Loading...
295 NE 94 St (21)Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/7/2004 Applicant: JAMES FEE Owner: FEE JAMES JOB ADDRESS: 295 NE 94 ST Contractor Local Phone: Parcel # 1132060133840 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -592 BROTHERS TWO WINDOWS& SCREENS INavontractor's Address: 8515 SW 129 TERR Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 24 & E1/2 LOT 23 BLK 28 Fees: Description Amount FEE2004 -4650 Building Fee $150.00 FEE2004 -4651 CCF $4.20 FEE2004 -4652 Training and Education Fee $1.40 FEE2004 -4653 Technology Fee $3.75 FEE2004 -4654 Scanning Fee $21.00 Total Fees: $180.35 Total Fees: $180.35 � Sv,a�c Total Receipts: $0.00 (3 t) - ) 3---C 0 41e, laCilV Permit Status: APPROVED Permit Expiration: 10/31/2004 Construction Value: $6,500.00 Work: INSTALL 15 IMPACT WINDOWS Page 1 of 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 1 k L1 Submittal Fee Q Total Fee Now Due $ • Building Department O \/ 1�J0 0 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Contractor's Company Name (Continued on opposite side) Notary $ -- Scanning $ R) Code Enforcement $ Miami Shores Village BUILDING , PERMIT APPLICATI FBC 2001 Permit Type (circle): Building Electrical 6 Owner's Name (Fee Simple Titleholder) P.. Fe-e- Phone # 51- q35 Owner's Address 2J /J t 4 S t City 1 U 56C vt.3 State F li Zip 3 313 8 T enant/Lessee Name Phone # Job Address (where the work is being done) S 4 e- QS Qbt✓- City Miami Shores Village County Miami-Dade Zip 3 3 ( 3 Is Building Hist6rically Designated YES NO l/ 6ri (II_, 2 c/0 42 vvi� Contractor's Address City State Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit ( s 00 Type of Work: ❑Addition ❑Alteration ❑New VReepair /Replace ❑ Demolition Describe Work: it IA5:11 1.( (5 id I JO WS (JpQc ti Pr Cepar,.s * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** /5 Training(Education Fee $ if L i - 0 oa Permit Fee $ Radon $ 3 D,,a Permit No. Master Permit No. 044 _S Plumbing Mechanical Roofing Phone # 3 DJam` 2 -3S -- T((0 Zoning Bond $ Zip Square Footage Of Work: =ems Structural Plan Review. $ CCF $ 4, A (/ CO /CC Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will ni t a proved and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _ , by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOT Y PL: NOTARY PUB C: Sign: j () ;14 Commission 00X144110 Sign: !.?� Print: " wry` � ' 2007 Print: My Commission Expires: O My Commission Expires: Joseph Dab • ht, CanwiesiOn =Ma s *pin MR (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MAY - 5 2004 APPLICATION APPROVED BY: Chc 12/15/03 Plans Examiner Engineer Zoning NAME: t ' 4-- HU l . ADDRESS: 2 ( 1 i% 114 y CITY: jla•µi I 56r STATE: `_ L ZIP: 3 3(.3 cs h � - 0 14, ( K hoc ws tt ( . DIAGRAM CONTRACT DATE: CONTRACT NUMBER: " TosTu <<</' �0 ("4,06 aCidr'Li(0 SALESMAN: 'D& k / L( / OLt 0007 ()ate ►' INSTALLER: DATE OF INSTALLATION: HOME PHONE: 30 751 (_3 5 7 OFFICE PHONE: C33- r 4 Hrs. F c , i r ��r • -Sr --M1 '' '. l..,.0 ,J J �! l 1- 5 , j1 H e virzt drop do 0 6e__ re( I no() k1 coiteo► -f(°, r Ptov c (4A:3. J �- jIt- BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 \VEST 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (m 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 mariner, 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window- Impact Resistant APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed sealed by Robert L. Clark, P.E., dated 5/22/02 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 manufacturc of thc 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 # 99- 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 -0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 Date Type Insp'n Permit No. Name Company Phone # MIAMI SHORES VILLAGE BUILDING DFP- ARTMENT 305- 795 -2204 Building Inspection Request Address �95 l • 305- `\ 36. )16 b Inspection Date 8)) 0 /'O Approved ) Correction ❑ Re- Insp'n Fee ❑ Approved Correction MIAMI SHORES VILLAGE BUILDIN�'D,`PARTMENT 305=79 =2204 Building Inspedtion Request Date Type Insp'n Permit No. Name Address Company - 99 Phone #�> �� ) 61 C, 6 Inspection Date Si I 0 \ Re- Insp'n Fee ❑ DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 63.000 26.500 A A A A A 37.000 A A A A A 44.000 A A A A B 53.125 A A B B B 63.000 A B B B B i 74.000 _ A B B B _ B LARGE MISSILE IMPACT WINDOWS GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/16" (.350) LAMINATED USING MONSANTO SAFLEX PVB OR DUPONT W/ BUTACITE INTERLAYER BETWEEN (2) LITES OF: A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS • CONFIGURATIONS: XO or OX . DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4" Sc 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS; MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. • SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. • REFERENCE TEST REPORT: FTL -1969 58 M FIXED DAYL OPE MAX EIGHT 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYLIGHT DAYLIGHT OPENING OPENING 1/4" AX LITE IGHT NING 0 1I I X 57" VE DAYL OPE ELEVATION 3. ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 21 22 23 24 25 26 MAX NT IGHT NING { 1 8" MAX 1 8" MAX 4" MAX 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE FLANGE FRAME ,IAMB (Alum. 6063 —T5) FIXED MEETING RAIL (Alum. 6063 —T5) SASH MEETING RAIL (Alum. 6063 —T5 SASH SIDE RAIL (Alum. 6063 —T5) 612230 1 GLAZING BEAD (Alum. 6063 —T5) 6534571 8 WINDLOAD ADAPTER (Alum. 6063 —T5) 612236 1 (© midspan of frame FLANGE FRAME HEAD (Alum. 6063 —T5) 612237 1 FLANGE FRAME SILL Alum. 6063 —T5) 612238 1 FRAME SILL ADAPTER (Alum. 6063 —T5) 612239 1 SASH TOP /BOT. RAIL JAlum. 6063—T5) 612240 2 SCREEN RETAINER (Alum. 6063 —T5 6532377 1 5/16" .350 LAMINATED USING 2 1/8 ANNEALED GLASS 5/16" (.350 LAMI USING ( 2 1/8" HEAT STRENGTHENED GLASS ANTI —LIFT CHANNEL (Alum. 6063 —T5) 612244 1 (® midspan of vent) #10 x 1.000 Ph. Fl. SMS #6 x 1.000 PH. PAN SMS WEATHERSTRIP THIN WALL BULB VINYL #8 x .500 PHIL. Fl SMS 19 18 x 1.000 PHIL.. P.H. SMS SWEEP LATCH WEEP HOUSING WEEP FLAP ROLLER HOUSING BRASS WHEELS DESCRIPTION WEATHERSTRIP — PILE \FINSEAL SILICON 27 WEATHERSTRIP, PULB VINYL Robert L. Clark, P.E. PE #39712 V.T. # 612225 612228 612229 710X1 76X1 2 ( channel) 8 (1 per Glazing Bead 2 (Sweep Latch screws) (when usin 2 Swee Latches 22 (Frame Vent assy. screws 1 11.5" from ends —vent mtg. 2 if height is >= 42" 70250 3 1 @mids 70251 62899 P PA 6TP247 7856A 781PQA 71096 7BRWHL2 61062W 6TP249 2 1 1 3 2 4 2 1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 QTY. /LOCATION 4 (Windload Adapter screws for anti —lift from ends 1 ®midspan 2 from ends ® ea. end of vent to rail 2 per Roller Housin• ©vent top Revsd By: F.K. Revsd t3 : F . Tile: an (® vent jamb rail) HS - 710 1 4 4 bot rails & mtq. Dote: 11/5/01 Date: 1/29/9 Drown By: Date: D.B. 2/16198 Description: rail) rail ALU MAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALU MAX FASTEC VENDOR MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MASTER TOOL MASTER TOOL MASTER TOOL VINYL —TECH P.G.T. SCHLEGEL CORP. DOW CORNING TEAM PLASTICS VENDOR # AF -12225 AF -12228 AF -12229 AF -12230 AF- 534571 AF -12236 AF -12237 AF -12238 AF -12239 AF -12240 AF- 53237; AF -12244 TP -247 MERCHANTS FASTENER MINIATURE DIE CASTING PGT.214.X) 7—M10-2 7—M10-25 70312 FS7826 -1 I 899 TP -249 YRUDUC-r REVISED as complying with the Florida Betiding Code Acceptance No 0 Expiration Revisions: UPDATE FOR RENEWAL Qivsi. Prod wire! Revisions: C —NO CHG THIS SHT OX ELEVATION & B. 0.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOI Series /Model: Scale: I Sheet: Drawing No. I Rev.. NTS 1 of 4 4112 ;. EXTERIOR MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING ROUGH OPENING .500 2.710 VERTICAL SECTION 2.094 .500 4 MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 MAX. DAYLIGHT OPENING --� 1/8" ANNEALED GLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACJ E) 1/8" ANNEALED GLASS GLAZING Robert L. Clark. P.E. PE #39712 MAX. WIDTH } 1 /2" GLASS BITE L P.O. BOX 1529 NOKOMIS, FL 34274 2.643 --� HORIZONTAL SECTION EXTERIOR MAX. DAYLIGHT OPENING --� Series /Model: HS -710 1 /8" HEAT STRENGTHENED GLASS .090 INTERLAYER (MONSANTO SAFLEX .705 , Scale: Sheet: NTS 2 o f 4 2.784 I -- .500 } 1 /2" GLASS BITE } Drawing No. ROUGH OPENING DETAILS: 5/16" (.350) LAMINATED GLASS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 OR DUPONT W /BUTACITE) Title: 1 /8" HEAT STRENGTHENED GLASS Revsd By: F.K. Revsd B : F .K. Drown By: D. B. Date: 11/5/01 Dote• 522/02 Dote: 2/ 16/98 Revisions: ADD GLASS DETAIL Revisions: C —NO CHG THIS SHT SECTIONS & GLAZING DETAIL PRODUCT REVISED as complying with the Flog Bakling Cade Acceptance No Expiration Da • • ,. ALUMINUM HORIZONTAL SLIDING WINIDOI 4112 02 Re , APPROVED NOOD BUCK 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 4' 1 1 /4 MIN. • . 1 ° TYPICAL SILL SECTION SUBSTRATE ANCHORING 1 1/4" MIN. 1/4" MAX.J SHIM 1 /4" MAX. r SHIM APPROVED 2x WOOD BUCK #10 WOOD SCREW TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW — . : c TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK 1 1/4" MIN. 1/4" MAXI SHIM 1 1/4 ' MIN. 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1/4" MAX. SHIM 1/4" MAX. SHIM APPROVED WOOD BUCK .4 TYPICAL JAMB SECTION SUBSTRATE ANCHORING INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Robert L. Clark. P.E. P.O. BOX 1529 PE #39712 NOKOMIS, FL 34274 1 1/4" MIN. 1/4" MAX. SHIM -- Revsd F. Revsd F. Drown By: D. 8. Description: #10 WOOD SCREW ANCHORAGE NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 11/5/01 t Date 522/02 Dote: 2 /1 6/98 APPROVED 2x WOOD BUCK TYPICAL JAMB SECTION WOOD ANCHORING Revisions: UPDATED Revisions: FIX TAPCON DESIG. PRODUCT REVISED as complying with the Florida Bolding Code _ Acceptance No S - S .1 .02 Expiration Date • L�lolfl ? all Dade Division 1 1/4" MIN. Title: ALUMINUM HORIZONTAL SLIDING WINDOI Series /Model: Sheet: Drawing No. 'Rev HS -710 1Scale: NTS 3 of 4 4112 } 2.784 — � �-- .737 0 FLANGE FRAME JAMB 6063 —T5 ALUM. 1.187 --�{ .062 —PH }--F-- .705 .062 ®5/16" GLAZING BEAD ® FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: FTL -1969 10 .062 1.349 1.187 .062 --�-�- 1.403 O FIXED MEETING RAIL 6063 —T5 ALUM. .723 .688 -- 0-1 - • — I O WIND LOAD ADAPTER 6063 —T5 ALUM. SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. .062 1.373 f 1 0 FLANGE FRAME HEAD 6063 —T5 ALUM. 1.187 1.081 --�-- O SASH MEETING RAIL 6063 —T5 ALUM. j r .06Z t .L__nn 1.273 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: F. K Revsd By: F. K. Drown By: F.K. Description: EXTRUSION PROFILES Title: Dote: 11/5/01 Dote: 5/22/02 Dote: 11/2/01 Revisions: ADDFD SHT Revisions: C —NO CHG THIS SHT ALUMINUM HORIZONTAL Robert L. Clark, P.E. P.O. BOX 1529 PE #39712 NOKOMIS, FL 34274 Series /Model: HS -710 ® SASH SIDE RAIL 6063 —T5 ALUM. .062 .062 -- •4'* -- 1.349 1.291 1-4--t t 1.970 1.122 2.710 ®FLANGE FRAME SILL 6063 —T5 ALUM. I Scale: Sheet: NTS 4 of 4 2.094 1 PRODUCT REVISED Baldin Code Mt fleaddle Acceptance No Expired a B Miami Dade Product Castro! Division SLIDING WINDOI Drawing No. Rey 4 112 (. DESIGN PRESSURE RATING (P.S.F.) W / 5 16 LAMINATED ANNEALED GLASS 5/16 LAMINATED W/ HEAT STRENGTHENED GLASS WATER INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED WATER INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED —50.0 +50.0 —50.0 +50.0 —80.0 +66.7 —80.0 +80.0 ITEM DESCRIPTION V.T. # QTY. / LOCATION VENDOR VENDOR ; 1 FLANGED FRAME HEAD (Alum. 6063—T5) 612225 1 ALUMAX AF -12225 2 FLANGED FRAME SILL (Alum. 6063 —T5) 612226 1 ALUMAX AF -12226 3 FLANGED FRAME JAMB (Alum. 6063 —T5) 612227 2 ALUMAX AF -12227 4 FIXED MEETING RAIL (Alum. 6063 —T5) 612228 1 ALUMAX AF -12228 5 SASH TOP RAIL (Alum. 6063 —T5) 612229 1 ALUMAX AF -12229 6 SASH BOTTOM RAIL (Alum. 6063 —T5) 612230 1 ALUMAX AF -12230 7 SASH SIDE RAIL (Alum. 6063 —T5) 612231 2 ALUMAX AF -12231 8 GLAZING BEAD (Alum. 6063 —T5) 6534571 8 ALUMAX AF- 53457; 9 WEATHERSTRIP — VINYL BULB 6TP247K 8 (1 per Glazing Bead) TEAM PLASTICS TP -247 10 SILICON 62899C DOW CORNING 899 11 5/16" ((350 W /SAFLEX BY SOLUTIA INTERLAYER 2 H.P.G. 12 5/16" (.350) W /DUPONT PVB INTERLAYER 2 H.P.G. 13 16 x .750 PHIL. PN. HD. 7658PFAA 2 (to attach Balances to Jambs) AQUA FASTENERS 14 SWEEP LATCH 1(11.5" from end of vent top mil) 2(if width is >= 42") MINIATURE DIE CASTING PGT.214.XX 15 /8 x .625 PHIL FLT. HD. 7858WW 2 (Sweep Latch Screws) 4 when using 2 Sweeg Latches) MERCHANTS FASTENER 16 WINOLOAD ADAPTER (Alum. 6063 —T5) 612236 2 ( frame iambs, 30 from bat.) ALUMAX AF -12236 17 18 x .375 PHIL. P.H. TEK 78X38PPT 4 Windload Adapter Screws) MERCHANTS FASTENER 18 WEATHERSTRIP — VINYL BULB\SASH 6TP249K 1 at Vent Bottom Rail) TEAM PLASTICS TP -249 19 SASH TOP GUIDE 2 1 per each balance) MASTER TOOL 20 SCREEN 1 VINYL TECH. \PGT 21 BALANCE COVER 2 1 per each balance) WYBORG 5TAVE 22 BALANCE 2 1 0 each - frame iamb) CALDWELL 23 WEATHERSTRIP — PILE \RNSEAL 61062W 3 0 vent iambs & vent top rail) SCHLEGEL CORP. FS7826 -1 t 24 SASH FACE GUIDE 71087 2 1 /vent iamb. 2.5" from bot.) VINYL TECH. \PGT 25 16 x .500 PHIL FLT. HO. 76X12FPAW (sash face guide screws) SCHERER IND. PROD. 26 SASH STOP (Alum. 6063 —T5) 612244 2 0 top of each frame iamb ALUMAX AF -12244 27 18 x 1.000 PHIL. P.H. SMS 78X1PPA 4 (Fra & Vent Assy. screws) MERCHANTS FASTENER 28 SEAM SEALER 6SM55W SCHNEE /MOREHEAD SM5504 29 WINDLOAD ADAPTER (PLASTIC) 61207 2 (0 frame iambs, 30 from bot.) PROTOTYPE WC996 -12 76.000 MAX. 5 3/4" 13.000 --I MAX. ON CENTER 1YP. HEAD & SKI 53.125 MAX. i VENT SIZE, 50 1/2" x 38 1/4" X ELEVATION LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS (1/8" annealed /.090 film /1/8" annealed) B. 5/16" (350) LAMINATED GLASS (1/8" heat strengthened /090 film /1/8" heat strengthened) 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMBS: 13. 125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -1889 8.000 13 1/8" ON CENTER 6 " } Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd By: F.K. Revsd By: D. 8. Drawn By: D. B. Title: SH— 701 Date: 10/11/0 bate: 8/18/98 Date: 2/9/98 Revisions: ' TB, TABLE, EXTR. Revisions: Description: ELEVATION & PARTS LIST ALUMINUM SINGLE HUNG WINDOW Series /Model: Scale: Sheet: Drawing No. PRODUCT RENEWS NcrEPT r1° 0/-'042/.0, XPIRATI0N DATE Nc verra0? o l 22 RY T • 7 NTS 1 of 4 4040 Rev: E 76.000 .737 INACTIVE .655 EXTERIOR D RP GH ING 2.784 2. 784 REFERENCE TEST REPORT: FTL-1889 ROUGH OPENING 34.500 DAYLIGHT OPENING 34.500 DAYLIHT ACTIVE OPENING 2.330 .500 VERTICAL SECTION INTERIOR ROUGH OPENING 1.123 EXTERIOR INTERIOR Robert L. Clark, P.E. PE #39712 Structural 53.125 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd ey F Re D.B. Drown By: D. 8. Title: SH— 701 Dote: 10/11/0 bot 8/18/98 Dote: 2/9/98 Description: SECTIONS Revisions: I TB, TABLE, EXTR. 9v Revisions: EUYLDISO CODE ALUMINUM SINGLE HUNG WINDOW Series /Model: Scale: Sheet: Drawing No. 2.710 ROUGH OPENING PRODUCT RIENILWBI A—VEPTVICE -- Z ' 0 ExpTRA ION DAB a .t! a cA NTS 2 or 4 4040 Rev .737 —1 1.165 .062 .413 r- h . 2.784 x .062 .705 ALUM. 6063 —T5 ALUM. 6063 —T5 1.348 ALUM. 6063—T5 --a .050 REFERENCE TEST REPORT: FTL-1889 1.057 h.— 3 .678 ALUM. 6063 —T5 ALUM. 6063 —T5 H 2.274 1.187 r*-- .062T 1.707 ALUM. 6063 —T5 —c 1.123 �-- ALUM. 6063 —T5 h1.451 .490 1.350 ALUM. 6063 —T5 Dote: 10 /11 /0 D Li t Dote: 2/9/98 Revisions: ' TB, TABLE, EXTR. Revisions: .062 ALUM. 6063 —T5 o— 1.523 •-c- H 1.023 Robert L. Clark, P.E. PE #39712 Structural T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd B F. f( Revsd Drown By: D. B. Series /Model: SH— 701 1 Scale: TS 1/8" ANNEALED OR HEAT STRENTHENED —cl GLASS .090 INTERLAYER SAFLEX BY SOLUTIA OR DUPONT PVB 5/16" LAMINATED GLAZING DETAILS Description: EXTRUSIONS & GLAZING OPTIONS Title: ALUMINUM SINGLE HUNG WINDOW Sheet: 3 of 4 1 /2 " NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS PRODUCT REDONE Accr?r ... e o z o comma DATE IAA Drawing No. 4040 Rev: C v p D • 1 X • WOOD • • ;• BUCK \ p v TYP. SILL. TYP. HEAD ,p• t • p 1.250 .250 -J MAX. 1/4" TAPCON REFERENCE TEST REPORT: FTL —1889 2 x WOOD BUCK • v v V v 'v s TYP. HEAD • TYP, SILL v .v• 4 • v v• D• . • V #12 PANHEAD — .250 V MAX. 1.500 0 2 x WOOD BUCK 1.250 .250 MAX. INDUSTRIES Drown By: D.B. 8/18/98 Date: 2/9/98 Revisions: TB, TABLE, EXTR. Revisions: Robert L. Clark, P.E. PE #39712 TYP. JAM --c-{ 1.250 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 • 4 •v e e -- 1 x WOOD .250 F�— BUCK MAX. Description: ANCHORAGE Title: Series /Model: SH— 701 #12 PANHEAD Scale: NTS Sheet: 4 of 4 1.250 TYP. JAMB • 2 x WOOD BUCK PRODUCT litiFiNIM3 i- 429.G za.5skrobl DAT! Salo 4 BOLD K Y% ALUMINUM SINGLE HUNG WINDOW Drawing No. 4040 Rev: L BUILDING CODE COMPLIANCE OFFICE (IICCO) PRODUCT CO \TRO1. DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY. FLORIDA METRO -DADE F1.AGLFR BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130-1563 (305).375 -2901 FAX (305) 375 -2905 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "C -700" Outswing Aluminum Casement Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. 339, titled "Aluminum Casement Window ", sheets I through 5, prepared, signed and sealed by Robert L. Clark, P.E., dated 3/22/02, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 NOA revises NOA # 01- 1108.07 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 -0327.04 Expiration Date: January 28, 2007 Approval Date: May 23, 2002 Page 1 PRODUCT CONTROL. NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. APPROVED: 11/01/2001 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2905 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2551 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 Your application for Notice of Acceptance (NOA) of: SH -701 Aluminum Single Hung Window Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code, ACCEPTANCE NO.: 01 0629.08 EXPIRES: 11/01/2006 Raul Koanguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMAIITTEED This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\ 30450001 \pc20001\templates\notlee acceptance cover page-dot Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.baildingcodeonline.com 4 Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 01- 0629.08 APPROVED November 01, 2001 EXPIRES November 01, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises & renews Notice of Acceptance No. 98- 0223.01, which was issued on October 22, 1998. It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series SH -701 Aluminum Single Hung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98, 08- 18-98 and last revised on 10 -11 -2001, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Water infiltration requirements: see design pressure table. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. l cke t i { . LLaiNcl.- Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division Vinyl Tech/Progressive Glass Technology 3 ACCEPTANCE No.: 01- 0629.08 APPROVED November 01, 2001 EXPIRES November 01, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Ic , L_44 Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division COMPARATIVE ANALYSIS FOR: 5/16" LAMINATED 1 /8A,.090 i- I L -214 WINDOW WIDTH WINDOW HEIGHT 34.000 38.375 50.625 56.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS 48.000 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 53.125 -75.0 75.0 -75.0 75.0 -75.0 75.0 -69.0 69.0 -63.7 63.7 64.000 -75.0 75.0 -75.0 75.0 -57.2 57.2 -52.5 52.5 -45.3 45.3 66.000 -75.0 75.0 -75.0 75.0 -55.2 55.2 -50.0 50.0 -42.9 42.9 72.000 -75.0 75.0 -67.8 67.8 -49.9 49.9 -44.4 44.4 -38.6 38.6 74.000 -75.0 75.0 -65.4 65.4 -48.6 48.6 -43.3 43.3 _ -37.6 37.6 63" 62.50 MAX. 5" MAX. 4" (SEE NOTE 4) -� 11 " MAX. ON CENTER X N /� - J " ,� 4" i MAX. �l 4" (SEE NOTE 4) SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS N X 36. 125 N / 5" MAX. 5" MAX.- r- 5" MAX. 1 1 " MAX. ON CENTER 3 LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: 5/16" (350) LAMINATED GLASS W/ MONSANTO SAFLEX OR DUPONT PVB W /BUTACITE INTERLAYER. A. 1/8" HEAT STRENGTHENED GLASS, .090 INTERLAYER, 1/8" HEAT STRENGTHENED GLASS B. 1/8" ANNEALED GLASS, .090 INTERLAYER, 1/8" ANNEALED GLASS 2.) CONFIGURATIONS: XX 3.) DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300- 4.) ANCHORS: MAX. 5" FROM EACH CORNER #10 SCREWS - 2 ANCHORS 4 " APART, 4" FROM EACH MEETING RAIL 3/16" TAPCONS - 1 ANCHOR, 4 " FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 1 1 " MAX. SPACING AT JAMBS: 11" 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2246 COMPARATIVE ANALYSIS FOR: 5/16" LAMINATED (1/8HS,.090,1/8HS) ALL SIZES UP TO 74.000 WIDE x 63.000 HIGH: NEG -75.0 FTL -224 POS 75.0 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: F. K. Revsd By: F.K. Drown By: D.B. Description: Title: Date: 3/8/02 Dote: 2/13/98 Revisions: MODIFY TABLE Revisions: ADD SHT & TABLES ELEVATION "XX" CONFIG. ALUMINUM CASEMENT IM Robert I.. Clark, P.E. PP #397I2 P.O. UOX 1529 NOKOMIS. FL 34274 Series /Model: r_ Inn Scal Sheet: AI T ' 1 of PRODUCT REVISED as complying with the Florida Balding Code Aceeptance No 4Z 11..QY Expiration Date7gn r , ip, Ot By Division Drowing No. 33Q uct Co PACT WINbOW Re% V frig I Y 1.. rll \r1I.. I VIV I'. WINDOW WIDTH WINDOW HEIGHT 40.000 50.625 63.000 68.000 70.000 72.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 24.000 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 26.500 -75.0 75.0 -75.0 75.0 -65.9 65.9 -63.5 63.5 -62.6 62.6 -61.7 61.7 28.000 -75.0 75.0 -69.7 69.7 -58.6 58.6 -56.3 56.3 -55.3 55.3 -54.2 54.2 32.000 -75.0 75.0 -57.9 57.9 -46.4 46.4 -43.4 43.4 -42.2 42.2 -41.1 _ 41.1 72 " MAX. 5 " MAX. TYP. X 29 723 11" MAX. ON CENTER 5" MAX. - 32" MAX. SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: 5/16" (.350) LAMINATED GLASS W/ MONSANTO SAFLEX OR DUPONT PVB W /BUTACITE INTERLAYER. A. 1/8" HEAT STRENGTHENED GLASS, .090 INTERLAYER, 1/8" HEAT STRENGTHENED GLASS 6. 1/8" ANNEALED GLASS, .090 INTERLAYER, 1 /8" ANNEALED GLASS 2.) CONFIGURATIONS: X 3.) DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE ASTM E 1300 -98. 4.) ANCHORS: MAX. 5" FROM EACH CORNER M A X . SPACING AT H E A D & SILL: 1 1 " MAX. SPACING AT JAMBS: 1 1 " 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2246 COMPARATIVE ANALYSIS FOR: 5/16" LAMINATED (1/8HS,.090,1/8HS) ALL SIZES UP TO 32.000 WIDE x 72.000 HIGH: • NEGI -75.0 I POST 75.0 P.O. BOX 1529 NOKOMIS, FL 34274 INDUSTRIES Revsd By: F. K. Revsd By: F. K. Drown By: D.B. Description: Title: Dote: 3/8/02 Dote: 1 1/6/01 Dote: 2/13/98 Revisions: MODIFY TABLE Revisions: ADD SHT & TABLES ELEVATION "X" CONFIG. 1070 34275 ALUMINUM CASEMENT IM Robert L. Clark, PE. PE #39712 Series /Model: -Inn Scale: Sheet: NT.S 2 of 5 PRODUCT REVISED 03 complying with the Florida Bidding Code Acceptance No 0 ?- 0'327. 01 Expiration Date , ua I Dade Prod Division PACT WINDOW Drawing No. .3.3q Re I ITEM PGT # DESCRIPTION QTY. LOCATION VENDOR VENDOR ; 1 60228 FRAME HEAD, SILL, JAMB 4 (4 INDAL GAS -44451 2 69999 FRAME MEETING RAIL 1 0 ALUMAX GAH -4420 3 644588 SASH HEAD, SILL, JAMB (IMPACT) 8 (4 INDAL GAS -44588 4 781PQA 8x1 SCREW PAN HD. QUAD. 24 16 (main frame /sash assy. screws) FASTEC IND. 5 7CORNMLG LG. MAIN FRM, CORNER KEY 4 (4 PRECISION FAB. 6 7CORNMSM SM. MAIN FRM /SASH CORNER KEY 12 8 PRECISION FAB. 7 40712 PLASTIC MAIN FRM. CORNER KEY 4 4 VINYL —TECH. / PGT 8 6Q200K W.STRIP, .190 x .200 QLON 1 2 in vent top rail) SCHLEGEL CORP. Q200x190 9 6Q 150K W.STRIP, .190 x . 150 QLON 6 3 (at vent bottom & side roils) SCHLEGEL CORP. Q 150x 190 10 6FRMBK MAIN FRAME BULB WEATHERSTRIP 4 4 in main frame) PROTOTYPE PLASTICS FP -176 BL 11 49004 SASH LOCK 2 2 I.h. fr. iamb, 12" from ends VINYL —TECH. / PGT 49004 12 7KEEP SASH LOCK* KEEPER 2 2 vent mtq roil, 12" from ends) TRUTH HARDWARE 208000 13 7CAOR /L CASEMENT OPER. RT /LEFT 2 1 ® lower right frame corner) TRUTH HARDWARE 23- 19 -23 —i 14 7TRAK OPERATOR GUIDE TRACK 2 1 1 per operator) TRUTH HARDWARE 30175 15 7CEHG STANDARD HINGE 2 1 @ right frame corners) TRUTH HARDWARE 35.10.00.10 16 710516PPA 10x5/16 SCREW PAN HD. PHIL 12 6 operator/hinqe/trak screws) MERCHANTS FASTENER 17 5/16" (.350) W /MONSANTO INTERLAYER 2 1 H.P.G. 18 5/16" (.350) W /DUPONT INTERLAYER 2 1 H.P.G. 19 6536168 EXTRUDED GLAZING BEAD, 5/16 8 4 ALUMAX 536168 20 62899C SILICONE DOW CORNING 899 21 6SM55W SEAM SEALER SCHNEE — MOREHEAD SM5504 22 6TP248 VINYL BULB WEATHERSTRIP 8 (4) TEAM PLASTICS TP -248 TYPICAL. MAIN FRAME CORNER REFERENCE TEST REPORT: FTL -2246 TYPICAL SASH CORNER obert L. Clark, P.E. PE #39712 NOTE: QTY'S IN BRACKETS ARE FOR X CONFIGURATION P.O. BOX 1529 NOKOMIS, FL 34274 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: F. K. Revsd F .K. Drown By: 0.8. Title: Dote: 3/8/02 Dot 2 /13/98 PARTS LIST Revisions: NO CHG THIS SHT. Revisions: CORR. SHT. NO. ALUMINUM CASEMENT IM Series /Model: (— inn Scale: Sheet: NT. c . 3 of .5 PRODUCT REVISED 83 complying with the F otida Balding Code Acceptance No 0 2'031 oy ExpirationDate1a+tuar1 21, Za BY Miami Dade Product C Division PACT WIND6W Drawing No. .3.34 Rev 63" MAX. HEIGHT 1.182 j 1.575 r "-- 2.000 SECTION A-A REFERENCE TEST REPORT: FTL -2246 WALL THICKNESS .062 .250 MAX. SHIM SPACE .250 J MAX. SHIM SPACE 1 WALL THICKNESS .050 1.924 1 56 1/2" MAX. DAYLIGHT OPENING L-1.837 GLASS 1/8" HEAT STRENGTHENED GLASS 30 7/8" MAX. DAYLIGHT OPENING TYP. O Robert L. Clark, PE PE #39712 Structura 4.028 WALL 2 © KNES 1.260 74" MAX. WIDTH SECTION B -B 1/2" GLASS BITE .090 INTERLAYER (SEE NOTE) 1/8" HEAT STRENGTHENED GLASS P.O. BOX 1529 NOKOMIS, FL 34274 GLASS .657 1/8" ANNEALED GLASS Series /Model: r _ inn Scale: I Sheet: AI I' I of �l 2.000 1/2" GLASS BITE .090 INTERLAYER (SEE NOTE 1/8" ANNEALED GLASS ii 3 NOTE: INTERLAYER IS .090 MONSANTO SAFLEX OR DUPONT W /BUTACITE GLAZING OPTIONS: 5/16" (.350) LAMINATED GLASS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: F.K. Revsd B FK : Drawn By: D. B. Description: Title: Date: 3/8/02 Date: 11/06/01 Date: 2/13/98 Revisions: NO CHG THIS SHT. Revisions: GLAZING DET. SECTIONS & GLAZING D ALUMINUM CASEMENT IM PRODUCT REVISED as complying with the Florida Baling Code s_ 0 12 7 . oy Acceptance No Expiration Date wnvti 19, 2' %V( Dade Prodoet�� C ou Division ETAILS PACT WINDOW Drawing No. - _n Rev d TYP. HEAD, SILL JAMB 2 x WOOD BUCK 3/16" TAPCON NO C 'SINK REQ. (NOTE 2) AX. NOTE: 1. REFERENCE TEST REPORT FTL -2246 & COMP. ANALYSIS SHEETS FOR ANCHOR SPACING & STARTING POINTS. 2. USE MIAMI-DADE COUNTY APPROVED TAPCONS. 1 1/4" j MIN. ••d 4. • . a , • 4 1 x WOOD BUCK d TYP. HEAD, SILL JAMB 4 2 Robert L. Clark, P.E. PE #39712 .657 f --- INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1� MAIN FRAME 6063 —T5 ALUM. 4.028 1.260 L- 0 FRAME MEETING RAIL 6063 —T5 ALUM. Revsd By: F.K. Revsd By: F. K. Drown By: D. B. Description: Dote: 3/8/02 Dote: 11/6/01 Dote: 2 /13/98 Revisions: NO CHG THIS SHT. Revisions: RMV ALT. ANCH. 1 .401 1.575 L R S7 T 1.837 3O SASH FRAME, IMPACT 6063 —T5 ALUM. .050 —'-- .062 .626 v 1.096 L- 1) GLAZING BEAD, 5/16 6063 —T5 ALUM. PRODUCT REVISED as complying with the Florida Bddiog Code Acceptance No Or -o321. oy Expiration Date no o i Dade Prod Division ANCHORAGE & EXTRUSION PROFILES Title: ALUMINUM CASEMENT IMPACT WINDOW • Series Model: [Scale: 9 Sheet: Drowin No. 1 Re n /Inn Al T R , of q BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FI.AGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window- Impact APPROVAL DOCUMENT: Drawing No. 4214, titled "Aluminum Fixed Impact Window ", sheets 1 through 4 of 4, prepared by manufacturer dated 02 -16 -98 and last revised on 09 -09 -02, signed and sealed by Robert L.Clark, 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 Division. MISSILE IMPACT RATING: Large Missile Impact Resistant 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 NOA revises and renews NOA # 99- 0218.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • NOA No 02 -0716.03 Expiration Date: October 03, 2007 Approval Date: October 03, 2002 Page 1 COMPARATIVE ANALYSIS TABLE 1. FTL -1971 DESIGN PRESSURE RATING FOR GLASS TYPE - 7/16" LAMINATED (3/16 "HS,.090 ",3 /16 "HS) WINDOW WIDTH WINDOW HEIGHT 76.000 78.000 80.000 84.000 90.000 96.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 41.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 - 90.0 90.0 42.000 -90 0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -89.3 89.3 43.000 -9G.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -89.7 89.7 -86.5 86.5 44.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -87.3 87.3 - 84.0 84.0 45.000 -90.0 90.0 -90.0 90.0 -90.0 90.0 -88.1 88.1 -85.2 85.2 -81.8 81.8 46.000 -9G.0 90.0 -90.0 90.0 -90.0 90.0 - 86.7 86.7 -83.3 83.3 -79.8 79.8 ,. 47.000 -90.0 90.0 -90.0 90.0 -87.8 87.8 -85.2 85.2 -81.6 81.6 -77.3 77.3.' 48.000 -90.0 90.0 -87.9 87.9 -86.3 86.3 -83.6 83.6 -79.9 79.9 -74.8 74.8 96" MAX. WINDOW HEIGHT 93" MAX. DAYLIGHT OPENING 6 1/4" MAX. 48" MAX. WINDOW WIDTH 45" MAX. DAYLIGHT OPENING 6 3/4" MAX. 1 7" MAX. O.C. W/ TAPCONS 13" MAX. 0. C. W/ #14 SCREWS LARGE MISSILE IMPACT WINDOWS 1.) GLAZING DETAIL: 7/16" (.454) LAMINATED GLASS CONSISTING OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF SAFLEX PVB BY SOLUTIA OR DUPONT WITH BUTACITE AND 3/16" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: "0" 3.) DESIGN PRESSURE RATING: SEE TABLE 1. 4.) ANCHORAGE: (SEE EMBEDMENT DETAIL SHT. 4 OF 4) MAX. 6 1 /4 " FROM EACH CORNER (HEAD & SILL) MAX. 6 3/4" FROM EACH CORNER (JAMBS) MAX. 0. C. AT HEAD & SILL = 17" W/ 1/4" TAPCONS MAX. O.C. AT HEAD & SILL = 13" W/ #14 SCREWS MAX. O.C. AT JAMBS = 13 1/4" W/ 1/4" TAPCONS MAX. 0.C. AT JAMBS = 11 1 /4 " W/ #14 SCREWS 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -1971 7.) INSTALLATION OF 1 x OR 2x BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICE. 13 1/4" MAX. 0. C. W/ TAPCONS 11 1/4" MAX. 0. C. W/ #14 SCREWS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL .34275 Revsd By: F.K. Revsd By: F.K. Revsd By: F.K. Revsd By: F.K. Revsd By: F.K. Revsd By: D.B. Drawn By: D. B. Description: Title: Dote: 9/9/02 Date: 8/13/02 Dote: 7/ 1 %2 Date: 5/9/02 Date: 11/6/01 Date: 1/29/99 Date: 2/16/98 ELEVATION Revisions: F- REVISE ANCHORS SPACING Revisions: E- REVISE ANCHORS & NOTES Revisions: 0- REMOVE TEMPER OP7 Revisions: C -ADD COMP. ANAL. TABLE Revisions: B -TB & ADD EXTR. Revisions: ALUMINUM FIXED IMPACT Rot.....r1 L. Clark. P.E. E ,,.39 P.O. BOX 1529 NOKOMIS, FL 34274 Series /Model: PW- 70 1 1Scole: NTS Sheet: 1 of 4 PPOOUC r avni b ere* ®t Fbflds Cede �,o2- 07;o 2a Dote D c 7 V6 t WINDOW Drawing No. 4214 Rev ITEM 1 2 3 4 5 6 7 8 9 10 DESCRIPTION Frame Head & Sill Frame Jambs .688 x .500 Channel Glaz. Bead Seam Sealer Closed Cell Foam Tope #8 x 1.000 Ph. Pn. SMS Silicon Back bedding 7/16" (454) W /SOLUTIA PVB INTERLAYER 7/16" (454) W /DUPONT PVB INTERLAYER 4 x .875 Ph. Fl. Self —tap V.T.# 612241 612242 6533402 6SM55W 61308 781PQA 62899C 7PWSW QTY. /LOCATION 1 ea. 4 4 (between bead & glass) 8 (Frame Assy. screws) 1 1 Bead screws. 2 1/2" from end, 20" centers VENDOR Alumax Alumax Alumax Schnee— Morehead Stik — Il Merchants Fasteners Dow Corning H. P.G. H.P.G. Fastec .874 2.784 FRAME HEAD & SILL 6063 —T5 ALUM. Robert L. Clark, P.E. PE #39712 .312 t --- { H-- . 312 .874 �-- .688 FRAME JAMB 6063 —T5 ALUM. .688 t INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: F. K. Revsd By: F.K. Revsd By: F.K. Revsd By: F. K. Revsd By: F. K. Revsd By: D. B. Drawn By: D. B. Title: Date: 9/9/02 Date: 8/13/02 Date: 7/ %2 Dote: 5/9/02 Dote: 11/6/01 Date: 1/29/99 Revisions: F - CHG THIS SHT Revisions: E -ADD DIM., ORIENT. Revisions: D -NO CHG THIS SHT Revisions: NO CHG THIS SHT Revisions: TB & ADD EXTR. Revisions: Date 2/1 6/98 Description: EXTRUSION PROFILES & ALUMINUM FIXED IMPACT P.O. BOX 1529 NOKOMIS, FL 34274 Series /Model: PW -701 Scale: Sheet: NTS 2 4 —1h.— .062 — .500 GLAZING BEAD 6063 —T5 ALUM. B.O.M. WINDOW Drawing No. 4214 VENDOR N AF -12241 AF— 1224. AF -53340 SM5504 1308 899 PRODUCT REVISED r plybs w* &le Florida Cede Awe p. 02 -07/6 03 6tpiea le• Dsu DCT o3, 3.4o1 ay 54A1 \• Z.1g14c 1 .. ad Dade Prod** Cabal Woke Rev 2.784 MAX. DAYLIGHT OPENING = WINDOW HEIGHT — 3" VERTICAL SECTION HORIZONTAL SECTION 3 3/16" HEAT STRENGTHENED OR EXTERIOR 7//z Robert L. Clork, P.E. PE # 2 MAX. DAYLIGHT OPENING = WINDOW WIDTH — 3" P.O. BOX 1529 NOKOMIS, FL .34274 MAX. WIDTH .090 INTERLAYER (SAFLEX BY SOLUTIA OR DUPONT W /BUTACITE) EXTERIOR 3/16" HEAT STRENGTHENED 7/16" GLASS BITE INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: F. K. Revsd By: F. K. Revsd By: F. K. Revsd By: F. K. Revsd By: F. K. Revsd By: D. B. Drawn By: D. B. Description: Title: Date: 9/9/02 Date: 8/13/02 Dote: 7/10/02 Dote: 5/9/02 Date: 11/6/01 Date 1/29/99 Date: 2 /16/98 Revisions: F —NO CHG THIS SHT Revisions: E —CHG INTERL, & DESIG. Revisions: D— REMOVE TEMPER OPT Revisions: ADD TEMPERED GLASS Revisions: TB & GLAZING DET. Revisions: SECTIONS & GLAZING D ALUMINUM FIXED IMPACT Series /Model: PW — 701 GLAZING DETAIL: 7/16" LAMINATED GLASS Scale: Sheet: NTS 3 2.784 PRODUCT REVISED so IvOlog Web else Florida' ,�,. - 0714.0 3 Espi►.ties o.ti_sle ot) y BY \ .Skct 1 • LLkrc Reload oase?tod�ct Cared Divisive ETAIL WINDOW Drowin No. a 4 4214 Rev F 1/4" TAPCON (SEE NOTE 1) 1/4" MAX. TYP. HEAD, SILL JAMB 1 1/4" MIN. a INSTALLATION OF 1 x WOOD BUCK TO SUBSTRATE TO BE ENGINEERED SEPARATELY. NOTES: 1. USE MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL — 19 71 #1 4 PANHEAD Robert L. Clark, P.E. PE 1139712 1/4" MAX. TYP. HEAD, SILL JAMB P.O. BOX 1529 NOKOMIS, FL 34274 1 1/2" I MIN. 4 INSTALLATION OF 2 x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY' AND T BE REVIEWED BY BLDG. OFFICIAL • L INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: F.K. Revsd By: F.K. Revsd By: F. K. Revsd By: F.K. Revsd By: F. K. Revsd By: D. B. Drown By: D. B. Description: Title: Dote: 9/9/02 Dote: 8J13/02 Dote: 7/ 10/02 Date: 5/9/02 Dote: 1 1 /6/01 Dote: 1/29/99 Dote: 2 /16/98 ANCHORAGE Revisions: F —CHG SCREWS TO /14 Revisions: E —CHG BUCK NOTES Revisions: 0 —NO CHG THIS SHT Revisions: ADO 1/4 TAPCON & NOTE Revisions: TB & NOTES Revisions: ALUMINUM FIXED IMPACT Series /Model: Scale: Sheet: PW -701 NTS 4 of 4 PRODUCT R/VisED • ° Florida esi Code A•s•.r•e• r40 z -0I . 63 bm'-x- ra ; i b1 4 1.(• Meg Dole nsikrt Ctrl Midas WINDOW Drawing No. 4214 1Rev MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7 4.4 0/ Time Type Insp'n iL;� Ali// _ r ' Permit No. Name Address d4-1( 6-1( Company '9511 - 3 g &- to For Inspector: Approved Correction Re-Insp'n Fee 0 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT r 4?(..) E-U2— 1 / 4 O J h .gJ vt /) -- 4 / it) 0 ST Date \� — l 19 If a iq nl SJ Q (2S0'%- Registered Architect and /or Engineer n — Name and address of licensed contractor n rv1/43 0 -4 C O mi ^. t ��` n c 3 /6 ( 'S r-- Location and leg) description of lot to bee - fin built on: 0 ? `� 1,04V' t� L V' i O Block 2 7 Subdivision /„ j /� &' // ���7 11 y �/ 1. ✓ a. __ / Street and Number where work is to be done Z�� k3 E S c ( .� �( +l' S f State work to be done and purpose of building (by floors), state exterior colors (submit samples) N le , -'" -, t' `- J No Street and for no other purpose. New Building Remodeling Addition Repairs No. of Stories lb be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ / / (7�1 (7 Amount of Permit $ (3 • c Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act. being Section 5966, Compiled General Laws of Florida, Permanent Supplement. and has complied with the provisions th• eof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or ca to b sled for inspection on the site of the work such public notice or notices as are required by the Act. The un. . emp . on y s subcontr . rs... ork to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) l \` STATE OF FLORIDA COUNTY OF DADE. 1 SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. Permit No. ( 7, S Date/ r Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Notary Public, State of Florida PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 2qc 1tJ . Sfret,4 Tax Folio / / ?2 O C 6 / 3 (1 P 6 fib 7d Legal Description /g t C e / / L 2-3 /�( /C Historically Des Yes No Owner/Lessee / Tenant 44 ��TT F ., Master Permit # C 1 g/ i 9 Owner's Address 20/C j�I C __ g4444• c1- , M. 56r s, FL Phone (.3o ) ZS1 - ° Contracting Co. e G h A-Ada e. C. Address 757/ T/C L Y , te Qualifier �'C{ rig ss# Y06Pho A' 5 3 0 y/ State # C G G O Sq,307 Municipal # Competency # Ins. Co. Architect/Engineer e,A. Lk1J0Ere.s, Bonding Company Address Mortgagor Address Permit Type (circle one WORK DESCRIPTION Square Ft. gn Date No .. as to My Commis onEgxnir eI.�.DYSJVll N YfAWi1',.Ti_IC ST,..AT!F OF FLORIDA COMMM! MON NO 0:.7 14103 MY COMMISSION EXN. MAR 12 FEES: PERMIT APPROVED: Zoning � anical BUILDING ce•rldi,iuIl 7 - 17 -01 Plumbing Date Address 78sO 14ut) 161. Shred', Miarnt Lakes 33:1b ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN RekA St on 4-0 e-AVu.cl w ti ? Sze c..-'1 a A e, of LeNnclow • d / 44 ` '40`d /p Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit,to'do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of alt laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons ' ;� and zoning. Furthermore, I authorize the above -named contractor to doworkstated. 1-17 - ®f /.3 ture of Contractor or Owner-Builder , v ►�- Iv -� S � er- : ui der to lou •< 41 'n , 'III' otary as to I' ontractor : • My Commission Expi s P,RY Po OFFICIAL IeOIARY SEAL O B ! ANGELA M BECKER V '- / n n COMMISS7ON NUN.)EH C:C786697 PAY CO;:i ?:ISSION EXPIRES OF Ft° NOV. 1 ?1O2 7 RADON C.C.F. NOTARYS, t l 0 BOND TOTAL DUE Building 1/17A Electrical /z4—Jj ' Structural Engineer I e o f