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HomeMy WebLinkAboutApplication & Supporting DocumentationHISTORIC AN APPL:IC►'TI®» CE=RTI F'ICATE PL,ANNINGrA I� ON NG PRESERVATIQN OF1IC ''s. 4 4 SW 2nd AVEN 3`rdT LO`C MIAMI,.FLORIDA•33179 ; .>0 M ...y PROPERTY ADDRESS HISTORIC DjSTRICT/: ANDMARK NAM EIX OWNER'S NAME OWNER'S ADDRESS, CITY, STATE, ZIP CODE ®'N1/IRONMENTAL REVIEW BOARD :..PECIAL. ROPRIATENESS `401-lL \. OWNER'S DAYTIME PHONE NUMBER OWNER'S E-MAIL APPLICANT/AUTHORIZED REPRESENTATIVE (NAME & TITLE) APPLICANTS ADDRESS, CITY, STATE, ZIP CODE APPLICANTS DAYTIME PHONE NUMBER APPLICANTS E-MAIL APPLICATIONS ARE DUE THE FIRST FRIDAY OF EVERY MONTH FOR PLACEMENT ON THE FOLLOWING MONTHS AGENDA NO CASE WILL BE SCHEDULED FOR A HEARING UNTIL ALL SUPPORTING MATERIALS ARE RECEIVED. THE HEPB GENERALLY MEETS THE FIRST TUESDAY OF EVERY MONTH AT 3:OOPM. WHEN THERE IS A CONFLICTING HOLIDAY HEPB MEETS ON AN ALTERNATE DATE. THERE IS NO MEETING IN AUGUST. MEETINGS TAKE PLACE AT: MIAMI CITY HALL, 3500 PAN AMERICAN DRIVE COCONUT GROVE, FLORIDA Prior to submitting an application for a hearing by the HEPB, the prospective applicant is encouraged to meet in a pre -application meeting with the Preservation Office to obtain information and guidance as to matters related to the proposed application. The property owner should be present at the HEPB hearing, It is preferred that the owner personally present the project to the HEPB at the meeting. If the owner should choose to have a representative present the project on their behalf, that representative must be a registered lobbyist with the City of Miami. For more information on becoming a registered lobbyist, please call the City Clerk's Office at 305-250-5360 or visit their website: www.ci.miami.fl.us/City_Clerk/pages/lobbyist/lobbyist.asp. OWNER ATTESTATION: I HAVE READ AND UNDERSTAND THE ABOVE INFORMATION AND I CERTIFY TO THE BEST OF MY ABILITY THAT ALL INFORMATION PROVIDED IN THIS APPLICATION AND ATTACHMENTS ARE CORRECT SIGNATURE OF PROPERTY OWNER SIGNATURE OF APPLICANT (IF OTHER THAN PROPERTY OWNER) DATE NOTE: A COMPLETE CHECKLIST AND INSTRUCTIONS FOR REQUIRED ATTACHMENTS ARE ON REVERSE SIDE. NO CASE WILL BE SCHEDULED FOR A HEARING UNTIL ALL SUPPORTING MATERIALS ARE RECEIVED. SKETCH OF SURVEY SCALE: 1 " = 20' (65' TOTAL R/W. PER THIS PLAT) NW. 7 STREET ROAD 37.5' PAVEMENT FIP. 1 /2" NO.ID 0.20' — — 1.20' 0.00L LOT-28 BLOCK-10 2 CONC GU TT 7.3' PARKWAY 5CONC. SI EWALK 3534 CONC. SLAB FDH P. C B9y CONC. DRIVE L=14.64' R=319.60' A2'37'28' WOOD FIP. 1 /2" NO.ID 5.60' N 0 5.39' 13.80' 1111 1 28 80' 2—STORY RESIDENCE # 713 F.F. ELEV: 7.10' F.F. ELEV: 7.50' 0 Lri °' 21.00' 15.60' 6.10 0 WOOD DECK CONC. od LOT-27 BLOCK-10 GAZEBO o0 22.00' O 9.80' CONC \.- WOOD DECK ti IX° THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. f EDGE OF WATER-7 50.00' SEYBOLD CANAL f FIP. 1 /2" NO.ID 0.60' Q LOT-26 BLOCK-10 FIP. 1 /2" NO.ID LEGEND ° +°�=Existing Elevations — a. — Overhead Wire Line ® =Water Meter — H — Wood Fence Ea =Catch Basin — x — Chainlink Fence 21, =Power Pole 3- =Light Pole F.DH. =Found Drill Hole F.N&D. =Found Nail & Disc. FIR. =Found Iron Rebar Sheet 2 of 2 PROPOSED PROPERTY SETBACKS FRONT o 0 SIDE REAR SIDE PROPERTY SQUARE FOOT CALCULATIONS TOTAL PROPERTY NET 7,000 SQUARE FOOT CALCULATIONS FIRST FLOOR LIVING AREA REAR PACE 6, 6REESWAV PORCH CARPORT 233 TOTAL FIRST FLOOR SECOND FLOOR LIVING AREA 1,022 1,343 NEW GRAND TOTAL 3,120 MIAMI 21 ZONING DATA SHEET - TRANSECT ZONE "T3" BUILDING SETBACK A PRINCIPAL FROM C ACE C REAR OUTBUILDING SETBACK (SOL ONLY) FRONTACE BUILDING HEIGHT PARKING DRIVEWAY 2 NEW ROOF PLAN SCALE 1/4"-1'," FLAT ROOF EXISTING NW 7TH AVENUE I EXISTING CURB GUTTER EXISTING PARKWAY EXISTING SIDEWALK PORCH DRIVEWAY TWO STORY CBS RESIDENCE +2 SE FTNGVD COVERED TERRACE XISTING CHI ouI HUT NG A WOOD PLANK DECK PROPOSED NEW SITE PLAN SCALE 1/8"=1'-0" T NORTH JOSE L. PERDOMO ° ARCHITECT Amaus7I47:00<om 14-ERF-100 FEBRUARY 6, 2015 NEW RESIDENCE 0 w° l0l^ vJ F w' CC 0° Z s Q c LL U= w w A-1 NEW SECOND FLOOR PLAN SCALE. 1/4' 1'" NORTH II III II II II III GUEST BEQ'OOM LIVING ROOM ITGFIE DINING NEW FIRST FLOOR PLAN CARPORT _a X . e.m rrMcw 11111111111111111111111111111111111111111= FAMILY RCOM SCALE 1/4" 1'-0" ORTH BREEZWAV Arnau:z.4 00c°r" FEBRUARV 6, 2015 NEW RESIDENCE w U z l�l^ vJ F w' cc O° U z s Q Y w cc w A-2 GREY ASPHALT SHINGLES GRES ASPHALT SHINGLES 00 E3 =MIRE WOOD HANDRAIL 4 WEST ELEVATION SCALE 1/4' 110" GRES ASPHALT SHINGLES BUILT UP FLAT ROOF / SLOPE MIN 3 SOUTH ELEVATION SCALE 1/4"=110" I 1 I MNS ES PANTED 30 STUCCO WPM t[ t[ t[ 00 ai GRES ASPHALT SHINGLES GRES ASPHALT SHINGLES 2 EAST ELEVATION SCALE 1/4' 110" p„AlnLIHTE=HITE WOOD HANDRAIL GREY PAINTED Ma" STUCCO WPM BUILT UP FLAT ROOF / SLOPE MIN t NORTH ELEVATION ruT„ s °°°HANIL °� 1 SCALE 1/4"=110" JOSE L. PERDOMO ° ARCHITECT Ar. :i@yan0°c°r0 14—ERF-100 FEBRUARY 6, 2015 NEW RESIDENCE w U Z 0 l^ l vJ CC O° Us Z s Q c LL U= w CC w A-3 1I!!IIII CONTEXT MAP SCALE NTS NORTH a,nauszi@yanoocom 14-EFF-100 BRUARV 6, 2015 CM-1 NEW RESIDENCE ERICKA FRANCO RESIDENCE 713 NW 7TH AVENUE CITY OF MIAMI , FLORIDA • TELEPHONE # 305 - 401 - 1411 FEBRUARY 6, 2015 HISTORIC & ENVIRONMENTAL PERSERVATION BOARD PACKAGE 13201 S. W. 23 AVE MIAMI, FLORIDA33156 PACKAGE LEGEND CM-1 CONTEXT MAP & PHOTOGRAPHS EX-1 EXISTING SITE PLAN & RESIDENCE PHOTOS EX-2 EXISTING FLOOR PLAN L-1 LANDSCAPING PLAN & NOTES A-1 NEW FLOOR PLANS A-2 NEW FLOOR PLANS A-3 NEW FLOOR PLANS EXISTING WEST ELEVATION SCALE NTS EXISTING EAST ELEVATION SCALE NTS EXISTING EAST BALCONY ELEVATION SCALE NTS EXISTING WEST ELEVATION SCALE NTS EXISTING NORTHEAST ELEVATION SCALE NTS EXISTING EAST FLORIDA ROOM ELEVATION SCALE NTS EXISTING NW 7TH AVENUE EXISTING PARKWAY EXISTING SIDEWALK 35. 34' 1- POR F -, CHI QUI HUT WOOD PLANK DECK 50.00' EXISTING SITE PLAN1 NOR, SCALE 1/6"_1'-0" L=14.64' R=319.60' Arnau:z.47M100<om FEBRUARY 6, 2015 NEW RESIDENCE cn 0 W JOO U z U W d z Z W z -OEt co 06 wzz UQa Oa— v~j cwn z = w� aC/) w EX-1 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) The Garland Company, Inc. 3800 East 91' Street Cleveland, OH 44105-2197 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Garland SA Modified Bitumen Roof System Over Steel Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This new NOA consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L. Acebo. E COUNTY APPROVED NOA No.: 09-0205.03 Expiration Date: 08/04/15 Approval Date: 08/04/10 Page 1 of 8 ROOFING ASSEMBLY NOTICE OF ACCEPTANCE Category: Sub -Category: Material: Deck Type: Maximum Design Pressure Roofing Modified Bitumen SBS Steel -90 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product HPR SA FR Base Sheet StressPly SA FR Mineral GarMesh Flashing Bond, Ultra - Shield Flashing Cement, Ultra -Shield Plastic Roof Cement, Silver - Flash, Weatherking Flashing Adhesive Garla-Brite Ultra -Shield Built -Up Mastic FR, WeatherScreen Energizer K Plus FR or Energizer FR Green -Lock Membrane Adhesive Garla-Prime, Garla- Prime WB, Ultra -Shield Primer Silver -Shield Insul-Lock HR Pyramic Solex White -Knight E COUNTY APPROVED Dimensions 39"x51' 39" x 34'8" 6" x 150' 12" x 150' 5 gallon 5 gallon 5, 55 gallon 5, 55 gallon 5 gallon 5, 55 gallon 5, 55 gallon 1.5 liters 5, 55 gallon 5, 55 gallon 5, 55 gallon Test Specification ASTM D 6163 ASTM D 6163, Grade G ASTM D 1668 ASTM D 4586 ASTM D 2824, Type I ASTM D 4479, Type I ASTM D 4479, Type I Proprietary ASTM D 41 Product Description SBS modified, fiberglass reinforced self - adhered base sheet. SBS modified, fire retardant, fiberglass reinforced, mineral surfaced, self -adhering membrane. SBR coated woven fiberglass reinforcing membrane. Trowel grade, asphalt based roofing mastic for use in repair and patching against leaks in built-up asphalt roofs. Aluminum roof coating. Asbestos -free, heavy -bodied, fiber - reinforced, fire -rated asphalt roof coating. Multipurpose, rubberized, liquid waterproofing membrane. Cold process roof coating and adhesive. Non-fibered, quick drying asphalt roof primer ASTM D 2824, High solids, aluminized roof coating. Type III Proprietary Polyurethane two component high rise insulation adhesive White acrylic reflective roof coating Proprietary White kynar Reflective roof coating White urethane reflective roof coating. NOA No.: 09-0205.03 Expiration Date: 08/04/15 Approval Date: 08/04/10 Page 2 of 8 APPROVED INSULATIONS: Product Name ACFoam II, ACFoam III H-Shield ENRGY-3 Multi -Max FA-3 SECUROCK® APPROVED FASTENERS: Fastener Number Product Name 1. Dekfast Fasteners # 14 &#15 2. Omega 3. Dekfast Hex Plate 4. Dekfast Lock Plate 5. # 14 & # 15 Roofgrip Fasteners 6. Metal Plate 7. Gearlok Plastic Plate 8. Olympic Fastener #14 9. Olympic CD-10 10. Olympic Fluted Nail 11. Olympic Fastener ASAP 12. Olympic Polypropylene 13. Olympic G-2 14. Olympic Standard DADECOUNTY APPROVED TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Gypsum board TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Insulation fastener for wood and steel Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood, steel and concrete. Galvalume stress plate. Polypropylene round plate Insulation fastener Insulation fastener for concrete deck. Insulation fastener for concrete deck. Pre -assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Manufacturer (With Current NOA) Atlas Energy Products Hunter Panels, Inc. Johns Manville RMax US Gypsum Manufacturer Dimensions (With Current NOA) Construction Fasteners Inc. Construction Fasteners Inc. Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. 2 7/8" x 3 1/4" 3"x31/4" 3" round 3" square 3.2" 3.25" round 3.5" round 3" round ITW Buildex Corp. ITW Buildex Corp. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. NOA No.: 09-0205.03 Expiration Date: 08/04/15 Approval Date: 08/04/10 Page 3 of 8 APPROVED FASTENERS: Fastener Number Product Name 15. Insul-Fixx Fastener #14 16. System ES-1 #14 17. Insul-Fixx S Plate 18. Insul-Fixx P Plate 19. Tru-Fast HD 20. Tru-Fast Plates 21. Tru-Fast Plates 22. Olympic HD Fastener 23. Drill -Teem' #15 XHD Fastener 24. Drill -Teem' Standard Steel Plate EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corporation Atlantic & Caribbean Roof Consulting, LLC Momentum Technologies, Inc. Trinity ERD !DDADE COUNTY APPROVED TABLE 3 Product Description Insulation fastener for concrete, steel and wood decks Pre -assembled Insulation fastener and plate 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for concrete, steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Insulation fastener for wood, steel and concrete. Insulation fastener and Base Ply fastener for steel Galvalume coated steel membrane plate Dimensions 3" round 3" round 3" round 3" round various 2" -2-3/8" Test Identifier Description 3032021 FM 4470 ACRC 07-085 ACRC 08-005 ACRC 08-027 AX18C9A AX18C9B C8500SC.11.07-RI G31970.05.10 TAS 114-J TAS 114-J TAS 114-J ASTM D6163 ASTM D6163 TAS 117 / ASTM D6862 ASTM D4798 / TAS 110 Manufacturer (With Current NOA) SFS Stadler, Inc. SFS Stadler, Inc. SFS Stadler, Inc. SFS Stadler, Inc. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. OMG, Inc. GAF Materials Corp. GAF Materials Corp. Date 8/25/08 04/22/08 04/23/08 04/23/08 07/30/09 07/30/09 08/07/09 05/04/10 NOA No.: 09-0205.03 Expiration Date: 08/04/15 Approval Date: 08/04/10 Page 4 of 8 APPROVED ASSEMBLIES Deck Type 21: Steel, Insulated Deck Description: 18-22 ga. steel 1.5" Type B, G-90, steel deck attached to steel channel -framing joists. Steel supports spaced 6' o.c. Deck fastened with 5/8" puddle welds one in each flute of the deck (but no less than 6" o.c.) and 12" o.c. the side laps with # 12 self drilling screws. System Type B: Base layer of insulation mechanically attached and second layer adhered in insulation adhesive. All General and System Limitations apply. Insulation Fasteners Fastener Base Insulation Layer (Table 3) Density/ft2 ACFoam II, ENRGY 3, H-Shield, Multi -Max FA-3 Minimum 1.5" thick 14 & 22 1:1.6 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Insulation Fasteners Fastener Top Insulation Layer (Table 3) Density/ft2 SECUROCK Minimum '/" thick N/A N/A Note: Top layer of insulation shall be adhered with Insul-Lock HR or Weathertite One Step Foamable Insulation Adhesive applied in 'A"- 3/4" wide ribbons spaced 12" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as the top layer shall only be used as the top layer as the final membrane substrate. Primer: Base/Ply Sheet: Membrane: Surfacing: Prime Securock insulation board with ASTM D-41 asphalt primer at 1 gallon per square. One or more plies of HPR SA FR Base Sheet are self -adhered to top insulation layer. One ply of StressPly SA FR Mineral is self -adhered to the basesheets. . Optional for StressPly SA FR Mineral. Apply as described below or any approved coatings: Minimum two coats of Garla-Brite applied at min. 0.5 gal/sq/coat, minimum two coats of Pyramic applied at min. 1.0 gaUsq/coat or minimum one coat of Pyramic applied at a min. 1.0 gal/sq and a minimum one coat of Solex applied at a min. 0.50 gaUsq. Maximum Design Pressure: -45 psf (See General Limitation #7) MIAMI•DADE COUN APPROVED NOA No.: 09-0205.03 Expiration Date: 08/04/15 Approval Date: 08/04/10 Page 5 of 8 Deck Type 21: Steel, insulated Deck Description: 18-22 ga. steel 1.5" Type B, G-90, steel deck attached to steel channel -framing joists. Steel supports spaced 6' o.c. Deck fastened with 5/8" puddle welds one in each flute of the deck (but no less than 6" o.c.) and 12" o.c. the side laps with #12 self drilling screws. System Type C(1): All layers of insulation simultaneously attached. All General and System Limitations apply. Insulation Fasteners Fastener Base Insulation Layer (Table 3) Density/ft2 ACFoam 11, ENRGY 3, H-Shield, Multi -Max FA-3 Minimum 1.5" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation Fasteners Fastener Top Insulation Layer (Table 3) Densitv/ft2 SECUROCK Minimum %" thick 14 & 22 1:1.6 Note: All layers of insulation shall be mechanically attached using the fastener density listed above unless noted in the maximum design pressure. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Primer: Base/Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Prime Securock insulation board with ASTM D-41 asphalt primer at 1 gallon per square. One or more plies of HPR SA FR Base Sheet are self -adhered to top insulation layer. One ply of StressPly SA FR Mineral is self -adhered to the basesheets.. Optional for StressPly SA FR Mineral. Apply as described below or any approved coatings: Minimum two coats of Garla-Brite applied at min. 0.5 gal/sq/coat, minimum two coats of Pyramic applied at min. 1.0 gal/sq/coat or minimum one coat of Pyramic applied at a min. 1.0 gal/sq and a minimum one coat of Solex applied at a min. 0.50 gal/sq. -52.5 psf (See General Limitation 117) NOA No.: 09-0205.03 Expiration Date: 08/04/15 Approval Date: 08/04/10 Page 6 of 8 Deck Type 2I: Steel, Insulated Deck Description: 18-22 ga. steel 1.5" Type B, G-90, steel deck attached to steel channel -framing joists. Steel supports spaced 5' o.c. Deck fastened with 5/8" puddle welds one in each flute of the deck (but no less than 6" o.c.) and 12" o.c. the side laps with #12 self drilling screws. System Type C(2): All layers of insulation simultaneously attached. All General and System Limitations apply. Insulation Fasteners Fastener Base Insulation Layer (Table 3) Density/ft2 ACFoam II, ENRGY 3, H-Shield, Multi -Max FA-3 Minimum 1.5" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation Fasteners Fastener Top Insulation Layer (Table 3) Density/ft2 SECUROCK Minimum 1/4" thick 23 & 24 1:1 Note: All layers of insulation shall be mechanically attached using the fastener density listed above unless noted in the maximum design pressure. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Primer: Base/Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Prime SecuRock insulation board with Garland Garla-Prime 7612 primer at 1 gallon per square.. One or more plies of HPR SA FR Base Sheet are self -adhered to top insulation layer. One ply of StressPly SA FR Mineral is self -adhered to the basesheets.. Optional for StressPly SA FR Mineral. Apply as described below or any approved coatings: Minimum two coats of Garla-Brite applied at min. 0.5 gal/sq/coat, minimum two coats of Pyramic applied at min. 1.0 gal/sq/coat or minimum one coat of Pyramic applied at a min. 1.0 gal/sq and a minimum one coat of Solex applied at a min. 0.50 gal/sq. -90 psf (See General Limitation #7) NOA No.: 09-0205.03 Expiration Date: 08/04/15 Approval Date: 08/04/10 Page 7 of 8 STEEL DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117; calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. A11 other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 1 17. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE E COU APPROVED NOA No.: 09-0205.03 Expiration Date: 08/04/15 Approval Date: 08/04/10 Page 8 of 8 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-200" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH200-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0614.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MANMADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/uera/ NOA No. 11-1013,12 Expiration Date: September 01, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH200-01, titled "Single Hung Window Installation" Sheets 1 through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA #11-0614.01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 06/08/11 and updated on 10/07/11, prepared, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 10-1066 issued by BNC, dated 11/09/10, signed by Ishaq Chanda, P. E. G. OTHERS 1. Notice of Acceptance No. 11-0614.01, issued to PGT Industries for their Series "SH- 200" Aluminum Single Hung Window — N.L, approved on 09/01/..Lnd expiring on 09/01/16. 14) Man ' erez, P.E. Product Cont ' Examiner NOA No. 11-1013.12 Expiration Date: September 01, 2016 Approval Date: December 08, 2011 E-1 GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & 5. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). NO ANCHORS REQUIRED IN FLANGE FRAME HEAD A 8" MAX. FROM CENTER OF MEETING RAIL WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. HEIGHT I► WIDTH EQUAL LITE PROVIEW /ORIEL WIDTH --►� ARCHTOP PROVIEW/ORIEL RADIUSTOP EQUAL LITE 53-1/8"" TIP -TO -TIP WIDTH 52-1/8" BUCK WIDTH 49.1/8" VISIBLE LIGHT -� r—ye 9" MAX. 3" MAX. 8" MAX. FROM CENTER OF MEETING RAIL 9" J MAX. f 35 1/2" 1 VISIBLE 21" LIGHT MAX. 0 .C. A 23" MAX. O.C. 78" TIP -TO 6" MAX. O.C. TIP 77" HEIGHT BUCK HEIGHT L -►B NO ANCHORS REQUIRED IN FLANGE FRAME SILL TYP. FLANGE FRAME ELEVATION (TESTED UNIT) PRESSURE RATING IMPACT RATING LSIGN VARIES, SEE SHEETS 2 & 3 NOT RATED FOR IMPACT RESISTANCE A. LYNN MILLER, P.E. P.E.# 68705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS: FL 34274 CERT. OF AUTH. #29296 3" MAX. 1 - 52-1/8" BUCK WIDTH ► 49-1/8" VISIBLE LIGHT ------ -i- , / I I I 35.1 /2" VISIBLE LIGHT IC / I L. / I _. BU HEIC 6" MAX. O.C. HT TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES 1 ELEVATIONS 1 DESIGN PRESSURES 2 & 3 INSTALLATION, FLANGE 4 INSTALLATION, INTEGRAL FIN5 ANCHOR QUANTITIES 6 GLAZING DETAILS 7 CORNER ASSEMBLY 7 EXTRUSION PROFILES 8 PARTS LIST 8 Revised By: Date: JJ 10/10/11 Revised By: Date: PRODUCT REVISED as complying with the Florae Building Code Acceptance No III'', Revision: Expiration Date 2010 FBC NOTE By Revision:il Description: GENERAL NOTES & ELEVATION Drawn By: J ROSOWSKI Title: SINGLE HUNG WINDOW INSTALLATION Dote: 05/11/11 Series: Model: SH-200 Scale: Sheet: NTS 1 OF 8 Drawing No. MD-SH200-01 Rev: A TABLE 1: Maximum Window Height' Sash Height 2 (see Figure A, this sheet) Design Pressure (Ibs/ft2) for Glass Type A, Fin & Flange Frame Maximum Window Width' 19-1/8" 26-1/2" 33" 37" 41" 45" 49" 53-1/8" 23" 11-9/16" (Equal Lite) +55.0 I -90.0 +55.01 -90.0 +55.01 -90.0 +55.0 1 -90.0 +55.0 1 -90.0 +55.0 I -90.0 +55.0 I -90.0 +55.0 ttI -90.0 37" under 18-9/16" +55.01 -90.0 +55.01 -90.0 +55.01 -75.2 +55.01 -65.5 +55.01 -57.3 +50.21 -50.2 +44.81 -44.8 +39.91 -39.9 18-9/16" (Equal Lite) + -90.0 +55.01 -90.0 +55.0 , -84.2 +55.0 1 -74.5 +55.0 i -68.5 +55.0 1 -61.0 +55.0 I -57.7 +55.0 I -55.0 over 18-9/16" +55.01 -90.0 +55.0 I -90.0 +55.0 I -75.2 +55.0 1 -65.5 +55.0 1 -57.3 +50.2 1 -50.2 +44.8 I -44.8 +39.9 I -39.9 38-3/8" under 15-7/8" +55.01 -90.0 +55.01 -87.1 +55.01 -73.4 +55.0 1 -63.8 +55.0 1 -56.8 +50.0 1 -50.0 +44.81 -44.8 +40.0 1 -40.0 15-7/8" thru 19-3/16" 3 ++ 0 -90.0 +55.01 -90.0 +55.01 -78.7 +55.0 f -68.0 +55.0 1 -58.5 +51.1 I -51.1 +45.9 1 -45.9 +41.3 1 -41.3 19-1/4" (Equal Lite) + -90.0 +55.0 , -90.0 +55.0 , -82.7 +55.0 , -72.6 +55.0 1 -63.5 +55.0 1 -57.9 +54.2 , -54.2 +51.5 1 -51.5 over 19-1/4" +55.01 -90.0 +55.01 -87.1 +55.0 1 -73.4 +55.0 1 -63.8 +55.0 1 -56.8 +50.0 1 -50.0 +44.8 1 -44.8 +40.0 1 -40.0 45" under 19-9/16" +55.01 -81.5 +55.01 -72.3 r +55.0 I -61.3 i +55.0 1 -55.3 +50.5 1 -50.5 +45.8 I -45.8 +42.0 1 -42.0 +38.7 I -38.7 19-9/16" thru 22-5/8" 3 +55.0 I -90.0 +55.0 I -87.9 +55.0 1 -74.0 +55.0 I -64.3 +55.0 1 -56.9 +50.1 I -50.1 +44.8 I -44.8 +40.0 1 -40.0 22-9/16" (Equal Lite) +55.0 , -90.0 +55.0! -90.0 +55.0 1 -78.8 +55.0 1 -68.1 +55.0 1 -58.5 +51.1 1 -51.1 +46.0 1 -46.0 +41.4 I -41.4 over 22-9/16" + 55+ -81.5 +55.01 -72.3 +55.0 1 -61.3 +55.0 i -55.3 +50.5 1 -50.5 +45.8 11 -45.8 +42.0 1 -42.0 +38.7 i -38.7 49" under 20-1/8" +55.01 -71.6 +55.01 -62.8 +55.0 1 -55.4 +50.31 -50.3 +45.9 I -45.9 +41.7 I -41.7 +38.9 1 -38.9 +36.2 I -36.2 20-1/8" thru 24-1/2" 3 +55.01 -90.0 +55.01 -82.5 +55.0 1 -69.5 +55.01 -61.6 +55.0 1 -55.4 +49.3 1 -49.3 +44.6 144.6 +40.0 1 -40.0 +40.1 , -1-71571 24-9/16" (Equal Lite) +55.01 -90.0 +55.01 -90.0 +55.0 I -76.4 +55.0 1 -66.5 +55.0 1 -57.8 +50.4 I -50.4 +45.0 1 -45.0 over 24-9/16" +55.0; -71.6 +55.01 -62.8 +55.01 -55.4 +50.3 1 -50.3 +45.9 1 -45.9 +41.7; -41.7 +38.9 i -38.9 +36.2 1 -36.2 50-5/8" under20-13/16" +55.0! -67.8 +55.01 -59.9 +53.31 -53.3 +48.51 -48.5 +44.11 -44.1 +40.2; -40.2 +37.61 -37.6 +44.2 1 -44.2 +34.81 -34.8 +40.0 1 -40.0 20-13/16" thru 24-11/16" 3 +55.01 -89.6 +55.01 -80.3 +55.0 1 -67.7 , +55.0 1 -60.6 +54.2 1 -54.2 +49.0 1 -49.0 24-3/4" (Equal Lite) +55.0! -90.0 +55.0 1 -90.0 +55.0 I -75.4 r I +55.0 -65.7 +55.0 I -57.4 i +50.3 I -50.3 I +44.9 -44.9 I +39.9 -39.9 over 24-3/4" +55.0! -67.8 +55.0 1 -59.9 +53.3 1 -53.3 +48.5 1 -48.5 +44.1 1 -44.1 +40.2 I -40.2 +37.6 1 -37.6 +34.8 1 -34.8 61" under 24-15/16" +55.0 i -56.0 +43.8 1 -43.8 +41.9 I -41.9 +39.1 I -39.1 +36.0 I -36.0 +32.6 ; -32.6 +30.0 I -30.0 +27.6 I -27.6 24-15/16" thru 30-5/8" 3 +55.01 -75.0 +55.0 I -66.0 +55.0 1 -57.4 +51.9 1 -51.9 +47.4 I -47.4 +43.2 I -43.2 +39.9 1 -39.9 +37.3 1 -37.3 30-9/16" (Equal Lite) +55.01 -87.9 ---1), +55.0 1 -75.8 +55.01 -66.6 +55.0 1 -59.7 +53.5 I -53.5 +48.7 1 -48.7 +43.9 -43.9 +39.9 I -39.9 over 30-9/16" -67.8 +55.0 1 -59.9 +53.3 1 -53.3 +48.5 1 -48.5 +44.1 ! -44.1 +40.2 1 -40.21 +37.6 , -37.6 +34.8 1 -34.8 63" under 25-3/4" +54.7 ! -54.7 +41.2 1 -41.2 +40.3 1 -40.3 +37.8 1 -37.8 +34.6 1 -34.6 +31.3 ! -31.3 +28.9 1 -28.9 +26.5 1 -26.5 25-3/4" thru 31-5/8" 3 +55.0' -72.0 +55.0 1 -63.2 +55.01 -55.7 +50.5 1 -50.5 +46.1 1 -46.1 +41.91 -41.9 +39.0 ! -39.0 +36.3 ! -36.3 31-9/16" (Equal Lite) +55.01 -83.9 +55.0 I -71.7 +55.0 1 -64.8 +55.0 1 -58.2 +52.4 1 -52.4 +47.9 1 -47.9 +43.3 1 -43.3 +39.7 1 -39.7 over 31-9/16" +55.0 I -67.8 +55.0 1 -59.9 +53.3 I -53.3 +48.5 148.5 +44.1 1 -44.1 +40.2 1 -40.2 +37.6 I -37.6 +34.8 I -34.8 73" under 29-3/4" +53.31 -53.3 +39.71 -39.7 +39.1 1 -39.1 +36.71 -36.7 +33.41 -33.4 +30.31 -30.3 +28.01 -28.0 +25.81 -25.8 29-3/4" thru 36-5/8" 3 +55 0 -61.0 -� +52.0 I -52.0 1 +48.2 1 -48.2 11 +44.0 I -44.0 +40.1 1 -40.1 1I +37.0 I -37.0 +34.1 I -34.1 I +31.4 1 -31.4 1 36-9/16" (Equal Lite) +55.01 -68.3 +55.0 1 -56.3 +52.1 1 -52.1 +51.5 1 -51.5 +47.0 147.0 +42.7 1 -42.7 +39.6 I -39.6 +37.01 -37.0 over 36-9/16" +55.01 -67.8 +55.011 -56.3 +52.1 I -52.1 +48.5 1 -48.5 +44.1 I -44.1 +40.2 140.2 +37.6 I -37.6 +34.8 1 -34.8 78" under 31-3/4" +53.3 1 -53.3 +39.7 1 -39.7 +39.1 ! -39.1 +36.7 1 -36.7 +33.4 1 -33.4 +30.3 I -30.3 +28.0 1 -28.0 +25.8 I -25.8 31-3/4" thru 39" 3 +55.0 -58.3 +48.0 , -48.0 +45.2 , -45.2 +41.2 , -41.2 +37.9 , -37.9 +34.8 , -34.8 +31.7 , -31.7 +29.5 , -29.5 39-1/16" (Equal Lite) +55.01 -62.5 +50.8 1 -50.8 +46.3 1 -46.3 +45.2 1 -45.2 +44.2 1 -44.2 +40.3 1 -40.3 +37.7 1 -37.7 +34.9 1 -34.9 "Tip -to -tip dimensions for flange windows shown. For fin windows or buck dimensions, subtract 1". 2 Overall sash height. For clear daylight height, subtract 3-9/16". 3 Size range includes the standard Pro -View (3-over-2 configuration) for the given Window Height. For overall sash width, subtract 2-15/16" from the buck dimension. TABLE 2: Monolithic Glass Types A 1/8" Annealed B 1/8" Tempered C 3/16" Annealed D 3/16" Tempered E 1/4" Annealed F 1/4" Tempered TABLE 3: PRODUCT REVISED as cumplyi*YW with the Florida Building Code Acceptant No �i.- IDf E ,iration Date a'/• lore, ode Product Conk Insulated Glass Types G 1/8" Annealed, 1/4" Airspace, 1/8" Annealed H 3/16" Annealed, 3/16" Airspace, 1/8" Annealed 1 1/8" Tempered, 1/4" Airspace, 1/8" Tempered J 3/16" Tempered, 3/16" Airspace, 1/8" Tempered FIGURE A: SASH CROSS SECTION (WITH MONOLITHIC GLASS) VISIBLE LIGHT HEIGHT SASH HEIGHT - 3-9/16" SASH HEIGHT NOTES 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8" ANNEALED GLASS (TYPE A). 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. A 90 W 0 Z U O 'sZ O 0 0 N z° c co LL LO i N Z 0 0 TABLE 4: Maximum Window Height Sash Height 2 (see Figure A, this sheet) Design Pressure (Ibs/ft2) for Glass Type B - J, Fin & Flange Frame Maximum Window Width' 19-1/8" 26-1/2" 33" 37" 41" 45" 49" 53-1/8" 23" 11-9/16" (Equal Lite) +55.0 1 -90.0 +55.0 1 -90.0 +55.0 1 -90.0 +55.01 -90.0 +55.0 1 -90.0 +55.0 1 -90.0 +55.0 1 -90.0 +55.0 1 -90.0 37" under 18-9/16" +55.01 -90.0 +55.0! -90.0 +55.0! -90.0 +55.0! -90.0 +55.01 -90.0 +55.0 1 -84.3 +55.0! -78.0 +55.01 -72.9 18-9/16" (Equal Lite) + 55+ 0 -90.0 +55.0 -90.0 1 +55.0 1 -90.0 I +55.0 -90.0 1 +55.0 1 -90.0 1 +55.0 -90.0 1 +55.0 1 -81.1 I +55.0 1 -73.4 1 over 18-9/16" +55.0 1 -90.0 +55.0 1 -90.0 +55.01 -90.0 +55.01 -90.0 +55.0 1 -90.0 +55.0 1 -84.3 +55.0 1 -78.0 +55.01 -72.9 38-3/8" under 15-7/8" +55.01 -90.0 +55.01 -90.0 +55.01 -90.0 +55.01 -90.0 +55.01 -88.5 +55.0 1 -81.8 +55.0 1 -75.0 +55.01 -68.5 15-7/8" thru 19-3/16" 3 +5 0 5-90.0 +55.0 1 -90.0 +55.01 -90.0 +55.0 ! -90.0 +55.0 1 -90.0 +55.0 1 -87.9 +55.0 1 -78.8 +55.0 1 -71.2 19-1/4" (Equal Lite) +55 0 -90.0 +55.0 . -90.0 +55.0. -90.0 +55.01 -90.0 +55.0 , -90.0 +55.0 i -87.9 +55.0 , -78.8 +55.0 , -71.2 over 19-1/4" +55.0 1 -90.0 +55.0 1 -90.0 +55.0; -90.0 +55.01 -90.0 +55.0 1 -88.5 +55.0 1 -81.8 +55.0 1 -75.0 +55.0 { -68.5 45" under 19-9/16" +55.0 1 -90.0 +55.0 1 -90.0 +55.0 1 -90.0 +55.01 -86.5 +55.0 1 -80.2 +55.0 1 -73.2 +55.0 1 -66.3 +55.0 1 -59.7 19-9/16" thru 22-5/8" 3 +55.0 1 -90.0 +55.0 1 -90.0 +55.0 1 -90.0 +55.0 I -90.0 +55.0 I -89.1 +55.0 I -78.5 +55.0 1 -70.0 +55.01 -63.0 +55.01 -63.0 22-9/16" (Equal Lite) +-55 -90.0 +55.0 1 -90.0 +55.0 1 -90.0 +55.0 1 -90.0 +55.0 1 -89.3 +55.0 1 -78.5 +55.0 ! -70.0 over 22-9/16" +55.0 -90.0 +55.0 1 -90.0 +55.0 i -90.0 +55.0 ; -86.5 +55.0 ; -80.2 +55.0 i -73.2 +55.0 i -66.3 +55.0; -59.7 49" under 20-1/8" +55.0 1 -90.0 +55.0 1 -90.0 +55.01 -86.0 +55.01 -81.8 +55.0 1 -75.7 +55.0 1 -69.2 +55.0 1 -62.8 +55.0 1 -57.7 20-1/8" thru 24-1/2" 3 +55.0 I -90.0 +55.0 1 -90.0 +55.01 -90.0 +55.0 1 -90.0 1 +55.0 1 -84.8 +55.0 1 -74.2 +55.0 1 -65.9 , +55.0 I -59.1 24-9/16" (Equal Lite) +55.0 I -90.0 'Ti +55.0 1 -90.0 +55.01 -90.0 +55.01 -90.0 +55.0 1 -84.8 +55.0 1 -74.2 +55.0 1 -65.9 +55.0 1 -59.1 over24-9/16" + 55+ -90.0 +55.01 -90.0 +55.01 -86.0 +55.0; -81.8 +55.01 -75.7 +55.01 -69.2 +55.0: -62.8 +55.01 -57.7 50-6/8" under 20-13/16" +55.0 I -90.0 +55.0 1 -90.0 +55.0 1 -83.5 +55.0 -79.1 +55.0 1 -74.0 +55.0 1 -67.3 +55.0 1 -61.9 +55.01 -56.8 20-13/16" thru 24-11/16" 3 +55.0 1 -90.0 +55.01 -90.0 +55.01 -90.0 +55.0 j -90.0 +55.0 1 -83.2 +55.0 I -72.7 +55.0 1 -64.5 +55.0 1 -57.8 24-3/4" (Equal Lite) +55.0 1 -90.0 +55.0 1 -90.0 +55.01 -90.0 +55.0 I -90.0 +55.0 1 -83.2 +55.0 1 -72.7 , +55.0 1 -64.5 , +55.0 1 -57.8 over 24-3/4" +5 00 -90.0 +55.0 1 -90.0 +55.01 -83.5 +55.0 1 -79.1 +55.0 1 -74.0 +55.0 1 -67.3 +55.0 1 -61.9 +55.0 1 -56.8 61" under 24-15/16" +55.0 , -87.9 +55.0 , -75.6 +55.01 -65.7 +55.0 1 -62.3 +55.01 -60.0 +55.0 1 -56.5 +53.2 1 -53.2 +49.6 1 -49.6 24-15/16" thru 30-5/8" 3 +55.0 1 -87.9 +55.01 -75.8 +55.01 -74.1 +55.0 j -74.1 +55.0 1 -74.1 +55.0 1 -65.5 +55.0 1 -57.5 +51.1 1 -51.1 30-9/16" (Equal Lite) +55.0 I -87.9 +55.0 I -75.8 +55.01 -74.1 +55.0 I -74.1 +55.0 1 -74.1 +55.0 1 -65.5 +55.0 1 -57.5 +51.1 1 -51.1 over 30-9/16" +55.0 1 -87.9 +55.0 1 -75.8 +55.01 -74.1 +55.0 1 -74.1 +55.0 1 -74.0 +55.0 1 -65.5 +55.0 1 -57.5 +51.1 1 -51.1 63" under 25-3/4" +55.0 i -83.9 +55.0 1 -71.7 +55.0 1 -62.0 +55.0 1 -59.9 +55.0 1 -57.8 +54.5 1 -54.5 +51.3 1 -51.3 +48.3 1 -48.3 25-3/4" thru 31-5/8" 3 +55.0' -83.9 �I +55.0 I 1 -71.7 +55.01 -69.4 +55.0 I 1 -69.4 +55.01 -69.4 +55.0 I 1 -64.5 +55.0 1 -56.5 II +50.2 1 -50.2 31-9/16" (Equal Lite) +55.0 1 -83.9 +55.0 1 -71.7 +55.01 -69.4 +55.01 -69.4 +55.0 1 -69.4 +55.0 1 -64.5 +55.0 1 -56.5 +50.2 1 -50.2 over 31-9/16" +55.0 1 -83.9 +55.0 1 -71.7 +55.01 -69.4 +55.0 I -69.4 +55.0 1 -69.4 +55.0 1 -64.5 +55.0 1 -56.5 +50.21 -50.2 73" under 29-3/4" +55.0! -68.3 +55.0! -56.3 +52.1! -52.1 +51.51 -51.5 +51.51 -51.5 +51.51 -51.5 +50.0! -50.0 +46.4! -46.4 29-3/4" thru 36-5/8" 3 ++ -68.3 +55.0 , -56.3 +52.1 1 -52.1 +51.5 , -51.5 +51.5 , -51.5 +51.5 , -51.5 +51.5 , -51.5 +46.4 , -46.4 36-9/16" (Equal Lite) +55.0 1 -68.3 +55.0 1 -56.3 +52.11 -52.1 +51.5 1 -51.5 +51.5 1 -51.5 +51.5 1 -51.5 +51.5 1 -51.5 +46.4 ! -46.4 over 36-9/16" +55.0 1 -68.3 +55.0 I -56.3 +52.1 1 -52.1 +51.5 1 -51.5 +51.5 1 -51.5 +51.5 1 -51.5 +51.5 1 -51.5 +46.4 1 -46.4 78" under 31-3/4" +55.0 1 -62.5 +50.8 1 -50.8 +46.31 -46.3 +45.2 1 -45.2 +45.0 ! -45.0 +45.0 1 -45.0 +45.0 1 -45.0 +45.0 ! -45.0 31-3/4" thru 39" 3 +- -62.5 +50.8 , -50.8 +46.3 . -46.3 +45.2 , -45.2 +45.0 , -45.0 +45.0 1 -45.0 +45.0 1 -45.0 +45.0 , -45 0 39-1/16" (Equal Lite) +55.0 1 -62.5 +50.8 1 -50.8 +46.31 -46.3 +45.2 1 -45.2 +45.0 1 -45.0 +45.0 1 -45.0 +45.0 1 -45.0 +45.0 1 -45.0 "Tip -to -tip dimensions for flange windows shown. For fin windows or buck dimensions, subtract 1". 2 Overall sash height. For clear daylight height, subtract 3-9/16". 3 Size range includes the standard Pro -View (3-over-2 configuration) for the given Window Height. For overall sash width, subtract 2-15/16" from the buck dimension. TABLE 2: Monolithic Glass Types A 1/8" Annealed B 1/8" Tempered C 3/16" Annealed D 3/16" Tempered E 1/4" Annealed F 1/4" Tempered TABLE 3: PRODUCT REVISED as complying with the Florida Building Coda Acceptance No I1- /n17J• 12 Expiration Date Insulated Glass Types G 1/8" Annealed, 1/4" Airspace, 1/8" Annealed H 3/16" Annealed, 3/16" Airspace, 1/8" Annealed I 1/8" Tempered, 1/4" Airspace, 1/8" Tempered J 3/16" Tempered, 3/16" Airspace, 1/8" Tempered FIGURE A: SASH CROSS SECTION (WITH I.G. GLASS) VISIBLE LIGHT HEIGHT SASH HEIGHT - 3-9/16" SASH HEIGHT NOTES 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS TYPES B - J. NOT APPLICABLE WITH 1/8" ANNEALED GLASS (TYPE A). 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH ORS HEIGHT DIMENSION SHOWN ON THE TABLE. a 0 (9 Z U Z r 0 • Ed 0 0 0 N i th co LL 0 A fn uZ 0 0 82 rR INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 1 CURVED HEADER INSTALLATION INTO WOOD 2X, SEE NOTE 2, THIS SHEET. 1.465" 2.751" 9 BUCK HEIGHT TIP -TO -TIP HEIGHT VISIBLE LIGHT HEIGHT EXTERIOR 2.254" Ci,,. 2X WOOD o BUCKSTRIP, SEE NOTE 2, THIS SHEET NO ANCHORS REQUIRED IN FLANGE FRAME SILL VISIBLE LIGHT HEIGHT EMBEDMENT j_1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 5, THIS SHEET. OPTIONAL ADDON 13 FLANGE @ HEAD, SILL & JAMBS #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 5, THIS SHEET INSTALLATION OPTION 1 STRAIGHT HEADER INSTALLATION ONTO WOOD 2X. NO ANCHORS REQUIRED AT HEADER. USE EITHER LATCH (# 29) OR INSTALLATION BOTTOM LOCK (#11). TESTED UNIT LOCATION: 6-5/8" FROM VENT END. OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 5, THIS SHEET. 1/4" MAX. SHIM INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR EXTERIOR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 5, THIS SHEET. TABLE 5: CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX SHIM VISIBLE LIGHT WIDTH BUCK WIDTH TIP -TO -TIP WIDTH HORIZONTAL SECTION A -A CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR Anchor Group Anchor Substrate Min. Edge Distance Min. Embedment A 1/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 1" 1-1/4" B #12 Steel SMS Screw (G5) P.T. Southem Pine (SG = .55) 9/16" 1-3/8" Aluminum, 6063-T5 min. 3/8" 1/8"" Steel Stud, Gr. 33 min. 3/8" 0.0346 (20 Ga)" A36 Steel 3/8" 1/8"" 1/4" 410 SS CreteFlex P.T. Southem Pine (SG = .55) 1" 1-3/8" Concrete (min. 3.35 ksi) 1" 1" Ungrouted CMU, (ASTM C-90) 1-3/4" 1-1/4" C 1/4" Steel Ultracon P.T. Southem Pine (SG = .55) 1" 1-3/8" Concrete (min. 2.7 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 1" 1-1/4" MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS Tj MEASURED FROM BEADING TO BEADING. 1/4" MAX SHIM VERTICAL SECTION B-B CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 5, THIS SHEET. _�;•. EMBEDMENT EDGE DISTANCE 1 INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EGRESS FORMULAS (EQUAL-LITE) WIDTH: TIP -TO -TIP WIDTH - 4" HEIGHT: TIP -TO -TIP WIDTH/2 - 6-5/16" VISIBLE LIGHT FORMULAS (EQUAL-LITE) WIDTH (SASH): TIP -TO -TIP WIDTH - 5-1/16" WIDTH (FIXED): TIP -TO -TIP WIDTH - 4" HEIGHT: (TIP -TO -TIP HEIGHT- 7-1/16")/2 \\\\ NV LYNN OGENSk- O S-13 lC// A. LYNN MILLER1\, P.E. P.E.# 58705 Revised By: JJ Date: 10/10/11 Revision: NO CHANGE Revised By: Date: Revision: PRODUCT REVISED as complying with the Florida Banding CodeII Acceptance No Ex iration Date /G M:ami code Product on "h 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS: FL 34274 Description: FLANGE FRAME INSTALLATION DETAILS Drawn By: J ROSOWSKI Title: SINGLE HUNG WINDOW INSTALLATION Dote: 05/11/11 CERT. OF AUTH. #29296 Series/Model: SH-200 Scale: NTS Sheet: 4 OF 8 Drawing No. MD-SH2O0-01 Rev: A INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION 2X WOOD, SEE NOTE 2, THIS SHEET OPTION 5 EMBEDMENT CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR(SCREW) 1 THROUGH THE FIN 1 EDGE DISTANCE 1.465" 0 0 EXTERIOR 2.751" a BUCK HEIGHT 2.254" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN EMBEDMENT 1 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. USE EITHER LATCH (# 28) OR BOTTOM LOCK (#11). TESTED UNIT LOCATION: 6-5/8" FROM VENT END. L3 EDGE DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET EMBEDMENT INSTALLATION OPTION E STRAIGHT HEADER INSTALLATION ANCHOR (SCREW) THROUGH THE FIN INSTALLATION OPTION 7 INSTALLATION ANCHOR(SCREW) THROUGH THE FIN #10 STEEL SELF -DRILLING SMS (G5) EDGE DISTANCE 2X WOOD, SEE NOTE 2, THIS SHEET 2X WOOD, SEE NOTE 2, THIS SHEET 1 1/4" MAX SHIM EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, INSTALLATION SEE TABLE 6, THIS SHEET. 1/4" MAX. SHIM ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. NOTES 1 /4" MAX SHIM 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE EDGE DISTANCE LIMITS. ANY DISTANCE INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE EDGE WINDOW. DISTANCE 2X WOOD, SEE NOTE 2, THIS SHEET VERTICAL SECTION D-D f 2) 2X WOOD FRAMING OR BUCK, 1-1/2" THICK OR GREATER. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. OPTION 5 INSTALLATION ANCHOR (SCREW) THROUGH THE FIN EDGE DISTANCE 1/4" MAX SHIM EDGE DISTANCE 1/4" MAX SHIM - TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. HORIZONTAL SECTION C-C MULLION SECTION DADE APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. MAX. 1/4" SHIM. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. EXTERIOR U TABLE 6: 36 VISIBLE LIGHT WIDTH BUCK WIDTH WITH FIN REMOVED EXTERIOR Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2" x .113" Box Nail P.T. Southern Pine (SG = .55) 1/2" 2-7/16" 2-1/2" x .131" Common Nail P.T. Southern Pine (SG = .55) 9/16" 2-7/16" 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG = .55) 9/16" 2-7/16" #10 Steel SMS Screw (G5) P.T. Southern Pine (SG = .55) 3/4" 1-3/8" Aluminum, 6063-T5 min. 3/8" 1/8" Steel Stud, Gr. 33 min. 3/8" 0.036 A36 Steel 3/8" 1/8" I I I l l I I I/ �MIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. \ pNV LYNN ti1Q/",. *;" No. 58705 * -O •'. �' C� toll CUe ' STATE OF (C/ ONA-�?' A. LYNN MILLER, P.E. P.E.# 58705 Revised By: JJ Date: 10/10/11 Revision: NO CHANGE EDGE DISTANCE 2X WOOD, SEE NOTE 2, THIS SHEET EMBEDMENT INSTALLATION R yy OPTION 6 �J � INSTALLATION ANCHOR (NAIL) THROUGH THE FIN EGRESS FORMULAS (EQUAL-LITE) WIDTH: BUCK WIDTH -3" HEIGHT: BUCK HEIGHT/2 - 5-13/16" VISIBLE LIGHT FORMULAS (EQUAL-LITE) WIDTH (SASH): BUCK WIDTH - 4-1/16" WIDTH (FIXED): BUCK WIDTH - 3" HEIGHT: (BUCK HEIGHT - 6-1/16") / 2 Revised By: Date: Revielon: PRODUCT REVISED as complying with the Florida BuildingAcceptance ,2 Acceptance Na �(C.��- /,7/ �L Expiration Date P/; , 0* By Miami 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: FIN FRAME INSTALLATION DETAILS Drawn By: J ROSOWSKI Title: SINGLE HUNG WINDOW INSTALLATION Date: 05/11/11 CERT. OF AUTH. #29296 Series/Model: SH-200 Scale: NTS Sheet: 5 OF 8 Drawing No. MD-SH200-01 Rev: A TABLE 7: Anchor Quantities Required, Flange Frame Maximum Window Height' Sash Heightz (see Figure A, this sheet) Maximum Window Width' 19-1/8" 26-1/2" 33" 37" 41" 45" 49" 53-1/8" Group A Group B Group C Gro p A Group B Group C Group A Group B Group C Group A Group B Group C Group A Group B Group C Group A Group B Group C Group A Group B Group C Group A Group B Group C g i 2 z 2 2 2 o 5 0 2 2 a 2 2 a to 2 o 01 2 0 01 2 ro 5 8 n: 2 ro 2 S 2 ro 2 B 5 1 3 1 3 1 2 1 2 1 2 8 n: 2 1 tt 5 1 5 1 5 8 K 2 1 2 11 2 o: 8 5 �'s� 2 tt 5 2 o: 2 2 8 d: 2 1 n: 2 2 2 1 o: 2 1 rc 5 S rr 3 1 2 1 2 1 2 1 2 1 23" 11-9/16" (Equal Lite) 2 212 212 2 2 212 212 2 2 2 1 2 212 2 2 212 212 2 2 212 212 2 2 212 212 2 2 212 1 212 2 2 212 212 2 37" under 18-9/16" 2 2 2 2 2 2 2 2 1 2 212 2 3 2 3 212 2 3 213 212 2 3 213 2 i 3 2 4 2 i 3 2 1 3 2 4 2 3 2 i 3 2 4 2 1 3 2 1 3 2 18-9/16" (Equal Lite) 2 212 212 2 2 212 212 2 2 212 212 2 2 2; 2 2 1 2 2 3 3 1 2 212 2 3 3 1 3 3 1 2 2 3 3 1 3 3 1 2 2 3 3 1 3 3 1 2 2 over 18-9/16" 2 212 212 2 2 212 212 2 2 3 i 2 3 i 2 2 2 3 1 2 3 1 2 2 2 3 1 2 3 i 2 3 2 41 2 3 1 2 3 2 4 1 2 3 i 2 3 2 4 i 2 3 1 2 3 38318" under 15-7/8" 2 2, 2 21 2 2 3 2! 2 2, 2 2 3 21 3 2 i 2 2 3 21 3 2 i 3 2 4 2 i 3 21 3 2 4 2` 3 2 1 3 2 4 2 1 3 2 1 3 2 4 2 1 3 2 1 3 2 15-7/8" thm 193/16" 3 2 2 i 2 2 2 2 2 1 2 i 2 I 212 2 3 2 2 2 2 2 3 2 3 2 2 2 3 1 2 i 3 1 2; 2 2 3 I� 2 i 3 2 1 3 2 3 2 i 3 2 i 3 2 3 2 i 3 2 i 2 19-1/4" (Equal Lite) 2 2 2 21 2 2 2 2 1 2 2 1 2 2 2 2 1 2 21 2 2 3 31 2 2 1 2 2 3 31 2 2 i 2 2 3 3 j 3 3 i 2 2 3 3 1 3 3 1 2 2 3 3 S 3 3 i 2 2 over18-1/4" 2 2 122 R 2 2 2 3 122 1 2 2 2 312 3 1 2 2 2 3 123 1 2 3 2 4 1 2 3 2 3 2 4 1 2 3 12 3 2 4 123 1 2 3 2 4 1 2 3 12 3 45" under 19-9/16" 2 212 212 2 3 213 --I 212 2 4 213 —� 2 1 3 2 4 213 21 3 2 4 214 213 2 4 214 213 2 4 214 213 2 4 213 213 2 19-9/18" lhru 22-5/8"' 2 2 l� i 2 2 2 I 2 i 2 1 2 2 3 2 ��2 i 2 2 3 2 i I 3 2 4 I 3 i 3 2 3 2 3 1I 3 i�2 3 2 3 2 I 3 2 3 I1 2 i 3 2 i 3 2 22.9/16"(Equal Lite) 2 2' 2 I_J 2' 2 2 2 2' 2 I� �2 ' 2 2 3 3' 2 1I 2' 2 2 3 3' 3 1� 3' 2 2 3 3' 3 1� 3' 2 2 3 3' 3 1� 3' 2 2 3 3' 3 1� 3' 2 2 3 3' 3 1 3'3 3' 2 2 over 22-9/18" 2 2 It 2 212 2 2 3 1 2 3 1 2 2 2 4 i 2 3 i 2 3 2 4 1 2 3 i 2 3 2 4 i 2 4 i 2 3 2 4! 2 4 1 2 3 2 4 i 2 4 i 2 3 2 4 i 2 3 2 3 49 under20-1/8" 2 2 1 2 2 1 2 2 3 2 1 3 2 1 3 2 4 2 i 3 2 i 3 2 4 2 i 4 2 i 3 2 4 2 1 4 2 1 3 2 4 2 1 4 2 1 3 2 4 2 1 4 2 1 3 2 4 2 1 4 2 1 3 2 20-1/8" thru 24-1/2" 3 2 2 1 2 2 1 2 2 3 2 2 2 2 2 3 2 i 3 2 2 2 4 3 1 2 f I 3 2 4 3 3 2 3 2 4 3 1 3 2 3 2 3 3 3 2 3 2 3 2 i 3 2 3 2 24.9/16" (Equal Lite) 2 2 j 2 2 2 2 2 2 1 2 2 2 2 3 3 1 3 3 2 2 3 3 3 3 1 2 2 3 3 i 3 3 1 2 2 3 3 1 3 3 1 2 2 3 3 1 3 3 i 2 2 3 3 1 3 3 2 2 over 24-9/16" 2 2 1 2 2 1 2 2 2 3' 2 3 12 3 2 4 1 2 3 i 2 3 2 4 1 2 4 i 2 3 2 4 1 2 4 i 2 3 2 4! 2 4' 2 3 2 4 1 2 4 i 2 3 2 4 S 2 4 i 2 3 505/8" under 20-13/16" 3 212 212 2 3 2 i 3 213 2 4 214 213 2 4 214 213 2 4 214 213 2 4 214 2 1 3 2 4 214 213 2 4 2 1 4 2 1 3 2 20-13/16" thm 24-11/18" 3j 2 2 1 2 2 i 2 2 3 2 11, i 2 2 3 2 I�I 3 2 4 3 t 1 3232 1 3 2 4 3 1 3�1 3 2 4 3 2 i 3 2 4 3 i 3 2 i 3 2 3 3 i 3 2 1 3 2 243/4" (Equal Lite) 2 2 2 2 2 2 2 2 1 i--I 2 2 2 3 3 1 3 I-1 3 1 2 2 3 3 1 3 1 2 2 3 3 i 3 1 3 13 I 3 3 3 3 i 3 2 2 3 3~ i 2�~ I I—� 2 over 243/4" 2 3' 2 2' 2 ! 2 2 3' 2 I 3' 2 I 3 2 4' 2 I 4' 2 I 3 2 —� 4' 2 1 4' 2 ! 3 2 4' 2 I 4 2 i 3 2 4' 2 iI 4 2 3 2 4' 2 4' 2 3 2 4 2 i 4' 2 3 61" under 24-15/16" 3 3 1 3 3 i 3 3 4 3 1 3 3 1 3 3 4 3 1 4 3 1 3 3 4 3! 4 3 1 3 3 4 3 i 4 3 i 3 3 5 3 1 4 3 3 3 5 3 i 4 3� 4 3 5 3 1 4 3; 4 3 24-15/16" thru 30-5/8" 3 2 2 1 2 2 1 2 2 3 2 1 3 2 f 2 2 3 2 1 3 2 1 3 2 4 3 1 3 2 1 3 2 4 3 1 4 3 1 3 2 4 3 1 3 3 1 3 2 4 3 1 3 2 1 3 2 4 3 3 2 1 3 2 30-9/16" (Equal Lite) 2 2 1 2 i 2 2 2 2 2 1 2 --I 21 2 2 3 3 1 3 i 3 2 2 3 3 1 3 i1-1I— 3 1 2 2 3 3 i 3 3 13 3 3 3 1 3 3 3 3 1 3 3 i 3 3 3 3 2 3 i 2 2 over 30-9/16" 2 3 1 2 2 1 2 2 2 I 3 1 2 3 1 2 2 2 4 1 2 3 1 2 3 2 4 1 2 3 1 2 3 3 4 1 2 4 —i 1 2 3 3 i--1 4 1 2 4 1 2 3 2 I --I 4 1 2 4 1 2 3 2 I� 4112 2 3 63" under25-314" 3 2 i 3 2 1 3 2 4 2 1 3 2; 3 2 4 2! 3 2 i 3 2 4 2 i 4 2! 3 2 4 2 i 4 2 13 2 5 2 1 4 2 1 3 2 5 2 1 4 2 1 4 2 5 2 1 4 2 1 4 2 253/4" thru 31-5/8" 3 2 2 i 2 2 1 2 2 3 2 12 2 1 2 2 3 2 1 3 2 1 2 2 4 3 1 3 2 1 3 2 4 3 1 3 3 1 3 2 4 3 1 4 3 13 2 4 3 1 3 2 1 3 2 4 3 1 3 2 1 3 2 31-9/16" (Equal Lite) 2 2 1 2 2 1 2 2 2 2 1 2 2 1, 2 2 3 3 i 3 3 1 2 2 3 3 1 3 3 1 2 2 3 3 1 3 3 1 3 3 3 3 1 3 3 1 3 3 3 3 1 3 3 1 3 3 3 3 I i i 2 2 over 31-9/16" 2 2 12 2 2 2 2 3 1 2 3 2 2 2 3; ' 2 1 3 2 4/ 2 3 i 2 3 3 4 i 2 3 3 4 y 2 3 3 4.2 4 1 2 3 3 4; 2 3 73" under 29-3/4" 3 2' 3 2' 3 2 3 23 213 2 3 2' 3 2 3 2 4 2! 3 2! 3 2 4 2! 4 2! 3 2 4 2 i 4 2' 3 2 5 2! 4 2 1 4 2 5 2 f 4 2 i 4 2 29-3/4" thm 385/8" 3' 3 2 i 3 2` 3 2 3 2 i 3 2-1 3 2 3 213 213 2 3 213 213 2 3 213 213 2 4 3 1 3 213 2 4 3 1 4 3 1 3 2 4 31 4 3 j 3 2 38-9/18" (Equal Lite) 2 2 ` 1 2 2 1 2 2 2 2 1 2 2 1 2 2 2 2 1 2 2 1 2 2 3 3 1 2 2 1 2 2 3 3 1 3 3 i 2 2 3 31 3 3 i 2 2 3 3 11, 3 3 3 3 i 3 3 3 3 over 36-9/16" 2 212 212 2 2 212 22 2 2 2 3 1 2 22 2 3 3 1 2 33 2 2 3 3 1 2 3, 2 2 3 3, 3 3, 2 3 3 4, 3 3 i 3 3 3 4 1 3 3, 2 3 78" under 31-3/4" 3 2/ 3 2 i 3 2 3 2 1 3 2 1 3 2 3 2 1 3 2' 3 213213214213 214 2 j 3 214I 31-3/4" thm 39" 3 3 2 1 3 2 i3 2 i 3 2 3 2 i 3 213 2 3 2 1 3 2 i 3 2 3 2= 3 213 2 3 2 1 3 2 i 3 2 3 3 i 3 213 2 4 3 i 3 2 i 3 2 4 3 i 4 3 1 3 2 39-1/16" (Equal Lite) 2 2 1 2 2 1 2 2 2 2 1 2 2 1 2 2 2 2 1 2 2 1 2 2 3 3 1 2 2 1 2 2 3 3 1 3 3 1 2 2 3 3 1 3 3 i 2 2 3 3 1 3 3 1 3 3 3 3 1 3 3 1 3 3 1 Tip -to -tip dimensions for flange windows shown. For buck dimensions, subtract 1". 2 Overall sash height. For clear daylight height, subtract 3-9/16". 3 Size range includes the standard Pro -View (3-ove -2 configuration) for the given Window Height. "MR" refers to "Meeting Rail". For overall sash width, subtract 2-15/16" from the buck dimension. I 4" FROM /��� SEAM FOR ALL FLANGED 2 9„ MAX 1 NOTES �/ 1 WINDOWS WITH f 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 1 ACURVED HEADER, AN ADDITIONAL I 2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. ANCHOR IS REQUIRED AT 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH THE CENTER OF THE HEADER. 4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date By Miami jade Product ffP VISIBLE LIGHT HEIGHT SASH HEIGHT - 3-9/16" SASH HEIGHT FIGURE A: SASH CROSS SECTION (WITH MONOLITHIC GLASS) co 0 co O • 6 O co LL O 8cD Z O S 'm m co 1" WEEP NOTCH a EACH END ANGLED/CURVED FRAME ASSEMBLY 90° CORNER FRAME ASSEMBLY MITERED FRAME WITH FRAME WELDS AT SCREW BOSSES ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS 1" WEEP NOTCH Qa EACH END 90° CORNER FRAME ASSEMBLY MITERED FRAME WITH FRAME WELDS AT SCREW BOSSES ASSEMBLY DETAILS FOR FIN FRAME CORNERS 1/8" ANNEALED OR 3/16" ANNEALED OR 1/4" ANNEALED OR 1/8" ANNEALED OR TEMPERED GLASS f TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS 3/8" NOM. GLASS BITE 1/8" GLAZING DETAIL GLASS TYPES A & B 3/8" NOM. GLASS BITE 3/16" GLAZING DETAIL GLASS TYPES C & D 3/8" NOM. GLASS BITE ANGLED/CURVED FRAME ASSEMBLY 1/2" NOM. GLASS STACK 1/4" AIRSPACE 1/8" ANNEALED OR TEMPERED GLASS m m -4; 3/8" NOM. �� GLASS BITE ll�7i O 1/4" GLAZING DETAIL 1/2" I.G. GLAZING DETAIL GLASS TYPES E & F GLASS TYPES G & I ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL 3/16" ANNEALED OR TEMPERED GLASS 1/2" NOM. GLASS STACK 3/16" AIRSPACE 1/8" ANNEALED OR TEMPERED GLASS 0 3/8" NOM. GLASS BITE7,71). 1/2" I.G. GLAZING DETAIL GLASS TYPES H &.I PRODUCT REVISED as complying with the Florida Building Code _ • Acceptance No l2 Expiration Date d • I(0 ade Product Con 11) m0 6 173 Z 0 0 0 Z �Fr) ga 0 0 0 N z w i co 0 aI,- Az 0 0 E 0 \\\ \ 111111I /////// ,, 2''33N/) . ..• ti; r� •b0%_v. ?•;a tspOw P wo 4- --1 S3r z ,n —2 4t I. I l 1 t p\\ Item PGT PGT Part # Description # Dwg. # 2.000" 1 2703E 62703EW Flange Frame Head 2 2751B 62751BW Flange Frame Sill r 2.000" -� .050" s62" - 3 2781 62781 W Flange Frame Jamb o62" 238" .os2" 1.125" 4 2713 62713BW Integral Fin Frame Head .500" 2.600' 050" 2.000" 5 2714E 62714EW Integral Fin Frame Sill 050" 1 6 2782 62782W -- 869 500" �- Tj Integral Fin Frame Jamb , 1 __- - - 062' 7 2706 62706DW Sash Bottom Rail �, A J 050" --► ►- .062" J .869" 062" -...v.- 8 2707 62707CW Sash Top Rail .500" 062" .062"osz^ -- 9 2739 62739W Fixed Meeting Rail O FLANGE FRAME HEAD T .050" .050" .062" --►I 10 2709 62709CW Sash Side Rail 1--Imo_ 2.056" 6063-T6 ALUMINUM 11 2740B 742740AW Sash Bottom Lock 2 FLANGE FRAME SILL 3 FLANGE FRAME JAMB 4 INTEGRAL 6063-T6 ALUMINUM 6063-T6 ALUMINUM 06063-T5 FIN FRAME HEAD ALUMINUM 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 70 21 1662C 71662CW Head/Sill Gasket, Polyethelyne 2.056" 976►I 3.225" 22 1270 7PAD118 Open Cell Foam Pad 650" 1.125" �{ 050" i - 1.187" 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC .062 1 2.000" .osz"--- T 25 2784 72784W Sash Side Rail Gasket, Polyethelyne _ 97g, }-.050" �-� 1.229' 050" 26 1078 7121UM Balance Take-out .050" 062" Clip 1.125" 975„ 1 JJJ 13 ADDON FLANGE 27 Varies per Size Balance --► ~ j .os2" 11 8063-TB ALUMINUM 28 2711 42800W Sash Cam, Nylon .050" y .062" s2s^ 29 1096 71096W Sweep Latch, Zinc 2.056" 050^ soo" �- 30 1016 7858WW #8 X .625 Ph. FI. SMS Latch Screws O INTEGRAL FIN FRAME SILL /� INTEGRAL FIN FRAME JAMB 0SASH BOTTOM RAIL SASH TOP RAIL 6063-TB ALUMINUM 6063-T6 ALUMINUM 31 1267 71267N Setting Block 1/8" x 1/2" x 1", EPDM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 32 6DURAK316 Duraseal - 3/16" --1 --- .062" 33 6DURAKI4 Duraseal - 1/4" 34 Sash Bottom Lock Spring .062" 35 Screen Cloth, Fiberglass 1.582" 865" 1 lII 36 Dow Corning 899 Silicone Glazing Sealant .062" .050' 1.187" f r .039" I.826" 40 1625 61625B Glass Bead (1/8" Glass) A .874" 1 i 41 2719 62719B Glass Bead --I .926" 1-�- t (3/16" Glass) 06P„ 1.157" -►{ 42 1263 61263E Glass Bead (1/4" Glass) D F� FIXED MEETING RAIL SASH SIDE RAIL SASH BOTTOM LOCK RAIL SASH STOP 43 1253 6VT48B Glass Bead (I.G.) 10 11 12 O 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T5 ALUMINUM PRODUCT REVISED 50 781PQA #8 X1" QUAD Pn SMS es complying with the Florida 51 781 PSTX #8 X 1" Sq. Pn Twin Fast SMS - 410 S.S. 1 11 i / 1, Building Code Acceptance No //-0/5. /2 52 1184 781LHPQA #8-15x 1 LH Twinfast Screw Zinc \`0111 \\ \\,I �YNN ..•.. i, 'EtaSE' Revised By: Dote: Revision: Ex nation Date /b 53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Zinc ,zo • . ' '. JJ 10/10/11 NO CHANGE B By 54 78X1 PFTFUA (S.S.) #8 X 1" Ph FI u/cut SMS �G fr _= •�: D 5g1o5 ; N ./��� Revised By: Date: Revision: adc Product on 55 78X1FPAX #8 X 1" Ph FI - Stainless Steel = •* : : tY 60 1/8" __ ••, A- LLI . ® Description: Drawn By: Annealed or Tempered Glass i1 ... IA /o,10oF tu_ BOM & PART DETAILS J ROSOWSKI 61 3/16" Annealed or Tempered Glass S2A E _; 62 1/4" Annealed or Tempered Glass ,�,A••'•.. FLOg..• ��� 1070N.ENIICE,L TECHNOLOGY4275E rile: SINGLE HUNG WINDOW INSTALLATION Dace: 05/11/11 63 1/8"- 1/4" Air-1/8" An. orTem I.G. ', P.O. BOX 1529 p . ,SS/ONP\- i„ljjjjl,tt NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: 64 1/8"- 3/16" Air - 3/16" An. or Temp. I.G. A. LYNN MILLER, P.E. CERT. OF AUTH. #29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 A P.E.#58705 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade. 2ov/oera/ PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-650" Outswing Aluminum French Door w/Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. 8000-12, titled "Alum. French Door & Side Lites, Non - Impact", sheets 1 through 11 of 11, dated 12/30/04, with revision D dated 10/10/11,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-1028.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED NOA No 11-1013.23 Expiration Date: March 24, 2015 Approval Date: November 24, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 8000-12, titled "Alum. French Door & Side Lites, Non -Impact", sheets 1 through 11 of 11, dated 12/30/04, with revision D dated 10/10/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA #09-1028 09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4450, dated 12/14/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA #09-1028.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4451, dated 12/14/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA #09-1028.09) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4452, dated 12/14/04, signed and sealed by dm do Largaes P. E. (Submitted under previous NOA #09-1028.09) CUM, anuel z, P.E. Product Contr 1 E miner NOA No. -1013.23 Expiration Date: March 24, 2015 Approval Date: November 24, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 3/16" temp. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5967, dated 05/07/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA #09-1028.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the FBC-2010 on 10/11/11, signed and sealed by A. Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed & sealed by A. Lynn Miller, P.E. 2. Statement letter of conformance with the FBC-2007 and FBC-2010, prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 3. Statement letter of "No financial interest", prepared by manufacturer, dated 10/11/11, signed & sealed by Lynn Miller, P.E. 4. Letter of lab compliance, part of the above test reports. 5. Proposal No. 08-1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 09-1028.09, issued to PGT Industries for their Series "FD- 650" Outswing Aluminum French Door w/Sidelites — N.I., approved on 02/10/10 and expiring on 03/24/15. ,CC�c-LIB-C.U� anuel P ez, P.E. Product Contr aminer NOA No 1-1013.23 Expiration Date: March 24, 2015 Approval Date: November 24, 2011 E-2 GENERAL NOTES: OUTSWING NON -IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/16" TEMPERED GLASS B. 7/8" I.G. GLASS CONSISTING OF (2) LITES OF 3/16" TEMPERED GLASS WITH A 1/2" AIR SPACE. 2. DESIGN PRESSURES: (SEE TABLES 1, 2 AND 3, SHEET 2) AA. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXX, XXO, OXX, OXO, XXXX, XXXO, OXXX, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. AANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE X DOORS OR A DOUBLE XX DOOR, BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4AANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE REQUIRED. SHUTTERS MUST BE MIAMI-DADE COUNTY APPROVED FOR INSTALLATION IN MIAMI-DADE COUNTY. 6. SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR SEALANT. 7. REFERENCES: TEST REPORTS FTL-4450, FTL-4451, FTL-4452, FTL-4921 AND FTL-5967. ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). EXTERIOR 3/16" TEMPERED GLASS 3/16" TEMPERED GLASS 7/8" NOM 1/2" AIR SPACE 3/16" TEMPERED GLASS 5/8SS BITE ? . ?IL 5/BBTESS -1 OR 5,A SETTING BLOCK GLAZING DETAIL MONOLITHIC GLASS EXTERIOR GLAZING DETAIL I.G. GLASS SETTING BLOCK NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7-8 ANCHORAGE 9-11 w1M4FlwM Qs& Osie Ol5 Rik Y°d�' Dab: Revdkvs: UPDATED SUSANO CODE AND DESIGN MANUAL YEARS. F.IL 10/16/06 S AWEO TEST REPORT. Revs0By: J.ft 0I 0922/09 RaNNGM• NO CHANGES TH IS SHEET. Render J.J. Pa 10110111 Revisions: PBC2010 CODECH4NOE dewier F.K. DON 12/30/04 Mocked Oy: qm: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BQX 1520 NOKOMIS, FL 94274 Dirotelptlar GENERAL NOTES, GLAZING DETAILS AND MAP 1w: ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT F0650 Besie: FULL a 11 OrevMy No. 8000-12 D \\,\\\ONV.1.YNNI ��•'' �,\GENSF •�F�Q * No. 58705 STAT O ' �SSIONA� A. LYNN MIL�LL'14, P.E. FL P.E.# 58705 TABLE 1. COMPARATIVE ANALYSIS: OUTSWING DOORS GLASS A. 3/16" TEMPERED GLASS OPTIONS: B. 7/8" I.G. (3/16"T, AIR SPACE, 3/16"T) 0 U DOOR WIDTH DOOR HEIGHT 68 - 79 3/4" 70-833/4" 87 3/4" 91 3/4" 8° - 96 3/4" TABLE 3. COMPARATIVE ANALYSIS: NARROW JAMB SIDE LITE GLASS A. TEMPERED GLASS OPTIONS: B. 7/8" I.G. (3/16"T, AIR SPACE, 3/16"T) SIDE LITE WIDTH SIDE LITE HEIGHT 68 - 79 3/4" 7°-833/4" 87 3/4" 91 3/4" 8° - 95 3/4" X 2° 26" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -139.5 1011/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 27" +100.0 -145.0 +100.0 -145.0 +100.0 -144.2 +100.0 -136.9 +100.0 -130.3 1311/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 X X 29" 28 31" +100.0 -145.0 +100.0 -144.2 +100.0 -143.4 +100.0 -135.8 +100.0 -135.7 +100.0 -128.3 +100.0 -128.7 +100.0 -121.6 +100.0 -122.4 +100.0 -115.6 16 11/16" 19 11/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 28 33" +100.0 -126,7 +100.0 -126.7 +100.0 -122.0 +100.0 -115.5 +100.0 -109.7 21 11/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 XX 35" 30 37" 4° 47 3/4" +100.0 -112.2 +100.0 -100.0 +100.0 -145.0 +100.0 -112.2 +100.0 -100.0 +100.0 -145.0 +100.0 -112.2 +100.0 -100.0 +100.0 -145.0 +100.0 -110.2 +100.0 -100.0 +100.0 -145.0 +100.0 -104.6 +100.0 -100.0 +100.0 -139.5 2411/16" 30 11/16" 33 11/16" +100.0 -145.0 +100.0 -142.9 +100.0 -118.6 +100.0 -145.0 +100.0 -135.3 +100.0 -118.6 +100.0 -145.0 +100.0 -127.8 +100.0 -118.6 +100.0 -144.9 +100.0 -121.1 +100.0 -112.5 +100.0 -137.9 +100.0 -115.1 +100.0 -106.8 XX 61 3/4" +100.0 -145.0 +100.0 -145.0 +100.0 -144.2 +100.0 -136.9 +100.0 -130.3 36 11/16" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 XX 55 3/4" +100.0 -145.0 +100.0 -143.4 +100.0 -135.7 +100.0 -128.7 +100.0 -122.4 XX XX 5° 69 3/4" 64 63 3/4" +100.0 -144.2 +100.0 -126.7 +100.0 -135.8 +100.0 -126.7 +100.0 -128.3 +100.0 -122.0 +100.0 -121.6 +100.0 -115.5 +100.0 -115.6 +100.0 -109,7 XX XX 67 3/4" 6° 71 3/4" +100.0 -112.2 +100.0 -100.0 +100.0 -112.2 +100.0 -100.0 +100.0 -112.2 +100.0 -100.0 +100.0 -110.2 +100.0 -100.0 +100.0 -104.6 +100.0 -100.0 TABLE 2. COMPARATIVE ANALYSIS: FULL JAMB SIDE LITE GLASS A. 3/16" TEMPERED GLASS OPTIONS: C. 7/8" I.G. (3/16"T, AIR SPACE, 3/16'T) SIDE LITE WIDTH SIDE LITE HEIGHT 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 81 3/4" 8° - 96 3/4" 2111/16" +100.0 -145.0 +160.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 2411/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -144.9 +100.0 -137.9 3011/16" +100.0 -142.9 +100.0 -135.3 +100.0 -127.8 +100.0 -121.1 +100.0 -115.1 3311/16" +100.0 -118.6 +100.0 -118.6 +100.0 -118.6 +100.0 -112.5 +100.0 -106.8 3611/16" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NOTE: REFERENCE TEST REPORTS FTL4450, FTL-4451, FTL-4452, FTL-4921 AND FTL 5967. OVERHANG HEIGHT L NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 7 OF 11), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. OVERHANG I_ LENGTH I� 00 0 Rend Sr Orr: RsvwbM: J.R C522A19 8 Reved07 Solaro. J.R Revd Op J.J. o.r: 01/26/10 Lrr: 1cwa11 drrr,BY: OW; F.K. 12/90/04 0 AWED NOTEEOMORAMFOR LOW SILL OPTION. ADDED TEST REPORT9.. NO CHANGES THISSHEET. NOCHANOES THIS SHEET. Sr Orr: 1070 TECHNOLOOYDRIVE NOKOMIS, FL 34276 P.O. BQX 1629 NOKOMIS, FL 34274 Vorirbm DESIGN PRESSURES nor ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT erwrluw: F0650 wow: &wee Ow hit& Rev: NA 2 a 11 8000-12 D ruirauct P ILVISEP w rsYpyuq with iM Pia* Radii* Code AesteptirapseNo aphides Dm*. 20L5 IIIII Ii, �� �\CENSF '•.FAQ *' No.58705 • STATE OF :j/ "SS/CNAL \ .. A. LYrsINeMI0104, P.E. FL P.E.# 58705 I-e 73 13/16" MAX. WIDTH 95 3/4" MAX. HEIGHT ALL 79 1 /8" MAX. DLO ALL OX OR XO 37" MAX. WIDTH X 25" MAX. DLO ALL X UNITS 110 5/8" MAX. WIDTH OXO 713/4" MAX. WIDTH - X( NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIONS. 2. FOR ANCHOR SPACING AND DETAILS, SEE SHEETS 8 THROUGH 10. 3. FOR VERTICAL SECTIONS SEE SHEET 4 AND FOR HORIZONTAL SECTIONS SEE SHEET 5. 36 11/16" MAX. WIDTH 25" MAX. DLO 145 3/8" MAX. WIDTH 4 OXXO (SHOWING EACH VERSION SIDELITE) 36 11/16" MAX. WIDTH 33 3/16" MAX. DLO 0 (FULL JAMB) 0 (NARROW JAMB) r11.01UCT 11114VI561 al,•09100maw1M+Mm, . Cods Assaigotawel 13.23Illayolradmi auk dBF o"ae: R..roknz J,R 09122/09 B R.ega), J.R. Render JJ. bnmmOY• F.K. woe: 011i5/10 10110/11 112/30/04 ReWlonc C R.YNb".' Chocked By: NO CHANGE THIS SHEET NO CHANGES MIS SHEET. NO CHANOESTHISSHEET, 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BQX 1529 NOKOMIS, FL 94274 becrVloor EXAMPLE ELEVATIONS 1»« ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT arfauMedok FD650 NTS 3 of 11 a..tiuw 8000-12 D \ ��ON�'LYNN I Mi�/�% \..• ocENSF .p i * ' No. 58705 c0 . lK ll STATE.CC/� ��� ••.,FCORIOP..• �\�� A. LYNfil'NIILLLR, P.E. FL P.E.# 58705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. DLO I VERTICAL SECTION B OUTSWING HEAD �4 OR 7) — ORIGINAL VERSION TOP RAIL A ALTERNATE VERSION TOP RAIL — EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL ar.)- INTERIOR MAX. HEIGHT MAX. DLO EXTERIOR —ORIGINAL VERSION BOTTOM RAIL 22 A ALTERNATE VERSION BOTTOM RAIL — A VERTICAL SECTION D OUTSWING SILL _,_ it 1 LI111 1 NI INTERIOR MAX. HEIGHT •1U Iipobw will a.w.1 Cale AtialiaillBwlass 20/5 Rend By. J.R Rind By J.R FwedBy: J.J. Drewn BY F.K. Dab: 09/22N8 Dab: 01/25/10 1aia11 Drab: 12/30/04 ReWlons B ADDED LOW RISE SILL R.vkM'' NO CHANGES THIS SHEET. C ReWbrr D NO CHANGES THIS SHEET. Mocked Dab: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94276 P.O. BOX 1529 NOKOMI3, FL 34274 VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT ads: F17650 1/2 4 a 11 u.wHnM* 8000-12 D `,�;N,.\..YNN 1l", i :.\GE:,ii �NSo.587=v� 10 �f 1LWF'.STA EFj\C\'V;"`SSION! .. A. LYNN MILLER, P.E. FL P.E.# 58705 OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL J SLAB AT GLASS BED DETAIL G STILES AT ASTRAGAL DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) DETAIL E JAMB, FULL JAMB SIDE LITE lililUhl: NOTE: ASSEMBLY HARDWARE QTY (3), 11" FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR DETAIL I JAMB, NARROW JAMB SIDE LITE Crwawa itivo°Kn. 23 ■.rk.tw. Daft Dade-n.i.et Ravi By: J.R. 09/22/09 ReMebp: 8 NO CHANGE 0088HEE7 R.vodey: J.R. a»: 01/2010 ReNsIone 0 NOCHANGE8 111l88HEET. Rowdily: J.J. Drawn ey F.K. Deb: 18/18/11 12/30/04 RevhMr• Macke, eft NO CHANGES 7HI88HEET. Doke: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O.OQX 1528 Nd(OMIS, FL 84274 HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT F0850 1/2 Port 5 a 11 8000-12 D \ \\111IIIll1I �VNN ��.•.�\DENSE , 58'(05 • ILI L. II II KL/\ gPEOF • •_: SSION. P� \ A. LYNI'VJ'MILLI‘, P.E. FL P.E.# 58705 FD650 DOOR(S) TTFM I DWG# DESCRIPTION I PCP FRAME KII' PARTS t 8006 FRAME- HEAD & HINGEJAMB 68006 2 8003A OUT -SWING SILL 68003A 3 8004C OUT -SWING SILL COVER 68004C 4 8008 DRIP CAP 68008 5 6 8007 HEAD, SILL & JAMB WEATHERSTRIP (SCHLEGA L) SCREW COVER U83337T8500 68007 7 8009 INSTALL PLATE 68009 8 9 8032 FRAME ASSEMBLY SCREW 118 X 1" PH QUAD ASTRAGAL END SEAL 781PQA 48032 10 8058 OUT -SWING SILL (LOW RISE) DOOR PANEL 48058 5 20 8012 HEAD, SILL &JAMB WEATHERSTRIP (SCHLE(3AL) STILE U83337T8500 68012 21 22 23 8014 8013 8017 TOP RAIL. (THREADED ROD DESIGN) BOTTOM RAIL, (THREADED ROD DESIGN) TOP SWEEP 68014 68013 68017 24 8016 BOTTOM SWEEP 68016 25 26 27 28 29 30 31 32 33 34 35 8015 8021B 8020A 8018 8019A 8035 SWEEP SCREWS, #4X 1/2" PHIL PH ASTRAGAL, ACTIVE& INACTIVE GEAR HINGE, JAMB SIDE GEAR HINGE, COVER GEAR HINGE, BACK-UP PLATE GEAR HINGE, DOOR SIDE GEAR HINGE, BEARING GEAR HINGE, SETSCREW #6-32x1/4" GEAR HINGE, MTG. SCREW # 12 x3/4" TRUSS HD. GEAR HINGE, MTG. SCREW # 12 x I 1/2" TRUSS HD. THREADED ROD 5/16-18 X 36" 68015 680218 68020A 68018 68019A 68035 6TRODA 36 FLANGED HEX NUT 5/10-18 7990NUTA 37 8039 TRUSS CLAMP 60378M 38 39 8043 8030 S/S GEAR LATCH MECHANISM (ASHLAND) LOCK BLOCK 48030 40 LATCH ASS'Y SCREWS 48 X2" SS PHILL TR HD 78X2TPAX 41 42 43 8037 8045 8031 S/S SHOOT BOLT ROD (SULWVAN) STANDARD FLUSH BOLTS W/ SS ROD (SULLIVAN) SHOOT BOLT GUIDE 48031 44 SHOOT BOLT GUIDE& STRIKE SCREW 8-32X 3/8" SS PHILL TR HD 78X38PFTX 45 46 47 8038R 8038L RIGHT- STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED LEFT) LEFT- STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED RIGHT) STRIKE PLATE SCREWS 8-32X 3/8" SS PHILL TRHD W5110-43S1 W 5110-0451 78X38PFTX 48 STRIKE PLATE MIDDLE SCREW 6-24 X 1/2" FH 7612FPTX 49 8036 STRIKEPLATEAT HEAD& SILL 50 HEAD STRIKE SCREW S SS 8 X 1/2 PHILL FH 7858ZAX 51 52 53 54 55 8041 8042 8044 8014A 56 8013A STRIKE PLATE SCREW S @SILL SS 8 X 1/2 PHILL UNDERCUT FH ACTIVE TRIM SET (ASHLAND) PASSIVETRIM SET (ASHLAND) STAINLESS STEEL PASSIVE LOCK GEAR (ASHLAND) TOP RAIL (LAG BOLT DESIGN) BOTTOM RAIL (LAG BOLT DESIGN) Raved fly: Q * /WSW,. F.K 10/13416 B Rend By dft Rend By J.J. Brun By: F.K. Dow 0902/09 Caw imam 0/04 Revisions: O cl»okwe. ADDEOLOW RISE SAL. NO CHANGES THIS SHEET. NO CHANGES THI8 SHEET. Dote: 78X12PFHUX 68014A 68013A FD650 FULL JAMB SIDE LITE B'FM DWG# DESCRIPTION PGT# 1 8006 FRAME -HEAD, SILL&JAMB 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 FRAME ASSEMBLYSCREW 88X I" PH QUAD 15IPQA 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 THREADED ROD 5/16.18 X 36" 6TRODA 36 FLANGED HEX NUT5/16-18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 #8 X3/4" PH SQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRIM 68028 62 8029 SIDE LITE JA MB TRIM 68029 FD650 NARROW JAMB SIDE LITE 1 8006 FRAME- HEAD& SILL 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 FRAME ASSEMBLYSCREW #8 X I" PH QUAD 781PQA 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 THREADED ROD 5/16.18 X 36" 6TRODA 36 FLANGED HEX NUT 5/16-18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 88 X 3/4" PH SQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDELITE HEAD TRIM 68028 70 8010 FRAME, JAMB 68010 ASSEMBLY MT 80 8033B FRENCH DOOR ASSEMBLY BEAM 68033B 81 # 10-24 X 21/2" PH SCREW 82 #10-24 HEX NUT 83 #12X 11/2" TR HDTEK SCREW 84 8056 SUBSILL(OPTIONAL) 68056 GLASS, BEADS & SILICONE 90 ------ GLAZINOSEALANT, DOW CORNING 899, 983,995 OR EQUIVALENT 100 ----- 3/16" TEMPERED GLASS 101 -------- 7/8" I.G. GLASS (3/16"T, 1/2" AIR SPACE, 3/16"T) 102 8025 3/16" BEAD 68025 105 8022 BACK BEAD 68022 106 8026A SLBACKBEAD 68026A 108 8024A 7/8" ICI -WAD 68024A 109 1224 VINYL BULB W STP (THICK) 6TP247 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS: FL 34274 PARTS LIST Tik ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT FOB60 NA 0 11 Dm.. Net 8000-12 Rev D PYYYUCT"avIw6 ) ..*Piyiit w86 des FlleoriA MatkIlles Code Anr2 imeirstio. es* 1pt.teee N.L:JO Gs 205 `\\\�I11111111 `� N( �YNN M/z ,F'.: 0• \GENSE •. �P Qom;••• � •�•'* �; • _ 4(J No.58705 Luz- L-. Jo11�1 ,•tu, '., STATE OF .; ! ` �''�SS(ONP�' A. LYNf� kILL�EI�,\P.E. FL P.E.# 58705 L 1.000 .062 3.636 #8006 6063-T6 OFRAME, HEAD, JAMB AND SIDELITE SILL O#8009 6063-T5 INSTALL PLATE 1.938 -- - .100 #8003A 6063-T6 #8004C 6063-T5 22 OUT -SWING SILL O OS SILL COVER .062 .583 1 --11 1. 7' , 2.000 1.376 3.636 #8056 6063-T6 0 OUT -SWING LOW SILL 8.250 22 #8013 6063-T6 BOTTOM RAIL ---- .100 Rove4ey. J.R. Revedey. J.R R..eer J.J. d.nnty: F.K. 8.250 #8013A 6063-T6 56 BOTTOM RAIL, LAG BOLT DESIGN nn: 01/26/10 lWHW11 12/30/04 Review: e RevkVmk: ! war• D Cheeked Sr ADDED LOW RISE SILL AND SECOND EXTRUSION SHEET. NO CHANGES THIS SHEET. NO CHANGES 711ISSHEET. OW: T T 1.93 1.938 3.990 20 #8012 6063-T6 STILE 4.434 21 #8014 6063-T5 TOP RAIL 1.93 1.938 4.434 #8014A 6063-T5 55 TOP RAIL, LAG BOLT DESIGN 1070 TECHNOLOGY DRIVE NOKOMIS, FL 3427E P.O. SQX 1520 NOKOMIS, FL 34274 1.498 1.467 1.467 .050 #8008 6063-T5 DRIP CAP 23 23 #8017 6063-T5 TOP SWEEP #8016 6063-T5 24 BOTTOM SWEEP .075 1.170 L.-- 2.544 —.4 1 26 #8015 6063-T6 ASTRAGAL EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT 1.160 I..- 4 il .311 .040 #8007 6063-T6 SCREW COVER rNO0UCT REVISED M [applying with the FYai%. NMdil,3 Code `O Awehta ee Na Mies Male 2015 sue: FO850 1/2 Me7 a 11 8000-12 D �01\IN A a '//i: A�'..•\GENSF ''•FQ * No.58705 . a• o{111 11/o I Lu SEAT OF r' Z: '/f`SS/ONAL A. LYNN MillLLi,. P.E. FL P.E.# 58705 075 ,-- 2t 27 #8021 B 6063-T6 GEAR HINGE, JAMB .050 438 1 2.622 61 #8028 6063-T5 SL HEAD TRIM f6" 045 .442 — ►{ .965 #8022 6063-T5 BACKBEAD .125 1 742 1 .353 .072 28 #8020A 6063-T6 GEAR HINGE, COVER 3.775 .050 .325 84 #8056 6063-T4 SUBSILL, OPTIONAL .965 1.169 .045 #8026A 6063-T5 SL BACKBEAD 1_ .750 .818 10 #8023A 6063-T5 7/16" BEAD r .142 1 1 ��--�1.763 29 #8018 6063-T5 HINGE, BACK-UP 111 2.438 30 #8019A 6063-T6 GEAR HINGE, DOOR 70 #8010 6063-T6 NARROW SL JAMB .045 #8024A 6063-T5 I.G. BEAD .125 .075 1.812 —1 _ASS 1.000 .100 37 #8039 6063-T6 TRUSS CLAMP 3.251 6335 #8033B 6105-T5 80 FD ASS'Y BEAM 2..313- --,��� .050v 62 #8029 6063-T5 SL JAMB TRIM rMIUUUCT N1kVISE0 Ae.� r1p w11A, the tleAdh, 1rSd1 Coe Ao/gloexe No//—!0!3 2 tigk�r.1✓*de 2015 wdey. Gab: ReWbp: J.R. 0912209 0 NEWPAOE Raved Ds J.R. RevsdDs J.J. Drawer F.K. Dote: 01125/10 aee: 16/10/11 12/30/04 Reviews: C Rsvro�er.: 0 Checked Its NO CHANGES THIS SHEET. NO CHANGES THIS SHEET. Derv: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 54275 P.0. BOX 1529 NOKOMIS, FL 34274 EXTRUSION PROFILES (CONT.) ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT ce eekod k F0650 1/2 w 11 bereft hb. 8000-12 hew D \\\�s,�NV ILYNN 4 /0,. 1 �Q$:..•' �\CENSF •..FAQ i _` * ' No. 58705 * 1. - �O�'. S ATE /OFQ (V . '••F<ORIDP.•'• ' Z— �S G SiONAL E�.• A. LYNl/MILL�gF' P.E. FL P.E.# 58705 - JAMB ANCHORS HT. QTY. _ 95 3/4" - (5) 91 3/4" - (5) 87 3/4" - (5) _ 83 3/4" - (5) 79 3/4" - (5) 11" 00 11" + r DETAIL A (CONCRETE) LAB (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 JAMB ANCHORS HT. QTY. 95 3/4" - (8) 91 3/4" - (8) 87 3/4" - (8) 83 3/4" - (7) 79 3/4" - (7) 10.571" - MAX. O.C. _ _IA 11" A DETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 20R3 36 1 1 1 _ 3" MIN. HEAD & SILL ATYP. y ANCHOR CLUSTER (TYPICAL) JAMB ANCHORS HT. QTY. 95 3/4" - (5) 91 3/4" - (5) 87 3/4" - (5) � 83 3/4" - (5) - 793/4"-(5) 11" + r r r r + -7 A DETAIL C (CONCRETE) SEE NOTE 5 00" _ - A (2) EQ. SP. TYP. (2 OR MORE PANELS)REGARDING APPLICABLITY ANCHOR TYPES: OF ENCIRCLED 1 OR 2 ANCHOR LOCATIONS IID Q 1 1111 `HEAD & SILL ANCHOR CLUSTER (TYPICAL) (3) EQ. SP. TYP. r1 III, 1 n 1111 1111 Q JAMB ANCHORS HT. QTY. 95 3/4" - (8) 91 3/4" - (8) 87 3/4" - (8) 83 3/4" - (7) 793/4"-(7) 1111 Ip A DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 20R3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE-FLEX 3 -#12 STEEL SCREW (G5) A CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS : (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) A HEAD AND SILL 6" MAX. FROM FRAME CORNERS. JAMBS 11" MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS....11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL D, WOOD SUBSTRATE) ® HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3", 6", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4". JAMBS 11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C. 11" 10.571" MAX. _ O.C. rIWDUCT ilEVIBEB spotplyliwg with tM Fled& Iltddilag Code Moopt ReeHei/./D Date 2015 `waver: Derez Rewionv J.R 09 2/09 B NO CHANGES THIS SHEET. Rene Br J.R. Reese ey J.J. a,»ner: F.K. 0VJ6%0 Mr: 1(Wa11 Deno 0/04 RMsbnx c Revision Checked Sir CHANGED TAPCON' TO.1ILTRACON'. NO CHANGES THIS SHEET. Dew 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94276 P.O. BOX 1629 NOKOMIS, FL 34274 ANCHORAGE SPACING ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT Serieelefelek FD650 NTS 9 a 11 ueetBNIX 8000-12 Roo D I / �`\N\IpNLYNN M/7 //'/. *. No. 58705 Pp 1B Iilll :' Cr STATE OF �[/\ '"; • 'FLORID?'.•' G,��� FSS/ONAy1 ' A. LYNX ( L'LCI2,P.E. FL P.E,# 58705 A CONCRETE ANCHOR (NOTE 1) 1/4" MAX, GROUT, SEE NOTE 5 A CONCRETE ANCHOR, SEE NOTE 1 ACONCRETE ANCHOR SEE NOTE 1 AWOOD ANCHOR SEE NOTE 2 3.4 KSI MIN. ;••:'. CONCRETE-. 1�t 7111.11.11-1 3.4 KSI MIN• A CONCRETE 1/4" MAX. GROUT, SEE NOTE 5 CONCRETE ANCHOR SEE NOTE 1 • EMBED. s- • • SEE A 3.4 KSI MIN • NOTE 1 A. CONCRETE' ' • TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) A � ;;'EMBED. SEE NOTE 1 1/4"i MAX. SHIM OPTIONAL EMBED. SEE NOTE 1 OPTIONAL SIDE LITE SILL (SUBSILL TO CONCRETE) 1/4"A MAX. SHIM WOOD ANCHOR, SEE NOTE 2 1/4" MAX. GROUT SEE NOTE 5 1 3/8" MIN. ® TYPICAL SIDE LITE SILL (DIRECT TO WOOD) EXTERIOR INTERIOR E> (ALL HEAD & SILL SECTIONS) ..3.4 KSI MIN. CONCRETE EMBED. SEE A NOTE 1 1x WOOD SEE NOTE 3 2x WOOD SEE NOTE 3 A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 1/4" SS4 CRETE-FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". MIN. EMBEDMENT: 1/4" ULTRACON - 1 3/8", 1/4" SS4 CRETE-FLEX - 1 3/4". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE-FLEX - 1 3/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS ix ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 9 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. laved By. PO. Rork/ono: 1/4" MAX. WOOD ANCHOR, GROUT SEE NOTE 2 SEE NOTE 5 OPTIONAL OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) 1 3/8" MIN. 1/4" MAX. SHIM R TYPICAL DOOR & SIDE LITE HEAD J.R 09?24,9 B ADDEDSIDELITE SILL DETAIL REORGANIZED DETAILS. D.r: Rmrbna: 01/25/10 C ekeMBy: J.R. Rand By. J.J. oar: iN1N11 RaKNR,R 0 CHANGED TAPCOM TO 'OLTRACON' NO CHANGES THIS SHEET. Dram By. F.K. 12/30/04 Chocked* Dee,: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 342T6 P.O. BOX 1529 NOKOMIS,, FL 34274 ANCHORAGE DETAILS 1aa ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT BerMrdei: F0650 1/2 10 a 11 Da.keew. 8000-12 My D v QLUCTAivisue as eoreNing wit*, the noM WMdlbi Code meow.. No 14yireetiea Rate bade 2015 ti-\\II Illiiirf 7—__ • 1 0•'. S /NOoN5A87O'5E ':(s.:',... __� • A'SYNI4 MTAIJTEEiF,P.E.( FL P.E.# 58705 EXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE 0 ANCHOR SEE NOTE 1, 1/4" MAX. SHEET 10 GROUT, SEE NOTE 5, SHEET 10 A EMBED. SEE NOTE 1, SHEET 10 CONCRETE ANCHOR, _ SEE NOTE 1, SHEET 10 1/4" MAX. GROUT, SEE NOTE 5, SHEET 10 ewe m m-7 34 KSI MIN EMBED. 1 3/8" ' CONCRETE SEE NOTE 1, SHEET 10 MIN. } f TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) OPTIONAL INTERIOR (ALL JAMB SECTIONS) EXTERIOR Rend By: Deb: F.IC 10/16/06 77a Br Gab: J.R. 0912209 EMBED. A SEE NOTE 1,~ SHEET 10 3.4 KSI MIN. • • CONCRETE 1/4" MAX. SHIM - ►1 F� ReMbb B ADDED LOW RISE SILL OPTION. REORGANIZED DETAILS. 144efm• NO CHANGES THIS SHEET. C A CONCRETE ANCHOR, SEE NOTE 1, SHEET 10 EMBED. ® SEE NOTE 1,~ SHEET 10 A 3.4 KSI MIN.•:. • CONCRETE OR 1.5 KSI MIN. CMU 1x WOOD, SEE NOTE 3, , SHEET 10 1/4" MAX. SHIM WOOD qA ANCHOR SEE NOTE 2,_ SHEET 10 1/4" MAX. GROUT, 0 SEE NOTE 5,� SHEET 10 TYPICAL DOOR SILL (DIRECT TO WOOD) WOOD ANCHOR, SEE NOTE 1, SHEET 10 1/4" MAX. GROUT, SEE NOTE 5, SHEET 10 OPTIONAL OPTIONAL DOOR SILL (SUBSILL TO WOOD) CONCRETE CONCRETE 0 ANCHOR, A A ANCHOR, — SEE NOTE 1, 1 3/8 SEE NOTE 2, SHEET 10 SHEET 10 MIN. TYPICAL DOOR & SIDE LITE JAMB RovedBr 10710/11 °N.. Or Deb: F.K. 10/16/06 Re1116,0 NO CHANGES THIS SHEET. Checked By. Deb: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 152E NOKOMIS, FL 34274 B 0 2x WOOD, ,�Jl SEE NOTE 3, SHEET10h 1/4" MAX. SHIM —►{ f� ANCHORAGE DETAILS (CONT.) ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT SerbvfiyJy; - Sale: ShMt OnW,Rn Rer FD750 1/4 11 d 11 8000-12 D rillautcr atavism lort.11u the Florae tilipiretkee P \ \ co ILYNN M/4''., F4.••.• • JGENSF '•. `�'P * No. 58705 •* •STATE OF CC/ lS S�ONAL E A. LYNNIMIIILE , P.E. FL P.E.# 58705 206 Portal 1 Q,1 Violations Letters isji 1 Hearings Lot Clearing Initiation ActivitiesiZ1 Images IQ, IToDo List Liens Property Information Address 1713 NW 7 STRD Zone Folio Registered El Case Information 311 Tracking I g,1 116 10131350270900 Lot Registered Case Number Status CE2012020456 [ Closed CE2012006716 Open CE2012005528 Open BB2012003605 Open CE2012002508 !Closed CE2009009023 !Open CE2007022438 [Closed CE2007009234 Closed Division Code Enforcement Processjcode Enforcement NOV Source' Erriployee Request TYPel Case 44 Complaint Type Where on Property? Submit Query Case Address Comments KJ 1 Current Page Move Case Contacts Case Initiation Owner ERIKA ] FRANCO Owner Address 713 NW 7 STRD Net ID E-OVERTOWN New Case Save Add Requestor Move To Legal Folio 713 NW 7 STRD Description Right of Way? Li Repeat Offence? Work Completed without a Finalized Permit (Chiki Hut, CBS Wall, Awning/Canopy, Enclosure, Windows, and a Interior Remodeling Permit) Facade (Paint) Storage of Misc Materials Received Service Date First Inspection fMay 05, 2009 jMay 05, 2009 FMay 05,2009 Overgrown Lot Priorityai In Compliance I Closed Date Daily Per Diem Last Completed Activity I nspectoil RicARD0 FRANQUI Refer To !Submit Query Override the Geo Inspector assignment Search By: Number Equal to: Violations 150 'Nov 24, 2014 Refer Entered by RFranqui on May 05, 2009. 1504 - WORK PERFORMED WITHOUT A PERMIT 1508 - Outside Storage of miscellaneous materials/EQPT and or debris. 1571 - Failure to maintain exterior of commercial or residential property 1595 - FAILURE TO HAVE A CERTIFICATE OF APPROPRIATENESS (HISTORIC) Case Street Number Name Type v Street Name Is exactly: Street type (AC, AV, AVRD, BLVD, BLWY, CIR, CSWY, CT, CTRD, DR, HWY, LA, LN, PKWY, PL, PLZ, RD, ST, STRD, TER, TRL, WAY, WY) Is exactly: 713, 7, STRD, 713 NW 7 STRD„ 713 NW 7 STRD Violations Portal Violations Initiation g Activities Letters gill Images Q t Case Information Violations Address Zone Hearings j Lot Clearing To Do List Liens j f 713.NW 7 STRD 116 Folio 10131350270900 Date Compliance Due Status Date Complied Violation Inspector Ju 28, 2010 Current Page Violations and Compliance Process Case Type Status Tracking Number Case Number Description 'Code Enforcement NOV, 'Overgrown Lot en 1cE2009009023 .. ew Violation Sav RICARDO FRANQUI RICARDO FRANQUI RICARDO FRANQUI RICARDO FRANQUI WORK PERFORMED IMTHOUT A FINALIZED PERMIT. 'Senior Citizens Outside storage of miscellaneous materials, equipment, and/or debris. FAILURE TO MAINTAIN EXTERIOR OF COMMERCIAL OR RESIDENTI.! FAILURE TO HAVEA CERTIFICATE OF APPROPRIATENESS (HISTOF'. Status lopen _... i.=3. Description Inspector (RICARDO FRANQUI Violation Date Violation Time Fine Amount IMay 05 2009 10:42 AM j500 500 Date Issued 1May05, 2009 Time Issued 110:42 AM Ticket Number Required Corrections rRK PERFORMED WITHOUT A FINALIZED PERMIT."Senior Citizens c, re exempt from the payment of perms fees under certain circumstances o encourage the issuance of building permits, to achieve compliance with V Code Section !City Code SEC 10-3 (FSC 104, 105) Comments ,Repeat Offence? ❑Right of Way? Compliance/Extension Dates New Compliance Date Compliance Due [May 15, 2009 dateDfoDIYYYYrmat: . _Y_--.... MM/ 1 2 3 May 15, 2009 jJun 28, 2010 'Jun 28, 2010 1 Entered by RFranqui on May 05, 2009. Entered by RFranqui on May 05, 2009. Process Change Explanation Outlook.com Print Message Print Fwd: 713 Nw 7strd From: Franco, Erika (efranco@miamigov.com) Sent: Tue 4/14/15 10:48 PM To: Erika Franco (francojerika@hotmail.com) 2 attachments image001.jpg (1.9 KB) , image002 jpg (1.4 KB) Sent from my iPhone Begin forwarded message: From: "Diaz, Rene" <ReDiaz@miamigov.com> Date: March 6, 2015 at 9:12:04 AM EST To: "Franco, Erika" <efranco@miamigov.com> Subject: RE: 713 Nw 7strd Page 1 of 5 WWP is Working Without a Permit and USS is Unsafe Structures. Plans are required for the remodeling and repairs that also includes removing the illegal enclosure and remodeling done to the carport that includes unsafe electrical work, structural work for the exterior walls. The mechanical work is because any exterior a/c unit has to be above the flood elevation and based on the on the extend of remodeling being done the plumbing will have to be upgraded too. At this point the house is not considered condemned. Thank you. Descri ption: Descri Rene I. Diaz, Chief of Unsafe Structures City of Miami Unsafe Section 444 SW 2nd Avenue 4th Floor Close https://blu180.mail.live.com/ollmail.mvc/PrintMessages?mkt=en-us 4/14/2015 Outlook.com Print Message Page 2 of 5 Miami, Florida 33130 Telephone: 305-416-1107 Cell phone: 786-251-7181 rediaz@miamigov.com To learn more about our Unsafe Structures process just click 4 here To learn more about the 40-Year Recertification process, please click 4 here To reach the Building Department webpage, please click 4 here This communication, together with any attachments, may contain legally privileged and confidential information. it is intended only for the use of the above person or persons. If you are not the intended recipient, you are hereby notified that any review, dissemination, distribution or duplication of this communication is strictly prohibited. If you have received this communication in error, please notify the sender immediately by reply e-mail and immediately destroy all copies of this communication and any attachments. Descript ion: Ilacrrint Please consider the environment before printing this e-mail From: Franco, Erika Sent: Friday, March 06, 2015 7:44 AM To: Diaz, Rene Subject: Re: 713 Nw 7strd I apologize for all the questions but I have to be prepared and know what I'm talking about for the meeting. I'm assuming that USS is unsafe structure is that correct? what is WWP in the roofed garage? https://blu180.maillive.com/ollmail.mvc/PrintMessages?mkt=en-us 4/14/2015 Outlook.com Print Message Page 3 of 5 Why are the plans required for mechanical, plumbing, and electrical if what they found was something in the garage? Is this house considered condemned? Sent from my iPhone On Mar 5, 2015, at 6:20 PM, Diaz, Rene <ReDiaz@miamigov.com> wrote: Good afternoon Erika, Attached find a copy of the violation with a brief description of the deficiencies found at your property. A full set of plans including architectural, structural, Mechanical, Plumbing and Electrical will be required for the remodeling/repairs. The contact person for the Flood Plain Section is Guari Mascaro, he has been copied on this email, Guari can assist you with any questions you may have regarding FEMA regulations. Please do not hesitate to contact me should you have any further questions regarding this matter. Thank you. <image001.png> Rene I. Diaz, Chief of Unsafe Structures City of Miami Unsafe Section --- 444 SW 2nd Avenue 4th Floor Miami, Florida 33130 https://blu180.mail.live.com/ol/mail.mvc/PrintMessages?mkt=en-us 4/14/2015 Outlook.com Print Message Page 4 of 5 Telephone: 305-416-1107 Cell phone: 786-251-7181 rediaz@miamigov.com To learn more about our Unsafe Structures process just click -3 here To learn more about the 40-Year Recertification process, please click - here To reach the Building Department webpage, please click -) here This communication, together with any attachments, may contain legally privileged and confidential information. It is intended only for the use of the above person or persons. If you are not the intended recipient, you are hereby notified that any review, dissemination, distribution or duplication of this communication is strictly prohibited. If you have received this communication in error, please notify the sender immediately by reply e-mail and immediately destroy all copies of this communication and any attachments. Please consider the environment before printing this e-mail Original Message From: Franco, Erika Sent: Thursday, March 05, 2015 1:51 PM To: Diaz, Rene Subject: 713 Nw 7strd Good afternoon Mr Diaz, I met with you a couple of months back about the above property and have a couple of questions. Is this property considered condemned? You stated there are unsafe structure violations on this property and they needed to be corrected with architectural plans is it only for those violations? And if you could please send me a copy of those violations. The copy that I have I can not read what exactly is the violation only that one exist. https://b1u180.maillive.com/ol/mail.mvc/PrintMessages?mkt=en-us 4/14/2015 Outlook.com Print Message Page 5 of 5 The plumbing inside and electrical inside does that need plans as well? I met with the HEPB board and some if not all were unfamiliar with the FEMA 50% rule. Could you please give me the contact information of the FEMA liaison that was in the meeting with us? I appreciate your assistance. Sent from my iPhone https://blu180.mail.live.com/ol/mail.mvc/PrintMessages?mkt=en-us 4/14/2015 Portal Violations c, Letters Initiation �`) Activities Imo,! Images Property Information Address Zone Folio Registered Case Information Case Number Status CE2012020456Closed CE2012006716 Open CE2012005528 Open BB2012003605 Open CE2012002508 (Closed CE2009009023 Open CE2007022438 !Closed CE2007009234 iCoosed Lot Clearing Liens 1713 NW 7 STRD 116 0131350270900 311 Tracking Division Process Source Lot Registered Code Enforcement Code Enforcement NOV Employee RequestTypeCase Complaint Typelovergrown Lot Priority Where on Property? Submit Query Case Address Comments Current Page Move Case Contacts c,; € Case Initiation Owner Owner Address Net ID ERIKA J FRANCO 1713 NW 7 STRD OVERTOW N LNew Case Save Add Requester Move To Legal Folio 1713 NW 7 STRD Description Right of Way? Repeat Offence? Work Completed without a Finalized Permit (Chiki Hut, CBS Wall, Awning/Canopy, Enclosure, Windows, and a Interior Remodeling Permit) Facade (Paint) Storage of Misc Materials Received In Compliance U09 Service Date !May 05, 2009 Closed Date First Inspection May 05, 2009 Daily Per Diem Last Completed Activity ay 05 Inspector'RICARDO FRANQUI Refer To ISubmit Query Search By: Number Equal to: QOverride the Geo Inspector assignment Violations 1150 _ Nov 24, 2014 Refer Entered by RFranqui on May 05, 2009. 1504 - WORK PERFORMED WITHOUT A PERMIT 1508 - Outside Storage of miscellaneous materials/EQPT and or debris. 1571 - Failure to maintain exterior of commercial or residential property 1595 - FAILURE TO HAVE A CERTIFICATE OF APPROPRIATENESS (HISTORIC) Case Street Number Name Type Street Name Is exactly: Street type (AC, AV, AVRD, BLVD, BLWY, CIR, CSWY, CT, CTRD, DR, HWY, LA, LN, PKWY, PL, PLZ, RD, ST, STRD, TER, TRL, WAY, WY) Is exactly: 713, 7, STRD, 713 NW 7 STRD, , 713 NW 7 STRD Violations Portal ti Violations ED Letters E Initiation j Activities Q Images E Case Information Address Zone Hearings Lot Clearing IAA Current Page To Do List Liens Violations and Compliance 1713 NW 7 STRD 116 Folio10131350270900 Date Compliance Due Violations Status Date Complied Violation Inspector Open `Open lay 20, 2013 Presess (Unsafe Structure Case Type `Building or Structures that are Unsafe Status Tracking Number Case Number Description Open v B13201200360 Kew Violation 11 Save 7604 t Reynaldo Benitez Buildings or Structures that are Unsafe, Unsanitary, or Deficient, Constilut- 7602 : Reynaldo Benitez Working without a pemst, building, roofing, mechanical, electrical, or plum: Violation 97604 - Buildings or Structures that are Unsafe, Unsanitary, Or Deficient, Constitute a Fire or Windstorm Hazan4 Status I Open Description Inspector 1 1 1e. 2.: �, - tBmndmgs or Structures that are Unsafe, Unsanitary, or Deficient, slihae a Fire or Windstorm Hazard or are Otherwise Violation Date Feb 18, 2012 Violation Time I11:00 AM Fine Amount ID U, 111 Date Issued `Feb 18 2012 Time Issued I10,59AM Ticket Number Re uired Corrections ': Code Section Kijor,640,11ur00,*01 Comments 130506: VIOLATION BB2012003605 REMAINS OPENED AND NRESOLVED. AVOID ADDITIONAL ENFORCEMENT ACTION, IOLATIONS, AND FINES. PLEASE CONTACT US AT riRepeat Offence? ErigM of Way? Compliance/Extension Dates Entered by RBenitez on Feb 18, 2012. Process Change i Explanation New Compliance Save Date Compliance Due I May 20, 2013 1 May 20, 2013 date format: MMIDDIYYYY Entered by RBenitez on Feb 18, 2012. Change to LI Change to Vrj Liens Portal C Violations O Letters E Initiation Activities El Images Case Information Address Zone Beatings Comments `7.1.1* Folio 10131350270900 Liens LNPEND No jUS2003605 RLN Comments Fees Recorded Lien Released Lion CFN 20130357921 Cunard Page Liens and Fees Process Status Tracking Number Case Number Unsafe Structure lOpen 1BB2012003605 New Lien , ; I Save Board TYFe unsafe Structures Book Start Page End Page Date May 07, 2013 date format: MMIDDIYYYY Pending Lien? Clear Lien Lien Cleared? Certify Lien I © OK To Certify? # Installments Certified?-0 Lien Paid Lien Paid? Pending Date IMay 06, 2013 Uen Clear Date Certified Date Amount Certified Type Amount Entered by BAlvarez on May 06, 2013. Modified by BAlvarez on May 06, 2013. New Fee I E ,,,Save Quantity Balance Create UN1 _A_ V $ 50.00 1 150.00 Create UNS 1 $ 50.00 1 50.00 Certified mail UN1 .{$ 4.42 .`i 4.42 -iPoStage UW1 :'$ 0.39 .`1 - 0.39 ;Recording Fee UN1 i$ 10.00 11 10.00 4Release UN1 i$ 10.00 _rl 10.00 TRIe Search F $ 60.00 _ � 1 - 60.00 i -1 Lien Costs p134.S1 Entered by BAlvarez on May 06, 2013. Modified by BAlvarez on May 06, 2013. DuQuesne & Associates, Inc. Consulting Engineers Civil • Structural ♦ Environmental • Forensic • Building Inspections April 28, 2015 Ms. Erika Franco 1025 NW 11 Avenue Miami , FL 33136-2911 Re: Assessment of home located at: • 713 NW 7 Street Road Miami, Florida Dear Ms. Franco: Our company, DuQuesne & Associates, Inc. (DQ&A) has performed an assessment of the residence located at the above reference location. Our general findings from this assessment are as follows: 1) The property consists of a parcel of land with various improvements. According to information found in Miami Dade County's property assessor's website, the improvements consist of a wood -framed structure built in 1940 and various attached and detached additions. 2) The property is zoned for single family residential use. 3) The home on the subject property is wood -framed, two stories in height, and has a combination roof consisting of flat roof sections and the main sloped hip roof. The sloping hip roof has a roof covering comprising of 3-tab shingles. 4) The home has a 2nd story balcony with guardrails along the east (rear) perimeter, an illegal front porch on the west side, and an illegal enclosed garage on the north side. 5) The original wood -framed building on the subject property has been altered, with the addition of a garage and a front porch. Both of these additions appear to have been added without permits or inspections. 6) A chickee has been added on the east side of the property, along the canal. According to information obtained from officials at the City of Miami, this chickee was also constructed without permits or inspections. 7) The dock area and retaining wall do not form part of this assessment. Our specific findings in regards to elements of this home are as follows: 1) The structural elements of the home appear to be in poor condition. Specifically: • Roof: Vertical structural elements are missing in the roof. Vertical supports have been removed in some locations. Wood sections of the roof structure appear to have been forcefully removed. No bracing is provided for roof joists. Joists do not appear to be properly strapped. Existing straps appear to consi metal pipe hanging tape. 8567 SW 24"' Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuquesnenAOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Mold and mildew is evident. Loose electrical wiring is visible throughout attic. Severe insect and water damage is visible on roof wood fascia. Illegal wiring and electrical boxes are visible throughout the roof attic. Loose wiring is predominant. • Exterior Walls: Exterior walls consist of 2" x 4" vertical wood studs with single wood horizontal wood board wall sheathing. Multiple cracks are visible between horizontal wood boards. No wind or moisture barrier was observed. No diaphragm system was visible to account for exterior forces. Strapping was missing in some vertical members. Visible metal strapping appears to be done with plumbing pipe hanging metal tape. Severe water and insect damage is visible on multiple sections of exterior wood siding. Windows appear to be in poor condition. Some windows are boarded up with plywood. According to the City of Miami Building Department, windows have been replaced without a permit or inspections. • Floors: 1st floor: The 1st floor was found to be supported, in part, by "temporary" structural repairs. These repairs were not deemed to be structurally adequate nor safe. 2nd floor: Damage to floor areas was visible in some locations. • Foundation: The foundations for the wood -framed house were found to be structurally inadequate. It appeared that loose concrete blocks were supporting double wood girders. Broken plumbing pipes, loose wiring and significant construction debris were observed in the home's crawl space. "Temporary" repairs to the foundations structural framework are visible. A significant amount of loose debris was observed in the home's crawl space. • Electrical: The electrical system for the entire house is in poor shape. The electrical meter box was enclosed by an illegal garage addition. Multiple loose wires and illegal electrical boxes were observed throughout the structure. • Plumbing: The plumbing system for the home is in poor condition. The sewer pipes consist of cast iron and PVC. Most need to be replaced. Page 2 8567 SW 24th Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuquesnea,AOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Water supply pipes were also found to be in disrepair. All bathroom fixtures were found to be in poor condition and will need to be replaced. • Illegal Additions: According to information found in City of Miami records, and site observations performed by DQ&A, various illegal enclosures and detached accessory buildings have been added to the original home. These include the garage addition, the front porch, the rear porch, partial CBS walls, metal lath and stucco walls, a detached chiqui hut, and window replacements. No plans were provided by the owner and no structural design calculations were found for these illegal portions of the home. Furthermore, the foundations for these additions were not visible. • Cosmetic: All interior drywall or wall sheathing was found to be damaged will need to be replaced. Most light fixtures are missing. Floor coverings are damaged and will need to be replaced or wood floors repaired and refinished. • Miscellaneous: The 2nd story balcony floor guardrails appear to be heavily damaged by moisture and/or wood -boring insects. Summary: The property has been classified as an unsafe structure by the City of Miami. The home and other improvements on the subject property appear to be in poor condition. Structurally, a significant amount of work will be required to repair existing damage and bring the structural components of the original home up to Code. The illegal additions to the home have to be structurally analyzed to determine whether the structural members and connections are safe and adequate. Foundations will have to be excavated and tested to determine size and reinforcement provided, if any. All metal lath and stucco will have to be removed as significant wood deterioration was observed along visible edges. A significant amount of wood flooring will have to be removed to observe condition of wood joists. The roof wood framing will have to be repaired. Missing wood members will have to be replaced. Wood partitions will have to be stripped and damaged partitions repaired. Debris will have to be removed from the home's crawl space and wood joists and foundations repaired. Exterior wall sheathing will have to be stripped and redone properly to prevent water and air infiltration. A significant amount of work will also be required to repair/replace the electrical, mechanical, and plumbing systems, along with cosmetic components of the house. Architectural & engineering plans, along with structural calculations, will have to be submitted to obtain a permit for all new repairs and for those areas of the home erected without permits. A demolition permit will also be required for areas to be removed or demolished. Recommendations: It is DQ&A's opinion that the damage observed in this home significantly exceeds the 50% threshold established in Section 1612.2 of the Florida Building Code, (under "Substantial Improvements"),j Page 3 8567 SW 24th Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuciuesne(dtAOL.com Home Assessment 713 NW 7 Street Road Miami, Florida "Substantial Improvement. Any repair, reconstruction, rehabilitation, addition or improvement of a building or structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the improvement or repair is started. If the structure has sustained substantial damage, any repairs are considered substantial improvement regardless of the actual repair work performed. Therefore, based on the damage observed, it is DuQuesne & Associates, Inc. opinion that the that the work required to rehabilitate this home would be cost prohibitive and that said cost will far exceed the 50% threshold mentioned in the 2010 Florida Building Code. As a result, demolition of the home and its' improvements is recommended. If you should have any questions regarding the above please give us a call. Sincerely, ,Jorge Du Quesne, P.E. P.E. 24513 DuQuesne & Associates, Inc. CA License #5245 Page 4 8567 SW 24th Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuauesneAAOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Appendix 1.0 Photographs Page 5 8567 SW 24d' Street ! No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDupuesnet AOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #1: View of front (west side) of building on subject property. Photo #2: View of 2nd floor exterior wall. Page 6 8567 SW 24th Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuauesnenAOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #3: View of 2nd floor interior wall. Photo #4: View of wood metal straps. Page 7 8567 SW 24th Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuquesneC AOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #5: View of large crack in plumbing cast iron pipe. Photo #6: View of loose wiring and electrical boxes in attic. Page 8 8567 SW 24"' Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuauesne(dIAOLcom Home Assessment 713 NW 7 Street Road Miami, Florida Photo #7: View of damaged roof rafters. Photo #8: View of damaged wood connections visible in roof attic. Page 9 8567 SW 24t Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuauesneaAOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #9: View of notice posted by the City of Miami. Photo #10: View of "enclosed" meter with damaged meter can. Page 10 8567 SW 24th Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuquesneAAOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #11: View of rotting wood stairs. Photo #12: View of damaged stairs at rear of property. Page 11 8567 SW 24th Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuquesne(dIAOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #13: View of rear of main building on subject property. Photo #14: View of damaged guardrails. Page 12 8567 SW 24th Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuauesneCTAOl _com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #15: View of damaged guardrails. Photo #16: View of "illegal" garage. Page 13 8567 SW 24"' Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuauesneeAOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #17: View of illegal front porch. Photo #18: View of damaged exterior walls. Page 14 8567 SW 24th Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuouesnat AOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #19: View of loose wiring in attic. Photo #20: View of attic. 8567 SW 24th Street / No 122 / Miami, Florida 33155 Page 15 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuquesneC AOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #21: View of column for front entrance porch. Photo #22: View of damaged exterior walls. Page 16 8567 SW 24th Street / No 122 / Miami. Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuauesnenAOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #23: View of rotted wood trail. Photo #24: View of basement crawl space. Page 17 8567 SW 24th Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuquesne(a)AOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #25: View of damaged door & window. Photo #26: View of basement crawl space. Page 18 8567 SW 24th Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuquesneAAOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #27: View of metal lath & stucco covered by wood siding at rear of home. Photo #28: View of metal lath & stucco covered by wood siding at rear of home. Damaged wood sub - sheathing visible. Page 19 8567 SW 24t Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuouesne(aAOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #29: View of damaged wall at rear of home. Photo #30: View of damaged wood located at rear of home. Page 20 8567 SW 24th Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuouesne(MAOL.com Home Assessment 713 NW 7 Street Road Miami, Florida Photo #31: View of damaged wood, lath & stucco. Photo #32: View of damaged floor for 2nd floor balcony. Page 21 8567 SW 24"' Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuauesnetatAOL_nom Home Assessment 713 NW 7 Street Road Miami, Florida Appendix 2.0 Unsafe Structures Citation Page 22 8567 SW 24th Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuauesnet ..AOL.com Home Assessment 713 NW 7 Street Road Miami, Florida f=4Sas rs C, AcheWs knips4 Property Intorntation ~gip L O Do Lilt Lona '. 75 I(r FourlDl a'] so, zo. V7 stigatHw � Lot Reereta'*a Casa Information Sit inching t)ivli.on Sou Requcat Tmei affix cOmlaailre IFF1(=, o,urown 0..oreyl rs.aper.unlRtCAROG IA6f4 t',77,1:1 Orr.7e try (4) rttc 3r afignrnent Search By: Number Equal to: WOW Veto** onPleeleelyt 12.4nt Oars ce nm re Rime C... COFWal t L9 . Oitereo Cwnr a P. Cate Peltelvc A) FRAht(F,, N.neaa Ill 3 Ny/ 5TN1:., IWt1G lovekl wN I.0 rctertcl mahout a FI Ittd New! Ic'w i MA cE3 WWF. 'w+YCa 9y t:naas..e Wnacwws. aro . arum.. FaraoNry Psnto Facade Pans; Sao - a o. U:cr Wtnrak Wauseon* Islay 05, 2009 84eur .Oita IMay 05, vo"n IP1ny 0S, 2+. 3 Lest Co in Camp a .c. C4Beed Uate 1 t''0 Per Oren, rise ..... .D1elitt Ac evrly IN 74, 7014 '50i•WLHtAPfRlOit•AEOYATq iAPLRM1 008 • Ow.ue S.a iu. or .,.wc ...saris au,tla, No 0 Neese tt4t '571 • Iatt,. to m.r wiirtY of rnai 0' ratw9sMal prwo ty 15$ • FAA tactf TO KAW A (RTtrICATT OF APPROPRiAIErf5S MIST 0i1lci Case Street Number Name Type V Street type (AC, AV, AVRD, BLVD, BLWY< CIR, CSWY, CT. CTRD, DR, FIWY, LA. LN. P)CWY, PL, PLZ, RD, ST, STRD, TER. TRL, WAY, WY) Is exactly. L 1 7 1.1. RLL1,1329P STRQ,,,J13 NW.? LTD Page 23 8567 SW 24th Street ! No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuquesneRAOL.com Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 01-3135-027-0900 Property Address: 713 NW 7 STREET RD Owner I ERIKA J FRANCO Mailing Address 713 NW 7 STREET RD MIAMI , FL 33136 Primary Zone 0100 SINGLE FAMILY - GENERAL Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds l Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,926 Sq.Ft Living Area 11,576 Sq.Ft Adjusted Area 1,551 Sq.Ft Lot Size 7,000 Sq.Ft Year Built 1920 Assessment Information Year 2014 2013 2012 Land Value $108,675 $108,675 $44,091 Building Value $80,962 $80,962 $90,148 XF Value $2,836 $2,870 $3,546 Market Value $192,473 $192,507 $137,785 Assessed Value $166,719 $151,563 $137,785 Benefits Information Benefit Type 2014 2013 2012 Non -Homestead Cap Assessment Reduction , $25,754 $40,944 Note: Not all benefits are applicable to all Taxable Values (i e. County, School Board, City, Regional). Short Legal Description SPRING GARDEN PB 5-38 LOT 27 BLK 10 LOT SIZE 50.000 X 140 OR 19278-1858 08 2000 4 COC 23763-3742 08 2005 1 Generated On : 4/2/2015 Taxable Value Information 20141 2013 2012 County Exemption Value I $01 $0 $0 Taxable Value $166,7191 $151,563 $137,785 School Board Exemption Value { $0 $0 $0 Taxable Value i $192,473 $192,507 $137,785 City Exemption Value i $0 $0 $0 Taxable Value $166,719 $151,563 $137,785 Regional Exemption Value $0 $0 $0 Taxable Value $166,719 $151,563 $137,785 Sales Information Previous Sale Price O FBook- 9 Qualification Description 08/12/2014 $100,000 29282 4560 Qual by exam of deed 08/01/2005 $450,000 23763- 3742 2008 and prior year sales; Qual by exam of deed 08/01/2003 $285,000 21561- 3214 Qual on DOS, but significant phy change since time of transfer 08/01/2000 $0 19278 1858 Qual by exam of deed . ne Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/diSclaimer.aSp Version: http://www.miamidade.gov/propertysearch/ 4/2/2015 Properly Search Application - Miami -Dade County Page 1 of 1 OFFI( E OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 01-3135-027-0900 Property Address: 713 NW 7 STREET RD Owner ERIKA J FRANCO Mailing Address 713 NW 7 STREET RD MIAMI , FL 33136 Primary Zone 0100 SINGLE FAMILY - GENERAL Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/BathslHalf 3/2/0 Floors 1 Living Units 1 Actual Area 1,926 Sq.Ft Living Area 1,576 Sq.Ft Adjusted Area 1,551 Sq.Ft Lot Size 7,000 Sq.Ft Year Built 1920 Assessment Information Year 2014 2013 2012 Land Value $108,675 $108,675 $44,091 Building Value $80,962 $80,962 $90,148 XF Value $2,836 $2,870 $3,546 Market Value $192,473 $192,507 $137,785 Assessed Value $166,719 $151,563 $137,785 Benefits Information Benefit Type 2014 2013 2012 Non -Homestead Cap Assessment Reduction $25,754 $40,944 Note: Not all benefits are applicable School Board, City, Regional). to all Taxable Values (i.e. County, Short Legal Description SPRING GARDEN PB 5-38 LOT 27 BLK 10 LOT SIZE 50.000 X 140 OR 19278-1858 08 2000 4 COC 23763-3742 08 20051 Generated On : 4/2/2015 Taxable Value Information 2014 2013, 2012 County Exemption Value $0 $0 $0 Taxable Value $166,719 $151,563 $137,785 School Board Exemption Value $0 $0 $0 Taxable Value $192,473 $192,507 $137,785 City Exemption Value $0 $0 $0 Taxable Value $166,719 $151,563 $137,785 Regional Exemption Value $0 $0 $0 Taxable Value $166,719 $151,563 $137,785 Sales Information Previous Sale Price OR Book - Pa a 9 Qualification Description 08/12/2014 $100,000 2456� Qual by exam of deed 08/01/2005 $450,000 23763- 3742 2008 and prior year sales; Qual by exam of deed 08/01/2003 $285,000 21561- 3214 Qual on DOS, but significant phy change since time of transfer 08/01/2000 $0 19278 1858 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. me Property Appraiser and Miami -Dade County assumes 7 liability, see full disclaimer and User Agreement at httpJ/www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 4/2/2015 Home Assessment 713 NW 7 Street Road Miami, Florida ANON. tra law W rw *dam pm la 4 as [ts - ,ftwai,,rq 'aswua ?i$q AY Violations MOW Winne a; Caste Information My,. OW,+[«rrer cvrr» s. a lows+ ',MOW fir,fdal a a®sa Malmo dada., mai rHsw taaww'tEt y` to* aria rq+s+.s opierao owl Campl+nnca'E rtansmn Dam !MN aNi c-+.9+4.x. tiw'jw. tt. 106f aw M NV Lanoip r+os. r Wr,s Mt Pommes Chop. Page 24 8567 SW 24th Street / No 122 / Miami, Florida 33155 Tel (305) 264-1425 / Fax (305) 264-1426 / E-Mail JDuquesne0AOL.com Ph: 305-586-2544 Duo -Fast Construction, Inc. 7830 SW 97th Court Miami F133173 CGC1505407 Email:duofastconstruction@yahoo.com Fax: 305-271-2725 AGREEMENT AND GENERAL CONDITIONS BETWEEN CONTRACTOR AND OWNER This Agreement made this 30t1i day of February, 2015 by and between Duo -Fast Construction, Inc, a Florida Corporation ("Contractor") and Ericka Franco., ("Owner"). Contractor and Owner agree as follows: 1. Erika Franco is the Owner of the following described land and the improvements on such land ("the property"): 713 NW 7th STRD, City of Miami, Florida 33136 2. Proposal for the Restoration and code compliance of an existing residence as per plans provided by the Jose Perdomo, Architect . DESCRIPTION OF IMPROVEMENT TO BE MADE: **This contract was estimated based on the copies of Preliminary Design plans provided dated as follows:** Description of work to be performed: Existing Residence is in grave disrepair and considered the status of posted unsafe structure by officials of the City of Miami Building department. The following will outline potential repairs the Architects of record and our first hand assessment. If we undergo this restoration, as issues currently uncovered are discovered we will notify both the owner and architect prior to executing. The structural system will need repairs and updating. Complete reconstruction of the Mechanical, Electrical and Plumbing systems. Bathroom and kitchen finishes added. Repair exterior siding, paint, new insulation and flooring. Removal of the rear and garage enclosure. Legalizing front porch. Replacing windows. Reinforce foundation. - OTHER SPECIFICATIONS: - Any changes shall be reflected by change orders signed by both the Contractor and Owner. 11Page 3 BREAKDOWN SCHEDULE: Descriptions Cost Permit cost, County or engineering fees, fumigation or compaction test Not Included Structural steel 3,300 Block cost and installation 3,250 Concrete 5,100 Form Materials 700 Trusses, Plywood, and fascia materials 4,800 Scaffolding and necessary bracing 850 Structural Labor 8,300 Finished roofing (Allowance) 16,500 Electrical work 18,300 Lighting fixtures (Allowance) 2,800 Mechanical work 6,800 Insulation 3,800 Drywall and finish 13,000 Exterior windows and doors (Allowance) Ecco Windows 27,198 Plumbing 8,645 Interior and exterior siding (Allowance) 18,532 Finish Carpentry 9,800 Floor tile 1860 sq. ft. @ $3.20 5,952 Tile installation materials 860 Floor tile installation labor 6,440 Stone work labor 900 Exterior plaster Not Included Paint and water proofing 4,600 Construction waste container 1,200 Temporary toilet 800 $175,727.00 Overhead and Profit $13,699.00 Total Proposal Amount $189,426.00 4. SCOPE OF WORK: Contractor shall furnish all of the material, rental and labor to construct the work per permit plans, unless otherwise stated in contract. 5. TIME OF COMPLETION: The work shall be substantially completed within 6 months from date of execution of contract. 6. CONTRACT SUM: The Owner shall pay the Contractor for the performance of the Agreement subject to the payment price and schedule stated in paragraph 3a,. Appropriate releases of liens from the Contractor, its subcontractors, its sub -subs, material suppliers, and any others will be made available to the Owner prior to the final payment. 21Page 7. CHANGES AND/OR ALTERATIONS IN THE WORK: In the event there are any changes to the job over and above the stipulated contract estimate price for which the Contractor would incur an additional cost to the job, or if there is any departure in construction from said agreement then additional cost as a result of any change, shall be first put in writing for the written approval of the Owner before its execution. All Approved Change Orders, once receiving a written approval from Owner, and shall be paid in accordance with the terms of the Change Order, unless agreed otherwise. 8. OWNER'S RIGHT TO TERMINATE AGREEMENT: Should the Contractor neglect to prosecute the work properly, or fail to perform any provision of the Agreement, the Owner after seven days written any notice to the Contractor by certified mail, return receipt requested and his surety, if any, may without prejudice to any other remedy the Owner may have, make good the deficiencies and may deduct the cost thereof from the payment then or thereafter due to the Contractor or, at the Architect' s option, may terminate the Agreement. 9. BUILDER' S RIGHT TO TERMINATE AGREEMENT: Should the work be stopped by any public authority for a period of thirty days or more, through no fault of the Builder, or should the work be stopped through act or neglect of the Owner for a period of seven days or should the Owner fail to pay the Contractor any payment within 7 days after it is due, then the Contractor upon seven day written notice to the Owner by certified mail, return receipt requested may stop work or terminate the Agreement and recover from the Contractor Payment for all work executed and any loss sustained and reasonable profit, damages and reasonable attorneys fees. 10. SUBCONTRACTS: All work related to the Construction of the project is to be done by Duo -Fast Construction, Inc, or its subcontractors. The Owner is not allowed to subcontract any of the Contractor' s work, regardless of cost savings or situation. No exceptions. 11. INSURANCE:Contractor must surrender copies of the certificates of insurance for both General liability and Workers Compensation insurance policy coverage which Must be in effect at ALL times throughout the duration of the project to meet all State and Local requirements. Owner's Builder's risk insurance must cover any and all materials used in construction of the residence. In the event of a theft, vandalism, hurricane, fire, act of God, etc. Contractor assumes no responsibility. Contractor assumes no responsibility for stolen or damaged materials such as appliances, air conditioners, etc. Responsible party shall be Owner's insurance company, or if no insurance it shall be Owner's sole responsibility. 12. ATTORNEYS FEES AND COST: In any litigation, including breach, enforcement or interpretation, arising out of this Contract, the prevailing party shall be entitled to recover from the non -prevailing party attorney's fees and costs. In an event such litigation is brought, Contractor and Owner agree that the proper forum is Dade County, Florida, and this agreement shall be construed and governed in accordance with the laws of the State of Florida, without application of conflicts of laws principles. 31Page 13. MATERIALS AND SUPPLIES: All building materials, supplies, appliances, equipment, fixtures, or other items which are included in the work shall be of equivalent or similar quality and specifications as the items being replaced. Contractor expressly reserves the right to substitute building materials, supplies, or other items, as may be necessitated by Uncontrollable Events or increases in the price or cost of such items as a result of Uncontrollable events. 14. BUILDER'S WARRANTY: Upon Contractor's substantial completion of the Work and Contractor's full payment of the Price, Contractor shall provide to Owner its standard form of warranty for all work performed by Contractor. Such warranty shall be for a term of one year. Said warranty subject to normal use and care. EXCEPT as provided above, there are no other Builder's Warranties, Warranties or Merchantability, Warranties for a Particular purpose, or any other Express or Implied Warranties on any kind applicable to the work. 15. WORKING CONDITIONS: The Contractor's employees shall not be required to work in hazardous conditions, and the Owner agrees to give the Contractor' s employees all reasonable cooperation to mitigate such concessions. Owner shall grant to Contractor free access to work areas for workmen and vehicles and shall allow areas for storage for materials and rubbish. Contractor is responsible to ensure safe working conditions for all employees, and all others at site. 16. SURVEY: Owner agrees to furnish all surveys needed for the property on which the work is to be done, unless otherwise stated. 17. OBSTACLES OF CONSTRUCTION: Unless specifically included herein, the Contractor shall not be held responsible for the removing of pipes, sprinklers lines, water or sewage disposal systems, conduits, telephone lines, TV antennas, awnings, gas tanks, meters or water heaters in the areas of construction. Owner agrees to protect and remove any personal property in the working areas including shrubs, flowers, or lawns and the Contractor shall not be held responsible for damage to said items. Contractor shall not be held responsible for damage or delays caused by the Owner, act of God, abnormal weather conditions, rainstorms, tidal actions, oil slippage, fire, strikes, war, riots or other damage to concrete's, sidewalks or driveway by passage of trucks, men or materials. 18. CANCELLATION: Should the Owner refuse to permit the Contactor to proceed with this contract or in any manner attempts to cancel, rescind, or repudiate this Agreement, the Owner agrees to pay the Contractor as liquidated damages, and not as a penalty, an amount equal to 10% of the contract price, in addition to costs incurred by Contractor in and above the execution or preparation of this Agreement. 19. SERVICE FACILITIES: Owner agrees to afford Contractor with water and electricity. 20. PATCHING: Contractor calls attention to Owner to the limitation of patching and while Contractor shall make every effort to match existing textures, colors and planes, exact duplication cannot be guaranteed. 41Page 21. INSPECTIONS: Contractor shall advise and request building inspections as required by municipality and in certain instances advice the Owner if entry to jobsite shall be required by building official. Owner assumes responsibility to make jobsite accessible upon notification by Contractor. 22. SUBSTANTIAL COMPLETION: Subject to the terms and conditions of this agreement, Contractor shall complete the work within 6 months, from execution of the contract. subject to delays or events beyond the control of Contractor ("uncontrollable Events"). "Uncontrollable Events" include, but are not limited to, delays caused by Acts of God; strikes or other labor disputes or conditions; catastrophes, emergencies, disasters, floods, or casualties; acts of governmental authorities; and shortages or limitations on availability of building materials, supplies, equipment, or other items or otherwise. Approx. 6 Months. 23. MISCELLANEOUS: a. Contractor assumes no responsibility for architectural mistakes or discrepancies on blueprints; but will be responsible to make both the Architect, and/or Owner aware of ANY and ALL items and conditions that deviate from the approved set of plans prior to ANY execution of same. b. The captions in this Agreement are for the convenience of reference only and shall not be deemed to alter any provision of this Agreement. c. Type or handwritten provisions which are inserted in or attached to this Agreement, signed by both Owner and Contractor, shall control all printed or pre -typed provisions of this Agreement with which they may be in conflict. d. This Agreement shall not be assignable by the Owner without the written consent of the Contractor. This Agreement shall be binding upon and shall insure to the benefit of the parties and their respective successors, heirs, legal representatives, and permitted assigns. e. This Agreement contains all of the terms and agreements between the parties, and shall not be altered or amended except through a written document, executed by both parties. Duo - Fast Construction, Inc is referred to as "Contractor", Emilio Cabrera. is referred to as "Owner" and the construction work is referred to as "Work". f. This Agreement is executed and delivered as of the date set forth on the first page of this Agreement. 51Page g. According to Florida's construction lien law (sections 713.001-713.37, Florida statutes), those who work on your property or provide materials and are not paid in full have a right to enforce their claim for payment against your property. This claim is know as a construction lien. If your contractor or a subcontractor fails to pay subcontractors, sub -subcontractors, or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, even if you have paid your contractor in full fail to pay your contractor, your contractor may also have a lien on your property. This means if a lien is filed your property could be sold against your will to pay for labor, materials, or other services that your contractor or a subcontractor may have failed to pay. Florida's construction lien law is complex and it is recommended that whenever a specific problems arises, you consult an attorney. Raul Ramos (President/CEO) Erika Franco (Owner) Duo -Fast Construction, Inc. 61Page - UNIT 8 SUBSTANTIAL IMPROVEMENT AND SUBSTANTIAL DAMAGE In this unit This unit covers: • The substantial improvement rule — how to regulate major additions and other improvements to buildings in the floodplain. • The substantial damage rule — how to regulate reconstruction and repairs to buildings that have been severely damaged. • Exceptions to the basic rules for some special cases. Substantial Improvement/Damage 8-1 CONTENTS INTRODUCTION 8-3 A. SUBSTANTIAL IMPROVEMENT 8-4 Projects Affected 8-4 Post -FIRM buildings 8-5 The Formula 8-5 Project cost 8-6 Market value 8-6 Substantial Improvement Examples 8-10 Example 1. Minor rehabilitation 8-10 Example 2. Substantial rehabilitation 8-11 Example 3. Lateral addition —residential 8-12 Example 4. Lateral addition —nonresidential 8-13 Example 5. Vertical addition —residential 8-14 Example 6. Vertical addition —nonresidential 8-15 Example 7. Post -FIRM building —minor addition 8-16 Example 8. Post -FIRM building —substantial improvement 8-17 B. SUBSTANTIAL DAMAGE 8-18 Cost to Repair 8-18 Substantial Damage Examples 8-20 Example 1. Reconstruction of a destroyed building 8-20 Example 2. Substantially damaged structure 8-21 Substantial Damage Software 8-22 Increased Cost of Compliance 8-22 C. SPECIAL SITUATIONS 8-25 Exempt Costs 8-25 Historic Structures 8-25 Corrections of Code Violations 8-26 Example 8-27 Substantial Improvement/Damage 8-2 INTRODUCTION In previous units we focused on the rules and regulations that prevent or reduce damage from floods to new buildings. But what happens when the owner wishes to make an improvement, such as an addition, to an existing building? What if a building is damaged by a fire, flood or other cause? Basic rule: If the cost of improvements or the cost to repair the damage exceeds 50 percent of the market value of the building, it must be brought up to current floodplain management standards. That means an existing building must meet the requirements for new construction. People who own existing buildings that are being substantially improved will be required to make a major investment in them in order to bring them into compliance with the law. They will not be happy. If the buildings have just been damaged, they will be financially strapped and your elected officials will want to help them, not make life harder for them. For these reasons, it is easy to see that this basic rule can be difficult to administer. It is also the one time when your regulatory program can reduce flood damage to existing buildings. That's why this course devotes this unit to administering the substantial improvements and substantial damage regulations. In this reference guide, the term "building" is the same as the term "structure" in the NFIP regulations. Your ordinance may use either term. The teens are reviewed in more detail in Unit 5, Section E. Substantial Improvement/Damage 8-3 A. SUBSTANTIAL IMPROVEMENT 44 CFR 59.1. Definitions: "Substantial improvement" means any reconstruction, rehabilitation, addition or other improvement to a structure, the total cost of which equals or exceeds 50 percent of the market value of the structure before the start of construction of the improvement. This section provides information on determining whether a building has been substantially improved and on what NFIP requirements apply. PROJECTS AFFECTED All building improvement projects worthy of a permit must be considered. These include: • Remodeling projects. • Rehabilitation projects. • Building additions. • Repair and reconstruction projects (these are addressed in more detail in Section B on substantial damage) If your community does not require permits for, say, reroofing, minor maintenance or projects under a certain dollar amount, then such projects are not subject to the substantial improvement requirements. However, if you have a larger project that includes reroofing, etc., then it must include the entire cost of the project. One problem you may face is a builder trying to avoid the requirement by applying for a permit for only part of the job and then later applying for another permit to fmish the work. If both applications are together worth more than 50% of the value of the building, the combined project should be considered a substantial improvement and subject to the rules. FEMA requires that the entire improvement project be counted as one. In order to help you enforce this, you may want to count all applications submitted over, say, one year as one project. Check with your attorney on whether your ordinance clearly gives you the authority to do this and be sure to spell it out in the permit papers given to the applicant. Some communities require that improvements be calculated cumulatively over several years. All improvement and repair'projects undertaken over a period of five years, 10 years or the life of the structure are added up. When they total 50 percent, the building must be brought into compliance as if it were new construction. Substantial Improvement/Damage 8-4 The Community Rating System credits keeping track of improvements to enforce a cumulative substantial improvement requirement. It also credits using a lower threshold than 50 percent. These credits are found under Activity 430, Section 431.c and d in the CRS Coordinator's Manual and the CRS Application. See also CRS Credit for Higher Regulatory Standards for example regulatory language. Post -FIRM buildings The rules do not address only pre -FIRM buildings —they cover all buildings, post -FIRM ones included. In most cases, a post -FIRM building will be properly elevated or otherwise compliant with regulations for new construction. However, sometimes a map change results in a higher BFE or change in FIRM zone. A substantial improvement to a post -FIRM building may require that the building be elevated to protect it from the new, higher, regulatory BFE. It should be remembered that all additions to a post -FIRM building must be elevated at least as high as the BFE in effect when the building was built. (You can't allow a compliant building to become noncompliant by allowing additions at grade.) If a new, higher BFE has been adopted since the building was built, additions that are substantial improvements must be elevated to the new BFE. THE FORMULA A project is a substantial improvement if: Cost of improvement project > 50 percent Market value of the building For example, if a proposed improvement project will cost $30,000 and the value of the building is $50,000: $30,000 = 0.6 (60 percent) $50,000 The cost of the project exceeds 50 percent of the building's value, so it is a substantial improvement. The floodplain regulations for new construction apply and the building must meet Substantial Improvement/Damage 8-5 the post -FIRM construction requirements. If the project is an addition, only the addition has to be elevated (see the examples later in this section). The formula is based on the cost of the project and the value of the building. These two numbers must be reviewed in detail. Project cost The cost of the project means all structural costs, including • all materials • labor • built-in appliances • overhead • profit • repairs made to damaged parts of the building worked on at the same time A more detailed list is included in Figure 8-1. To determine substantial improvement, you need a detailed cost estimate for the project, prepared by a licensed general contractor, professional construction estimator or your office. Your office must review the estimate submitted by the permit applicant. To verify it, you can use your professional judgment and knowledge of local and regional construction costs, or you can use building code valuation tables published by the major building code groups. These tables can be used for determining estimates for particular replacement items if the type of structure in question is listed in the tables. There are two possible exemptions you should be aware of: 1) improvements to correct code violations do not have to be included in the cost of an improvement or repair project and 2) historic buildings can be exempted from substantial improvement requirements. These are explained in more detail later on. Market v:a In common parlance, market value is the price a willing buyer and seller agree upon. The market value of a structure reflects its original quality, subsequent improvements, physical age of building components and current condition. Substantial Improvement/Damage 8-6 Managing Floodplain Development Through the National Flood Insurance Program FEMA E-273 / July 2008 FEMA VARIANCES 60.6 Sec. 60.6 Variances and exceptions. (a) The Administrator does not set forth absolute criteria for granting variances from the criteria set forth in Sec. 60.3, 60.4, and 60.5. The issuance of a variance is for flood plain management purposes only. Insurance premium rates are determined by statute according to actuarial risk and will not be modified by the granting of a variance. The community, after examining the applicant's hardships, shall approve or disapprove a request. While the granting of variances generally is limited to a lot size less than one-half acre (as set forth in paragraph (a)(2) of this section), deviations from that limitation may occur. However, as the lot size increases beyond one-half acre, the technical justification required for issuing a variance increases. The Administrator may review a community's findings justifying the granting of variances, and if that review indicates a pattern inconsistent with the objectives of sound flood plain management, the Administrator may take appropriate action under Sec. 59.24(b) of this subchapter. Variances may be issued for the repair of rehabilitation of historic structures upon a determination that the proposed repair or rehabilitation will not preclude the structure's continued designation as a historic structure and the variance is the minimum necessary to preserve the historic character and design of the structure. Procedures for the granting of variances by a community are as follows: (1) Variances shall not be issued by a community within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result; (2) Variances may be issued by a community for new construction and substantial improvements to be erected on a lot of one- half acre or less in size contiguous to and surrounded by lots with existing structures constructed below the base flood level, in conformance with the procedures of paragraphs (a) (3), (4), (5) and (6) of this section; (3) Variances shall only be issued by a community upon (i) a showing of good and sufficient cause, (ii) a determination that failure to grant the variance would result in exceptional hardship to the applicant, and (iii) a determination that the granting of a variance will not result in increased flood heights, additional threats to public safety, extraordinary public expense, create nuisances, cause fraud on or victimization of the public, or conflict with existing local laws or ordinances; (4) Variances shall only be issued upon a determination that the variance is the minimum necessary, considering the flood hazard, to afford relief; (5) A community shall notify the applicant in writing over the signature of a community official that (i) the issuance of a variance to construct a structure below the base flood level will result in increased premium rates for flood insurance up to amounts as high as $25 for $100 Variances • Avoid allowing variances whenever possible • Insurance premiums may rise significantly • Variances generally limited to one-half acre or less Variances for Historical Structures Reference the definition of Historic Structure in Section 59.1 of this document. Variances for development in the floodway shall not be allowed if there is any rise in BFE. Use of 65.12 is NOT an option. Variances may be issued if: • Show good and sufficient cause • Exceptional hardship to the applicant must be shown • Emphasize (3)(iii) • Minimum necessary Physical handicaps do not justify the need for a Variance. 35 Revised: June 13, 2005 VARIANCES 60.6 of insurance coverage and (ii) such construction below the base flood level increases risks to life and property. Such notification shall be maintained with a record of all variance actions as required in paragraph (a)(6) of this section; and. (6) A community shall (i) maintain a record of all variance actions, including justification for their issuance, and (ii) report such variances issued in its annual or biennial report submitted to the Administrator. (7) Variances may be issued by a community for new construction and substantial improvements and for other development necessary for the conduct of a functionally dependent use provided that (i) the criteria of paragraphs (a)(1) through (a)(4) of this section are met, and (ii) the structure or other development is protected by methods that minimize flood damages during the base flood and create no additional threats to public safety. (b)(1) The requirement that each flood -prone, mudslide (i.e., mudflow)-prone, and flood -related erosion prone community must adopt and submit adequate flood plain management regulations as a condition of initial and continued flood insurance eligibility is statutory and cannot be waived, and such regulations shall be adopted by a community within the time periods specified in Sec. 60.3, 60.4 or Sec. 60.5. However, certain exceptions from the standards contained in this subpart may be permitted where the Administrator recognizes that, because of extraordinary circumstances, local conditions may render the application of certain standards the cause for severe hardship and gross inequity for a particular community. Consequently, a community proposing the adoption of flood plain management regulations which vary from the standards set forth in Sec. 60.3, 60.4, or Sec. 60.5, shall explain in writing to the Administrator the nature and extent of and the reasons for the exception request and shall include sufficient supporting economic, environmental, topographic, hydrologic, and other scientific and technical data, and data with respect to the impact on public safety and the environment. (2) The Administrator shall prepare a Special Environmental Clearance to determine whether the proposal for an exception under paragraph (b)(1) of this section will have significant impact on the human environment. The decision whether an Environmental Impact Statement or other environmental document will be prepared, will be made in accordance with the procedures set out in 44 CFR part 10. Ninety or more days may be required for an environmental quality clearance if the proposed exception will have significant impact on the human environment thereby requiring an EIS. (c) A community may propose flood plain management measures which adopt standards for floodproofed residential basements below the base flood level in zones A1-30, AH, AO, and AE which are not subject to tidal flooding. Nothwithstanding the requirements of paragraph (b) of The community should document every aspect of the variance granted. It should also completely document why a variance was not allowed. Exceptions to NFIP Standards Environmental requirements for Exceptions 36 Revised: June 13, 2005 However, market value for property can be different than that of the building itself. Market value of developed property varies widely due to the desirability of its location. For example, two houses of similar size, quality and condition will have far different prices if one is on the coast, or in the best school district, or closer to town than the other —but the value of the building materials and labor that went into both houses will be nearly the same. For the purposes of determining substantial improvement, market value pertains only to the structure in question. It does not pertain to the land, landscaping or detached accessory structures on the property. Any value resulting from the location of the property should be attributed to the value of the land, not the building. Substantial Improvement/Damage 8-7 Items to be included —All structural elements, including: — Spread or continuous foundation footings and pilings — Monolithic or other types of concrete slabs — Bearing walls, tie beams and trusses — Floors and ceilings — Attached decks and porches — Interior partition walls — Exterior wall finishes (brick, stucco, siding) including painting and moldings — Windows and doors — Reshingling or retiling a roof — Hardware —All interior finishing elements, including: — Tiling, linoleum, stone, or carpet over subflooring — Bathroom tiling and fixtures — Wall finishes (drywall, painting, stucco, plaster, paneling, marble, etc.) — Kitchen, utility and bathroom cabinets — Built-in bookcases, cabinets, and furniture — Hardware — All utility and service equipment, including: — HVAC equipment — Plumbing and electrical services — Light fixtures and ceiling fans — Security systems — Built-in kitchen appliances — Central vacuum systems — Water filtration, conditioning, or recirculation systems — Cost to demolish storm -damaged building components — --- Labor and other costs associated with moving or altering undamaged building components to accommodate improvements or additions — --- Overhead and profits Items to be excluded — Plans and specifications — Survey costs — Permit fees — Post -storm debris removal and clean up — Outside improvements, including: — Landscaping Sidewalks — Fences —Yard lights — Swimming pools — Screened pool enclosures — Detached structures (including garages, sheds and gazebos) — Landscape irrigation systems Figure 8-1. Items included in calculating cost of the project Substantial Improvement/Damage 8-8 Acceptable estimates of market value can be obtained from these sources: • An independent appraisal by a professional appraiser. The appraisal must exclude the value of the land and not use the "income capitalization approach" which bases value on the use of the property, not the structure. • Detailed estimates of the structure's actual cash value— the replacement cost for a building, minus a depreciation percentage based on age and condition. For most situations, the building's actual cash value should approximate its market value. Your community may prefer to use actual cash value as a substitute for market value, especially where there is not sufficient data or enough comparable sales. • Property values used for tax assessment purposes with an adjustment recommended by the tax appraiser to reflect current market conditions (adjusted assessed value). • The value of buildings taken from NFIP claims data (usually actual cash value). • Qualified estimates based on sound professional judgment made by the staff of the local building department or tax assessor's office. Some market value estimates are often used only as screening tools (i.e., NFIP claims data and property appraisals for tax assessment purposes) to identify those structures where the substantial improvement ratios are obviously less than or greater than 50 percent (i.e., less than 40 percent or greater than 60 percent). For structures that fall in the 40 percent to 60 percent range, more precise market value estimates are sometimes necessary. Substantial Improvement/Damage 8-9 AVANTE BUILDERS 305-300-8776 Quote PRELIMINARY QUOTE Client: Erika Franco 713 NW 7 St Rd Miami, FL 33136 305-401-1411 DATE 10/10/2014 Quote 91411401 Item DESCRIPTION Qty. Unit Price Sub Total 1 Detach house from existing foundations, garage, and other ground structures, raise building 2Ft. , reinforce existing foundation, mount house back on new reinforced foundation. 1 $99,125.00 $ 99,125.00 2 Replace existing cast ireon sewage pipes for PVC, complete house, to street. Reconnect Water Service 1 $12,000.00 $ 12,000.00 $ - Notes, estimate includes: $ - Engineering plans $ - Lifting house $ - Additional piling if needed (most likely) $ - Reinforcement of foundation $ - Strapping building to new foundation $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - S.total $ 111,125.00 Permits not included. (about $1,200) TOTAL $ 111,125.00 Pedra.J. Mar ez CGC1505503 Avante Builders, Inc. HALLORAN CONSTRUCTION DESIGN • BUILD • RENOVATE Proposal Date: April 10, 2015 Project Address: 713 NW 7th ST Rd Miami, FL 33136 Scope of Work: Complete renovation of 1,576 sq ft. private residence including electrical, mechanical, plumbing, roofing, drywall and siding. Total cost $200,000* *This price is an estimate based on absence of final drawing, plans and finishes. Subject to change once completed plans are submitted. 804 NW 7TH STREET RD • MIAMI, FL 33136 • CGC1510980 PH: 305 545 0405 • FX: 305 324 3798 MARTINEZ & MARTINEZ ENTERPRISES, INC. Business License # 7702 7179 W. 13 Avenue, Hialeah , Florida 33014 Email:plspsm@yahoo.com Cel: 786-277-4851 Website:martinezandmartinez.com Property Address: 713 NW. 7 STREET ROAD, MIAMI, FL. 33136 LEGAL DESCRIPTION: Lot 27 , in Block 10, of " SPRING GARDEN " according to the plat thereof as recorded in Fiat Book 5 at Page 38 of the Public Records of Miami -Dade County , Florida. SURVEYOR'S NOTES: The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. ) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. Accuracy: The expected use of the land, as classified in the Standards of Practice , is "Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. 8) The surveyor does not determine fence and/or wall ownership. 9) Ownership subject to OPINION OF TITLE. 10) Type of Survey: BOUNDARY SURVEY. 11) Flood Zone: AE Base Flood Elev.: 9.00 as per map 120650 , Suffix L, Panel 0314 Date of Panel 9-11-09 12) A complete list of abbreviations used in this survey are shown on the back of this sheet. 13) Survey # 14-207 14) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.) ERIKA J. FRANCO Field Date: 9-05-2014 For the firm: Pedro Luis Martinez P.S.M. PP�rofe sional Surveyor & Mapper Florida Reg. No.5443 Page 1 of 2 SKETCH OF SURVEY SCALE: 1" = 20' (55' TOTAL R/W. PER THIS PLAT) NW. 7 FIP. 1 /2” NO.ID D.20' — // 1.20' LOT-28 BLOCK-10 0.60' 0.60' 5.60' co 0 5.3- 9' STREET ROAD 37.5' PAVEMENT 7.3' PARKWAY 5 CONC. SlpEWALK FDH 2-STORY RESIDENCE # 713 F.F. ELEV 7.10' F.F. ELEV: 7.50' IIIIIII 13.80' • FIP. 1 /2” NO.ID co 21.00' 0 TRREE (TYPICAL) CONC. LOT-27 BLOCK-10 0 a- ,1111i `WIIMINNIMIMMEIMEMEir EDGE OF WATER CONC. SLAB CONC. DRIVE 9.80' 0 11.00 L=14.64' R=319.60' kF2'37°2Er 11P. 1 /2“ NO.ID 0.60' WOOD DECK 01 50.00' SEYBOLD CANAL 8 LOT-26 BLOCK-10 0.60' FIP. 1 /2" NO.ID THIS SVE MAP OR THE COPIES THEREOF ARE NOT V THOUT THE SIGNATURE AND TRJRI0NAL RAISED SEAL OF A FLORA LICENSED SURVEYOR & MAPPER. LEGEND —i-aH —Overhead Wire Line - Wood Fence - Choinliok Fende =Existing Elevations =Water Meter =Catch Basin ca. =Power Pole Pin Light Pole F.DH. =Found Drill Hole F.N&D. =Found Ncil & Disc. FIR. =Found Iron Rehm- Sheef 2 of 2 1 Legend of Survey / Abbreviations A Arc Length AC Air Conditioner ADD* Addition ALUM Aluminum APPROX Approximate ASPH Asphalt AVE Avenue BC 8roward County BL Base Line BLDG Building BLK Block BLVD Boulevard am Bencn Mark BNDY Boundary BOTT Bottom CME Canal Maintenance Easement C/Cale Calculated C8 Catch Basin CD Chord Distance CHB Chord Bearing C/B Concrete Block C&& Curb & Gutter CL Center Line CLF Chain Link Fence CM Concrete Monument CMP Corrugated Metal Pipe CO Cleanout COL Colun■ CDC Concrete CONST Construction C00RD Coordinate CDR Corner COY Covered CR County Road CS Concrete Slab CT Court CULV Culvert D Deed DB Deed Book DC Dade County DCR Dade County Record DEFL Deflect or Deflection DIA Diameter DIST Distance DR Drive ORA Drainage Retention Area DE Drainage Easement DWG Drawing DWY Driveway E East ENC Encroach ELECT Electrical EL Elevation ENCL Enclosure ESMT Easement EOW Edge of Water EXIST Existing FCW Found Concrete Monument FNO Found FENA Federal Emergency Management Agency FIRM National Flood Insurance Program FF Finish Floor FFE Finish Floor Elevation FH Fire Hydrant FIP FL FN FT FE GAR GR 6D GNO GOVT GPS GW HORIZ HP HT Hw HWL IP IV LME L LP LT MAINT NAS MAX NH MIN MICR MN NON MSL N N&D HAD 83 NE NO N. Rad NTS N6VD NW NFIP OHC ORB P PAR PAT PAW PB PC PCP PED PG PI PK PL PLTR P0B PP PRM PROJ R RAD REF RES RET Found Iron Pipe/Pin Flowline Found Nail Feet or Fool Flowage Easement Garage Guard Rall Grade Ground Government Global Positioning System Guy Wire Horizontal High Point Height Head Wall High Water Line Iron Pipe invert Lake Maintenance Easement Length Light Pole Left Maintenance Masonry Maximu■ Man Hole Field Measured Minimum Marker Mean Monument Mean Sea Level North Nall & Disk North American Datum of 1983 Northeast Number Not Radial Not to Scale National Geodetic Vertical Datum Northwest National Flood Insurance Program Overhead Cable Official Record Book Plat Parcel Patio Pavement Plat Book Point of Curvature Permanent Control Point Pedestal Page Point of Intersection Parker Katon Nall Property Line Planter Point of Beginning Power Pole Permanent Reference Monument Project Record by Plat/Deed Radial/Radlus Refe ence Residence Retention/Retaining RNG RP RR RD A/W S SAN SCM SCN SE SEC SEW SIP SN SP SPEC SO FT or SF SR ST STD STA STM STPUC STY SUB SW SWK T TBM TEL TEMP TDB TOP TR TRANS TWP TYP UE UGD USGS. UTIL UB V VAR VC VOL W WD MM WMN WT WY Range Radius Point Railroad Road Right -of -Way South Sanitary Set Concrete Monument Screen Southeast Section Sewer Set iron Pipe/Pin Set Mall Screen Porch Specification Square Foot State Road Street Standard Station Store Structure Story Subdivision Southwest Sidewalk Tangent Temporary Bench hark Telephone Temporary Top of Bak k Top of Pt m Tract/Ira!! Traasforeer Township Typical Utility Easement Underground US Geological Survey Utilities Utilities 3ox Vertical Varies Vertical Curve Volume West Wood Water Neter Water Nein Water Table W::ter Valve SYMBOLS A Delta Angle 0' Degrees 0' Minutes 0' Seconds Feet When Used In Distance. inches Wnen Used In Distance 10.0 Existing Elevation x10.0 Proposed Elevation Proposed Surface Flow ® Set Iron Pipe or Pin with Cop •5443, unless otliero se =9ho►sn t/- More or Less a Gistande Net Supported by Field Measureeent NEW RESIDENCE ERICKA FRANCO RESIDENCE 713 NW 7TH AVENUE • CITY OF MIAMI , FLORIDA • TELEPHONE # 305 - 401 - 1411 APRIL 14, 2015 HISTORIC & ENVIRONMENTAL PERSERVATION BOARD PACKAGE JOSE L. PERDOMO 4 3 ARCHITECT Animal [mane., �— j,1i 13201 S.W. 83 AVE MIM11, 1-LO RIM 331. 305 - 300 -1911 Arnauszi@yar»Ocom PACKAGE LEGEND CM-1 CONTEXT MAP & PHOTOGRAPHS EX-1 EXISTING SITE PLAN & RESIDENCE PHOTOS EX-2 EXISTING FLOOR PLAN L-1 LANDSCAPING PLAN & NOTES A-1 NEW FLOOR PLANS A-2 NEW FLOOR PLANS A-3 NEW FLOOR PLANS A-4 PROJECT SPECIFICATIONS *4111W E C O „Grp% rP, Pow OCONTEXT MAP SCALE : MS 44.4 0 C: CD CD 13201 SR. 83 AVE 1.11.1. FLORIDA M. 14ERF-100 APRIL 16.2015 0I zo�2a H CICcc a- o,� zma co 0 t" 2 cCC0 =w d CM-1 OEXISTING EAST BALCONY ELEVATION SCALE NTS OEXISTING NORTHEAST ELEVATION SCALE :NTS OEXISTING EAST FLORIDA ROOM ELEVATION SCALE: NTS FYICTINO t`I WA x al FRFP EXISTING PARKWAY CHI OUI HIT II WOOD WANK DECK 50.00' EXISTING SITE PLAN SCALE:1/B" .1'-0' WD DECK WO DECK 80AE MNAtl. FLOPIDA 35�55 105.300- iB�A 14-ERF-100 APRIL 14, 2015 LANDSCAPE LEGEND C TOTAL SOLLADEFEETOF LANDSCAPED OPEN SPACE FLEMAPED A B. TREES NALPFESSPRUSSPFDADEO DOWER OF SHRUBSFRODOEOF P. NUMBED OF WOODS MONDE° X 20 N. ALLOWED IADO 4121 ADA TOMNe01SED P1ANr !LAMP venoms NKNUX DODD 5 FwA, CMP X SEE PIAN X 10.1401WNA NTXG Wuxn.Sn GL SEE PIAN oler.uoculeftes FAA, MD SYTEACINS APT X SEE PUN ne.ESFDP rNn NTe CFPT X SEE PUN I2-0 EXISTING NW TIH AVENUE A 1 1 EXISTING CURS A GUTTER , EXISTING PARKWAY e G2 , , EXISTING SIDEWALK difEliar DRIVEWAY EMTING W000 PLANK DECK 1 1 PROPOSED NEW SITE PLAN SCALE: 1/8'.1'-0' JOSE L. PERDOMO o.r -♦ ARCHITECT A1AVE .FLORIDAA DSS ADD.2141YXroemn 14-ERF-100 APRIL 14,2015 NEW RESIDENCE w U: W � -J° co U w • Paz iig zccz O LL -ma Z 2 wzz < E ,sy0 a CC UaU Z U• 1 YE a W t r. L-1 PROPERTY SETBACKS PROM ROC RoR RRAR ma ewe PROPERTY SQUARE FOOT CALCULATIONS TOTAL PROPERTY NET TAW SOUARE FOOT CALCULATIONS ORST FLOOR UVIRO AREA 1.0T1 POARAO' A BPRELWAT wa RCH TeT1 cmooFrr zw TOTAL FIRST PLOOR 1.Sn SECOND FLOOR LMNGARFA 1.343 ' NEW GRANO TOTAL 3,110 MIAMI 21 ZONING DATA SHEET - TRANSECT ZONE' T 3 NOM 21 ORRO CORE miler CONFICLRATION ow roam Ram 2 NEW ROOF PLAN SCALE: 1/1, 2,43 FLAT ROOF FLAT ROOF 1 II EXISTING NW TTH AVENUE EXISTING CURB & GUTTER EXISTING PARKWAY EXISTING SIDEWALK 1 1 DRIVEWAY chnEI"H4T 1 - _ WODEXO PLANKISTING DECK 1 1 1 PROPOSED NEW SITE PLAN ^+ - JOSE L. PERDOMO . ARCHITECT Am.u.S®r.mPPm 14-ERF-100 APRIL IR, ZOO A-1 22.2 12/101 I I I 1 ; I j r- BATH BEDROOM # 4 1 BEDROOM 3 CL ROOF LAUNDRY .-"i HALL 'SC a MASTER SEATING MASTER BALCONY 2 NEW SECOND FLOOR PLAN SCALE im-1•43- MASER BEDROOM X022112 cl- La Li •22, .1111 ° "11 GUEST GUEST BEDROOM CL .VCO BATTiv L KITCHEN 12 Q Eft TORCH DINING 1 I Ei cARRolAr CI —I LIVING ROOM FAMILY ROOM 322-101 REAR TERRACE ,CIFH I I 1 BREEzwAY JOSE L. ▪ PERDOMO ARCHITECT 13201 S W .3.TAVE • FLOSIDA39150 ArramarnallooLLOrn 1.4-ERF-100 APRIL 14.2015 .1- w Z `V L.Li Y w cc a 1 0 g z •zt CC z LL. NEW FIRST FLOOR PLAN SCALE - E z w uJ •nr z Lu.▪ t on z — • rE > Luzzca 8 0-1 cc > 0 Z W(i) Lucc a_ A-2 0 .ss�m,ini 1zo am�iewn 4 WEST ELEVATION SCALE:14'.1'-0' GREY ASPHALT finNOLVI I :11 nog IaaiI: II011 IIII 1! 11111111I1IM1111IIIII 1 VOTE ',MINN /0,80 PrIPPLT L_ IFTT COVERS TO .r0.1028,1140 A®wA.,21e PLVafOa.o- R WKIF AL.JVII., PICKET VAS. 3 SOUTH ELEVATION SCALE: 1/4' .1'-0' e 3 / onev fi F 1IIliilill' V101 EOM. 2 EAST ELEVATION SCALE I I r CAC J &Xi VP RAT Mgr 181.1*FAN .411 NORTH ELEVATION V10O0XMV0PeL 1 SCALE : 1/4=. JOSE L. PERDOMO ARCHITECT xe-WO • late A.1:h.... 14-ERF-100 APRIL 14,2115 NEW RESIDENCE A-3 EL 525' EL. + 30 50 EL - 20.33' Eintem 1 WALL SECTION SCALE : 3/4" = 1'-0" EL + 9.00 n ' -tiN- <Bi LINE OF BOTTOM CF LINE OF BOTTOM OF STRUCTURE STRUCTURE 5,1 GALV. METAL TRACK CCOON INOUS BOTTOM TOP 3 E' GAL,/ METAL TRACK ( ESTOPI TRUCTURE n�rvFcnoReo TO�>it 1/YOUROCN BD I )FIRE 91ORI E BATHROOM910EI i -! 350 METAL STUD ®24' 350NETAL STUD 034^ B+ATHcROOM BIM) 50 GYP BOARD ON eDTH SIDES HELD BY 1 LONG / B DRYWALL SCREWS 09 OCOA ND PSAM R w.ERMEDST UDS TUDS 3 MY CONNON°. BOTTOM RATE TRACK 359'INOU OTTL TRACK OMP CNCHORE s BOTTOM RATE ANCHORED TO STRUCTURE ANCHORED TO STRUCTURE (FlRE STOP u (FlRE STOP LINE SURFACE RRRA` F LNE OF BOTTOM OF STRUCTURE arD CONON°. (NREBTD S'CMU WALL D FURRING STRIPS 0 to- O.C. rl,r1,51,0 BOARD L50 GYP G • aBOARD HELD BY 1.' DRYW LL SCREWS 0 B. D.C. AROUND PERIMETER AND FRY 12 FA STUDS (F PTO CON -TM. 4 RE STOPI LINE OF STRUCTURAL FLOOR SURFACE LINE OF BOTTOM OF STRUCTURE CONRNOUSMETAL BOTTOM TOP ANCHORED TO STRUCTURE ( FIRE STOP 3520' METAL STUD®24' OC SS GYP BOMD ON BOTH SIDES HELD BY I' LONG IT (DRYWALL SCREWS 8 20C.ON INTERNS:1.TE STUDS 3CO NKR TRAM INCLEST S BOTTOM RATE ANCHORED TO STRUCTURE ( FIRE STOP I UNE OF FLOOR SURFACE FACE 3 TYP. PARTITION TYPES SCALE 34'.10' LINE OF STRUCRIRAL FLOOR SURFACE INE OFSSTRUCT OF (ORESTOPIRNG 9 B CMU WALL z Fro WO FURRING STRIPS ®tr 0.0. P-3 ROD BOARD iNSuLAAON ,�TMCK ROSO( ROOM SCE P1000NRNous PSTOP NE OF STRUCTURAL FLOOR SURFACE LINE OF BOTTOM OF STRUCTURE 350 GALV. METAL TRACK CONTIP NOM BOTTOM ( FIRE STOP I 10 OUROCK BO ( BATHROOM SIDE( 3 SAY METAL STUD 024.' 50 GYP BOARD ON BOTH SIDES ORMAMELD NL URBY I. EWS 0 0.C. AROUND PERIMETER AND EVERY 2 oc. ON INTERMEDIATE SNOB ANCHORED TO STRUCTURE ( FIRE STOP LINE OF STPLICTUAA FLOOR SURFACE A/C N 1 & 2 SCHEDULE JOSE L. PERDOMO ARCHITECT 4 FLORIDA A AVE MINAS AKAN AATeutaleyanoo.333 l4-ERF-l00 APRIL 14, 2015 NEW RESIDENCE A-4