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248 NE 98 St (9)1 na.1x► I s Owner's Name (Fee S'm.le Owner's Address . lde: v . , V!, bing Phon ec' . i ical ' oofing r iSH IC ari l b BUILDING OM PERMIT APPLICATI FBC 2001 Permit Type (circle): City Tenant/Lessee Name P Contractor's Company Name J i l , ., \i V k ' Contractor's Address 1 CD l (Q m City rt(ICif)(\ /l /� -7 State tL Qualifier ( n ( C_ State Certificate or Registration No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Submittal Fee $ Permit Fee $ Notary $ Training /Education Scanning $ 2 Radon $ Code Enforcement $ Total Fee Now Due 1C.ontinue(i or opposite sine; Miami Shores Village Building Department State * * * * * * * * * * * * ** 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ! , n '1,, Building Electrical PIU Titleh ChO \OS Job Address (where the work is being done ! n ctS s+. City Miami Shores Village County Miami) ade Is Building Historically Designated YES NO 30--1 Fee $ 9 5a Zoning Structural Plan Review. $ MasteK Permit No. Zip Phone # Zip W 3 Phone # Wc' Zip Phone # Certificate of Competency No. Square Footage Of Work: rigj Addition EAlteration :New "" I l♦ `'Repair/ * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ Permit No. 61 Technology Fee $ -2/50 Bond $ a 000 /J'o 2 1 kavvi NOTARY PUBLIC: Sign: Print: My Commission Expi DIAZ -LANZ . • T► "ut„�so Bonded By , n ' 227277 r y National Notary Assn. E My Comm. Expires Jun 26 APPLICATION APPROVED BY: chc 05/13/03 s identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 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,$250Q,2he 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 not be approved and a reinspection fee will be charged. ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1 Signature ` JIM( •r (♦_ , I. , ial. , Signature . Owner4 Agent , , n Contractor The foregoing i strument was acknowledged before me this �/d The foregoing instrument was acknowledged be day of P pm , 200 % , by 4 t/1/ C /bL , day of ki9' " " , 20 6 by ��i�fi who is personally known to me or who has p oduced 044 v who is personally known to me or who has produced My Commission Exp1r . or e this id take an oath. * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2005 -446 Printed: 4/7/2005 Applicant: ANTONIO CORNIER Owner: CORNIER ANTONIO JOB ADDRESS: 248 NE 98 ST Contractor Local Phone: 305 - 621 -4149 Parcel # 1132060134180 SUN AIR WINDOWS & INSTALLATION INC Contractor's Address: 16760 NW 42 AVE Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 7 & W1/2 OF LOT 6 BLK 31 LOT SIZE Fees: Description Amount FEE2005 -4582 Building Fee $300.00 FEE2005 -4587 CCF $2.40 FEE2005 -4589 Training and Education Fee $0.80 FEE2005 -4591 Technology Fee $7.50 FEE2005 -4593 Scanning Fee $24.00 Total Fees: $334.70 Total Fees: $334.70 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 9/24/2005 Construction Value: $3,380.00 Work: REPLACE 10 WINDOWS AND INSTALL 10 SHUTTERS Signed: (INSPECTOR) 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: Inspection Date k\ Approved LJ' Correction Re- Insp'n Fee MIAMI HO UILDING D "AarirMIENT20115 305 -79 + P 204 Building Inspe " � est' 00000000 000000000000000 ES V'ILTAG Date) Type Insp'n V\\ •1 \kkl: ( 1 Permit No. %Tins° 4 4 `(a Name N Address l b n. Ric - s Company Uy`\ VS16.1r.5 VTAVIZIM Phone # tS N41 Y6 o \0 NiVA k`V 01 4 k U ,LP DNS 75 /4- 7f . odA. ki )(1-0 rote A fv.e/s t /7 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POS TED ON THE JOB SITE AT TIME OF FIRST INSPECTION ED PERMIT NO. P05- (1-4/S /'TAX FOLIONOt 1— 0 - 015- 4 1IC STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 • o �al descriptigp of grope y a� �st �e�a s: LEI r �� 1 2. Description of improvement: ali ALA Mf f1 ■(I.�l�t 7" OS 3 r Intere ■ st in property : %- ` . ¶5 Name and address of fee simple titleholder: • .. .% ,v.% • 1£ 4. Contractor's name and address: , .1 It WI 4.6_1.4 Co 1V 'tdmt,PC330ss 6. Lender's name and address: 1 111111 1 III 1 11111 1110 11111 1111 1 11111 1111 1111 c :FN 200580300236 OR Bk 23209 Ps 2854; Ups) RECORDED 03/28/2005 14:04 :20 HARVEY RUVIN► CLERK. OF COURT MIAPII -DADE COUNTY? FLORIDA LAST PAGE 5. Surety: (Payment bond required by owner from contras y LO: IDA COU:k'', Y ;- 1A!1;<; Name and address: t a: . :AYCERiIFYih.:r,,11,, ;,2r,r _ Amount of bond $ orrgrncr t f J in lins oncc un D . ; ', ;y ro WI, h'L fiS m/ a nu .:r:, r1;„c , i :'.t,a. _ �1,R,R l .." 1!ho, CI iii , or :u;.url,Jnd Cowin Ccu,l ��'•; 7. Persons within the state of Florida designated by Own _or_other_docureDs\ provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: —� 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner ts - Print Owner's Name • Sworn to and subscribed before me this , day of . ` � , 20 dr. Prot) tole.J 4- POt# /dZ -79_6y ---!, Notary jbli: JAW Print No M ' oornm -sion exoire: 7/ 2eG lolY Pk" GEORGE A. HUSTUS + 111111 • COMMISSION # DD211517 ` ' EXPIRES JULY 6, 2007 11 •r Tit, OS gS9`i Prepared by 0.111 Add ss: g /{ G PW J% 1,f/v 's /e F6- 3 3/3 c9,LNnE rniom d° ilicr, v a 1 i�a o `�- #t 3- 01I0.04 ;'c Q'r� m .I McAl- fbO'01- 04.US MIA M1.13 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT Ct1NTROC, DIVISION NOTICE OF ACCEPTANCE (NOA Yale Ogron 'Vlanutucturing Co., Inc. 6741 West tilt` Street Hialeah, PI, .33010 SCOPE: This NOA. is being issued under the applicable rules and regulations governing the use The documentatioe submitted has been reviewed by Miami -Dade County Product Con by the Board elf Rules and Appeals (BOR to be used in Miami Dade County and oth the Authority ldaving Jurisdiction (AltU). I00'39dd ( construction materials. )1 Division and accepted areas where allowed by This NOA shall not be valid afar the expiration date stated below. The Miami -Da( County Pr Division an .Miami Dade County) y oduct Control ty) and/or the ART Cie .areas other than Miami Dade ( zsion that this product un l faits to the accepted mariner, the manufacturer will incur the expense of such testin �) reserve the right to have this product or material tested for quality assurance purposes. If this product or ateria revok truediv fails to fy , meet the requirements s oile , or suspend the use of such product or material within their jurisdiction BORA, reserves the right i t to revoke Ybis,3� it e cceptance, if it is determined by Miam t?' Central }r i bade County Product g and 1 � AH.T may immediately r e O applicable building Cade. Zone of the ?I« rida Building Cod This product is approved as described herein, and has been designed to comply with the i , t; h Velocity Hurricane DESCRIPTION: Series 6800 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No, 'W96 -2 "Series sheets 1 through 4 of4, dated 8/1/96, kith revision C dated 09/04/02. p o p led by Al Far Sliding Corporation, Window", and sealed by fl[umayoun Farooq, P.B., bearing the Miami- .Bade County Product Control en wa Notice of Acceptance banes Harr, q Corporation, Signed 1 number and expiration date by the Miami -Dade County Product Cc rot Division. with the MISSILE IMPACT RATING: Norte LABELING: Each unit shall bear a permanent label with the manufacturer's na me or log city, state and following statement: "Miami -.bade County Product Control Approved ", unless otherw s NEWAL of this NOA shall be considered after a renewal application has Ise t t h ere has been rlo heroin. � s beers filed ar there change in the applicable building code negatively affecting the per ormance of this r ` T E AT/ON of this NOA will occur after the expiration date or if t P oduc materials, US and/or manufacture of the product or process. Misuse of this as product, for sales, advertising or any other Purposes shall automatically here has been a re ;sloe or change in the with any section of this NOA shall any these for termination a removal NOA terminate this an is NOA F OA F ailure ilure to comply of any ADV ERTISEMENT: The NOA number precedes! by the words Mtr o r t i on of lV�(�A_ the expiratexpiration d ti r tnay be displayed in advertising literature. If anonion of y Cautery, i i and followed by e be done in its entirety. • P of the NOA is splJlyed, the it shall INSPECTION A copy of this.sntire NOA and shall avail;; c per inspection A shall be provided to the user by the manufacture or its distributors This NO ns ection at the job site at the request of the Building Official. A rorle w; I, 1�0A # 99 -0908.02 and consists of thiepa The submitted d oc:urnentatjrin was }'eviewed by Mewl' :� . ; l as approval dacutrl it mentioned above. re .E r _ LS1 i\11.DADE COUNTY. FLORIDA ME 0 -DADE FLAGLER $UILDINO 14.0 WEST 1 , ACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (30 375-2901 FAX (305) 375 -2905 Expiration Date: , No 02 -I 107.02 Approval Date: b, ;Hoary 23, 20Q8 amber 19, 2002 Page 1 3 WOM -1 17tr:t,r +,r2 -.a62 1.430 � � 1.28'. � 4 T 87 1 ' • • ! o .963 RAIL o VA71. 7YP. 13- FALL: NUH1195 tG1,LS5 :v;Qft13 TO 8E E01131. ON kNVING :WD 540x50 14145] HF!t /SLL C0.9.vERS j j UA)L I APPL IED 46 n ; � m J C Qq IE- V 6 1 O O 1" y , r �SUAFAGE 'lllj t OPi[OHaL 462 VEiT 70P BOT70.la f �� 1 J 597 11— FRANC .1 I {...,7{g HEAD 9 WA, ttP, 15' AF Jf - AM: . l: ii ' 1 'S I H n _ ___u__ ii � �� r II \\ x■ II 1 I D n 11 n n. N II 1 1, ,1 I1 n II I q _- _ -_ _ n - _< 11 i'^ LL m KAD / "vU. CORNERS I 7 I mu. I 4 - 1219 -y 4 .5774 • 1 - l 1 L L 112 Ib79— FRAME SILL leis 1.064 Ir .I ID 1 1.469 1 4.344 1. t .175 SRl RISER 1.625 852- 4— .81? FRAME JAMB VENT 1 "7 .062 CDbur . 144014 RYGn 349 1.401 I 1 44-1 -1687 1-- 1.406 .756 L JAMa SIRE 971 rl~1 SI? 1 � 1--- 3`y'r 752 i - j 1655 .905 L 730 415571440 RAIL FU%EO MFG. RAP. SERIES 6800 ALM! 1-IORI2ONTAL SLIDING WINDOW OES4GN LOAD RATING FOR THESE WINDOWS TO 85 AS PER CH R7 SHOWN ON SHEET 2. A , THESE WINDOWS ARE NEB RATED FOR IMPACT - 441AM1 -DADS COUNTY APAR'D IMPACT RESSTAN3 SHUTTERS ARE 9 71135 PRODUCT 15 DESIGNED TO COMPLY •47F4 THE H159 VELCCITY HURRICANE ZONE OF 0)45 2001 FLORIDA BUILDING CODE. 4150 FOR IMMO LORDS AS PER A5CE 7 USING CORRESPONDING LOADS. WOO BUCKS BY 01HEP.5, 444057 BE ANCHORED PROPERLY TO TRANSFER ANCHORS SI44LL BE AS LIS1E0, SPACED AS SHOWN ON DETAILS, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING OR STUCCO. ANCHORING OR LOADING CONOT110N5 NOT SHOWN IN THESE OETAIC5 ARE NOT PART OF THIS APPROVAL. '0 TYPICAL FI NATION s TESTE0 ;DOTS 11 4F1IT 505741 11 4 11 1 11 .1 ELL. UPC. 46 1/7 01'40074 700111 . ow: CR. nt.74A1Ctcs FABD¢Q FU. PE/10.W 1 II 11 11 �1 U II 'ENT 810114 FRODUCTREVF.WCD "! +t ka wIto t5e Froadj Amptuateri* , pITtllcn Deb By NA� tta Piamltt tla( D ' QY I��l!ff'' ��IIi!i! ` II 4.JUL1f droving no. W96 -25 alma? 1 ft! d 115.5168 LOAD 2523202' • 503 :10 011 01 51 313002 DIMS. 911518 HEICHT 24' 36' 48' 50' 73' 24' 36' 24' A 4 5 5 D50 A30. CUSS 3/15' A \5. CUSS .5 31211065 TYPE 'A' .51;:5085 TYPE 'A' 1.6231065 TYPE '0' EXT.1♦) 55.3 55.3 55,3 53/ X 139.0 98.0 553 I 139.0 55.3 1 110.4 55.3 1 91.1 78.5 93.8 2 553 92.7 3 55.3 60.9 4 011.( -) 61)4) 1 181( -) 2X1.(4) 1 111.E - 55.3 139.0 953 1 139.0 353 97.7 35.3 92.7 55.3 ) 210.0 35.3 1 202.2 513 1 143.3 55.5 1 110.4 553 I 41.1 55.3 1 159.0 55.3 ) 1365 3/16' TENP_ 6!x55 .051740115 TYPE 'A' cx.(1.) 1 917.1 -) 55.3 1 139.0 53.3 139.0 553 I 139.6 35.3 J 139.0 55.3 I 115.8 55.3 - 95.7 533 ) 92.7 311511003 TYPE 'D' EX7.(4) 1 01.) -) 55.3 1 2700 553 ) 2105 55.3 1 7100 55.3 I 219.0 _ 553 I 197.3 553 1 1565 55.3 I 1530 49' 36' 51' 36' .is' 03' 72' 24' 38' 43' 50' 26 -1/5' 37' 93 -1/8' 72' 28 -1/2' 37' 93 -1/0' 72' 28 -1/2' 37' 53 -1/3' 72' 26 -1/2 37' 53 -I/3. 72' 48' 50' 15' 73 -3/8' 59 -5/8' 51.7 4r 1 x x x 33.6 55.3 353 55.7 35.3 E8.) 553 50.7 55.6 55.3 55.6 553 55.0 55.3 55.3 50.7 553 35.3 553 42.2 5 &1 555 00,7 44,8 56.9 422 ( 5 2 3 5 5 5 X X 55.3 35.2 553 4 65.7 503 66,2 353 453 45.5 553 553 115.2 53,5 118.2 55.3 198.1 33.3 829 33.3 673 x x 55.3 55.1 X 51.2 37.7 263 717 55.3 78_7, 55,1 x X 55.3 60.5 51,2 553 547 53.3 t0:4 37.7 ' 55.3 14,1 553 71 35.3 53 6 53.3 56.6 213 55.3 X 42.2 . 42,2 55.3 114.4 55.3 1)5_7 55.3 528 55.3 64.6 55.3 78.0 A = Na OF ANCHORS PER HEAD 6 54.L ✓ / 63.5 5.5.3 :13.5 615 55.3 110.6 55.5 39.2 39.2 39.2 392 55.3 117.1 553 1157 553 I 32.6 553 1343 121.5 353 73.0 353 6113 47,4 47.4 47.4 47.4 55.3 48.1 480 55.3 813 50.5 33.3 799 45) 46.5 46.1 X 36.6 36,6 38.5 . 36.6 35.3 92.7 553 1 77.2 55.3 34.5 55.3 69.5 55.3 055 533 59.5 55.3 57.9 35.3 1 73.6 35,3 55.6 55.3 j 943 35.3 53.6 55.3 ? 13.6 35,3 55.6 55.7 69.0 553 516 553 769 52.4 45.3 5 4 5 1.4 55.3 116.2 5.5.3 53.3 1244 55 3 115,9 513 1 124.8 75.7 53.3 84,6 553 73.5 553 84. 55,3 39.7 55.3 54.1 55.3 59-3 55.3 54.1 353 553 59.3 5.5,3 333 55.3 35.3 53.3 553 55.3 533 47,5 55.3 44.7 44,7 44,7 353 1 123.1 553 1 122.4 55.3 1 1135 553 1 113.2 .55.3 1 92.0 803 198.: 210.0 197.1 210.0 134,2 44.2 114.2 109.1 •01.3 1113.8 55.3 20,1 55.3 069 53.3 43,0 553 693 5 .3 51.5 55.3 19.9 57,9 44.7 111\0014 0(915. 610TH 22" 8S' 96 108 HEW 24' A 559.0053 TYPE 'A' 7 55.3 1 160.3 DJ)CX 1040 CdPACITT - P`.T 1565 5:2)51 2X1(4) 1 011.( -) .5 553 115.8 b 55.3 317.7 55.3 1 91.3 3/15' 15\ CLASS 1 .0520095 TYPE '8' 070,14) 1 1517.( -) 55.3 4 144,0 35.3 : 718.7 55.3 I 1033 553 '1 91.3 9 553 1 77,2 55.3 i 91.1 53„3 9 553 75,4 55.3 1 78.4 553 0X50033 TYPE 'A' E51.))') 35,3 1 115.6 55.5 I 117.7 55.3 I 123.5 53_3 123.6 5/16 3.,1111, t[,155 77.2 783 50666065 TYP2 '8' Ext.(+) 55.3 55.3 55.3 5 .3 011.( -) 1975 2606 267.4 290.0 553 ' 131,7 l 53.3 1233 72' 85' 96' 75' 35' 90' 100 72' 96' 60' 8 8 'AO 55.3 1 79 0 59.3 553 522 50.6 GLAZING OPTIONS 57.9 98.7 52.2 50.3 -a - 3 1 553 1 13.3 SSS 1 58,7 1 52.2 52.2 50.6 1 30.8 5 553 1 40.3 .- 35.3 1 57.3 492 I 45.2 45.2 45.2 7 475 ` 42.0 ) 429 42.0 A = 710 01 ANCHORS PER HEAD 1. SW- 00LL =0.41!3.12 CLAP 410 8E.15 056 105 61.055 0R 3/16' -A 1-H. -GLASS 08 3/16' -73517. 43,455 0 X 0 1 29 4 - 0Z F 533 I 82.4 55.3 55.3 57,9 55.3 553 589 55.) 55.3 95.3 55-3 55.3 XQX 661135 7410T41 S` TO 931 20001. 0.4 904135 .940 113E0 10E5 -^9'• 62 10669170161 538000 51)115901121 15., v1. I 1555 603 613 16.3 47.1 40.7 55.3 55.3 55.3 553 55.3 Pa it 1214 97.0 829 77.5 734 61.2 695 56,4 14110171267 )l 34 EWFA r 14091 A IDE 14146 the ftvaia 8ch15•3 Oatr • Z 5 T 1 ,shm 1141 j: 3 !. r3,50; G1„ 9: 0 5 '75 3 - 4 0 dl00ing tlo, ) W96 -25 j !heal of 4 MN 7 PART o P.fiRD. i DEK041t'f0Y : NATERIAL VANT. /SUPPLIED /P.ZSLiL'A5 - 6E—SCO' : 1 i MAX - H - UD . 6087 -15 , - 2 7E -sop 1 1• j :RARE SLL 1 6063 -25 1- 3 2E -50:6 1 1 1 51.L :SZR 1 6087 -T5 1 i 5E -5052 YE -5053 1.45 0E00. 1 MANE AND-VENT I AS nag. 1 FRAME J4660 -%1XED 1 ! 6663 - 6087 -T5 1 - 1 - 3 1 5 i 76 -5018 1/ Lan 1 EE1ZO MTC.:xl. 1 6063 -T8 1 - 7 ' 16 -5005 1/ 5ENT 0,E511 TOP .TAR ; 6067 -T5 1 - B ; YE -3000 1 1/ PENT ! e•ENT BD1TON PAL a 6083 - F5 1 3 1 26 -5010 1 1 /1/ENN. 1 VEN1 L4TERI.DCK ! 608'. -76 1- LO 1 YE -5007 11/ VENT 14AA3 RAIL ) 6063 -T6 1 - '3 nt -6076 1 1/ '126111 ' CAR LATCH 1 M ?AMA.'( I DECO. PIATEO OR PANTED la # ICY3 /+' SstS12/ LATCH { LATCH 45461. 5CD5n I - 1 CA) PIATEO CRS :5 - I 8500. FRI 56.16 PILE PLASTIC :In 1 - 'TOP k 001100 RAILS 15 - f AS MG_ RH SEAL 810 WV PIA5T4: fat ' I 1 BOTTOV PAL 11 1 18 »4 -0501 2/ LENT ROLLER. A55Y. 1 - 1N-6001 8 tM -6003 TYPICAL ANVFTORS.\ SEE ELEV. FOR SPACING 1YACAL ANCHORS 5EE ELEV. 402 51660 DUCKS • ON RISER REOO. ON X0'4 341665 0157 1 �s t1ET41. 5124. CTURES { STEEL OR ALUu. 1/8' 611W. 6.41614) STEEL FY = 36 X51 SRN. ALUMINUM : 6063 -T5 .ulx 2 BY J wool) 61(74 TYPICAL ANCHORS /SEE ELE.'7. 1.' JW ; u4. IIRA 1I �I I U 11 �r• ��T/PICAL 40615055 5EE V.V. FOR 5856046 11 • TI 1 n4 84150. ? ROLL SOOMED GUSIKG 0E613 I MAMMA) 1 - WOOD BUC45 NOT BY YALE OCRON, 4$UST SjSTAsN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I THEN. To Tr.E BUILDING STRUCSURF. TYPICAL ANCHORS: SEE ELEV. /CWJD FOR SPACING ;PPE 'A' 3/16" TAPCON$ INTO 2DY WO) BUCKS OR N000 STRUCTURE 1 -3/B" 1A64. PENETRATION INTO WOOD T•TRU BY 41000 DUCKS INTO MASONRY OR DIRECTLY LITO MASONRY 1 -1 /4 .444:7. EL1BE0 480 MASONRY OR 5086. 1:11 4170 METAL STRUCTURES {1 /8 E1RJ. THICKNESS) 3.118 -SL�S INTO APPROVED 111LU048 (NO SHIM SPACE) . TYPE 'W 1 /4' JAPC0115 - INT0 20? WOOD BUCKS OR 600D STRUCTURE 1 -1 /2' 6101. PENETRATION INTO MOD THRU NW WOOD BUCKS INTO MASONRY OR 6IP.tCTLY MW 41ASONP.Y 1 -1/4' 41157. EMBED 14610 MASONRY OR CONC. SEALANTS; FRAME AND VERT CORNERS SEAVS. FIXED mE 15450 We. EN05 AND RISTALLAIION SCREWS AT SILL SEALED WITH WHITE COLORED 508186NT. WEEPHOLES: 1 W1 1' NOTCH AT EACH END OF VENT Tr1LER Y2 = 1/2" NOTCH AT EACR END 5 A7 30 FROD EACH ENO _nq: 31. 1601A1470 6..466410 StROCR6(S .4.A 66 5 18357 xt: MW IS1 mod; II PRODUCTTIEHRARED 0 F'a.taer Guatm 5 claming n0. `V/96 -25 sfi 3 or 4) ' ANCHORS Y ;SE ELEV. yti W 5g 3 i ^ � U j l 1 BY ¶000 OUCH 4E117 WIDTH D.L.D.• EXTERIOR 71MCOW D1D114 X0 L;YOiT OX OPPOSITE , I , ShLN �sx J a I vBED SLICKS _. . T }PICAL AnCHDRS SE ELEV. i ii v- VEF1T TOP /BOTTOM OORFFR5 UP F aLUE TnP coaF1 a I) FPALIE O01T01 C.OR JER EAy, 08. KNOW) 'mew SMUCIL S ;IA PE }135'57 _B-1 9 5 7 PRODIXTBRNEWED a rmuphOryxhh Ih<fhrial Anc . 64. 1.. F.q am t wa y Dncbri Cup fi �.I droving no. W96 -25 snee1 4 0! d a 13 3J m La v Mo PRODUCT CONTROL NOTICE OF ACCEPTANCE Ya1c Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah ,FL 33010 Your application for Notice of Acceptance (NOA) of: Exterior Glazed Aluminum Fixed Window - Non - Impact & •Large Missile 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. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0102.05 EXPIRES: 12/13/2006 Raul Rodriguez Chief Product Control Division This application for Product Approval has been reviewed by the 13CCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 12/ 13/2001 11 s04500011pe2000llcemplaceslnot cc acceprance cover page.dot Internet mail;tddre55` post ;naster@buildingcodconlinc.cont 1e0'39bd 314.1 W021d MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER )UILDINc 140 WIIST FLAGLER STRICT, SUITE I&33 MIAMI. FLORIDA 33130 -1563 (303) 373.2901 FAX (303) 373.2903 CONTRACTOR LICt N I'C SI:CCPION (305)375.2527 FAX (305)375.2553 CON'I RAC:rOIt KNFORCI.:Att:\ r DIVISION (345)37S-2 FAX (305) 375.2908 I'I400UCT CONTROL DIVISION (305) 373-2902 FAX (305)1724339 THIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECI FIC.ANI CE CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office (10Incpugc: ( ttp : / /www.buitttingcodconline,cotn 92:11 P. 1 8151,1 Yale Ogron Mfg. Co. ACCEPTANCE No.: 01- 0102.05 NOTICE OF ACCEPTANCE: SPECIFIC CONDITION4 2 APPROVED : DEC 1 3 2001 EXPIRES DEC 1 3 2006 1. SCOPE 1.1 This approves an aluminum fixed window system, 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 2.1 The Exterior Glazed Aluminum Fixed Window - Non - Impact & Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No. W00 -53, Sheets 1 through 6 of 6, titled "Exterior Glazed Alum Fixed Window ", prepared by Al Farooq Corporation, dated 12/12/00 and revised on 10/2/01, signed anc sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approva: stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Produci 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 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window system and its components shall be installed in strict compliance witt the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state anc 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 o 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 Codi (SFBC) in order to properly evaluate the installation of this system. Man .el Perez, P.E. Product ro1 Examine Pro . uct 'ontrol Division 200 . 39tid 31ti1, W02l3 92:11 170, 1 21tl14 Yale Ogron Mfg. Co. ACCEPTANCE No.: 01- 0102.05 3 APPROVED EXPIRES DEC 1 3 2001 DEC 1 3 2006 E00 . 39Hd 31U) WOdJ L2 : 1 I ve . I 21t:W NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I 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 need 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 P.E., Product Con xamincr ontrol Division SURFACE APPLIED FALSE U*ABlNS OPTIONAL 141NOON LENGTH TYPICAL FLEVATION • WINDOW LENGTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CR SILBLAR CAN OE VERIFIED BY INSCRIBING PICTURE WIKODW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN TN DOTTED LANES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. USE LENGTH AS THE LONGER DIMENSION AND WIDTH AS DE SHORTER DIMENSION TO ENTER CHARTS. NOITf IMPACT RESISTANT WINDOWS GLAZ O WITH 3/16' ANNEALED OR TEMfERE0 GULSS MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED SEE SHEETS Z 3 AND 4. LAME MISSILE IMPACT RESISTANT 17INDOWS GLAZED WITH 5/16', 7/16' OR 1/2' LAMINATED GLASS SNIT NOT REQUIRED SEE EFTS 2, 5 AHD 6. [+Krt I P WI. WLLATtltD FARCOO STR VCTUR! e Flt, PC f E537 acz 2 2641 NOTES; 1. THIS STAkICTURE IS OCSSINED AS PER DIE SOLNA FteRD.1 BUIWIND CODE 1994 ICRION FOR DADE COUNTY. ALSO FOR HIND WADS AS PER ASCE 7-88 USU7D CORRESPOhTSOIO LOADS. B. 3000 BUCKS BY CIDERS, DUST EE ANCHORED PROPERLY TO TRANSFER !CATS TO THE SCRUCCURE 3. ANCHORS SWAT SPAS LASTED, SRAM AS SHORN ON DETAILS. ANCHOR EI[BE0?D4T 70 BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. APPROVED AS COSIPO'Rxi NA NTHE SCUM OA WINDOW FRAME GLAZING STOP IMPACT CLASS CWISTON SUNDA COOEOOLURUNCEDFFICE ACCEPAAI&EetO,01-Q\W2.05 (elteet 1 of ) SILICONE CE -1900 GLA2ING TAPE VENTURE VG 1050 3/18' 01. CLASS OR 3/15" TEMP. CLASS 3/16' ANN. OR 3/16' TEMP. HON IMPACT RESISTANT GLASS HMG OADE COUNTY APPR'D SHUTTERS REQ0. FOR ALL OISTALIATIONS SILICONE GE 2500 1/8' ANH GLASS MO SCUMS SMLEX NO PAT LYTERLAYER 1/8' ANN. CLASS SILICONE GE 2800 WWI M IIPACT RESISTANT GLASS SIBATERS NOT REQD. GLAZING OPTIONS SILICONE CE 2800 3 /16' H.S. CLASS .000 SCUOLA SAFLFX 1110 P'+S IMERLAYER 3 /15' H.S. CLASS SILICONE CE 2800 7/IB' OVERALL LAMMED IMPACT RESISTANT GLOSS SHUTTERS HOT RECD. 010 X 1' SUS AT 14-5/2' 0.C. CIRCULAR VIO NDOWS S0.ICONE GE 2800 3/18' H.S. CLASS? .070 RESIN Or CLASSIAY .010 POLYESTER IHTERiAYER .070 RESIN BY cumuli 3/88' H.S. GLASS SILICONE OE 2800 1/2' OVERAU, LAMINATED IMPACT RESISTANT GLASS SHUTTERS NOT RECD. env: DP_ 11UTAAYOu1 tAR900 SLRUC[UREs 11.5. PE 0 18537 WELDED JOWL AT ENDS OCT 2 2493 RECT. OR SQUARE 01t00l5 TYP. CORNER DETAILS POLYESTER LAYER 0.700' OVERLAP WELIXD st U 4 $a ca 1 dnran0 no. WOO -53 (Lhipst 2 of 6 0P{'Apt5L CORNER APPROVED AS COMPLY0I0 WHINE SCUTH O08OILan ODE ROL DIVISOR DIXL.0 ' CODECOMPUANCE ACCEPTANCE NDQA"N fa TIMOR 0(155. 61103085 7172 T ANCHORS 1172 13' V1079 LE74 EXT. (4) 2167. ( -5 0X7. (45 1197. ( -) 16' 24' 30' 25' 41' 48' 58' 60' 66' 72' 16' 24' 30' 36' 42' 46' 54' 60' 65' 72' 18' 24' 30' 38' 42' 48' 54' 60' 65' 72' 16' 24' 30' 35' 42' <6" 04' 6D' 56' 72' 10' 24' 30' 36' 42' 46' 04' 6D' 16' 24' 30' 35' 41' 45' • 24' 46' 60' 72' 64' 80.0 6 1.7 61.7 a1.7 61 0 61,7 69.6 573 58.5 45.1 41.1 34.4 544 54.4 64.4 60.0 80.8 822 850 52.2 50,0 61.7 61.7 61.7 06.7 60.0 49.3 49.3 49.3 45.3 600 41.4 41.1 41.1 40.1 BOA 41.1 39.9 35.9 35.5 759 01.7 (9.2 41.1 352 32.8 33.6 72.5 57.6 43.5 39.9 35.5 54.4 9/16" 4195261.05 01/35 82.2 - 804 62.2 604 81.7 61.7 61.7 010 61.7 01.7 61.7 60.0 65.7 61.7 810 60.0 61.7 61.7 65.7 60.0 65.7 61.7 65.7 60.0 3/16' 73890500 CLASS 41908015 7772 '6' ANCHORS 1872 18' EXT. 443 INT, ( -2 EXT. (44 1M. ( -2 55.5 59.5 59.5 80.0 120.0 80.0 1353 57.8 67.5 57.6 00A 120.0 - 60.0 131.3 58.5 563 665 85.0 41.1 41.1 41.1 854 61.1 41.1 41.1 860E 41.1 41.1 41.1 82.0 39.9 39.9 39.9 50.0 351 35.9 35.9 604 303 31.3 30.5 60.0 75.9 769 759 800 61.7 61.7 61.7 60,0 49.3 49.5 40.3 804 41.1 41.1 41.1 65.0 359 35.2 35.2 63.0 309 304 20.5 783 30.5 308 30.8 70.0 70,0 70.0 70.0 723 72.5 72.5 60.0 160.0 840 254.7 574 574 57.6 60.0 120.0 65.0 1343 43.5 43.5 45.5 60.0 96.0 60.0 112.0 399 309 303 600 60.0 554 933 35.2 35,2 35.2 600 68,6 80.0 60.0 - 704 . 60.0 70.5 700 62.2 53,3 622 42.2 669 48.0 56.0 540 55.0 550 70.5 704 7.5 640 564 54.4 • 54.4 60.0 37.6 37.6 37,6 37.5 690 30.5 225 335 35.5 60.0 60.0 70.0 62.2 66.0 70.0 42.2 156,7 80.0 165.7 1445 "60.0 140.0 1400 80.0 1404 120A 80.0 140.0 125.0 65.0 1403 620.0 80.0 1404 1283 503 128,2 1200 803 126.0 160.0 60.0 586.7 1200 80.0 140.0 96.0 60.0 112.0 800 60.0 63.3 10.0 BOO 93.3 RDA _ 60.0 03.3 60.0 000 135.5 50.0 10.0 95.5 604 630 953 60.0 53.0 93.3 1604 60.0 1723 120.0 80.0 _ 140.0 650 60.0 • 1124 80.0 60,0 933 66.8 85,0 800 634 70,0 '70.0 60.0 70.0 70 0 68.0 70.0 70.0 60.0 75,0 70.0 60.0 70.0 70.0 48.0 55.5 554 484 56.0 560 100.0 80,0 150.0 120.0 80.0 126.0 56.0 90.0 108.1 88.0 80.0 53.3 68.6 60.0 60.0 65.0 70,0 70.0 53.3 82.2 62.2 48.0 56.0 56.D 69.1 60.1 69.1 60.1 60.0 156.0 60.0 056.6 512 . 61.2 51.2 31.2 804 120.0 804 122.5 33.1 33.1 33.1 33.1 60.0 960 10.0 102.3 _ - 60.0 800 604 59.1 604 68.6 50.0 800 630 70.0 1 70.0 515 62.1 62.2 WINDOW DIMS. 419080198 175E '6' WIDTH LENGTH EXT. (+2 [197. ( -7 19' 24' 20' 35' 41 46' 10' 24' 30' 38' 42' 08' 24' 30' 36' 10' 24' 33' 36' 18' 24' 33' 16' 24' 30' 56 108' 104 220 232' 144' 5/58' ANNPd1321 CUSS 693 52.5 465 465 20,6 1 238E 23.2 23. 2 00051083 TYPE EXT. 445 207. ( -2 593 465 45,7 453 40.8 40.5 35.6 28.6 23.2 59.5 48.5 45.E 45.7 40.5 40.3 23.2 5/16' 780491300 CLASS 4240118385 TY76 EXT. ( +2 101 5 -) 504 80.5 80,0 600 76.5 70.0 630 80.0 604 60.0 70.4 80.0 83.9 63.0 154.5 1200 964 834 66.6 604 152.7 116.1 96.0 60.0 68.1 152.0 117.4 560 ODA 600 7A 35.6 604 143.2 116.7 26.6 504 965 . 80.0 2e,0 76.6 79.6 80.0 '. 114.4 80.0 114.4 904 94.6 803 80.0 80.0 92.6 824 92.6 47(050115 TYP% 13' EXT. C4)1 INT. 1 -7 0 178.1 554 164.5 62.0 125.0 830 59.6 804 66.2 760 76,5 70.0 1 70.0 830 1 152.7 804 1 97.5 654 1 64.0 70.4 I 70.4 80.0 1 152.0 604 1 8174 80.0 1 96.7 80.0 80.4 80.0. 143.2 80.0 116.7 75.6 BOA 60.0 80.0 79,6 114.4 514.4 94.8 85.0 92.8 000 02.8 85.0 62.6 _._.. .......... - rar 19 -1/6' 26 1/2' 37' 65 -1 /8' 15 -1 /8' 26 -1/2' 57' 53 1/6' 19 5/8' 26 -1/2' 37' 53 -1/8' 19 1/6" 25 -1/2' 37' D1 -I /1' 19 1 /6' 26 1/2' 37' 53 -1/8' 19 1/8' 26 -2/2' 37' 53 1/6' 26' 38 -3/5' 50 -5/8' 74-1/4' 77.4 56.9 561 555 77.3 55,8 400 38.8 71.6 77.4 66.9 56.9 55.6 77.3 55.6 440 31.6 71.6 554 55.6 404 43.0 28.2 29.2 37' 63' 87.7 69.7 53.2 53.2 40.0 40,0 69.4 684 66.6 65.6 48.4 42.4 32.2 372 44.8 44.8 77.4 77.4 56.9 58.9 564 559 55.5 56.5 77.3 77.3 55.8 56.6 40.0 .40.0 36.6 38.6 7L6 71.6 55.5 55.8 40.0 40.0 28.2 29.2 65.7 60.7 53.2 53.2 40.0 40.0 66.4 68.4 46.4 40.4 37,2 37.2 66.6 66.6 44.6 448 600 600 60.0 500 60.0 50.0 500 . 1300 634 1304 60.0 66.4 60.9 63.0 85.0 80.0 63.2 00.0 63.2 175.7 854 1212 . 824 175.7 129.2 1104 800 125,2 110.8 85.0 125.3 150.5 604 1753 706.7 80.0 126.6 77.6 830 60.6 75.0 I 500 f 87.0 1524 804 126.8 150.6 95.0 106.7 77,6 00.0 582 664 800 150.6 60.0 103.7 00.0 77,6 60.0 63.2 60.5 54.2 61.2 150.6 50.0 100.7 600 774 80.0 54.2 63.2 155.6 DA 506.7 503 778 550 50.6 56.4 158.3 1232 93.8 63.2 155.) 120.4 90.8 632 121.2 60.0 60.5 54.2 01.2 115.8 60.7 63.2 I NON IISPACT RE6167AN7 1NNDOV6 NU6(1 DADS COUNTY APPROVED 1169407 0052811,67 065(572266 115 ANCHORS FOR THIS PAGE TO BE 10 5115 3/16' TAPDDNS DR 3/16' TEKS SEE SHEET 4 FOR DETAILS S 1. OCT 2 200i • 2 1 ACID 270719 2167 lEOH 594634512145 CAN BE 45 64 0'1432120/111 1 2.1Y 0 VEROCW.Y 1432120/111 32435114 APPSOuEDAS COMPLYING V8711 THE S01.410 5 8111.0195 0', �J 2 5 5 814 tie . . t PROD' - : 6 05.41015109 8UIL0198000E 00MPLWM0F8(OE 4000272110E ND,01' 0.01 1774 6 05 1418673 0UN 245000 6750091529 FU. PE 1 16557 11E14 N0. PAIR NUMBED 113A]RITY DESCRIPTION I MAW= JAIM./S11P776R /RIMAS13 1 YE-80 4 WINDOW MARE 1 AU&MgM W53-13 2 YE-42 4 0.421110 STOP j AL1>W204 W53-13 3 0E -1000 AS MM. LYA0Ri6 01090100! 3 MICONI - 3A 1G tOSW AS REC0. 13U3INC 709E (I/r K I /851 - YER911RE 4 f6 X r 2/ CO0IER FRAME 45914031 SCREWS 1 - - IMPOSED Ett CLA2MG SYSTEM AND TRANSFER THEM TD I T2�E BUILQING STRUCTURE. TYPICAL ANONERS SEE ELEV. FOR SPACING TYPICAL MOORS SEE ELEV. TER SPACING TYPICAL ANC30RS SEE ELEV. Fist SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/9' MM. THICKNESS 10 $AAR 012' 0.C. USE CHARTS FOR ANCHOR TYPE C 18Y OR 290 WOOD BUCK SIE MLUJIXf APPRTRLS FOR MINION TYPE /410 511E TYPICAL. ARCHERS SEE ELEV. FOR SPACING METAL STRUCTURE t/Ir NTH. IPICSINESS MY OR err VO02 PECK Dim M /110.300000 0041000 STRNCT 0030 01.4. PE >+ 16532 Orr 2 7841 MIEIIUUJ 4167 TYPICAL ANCHORS; no EDE FOR SPAONG a °HCM RS TYPE 1{ (1/4• MAx. SICM SPACE) 11C SA INTO 2630 ROOD BUCKS 011 30/COD STRUCTURES 1 -3/6' M111. PENETRATION INTO WOOD INTO METAL STRUCTURE (STEEL OR ALUMINUM l/6' MIN. THICKNESS) ANCHORS TYPF 'R' (1 /4• M4x. 5)BM SPACE) 3/16' • TA913)315 (61 ELCO) CR E3UP/. CONC, ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 2630 WOOD BUCKS OR W000 STRUCTURES 1- 318'.04331. PENETRATION INTO WOOD ?KRU 1630 A000 RUM INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN, EMBED INTO CON0. OR MASONRY 5/113 TFKS SCREWS INTO METAL STRUCTURE (STEEL OR ALUMINUM ) /8' MIN. THICKNESS) JW14<0RS ORO MU UONH (t)0 SHIM SPACE) 1 10 504$ LSE RES0CTS OF ANCHORS TYPE 'B' SEALANTS: FRAME CORNERS AND P15TALCAIAON SCRESAS SEALED WITH CE SILICONE SEALANT. AWR0 00ASCOMPLY1NOVEMTHE SOUTM(i08DIE /mil »5 1 0 Adg 1 73091004. ANT30RS SEE ELEV. FEN SPACING By Pft00 T PAX MOM EU0.01 GCOE COMPIWYCECFf10E ACCEPT/BCE A.2301: lf' 5 d awing no, WOO -53 (shed 4'o1 6 ( • IMPACT RESISTANT TTINDOWS (SHUTTERS MT REWIRES) IMPACT RES1STANT 1 HOOTS (SKATERS 6107 REQUIRED) WINDOW 06946. DES1GN IA615 CAPACITY - PST fl11(001! DESIGN LOAD CAPACITY - PSP 5/16 UR. ARK. CLASS 7/76" FAX 15.5, CLASS we JAM A5. GLASS DIMS. 0 /18' 1A31. ARK CI565 7/10 IAN. LS, CLASS 1/2' WS56. 156. 01665 MOM LENGTH EXT. (45 MT. L -) 007. CO I67. 4-3 EXT. N) INT. 4 -) 1410Th 15' 24' 30' 35' 42' 46 LENGTH EXT. (4) i a• P) 70.0 04 EXT. CO 65.0 INT. 4 -) 654 EXT. (4) 73.3 INT. 4 -) 75.0 69' 24' 30' 30' 42' 46' 54' 60' 66' 72' 244 70.0 70.0 66.0 15.0 73.3 75.0 70.0 70.0 65.0 054 85,0 734 73.3 754 75.0 59,0 36.1 59,0 65.0 65.0. 73.3 75.0 70.0 70.0 65,0 36.1 65.0 654 73.5 75.0 70.0 704 65.4 86.0 73.3 75.0 86' - - 65.0 65.0 . 73.3 750 700 70.0 654 650 73,3 75,0 - - 65.0 65.0 73.3 750 700 70.0 654 65.0 73.3 75.0 - - 65.0 610 .73.3 75.0 70.0 70.0 854 55.0 73A 750 16' 24' 30' 30' 45' 108' 55.3 56.3 654 65.0 73.3 753 70.0 70.0 65.0 69.0 73.3 75.0 55.3 A53 65.0 06.0 73.3 75.0 70.0 704 95.0 65.0 73.3 75.0 - - 65.0 65.0 73.3 75.0 66.7 68.7 654 65.0 73.3 75.0. - - 65.0 55.0 73.3 75.0 I n R n w vv x m° e n 36' 70.0 70.0 65.0 65.0 73.3 75.0 - _ - 65.0 654 73.3 75.5 704 70,0 65.0 05.0 73.3 734 16' 54 30' 36' 114 46.5 48.6 654 65.0 73.3 75.5 70.0 70.0 65.0 65.0 73.3 75.0 46,6 48.6 • 65.0 65.0 73,3 75.0 65,3 954 65.0 65.0 73.3 75.0 - - 85.0 65.0 73,3 75.0 57.4 57.4 . 65,D 65.0 73.3 75A - - 05.0 65.0 75.3 713,5 51.0 _ 53.0 65.D ` E5.0 _ 73.7 7b.0 11 34' 30' 30' 320 43.0 43.0 654 65.0 73.S 76.0 43.1 45.5 65.0 65,0 73.3 75,0 43.6 43.0 65.0 65.0 73.3 75.0 40.8 40.6 659 65.0 733 73.0 - 65.0 65.0 73.3 75.0 ' 371 37.5 65,0 65.0 73.3 750 - - 05.0 55,0 73.1 75.0 33.1 3333 66.0 65.0 73.3 75,0 18' 24' 35' 132' 34.8 34.6 650 65.0 75.3 75.0 70.0 70.0 - 63.0 63A 73.3 754 - - 65.0 654 73.3 750 70.0 70.0 654 65.0 73.3 754 - - 652 654 73.5 73.0 61.0 670 650 654 73.2 75.0 16' 24' 33' 144' 240 26.6 65.0 65.0 73.3 73.0 53.0 51.0 55.0 65.0 ' 73.3 73.0 - - 650 45,0 73,3 754 54.1 54.1 654 55.0 73.3 75.0 - - 6.5.0 45.0 73.3 75.0 49.0 49.0 55.0 65.0 733 75.0 '39 1/6' 28 -1(2 3? 55-1 /8' 26' 70.0 70.0 680 65.0 73.3 75.0 44.4 44,4 654 65.0 762 75.0 70.0 70.0 65.0 ' 95.0 73.3 75.0 404 40.4 65.0 65.0 73-3 75.0 70A 70.0 634 65.1) 73.3 75.0 - - 65.0 659 73.3 76.0 67.2 67.2 55.0 650 73.3 75.0 - - 65.0 6S0 73.3 75.0 19 -1/6' 56 -1/2 37' 53.1/6' 35"'3/8 _ 70.0 704 . 65.0 65.0 73.3 754 K R I VA e m ^1 65 70.0 70.0 05.0 65.0 73.3 75.0 70.0 70.0 65.0 65A 73.3 754 70.0 704 65.0 65.0 73.3 75.0 61.3 67.3 85.0 650 73.3 75.0 43.5 49.5 65.0 65.0 73.3 75.0 53.0 • 53.0 65.0 65.0 73.3 75.0 40.8 40.6 65.0 650 73.3 75.0 19 1/9' 25 -1/2' 37 . 50 -5 /8' 50•'6/8 79.0 L 70.0 85.0 654 73.3 75.0 44.2 44,2 65.0 65.0 73,3 75.0 69,2 66,2 65,0 95.0 73.3 754 40,4 40.4 - 83,0 654 73.3 75.0 47.7 47.7 6334 65.0 73.3 75.0 - - 65.5 65.0 67.7 67.1 433 433 65.5 65.0 77,6 71.0 - - 80.4 60.4 60.4 b0. 19 1/8' 26 -1/2' 37' 53 -1/6' 67 7.0.0 70.0 65.2 65.0 • 73.3 754 - - 85.4 83.4 60.4 60.4 674 61.4 93.0 65.0 73.3 75.0 - 6D,4 60.4 60,4 60.4 47.0 41,6 65.0 65.0 73.3 754 16 24' 30' 36' 42' 417' 54' 60- 72 . 70.0 70.0 65.0 653 73,3 75.0 - - ' 553 65.6 00.2 66.2 65,7 66,7 65.0 55.0 73.3 760 19 1/8' 36 -7/7' 37" 53 -1/8' 63' 70.0 70.0 65.0 65.0 73.3 754 43.3 43.5 85.0 65.0 73.3 75.0 59.5 59.5 550 650 73.3 7.0 31.5 SS,1 65.D 650 73.3 75,0 360 38,5 65,0 65.0 73.3 75.0 - - 55.0 65.0 75.3 75.0 - - 654 654 6162 652 - - 65.0 65.0 73,3 75.0 19 -1/6' 26 -7/2' ST' 53 1/6' 74 70.0 - 704 634 65.0 73.3 75.0 - - 65.5 65.0 67.1 67.1 64.1 5.1 65.0 65.0 73.3 75.5 - - 654 60.4 65.4 60.4 31.0 31.0 65.0 65,0 73.3 76.0 15' 2 35' 36' 42' 46' 54' 64' ; 70.0 70.0 85.5 55.0 73.3 75.0 - - 65.0 650 68.2 66.2 52.4 62.4 - 65.0 63.0 73.3 75.0 - • . • 40.5 40.3 65.0 850 73.3 75.0 - - 65.0 63A 73,3 75,0 - - 554 15.0 75.3 75.0 - - 854 63A 73.3 75.0 - - 65.0 53.0 67.1 67.1 C7 CO LY CL E 5 ANCHORS FOR 'HIS PACE 10 BE 014 SMS 1/4' TRPCONS OR 1/4 TEKS SEE SHEET 6 FOR DETAILS 1Y 019116 AND LENGTH DI/DOW CAH 95 ORIENTED 52.91C ALLY OR HORIZOATAU.T AS SHOWN ABOVE. 64n 0 I1 J6H 658000 FAA at 6 14557 OCT 2 2001 90 ASCOUPLY6IGWd1N THE 604.1771 61. ,. 6000087000E DA �� ..7477447E1 , moo r . R OLDM6g6 � 01.1LD010 CONOO76RIA710E OFF= AOC6FTV.0ER0.'11-41 b7- 3 43 97 LS Cppp get 4n y 8 7-O 1 5- 622 0 drawing no. W00 -53 6b4 6t 5 of 6 FROM YALE 11A7ERFAL4 USX Rol NDtiPART NIM4f� =Ute41FY LSSCAIPl 22t YAILRY1 1 YI-40 4 1CNWYI r1+AA@ AU1u1NUtl e 2 .. 4 CLAIM STOP 011114.0041 e 3 GE -2400 AS IMO. 00200 COIIPOUN9 SWANS • SA SO 108Y AS f cepO. GRAM THE It /2' X 1/8') — 4 IS X t' 2/ COINER TXMIE I.SESIBLY SCREWS — • 'WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM T� THE BOLDING STRUCTURE. TYPICAL P,2CHCRS SEC ELEV. TER SPACING TYPICAL PLSHFAS SEC ELEV. VCR SPACING • • br• TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ARCHGRS SCE ELEV. FOR SPACING GUZSPS LIONITEL SCRCAS REWIRED FOR 1/2' LAM. GLASS ONLY Li ef CR 2BY 2000 EUOK `IMPACT RESISTANT RIN00W9 1 ME04. STRUCTURE ifs' rut THICKNESS 10 S.M.S. 0 12' 0.0. USE MATS FOR ANCHOR TYPE G SEE MILLION APPROVALS FOR 140.U091 TYPE AND SCE TTPICAE ARCMS SCE ELEV. FOR SPACING METAL STRUCTURE 1/C w»& MOMS EXTERIOR WINDOW 4410124 5.114.1 CR. AntIoroWt Fmo00 STRUCTISIES FLA PC } tar r� -OCT 2 2001 TYP;CAL ANCHORS; SCE ELEV. FOR SPAONO 1 /4'9 TAPF:ON$ (8T ELCO) OR 'URN. CONC. ANCHOR FOLDING CURRENT NOT(C INTO 28Y WOOD BUCKS OR MOD STRUCTURES 1 -3/4' MIN. PENETRATION ONTO 44000 TNRU 5BY WOOD BECKS INTO MASONRY OR DIR 1 -1/4' IAAH. EMBED INTO CONE. 02 MASONRY 114 S1AS 0R 1 4' TEKC SCREWS INTO METAL STRUCTURE (STM OR ALUMINUM SEALANTS: FRAME CORNERS AND INSTALLATION SCREW SEA GE SIUCONE SEALANT. • PR00 1(;`,L BUILO3G 1 ACCEPTM - O D GI m 0 0 co 3 7I Fr 6 • 4 11, MIAYM -- '111111111 BUrLDING Ci )DE COMPLIANCE OFFICE (ECCO) PRbDUCT 01 INITROL DIVISION NOTICE OF ACCEPTANCE (N01 Yale Ogren Manufacturing Co-, Inc. 671 West 18 Street Hialeah, FL 33010 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 IVIiami-Dade County Product Control Division and accepted by the Board Df Rules and Appeals (BOA) to be used in Miami Dad County and other area where allowed by the Authority Having Jurisdiction (AHJ). This NOA sliall not be valid after the expiration date stated below, The Mkaud-Dade County Product Control Division (In Miami Dade County) and/or the Al-D (in tufts other than Miami Dade County) reserve the right to have this proi:luct or material tested for quality assurance purposes. If this produce or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Aar 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 Miarni-Dade County Product Control Division that this product or material Ails to meet the requirements of the applicable building code. This product approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "S00" Alu nu= Single Bung Window and Dual Action Window ' TOO'30Ud IMAM-DADE COuirrY„ FLORIDA METRO-DADE FLAGLER BUILDING 140 WET FLAGLEE STE,Ex'T„ SUITE 1603 MIAML FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 APPROVAL DOCUMENT: Drawing No. W96-38, titled "Series-380 Single I-lizng Window", sheets 1 through 4 of 4, prepared l:ty Al Fartioq Corporation, signed and sealed by I arociq, P„E, dated 10/10/96 with revision on 10)07/03, bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance nuEuber and expiration date by the Miarni-Dade COunty Product Control • MISSILE IMPACT RATE None LABELINt: Each unit shall bear a Perim label with the manufacturer's name or logo, city, state and . following statement "Miatni-Dade County Product Cointol 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 buikling code negatively affecting the performance of this product. TERMINATIlf;IN of this NOA will occur after die expiration date or if there has been a revision or change in the materials, use and/or manufacture of the product or proc.ess. Misuse of this NOA as an endorsement of any product, for sale, advertising or any other purposes shall automatically tezminate this ?1/410A. Failure to comply with any section of this NOA shall be cause for termination and minoval of NOA. ADVERTISEMENT: The NOA !lumber preceded by tile words Miami-Dade County, Floidda, and followed by be done in its enizirety. the expiration date may be displayed lb advertising literature. If any portion of the NOA is distilayed, then it shall INSPECTION! Acopy 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_ The sUbmitted documentation Wu reviewed by ' 'This NOA rev NOA # 0'2.059 'LOC and consip s.pae: 44 well as. approval document mentioned above- ill Si • '1 Bpirmta .E. , • ;■:a 110.A`N0 03-0910114 /Expiration Date; November 14, 200 ApproYai Date: December 1E42003 Page 1' 31bA 140?'1 r Vide Claron]k/Ianufacturine Co., Inc.. NOTICE O ACCEPTANCE: EVIDENCE SUBMITTED DRAMINGS L 1V4attufacturer's die drawings and sections. 2. Drawing No. W96-38, titled "Series-580 Single Ilung 'Window", sheets 1 through 4 of 4, prepared by Al Farooci Corporation, signed and sealed by laurn2y9ut Parooq, P.E., dated 10/10/96 with revision on 10/07/03 B. 'I'M'S L Test reports onl) Air infiltration Test, per TAS N2-94. 2) 'Uniform Load Static Air Pressure Test per TAS 202-94. 3) Water Resistance Test, per TAS 202-94.: ; 4) Forced Enny Resistance Test, per AA1VIA 1302.5-76. along with marked-up drawing and installation diagram ofarialtuninum single hung window, prepared by Fenestration Testing LaboratOry, Inc.„ Test Report No F1'L-1171 and FIL4170, dated 10/16/95 and 09/11/55, signed.and aled by Yamil Gerardo Kith, P.E. "Submitted under NOA 4002-0507.06" .2. Test reports Orli) Air Infiltration Test, per TAS 202-94. 2) 'Uniform Lad Static Air Pressure Test, per TAS 202-94. • 3) Water Resistance Test, pet TAS 202-94. 4) Forced Entry Resistance 'Test, per AA.MA. 1302..5-76 . along with ma.rked-up drawings and installation diagrain of an aluminum single hung "eg;ress" dual action window, prepared by Fenestration TestingLaboratory, Inc., Tett Report No. Fm-1660, dated June 23, 1997, signed and sealed by Yamil Gerar do P.E. ""Submitted under NOA 0024507.06" 3. Test reports onl) .Air Infiltration Test, per TAS 202-94, 2) Uniform Load Static Air Pressure Test, per TAS 202-94. 3) Water Resistance Test, per TAS 202 4) Forced Entry Resistance Test, per AAMA 1302.5-76. along with marked-up drawings and installation diagram of an aluininuna single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. rm-3879, dated 08/28/03, signed and sealed by lbseph Chan, F.E. C. CALCULATIONS L Anchor Calculations and structural analysis, prepared hylAl Co., dated 10107/0, signed and sealed by Hurnayoun Parooci, 2. Complies with ASTM-E1300-98 MATERIAL CERTIFICATIONS I. None. b. 200'39Hd E - 1 Theodore Berman, p.n. Deputy Director, Product Control Division NOA. No 03-0910.04 Expiration Date z November 14,, 2007 Approval Date: December 18, 2003 TleA WO?dd eS:6 170, 8 nom • yaie Ogron plInaufacturing Ca., lips, NQ 'ICK OF ACCDPTANCE% ,EVIDENCE $"1.1 MITTED E. QUAIITY ASSURANCE 1.. Miami-Dade County Building Oxie Compliance Office. STA:MONTS erter from Yale Opou IVIatuifacturiag Co. Lac, dated. 513/02, stating that the product has not changed since 11 was at approved, signed and sealed by Sonia Chance. 2. Laboratory compliance letter for Teat Report no., PM-3879 issued by Fenestration Testing Laboratory, Inc., dated 9/10/03, signed and sealed by Joseph Chan, Pl. OTHER. 1. Letter from did consultant stating. that the product is in compltance with the Florida, Building Code (PBC). _ee Theodore Berman, P.:It. Deputy Director, Product Control Division NOA No 03-0910.114 Expiration Date: November 14, 20417 Approval Date: December 18, 2.04 8 - 2 :Yr , A1 C� 3913d 31U W(Md 6S:6 170g 9 (ON t' 1W 1554,71 rsnyr_7v - . - . - OLOO? 1121.15. a" a" 7370050 1/1 2%700113 09; 10.53 3 /14,' -17411. CLASS Arts'' 71. 000.39 5!15' -13M?. 513&9 X01 140045 4,0. 1 ( -} Utr. to 110. to 14.17. ( +) wt. ( -) al'. (1) 1117. ( -) 13-1./3 731/'7' 7 ' S5 -1f2.' i 2 ( 75.4 12 650 210.0 72.4 1250 EA0 2150 7 5.1 Si 1239 42.0 1317 33.5 1'17.3 1409 114.1 13 -1/3' 102.4 4,0.0 21Q0 739 1110 :41 153.9 329 435 103.5 15.9 i 4730. 73.5 25-1/2' - '' 1 1,3' v......_/a, 3 (4) "3.5 1 _ - - - 04,7 7..1,4 - - - - 317 51,5 - - _ - - - '1,: ."3 -1/04 31' 784 125.0 - ° 0.0 `0 - /1 (5) rt :5 fr, 4 _ 23,1 4,0.9 125.9 300 11.3 53.0 30.7 110.0 ( m-1 /4' - ;;.a 535. ao:7 54.0 78.4 399 . 125.0 210.0 s „ 199 55. 03.0 114.1 171.5 (5) 49.4 45.4 300 30.2 153.7 - - 54.4 544 55 I t •-1/3' i 24 -1/2' 37' 53 -'1 /1 14.6 104 _ 0 53.3 75 9 _1 'R 1052 • 5 1 - 1 , 19 -1/3' II 24-1/2' 25+0 00.14 10.2 i 1250 2073 192,5 '4 -1 /S 53.3 533 ail i 8 32.71 , 10.73 '31.7 304 ,_ 53-110' . 0 50 (3) 45.3 i 91] 1 - - 31,3 439 5509 1 40.0 534. 2 E rSO f1EC5F. :10. SF 5.'010:3 P52 30,0 S ThS -530 ALIIMIN',Td S1 iG..E H WINDOW COMPARATIVE ANALYSIS DH4.PT 14 i 7I /Ili 1 .1 I ii, 1_ ANCHO05 AT 31048 Inc 13(1 e OR 1/4' TAPEV 49 DEPAII. ' 1 ' 371S 747100 S DRTAIIL '2' I it 1 i THESE AM:(412 - 13 ea. i571,4117 22 11 3 34 O 570103 '1!001 A tt1?3C7 55341W334 331715141013 50 QUffiBD - - F . 61.E K 57 P4 � . 1 • OAq. J013 ANVIISS 5034 13:10034 03.3411 AT LEFT TOR 0135.05)) 14400'115 GE0ARS 5410 CA,PAC1iY SEE ,13`1 4, .OR COMFONENT S:Z:S SEE SH t1 3. ( ft a�r1 ( NOTSS t. rrLIS 3P. fk TO 54121Y 323 792 14074 Mart +10^'.%04)5. Zee' 03 3£ ant 7101405 34,71034 tem. ASS 7041 11310 14353 55 339 2 01734 6•73E47105O552 5 547, 5 15305 9456 01 mar, 174037 9E 52731M150 2501301.7 10 5354102 =ADS TO TAE WIFIn;.s o. 3 ,4_54,,4373; 5313141.35 A 1131 - 00. 42.1050 0.4 540435 514 03741.0 5551303 1494,1. 371T 10 USE 50734071 SHAM 9E 4510)30 96.1 MESSING 35 9107. 1'196-,38 1 (9)1111 1 of a } z O C CO 50 730 239 WOad 3215 137C003 72 6' 73031 607.8323 29'03 MS. L!' 100 • Dair, 102 -30-`3 0152 [R . ans.- nlli EU2, SR SAS TNP. SAN 2s C42RT 0. 31201 3131078 7-21 07 222271.2 5313: 7-40 LAVA AT ISO a('_3 03 0:..14 2 102207 1A..H AT 0171 r I MOD 'uuu OT NOT TALl;,'S3U51 SUSTAIN LOADS 513 421POSE0 BY GLAZTNB SYSTEM AND 1RAYSFER Ha 10 THE BUILDING STRUCTURE. GL ZDIS METHOD: e(TER104 0,,22E0 WITH ROLL FORMED ALU31 M HG READ_ USE AO'1E1PJE BEDDING COMPOUND SCHTIEE 2ORFH225 a£5 OR EDUP(., COLOR TO 54'.0331 CIASS 21 ULTAL FINISH • aLL LOYIER ER ALOE 22ND VE,T CORNERS, AND HERBS OF D'SLLI1NO' SCBEISS AT SILL TO SE SE1 7131 41421!4102 COLORED 5E LAST. SCHNEE MAOREHEAD 5504 OR EDW. • PALS: ONE ii4" 33 3.34' ADHESIVE Ex-OSO CELL - "C‘A31 PAD AT EACH 2iD OF FIXED 240. 'IYP?CAL 4S(CHORS; 3`16' OR 1 141310.1 A) INTO 2 OY '21000 840 U 1 -3,28" W;1. P ENET3532102 P,0TO 21CARI ?) iHR' 1 BY 17000 DUCKS INTO MASONRY I-1/4' u:11. 2223ED INFO CONC. OR RA50NRY 1 37 OTT : 7.T 2.}03 BUM 1750 11 R 3.3 13102 14 TH -004 142 TH -513 i f ID x 3}4' 15 1• 17 1/53- 77, ?...1M a2 3215 MD. 014% 30 3:15- T_- 01,1..735 1. _0 0417 -8 PART 4 SIODIMERVISZI Di3t3t12 4f 2E-069 77 R3i1D• 23 T DIF - bC(/i7 122.5+ 2 45 SF3 A/ 3£85 AS SOC(L AS RICO. 2 a 0°.SCRi2(031 1P.A6 HEAD PRASE SHL SPARS IRIS :HIED PA, WIT MP 46113 Y£HT 8052(13 RAIL ■12300 :2.089 50AD 399 5'3141. I7 Y4 --513 2 .32 32 31.113 2741 ?LOCK 8 TACKLE ?.W2105 ?r.r.- x}8:'25•? .182 X _230 7111 023 (LCUE2E) 17101 !Alt H ANUS Ti8 35104134 C40-0205 03 2 OF 0.4 2211.38 32210. ,55221010 ROTORS PLATED ,CRS. 3 X 3 /4' - PLAID R01 0020223 GAD P421 =0 G13. 5 3 12 1" 4/ '0000 2SSZ32Y SCREWS CAD PLATED CRS. ,3303 11.M6 3177 37 701 3-,9030 0.4131 5455431, 11426223 1.3373 '9116' 0-2 1'4' 72!053 322 760'44340T297 77 4821;3?3 333.21 • RF6YAP,68 0083-15 6023 -75 6021 -T3 6033 -T Sari -T5 60031 -T, 3033 -15 FCU. FORUM AURA ?IC (SINGLE) Pit (53140.4. -'78•Y7MS AT VENT 1571 33135' 11213003 31122 01 rfP11:1 PrOalOtS t• ELVA TM SPA0111G , :• 1 - 1 1 ) - • • 01.04 M..1r0A1/ PA.0 EACH SUP 5.01 • 07.7721177 004.1.0772 AND PAta SZE 31. 2 0 1 1 1 1 1 1 1 TYPTCR- /WARS rtt 4-4/77 N. MAD Z.- SU. I EGRESS 7RAIIEN6 DETAIL FOR 1 SERIES-500 SINGLE ROM WINDOW 171753 07 01.117-001143 ar X 013-6/3* 1 07 171 747311.0 = 33-11e 17 48-7/10' 31 0? 2 11? 3.1021 Nee 015 7207 PT. WM EA.? SWITM —17000 7777311177177 717777777701 • 777/ 9733277 17347 4 1 3 7,4.177 77 D336131E111314 . REALPX1? 76-722 1003 & SILL 0033-45 11-25 rif-570 `17-0 77 '17 -23 7 174 17-3,ZA 9 114-434 10 VH-940 MESS CHAIR 001717021 0053-45 4 Zig 10170E SPACER 3.14. 410307 Ert...10E2 Sit M71 7700 10072 SUPPORT MEW 1.0% Et- Lag EMP. 077310E 11 IH-942 3 P03(7 7504 732 W(P-.0.100 5350IES STEES 7035=75 0073-15 .}10-24 5.410' MS PH SALTOPWE 17 X 77/2" 173173 PH E1:133 HAROVIE 77010 770007-4E WHO 11.1.4031. 72 72-1744 P725110 51E000 65170 1077017117.117 13 t0-171 06077 321/0 51i;3-13 14 00-531 7170) "* 37.172 *3--1774 • '?I77.1100 513" x . 155 15 "t7-1 g io x 5.14' SH.S PS H540.) 7772.77143377 357750, DESIGN LO. RATINC: Isis1ER3E5/44.10 r UT 0+) 1 RR. 0-) 4 I 37.0 ; 575 5 1 37,0 I 57,0 FOR DEB-AIEN, CUSS TYPIrAl. .42.4E-101Z3: A. b. 7270 2'" SY ST000 BUMS 3/18" 777.77. 7117002S MIR 1-3/9" 77100. EnEritTERATOR into 7D30 B. IF :470 1" 37 MAO BUMS OR 0070 MASONRY 3/13 DIA T3PE:0245 Vii5H 1-1/4 4571 FUSED 77770 7/4' 511770 IRS 1 MR 170517117 1413,401 MOILS AND WACISY ETE 1 SIZES "S at-21- FOR Dilt4F914011 917 EE SHEET S. • I _ ans 07777 437.7.15,1717 • 8/(e—e7217. OLoSS EXT. Sr? . 1 MT. 77-) 594 59,4 65.0 %MD BLUE 701 3": 10.0 63507777 5153071172777700 7.I1733 77377010010 SEE ELEV. FM • PA:0$11( MIMED . 371 4tr a"" " 1 A. T9Itki , 46$02t4M0 's [ L$0 19 .i. ,...„.....:_...:_.,...._ . crakaa' ni no, —' W36-38 (F. 4 ) .a • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26 Avenue Opa- Locka, Florida 33054 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: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003 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. MISSILE IMPACT RATING: Large and Smal) Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 m . H r q , c dr pelt i ibutors and shall be available for inspection at the job site at the request of the Building •.i This NOA consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar 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 2 0.02 01/ 2008 : 01/ 2003 Page 1 k— —FOR MAX ALLQWa LC PANEL LENGTNB EVERT. OR HOR12J V x0 a BOTTOM 7 z MOUNT v (CONN TYPE N AS REQDI , I v 1 4 MAX GAP TICnoN// ____l_ �OBSiM ®CART AY VAR ) j If - � I TOP MOUNT 3 (c..„ , rYPE - AS RECD) ■ O 34 Si PANEL BELOW OBSTRL)CTION '4OOUC7 MARKING (LOCATION OPTIONAL) I F- I ROLL I 1.181'-' - e ArK l • - { I 12 r a -20 x 3 !•' 5.5. STUD 1 � 0E -{ 1315' 1 fGALVAN © 1315' ED 14.438' PANEL LENGTH O 5TOR i PANEL T MIN 0 Q L 0.150' _1 1 0.125' IS00. TYP. -I MAX --I 1312' I - 1.181' -I L1.181 12500' PANEL COVERAGE GENERAL NOTES: 0.125' r TYP- I f 100' MIN. 5.000' MAX O STUDDED ANGLE 0 13UILDOUT /CLOSURE ANGLE I. T1-115 SHUTTER SYSTEM HAS BEEN DESIC-NED AND TESTED A5 A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING- CODE 2001 AND PROTOCOLS TA5 201 FOR LARGE MISSILE IMPACT. TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR CYCLIC WIND LOADING. 2. NO 333% INCREASE IN ALLOWABLE STRESS 1-145 BEEN USED IN THE DESIGN OF THE ANCHOR SPACING- TABLES. 4. THE SHUTTER SYSTEM DETAILED "ERIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEvIATE FROM THE CONDITION5 DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED ARCHITECT 5HALL PREPARE SITE SPECIFIC DOCUMENTS TO 'E USED IN CONJUNCTION WITH THIS DOCUMENT. 3. POSITIvE AND NEGATIVE'DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. WHEN ASCE 1 -98 15 USED TO CALCULATE PRESSURES FOR USE UrrI -1 THIS PRODUCT. THE USE OF A DIRECTIONALITY FACTOR K. c1.0.85 15 ALLOWED. 5. PERMIT HOLDER SHALL VERIFY THE ADE6JACY OF THE EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL BE 22ga STEEL (GALVANIZED TI- ICKNESS t =0.029' MIN) CONFORMING TO ASTM A6S3, STRUCTURAL QUALITY, GRADE 80, G90 GALV. COATING WITH A MIN. Fu =920 K5I. ALL EXTRUSIONS SHALL BE 6063 -T6 LUMINUM ALLOY. UN.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM Or ONE MARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA- LOCKS. FLORIDA MIA^1i -DAD= COUNTY PROD. CONTROL AI- 'r'rOVED S. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRJCTION TESTING CORPORATION (CTC), OF MIAMI, FL. TEST REPORT Na. 02 -041. i0. TOP 1 BOTTOM DETAILS SHO1N MAY BE INTERCHANGED AS FIELD CONDITIONS 'DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR mOuNTINC- CONDITtONS INCLUDING 'N' OR 'U' HEADERS. 11. ALL BOLTS 1 WASHERS SHALL SE ZINC COATED. _ -& vANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K51. PRODUCT MARKING (LOCATION OPTIONAL) 'a' ROLL BACK 13i2 1 1 18ga TYP (t = 00516' GALv STEEL, GRADE 50) 1.0' MIN. 5 .000' MAX. O J -PAN CLOSURE 1.0' 1-2043' 1 sls 0.09 0.015 0063' -- !} m e ! 0.015' In R1 e _ 7 0063 063' i- 1.931' -i 13 TOP 'H' TRACK 1 4-20 5.5. SIDEWALK OR MACHINE BOLT 4 =SHEERED WINGNUT 24' O.C. TYP. 18 GA. GALV. STEEL BENT PLATE (00418' BM. THK-) OR 2'.c2'x.I25' 6063 -Tb ALUM. ANGLE ExISTING CONCR HOLLOW BLOCK OR WOOD FRAMING- BUILD DISTANCE I- HEADER O --- 2.061 -- -- 1.935' -- 0350 0. 350 r0.�i0 t H T 0.08,5.-111 0.08,5.-111 0250' OFi65 O WASHERED WINGNUT l0 (ZAMAC 3 ALLOY) } { j �� ti 0.093' 0.093' 14 BOTTOM 'H' TRACK O CORNER CLOSURE DETAIL 0.063' OVERLAP WALL BEYOND WINDOW DISTANCE GRATER THAN OR EQUAL TO IS TIMES BUILD -OUT DISTANCE (2001 FBC SECT. 2413.13) ALUM. ANGLE ® OR J - PAN CLOSURE PIECE pg (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED FASTENER 15' O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO blps( (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN 8 ips(, USE ALUM) ANGLE CLOSURE PIECE ONLY WITH ANCHORS • 10' O.G. O 5UILD -GUT MOUNT CLOSURE DETAIL NTS. 0 'U' H F- T 3315' MAX. - 03151.1 ‘..'..315' 0189' 0030' C TYP 0320' -I 0410 . � O BUILD -OAT 'F' TRACK ( KEYHOLE WASHER GAL V. STEEL GRADE S0 (USE 15 OPTIONAL. REQUIRED ONLY FOR USE WIN TRUSS MEAD AN )ORS . CALK -N) IS TOP 'U' TRACK 025• r MAX. 025 I- MAY( EXIST. CONC. HOLLOW BLOCK OR WOOD FRAMIN E�15TING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING ' Q WALL MOUNT CLOSURE DETAIL N.T.S. 0.650' 0.150' 0.125' 0388' 0.191' 4000' 1.00' 1 - 0.125' L� ® 'F' TRACK TYP. � I 0.063' TYP 1 HEADER END CAP 1.150' DEEP TYPICAL L931' 0.63' ' 0.063' f_ 0.093• -- 0. 0215' 0.0.452' j 1 ` I `- 0.655' 5313' 0.093' I6 BOTTOM 'U' TRACK ALUM. ANGLE ® OR J -PAN CLOSURE PIECE ® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED. 0.500' OVERLAP MINIMUM f In FASTENER • 15' O.C. FOR DESIGN LOADS LE55 THAN OR EQUAL TO Elpst (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN Sips USE ALUM ANGLE CLCSURE PIECE ONLY WITH ANCHORS c IC' O.G. -EMBED TRAP MOUNT CLOSURE DETAIL N OPTIONAL . -20 STITCH W BOLT5 WITH WINGNUT5 FASTENED • OVERLAPS • MID5P4N (USE APPROPRIATE ''� SPAN TABLE) PLAN' EUJ RD 3I2 • RfEQD 110111111111111 111 \ � RO.150' IL . ' BOTTOM TYPE AS G\ TYPICAL MOUNT ELEVATION N.T.S. TOP MO-NT (CONI TYPE AS 2°OD) LAST PANEL TYPICAL PANEL ABOVE BED PANEL OBSTRUCTION OBSTRUCTION, OVERLAP 0 0 WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (CCNN TYPE AS REOD) Boron MOUNT (IOTA) / / L . \- TYP PANEL OVRLAP T7PE AS RE 0•1")--' L E OPTIONAL " - 20 STITCH BOLTS WITH WASHE�O TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION O NTS. 025' MAX E XI5T lNC: CONCRETE. HOLLOW BLOCK OR ILK70� FRAMING TYP. SECTIONS MAT OE AT TOP . Esoncrl, 0315' MIN. EDGE DIST. ■ 0 m 0 WNGNUTS FASTENED o OVERLAPS c MIDSPAN (USE APPROPRIATE SPAN TABLE) Approved as complying with the Florida Bo' • $ C C Date 0 I 0 03 N oA Miami Bade Product Control Divisio Ey FRANK L. BET•MARDO, PE. QE00 E L O ° Uz Z • w W Z w Z In O rill Z w ((I z W J u u i REVISIONS DESCRIPTION OQIITT Co DATE V))03 SCALE: 3' _ • DRAWN 5Y: CL FLE ^'RINT ATE- 1111610/ DUY_- •: 02 -866 - III S�!EET: OF 4 Positive Load (psi Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' o 1 1 I 1 1 1 1 1 1 1 1 1 bbb F. F. F. iob ;r "v "v 6' - 0" 2.75" 122" 30 8' - 8" 2.75" 1.94" 10' - 5" 3.00" 3.00" 6' - 0" 2.75" 125" 35 8' - 8" 2.75" 2.10" 10' - 0" 3.00" 3.00" b to 6 io to in 2.75" 1.29" 40 2.75" 2.26" 6'- 9" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 9' - 4" 2.92" 2.92" 50 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 60 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 Load W ( No Stitch Bolts I-max (ft) Stitch Bolts At Midspan LM,ix (ft) o 1 1 I 1 1 1 1 1 1 1 1 1 bbb F. F. F. iob ;r "v "v 10' - 7" 10' - 5" 10' -0" 9' - 9" 9' - 8" 9' - 5" 9' - 3" 9' - 2" 8'- 11" 8' - 10" 8' - 9" 8' - 3" 7' - 8" 7'- 6" 7' -2" 6'- 9" 6' - 0" 5' - 4" 4' - 10" 4' - 6" 4' - 1" W Q O a U OL ZZ Z � 111 yr mZ H - J V J Z Q uU U Z S) W - W c W Z > C1 WZ < � c\Iv Q U U Q) 0 co V J Z CDLU Y I • ( (- W 4) •Q: O LL RE VISIONS DESCRI =TION DATE CaNTY CO'riENT= U3 SCALE: 3' • DRAWN BY: CL . PRI V N � � AI E: 11/ 6 /02 DUG •: 02 - 868 -111 J 0 tu EXISTING GLAZING EXISTING CONCRTE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE T3 BASED ON TYPE OF STRUCTURE) EMBED REQ'D SEPARATION FROM GLASS (REF. TABLE 72) q4 TEK SCREW OR IA-20 MACHINE SCIW 4 NUT • 16' O.C. ( ALL 5111. CONtECTIONS EDGE 5157. EXISTING GLAZNNL, EXISTING: CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. EASED ON TYRE OF STRUCTURE REQ'D SEPARATION FROM GLASS (REF. TABLE T2) CONNECTION TYPE ANCHORS TC BE AT 125' OR 625 OTC. (REFERENCE ANCHOR SCHEDULE 73 FOR MAX SPACING). USE REMOVABLE ANCHORS ONLY O BUILD - OUT MOUNT SECTION N.T.S. • NTS. 03 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING SHORT LEG MAY BE REVERSED TOWARDS THE OPENING 0500' EO ' EO 1 11 0500 1/4 -70 X 3 5.5. O CONNECTION TYPE MAO" NE 5CRW I ANCHOR SCHEDULE' T3 FOR MAX SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. 5EE ANCI-IOR SCHED. BASED C1-1 C TYPE OF STRUCTURE. TRACK/DIRECT MOUNT SECTION 025' '. -20 x 3 '.' 5.5. MACHINE SCREWS F 12.5' G.C. C CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 73 FOR ML.x SPACING C7 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING stub ANGLE DIRECTION MAT BE RErERSED. A5 514044.4 tr2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING OPTIONAL E3UILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED.BASED ON TYPE OF STRUCTURE EXISTING GLAZING O WALL MOUNT SECTION N.T.E. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. EMBED REQ'D SEPARATION FROM CLASS 1-- (REF. TABLE T2) l QAX ' -20 x 3 e' MACHINE SCREWS s 175' O.C. I LEG DIRE MAY BE RE vE RSED 025' MAX. O CEILINC-/FLOOR MOUNT SECTION N.5 EXISTING CONCI HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5C-IED. BASED ON TYPE OF STRUCTURE. C3 CONNECTION TYPE R ANCHOR SCHEDULE 13 FOR MAX. SPACING t 0500' ' 1 0150' '4 -20 X 3 4' 55 MALI -INE SCREW W1 WINGNUT *125' OC. CGTINECTION TYPE REFERENCE ANC: - 1JR SCHEDt .E 13 FOR MAX SPACING CCNoIECTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MAX SPACING CCNN =Cif REFE ANCHOR SCHEDULE T3 FOR MAX SPACING MAXIMUM ALLOWABLE SEAN SCHEDULE NOTES: 1. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAxIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLEE, OTHERWISE USE NEXT HIGHER LOAD. rEXISTINK: WOOD TRUSSES 0 24' 0L. MAX. EXISTING GLAZING REQ'D SEPARATION FROM C -LASS (REF. TABLE 72) O TRUSS MOUNT SECTION K N.TS. =EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING-. SEE ANCHOR SCHED. BASED CN TYPE 0= STRUCTURE. 1 EXISTING GLAZING OFFSET WALL MOUNT SECTION L N.t.S MINIMUM SEPARATION TABLE T2 NOTES: I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETER'1INE MINIMUM ALLOWABLE 5TOR1 PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE 15 REQUIRED FOR U5E WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS CI -IORDS W/ (3) kt'x2' EMBED LAG SCREWS o EACH TRUSS (24• 0C. MAX) 4'x' 415 MN STEEL TUB_ U HEADER TO ROLLED STEEL TUSE W/ CENTER LAG (A5 DESCRIBED .(50VE) a TRJ55E5 t 14 5l'.5 TO PLATE e 6' O.C. BETWEEN TRUSSES Lenox = 8' -O' (MAX SPAN) MAX DESIGN LOAD ' !60 psi EMBED ALUM OR GALV STEEL SPACER, AS REQ'D. EXTERIOR WALL FIN15.- PROTRUDING FROM MOUNTING SURFACE CI CONNECTION TYPE ANCHOR TO SE AT 125' OR 625 O.C. (REFE ANCHOR SCHEDULE T3 FOR MAX. SFACINC:). USE REMOVABLE ANCHORS ONLY Si -iEET: 2 OF 4 • EXISTING CONCFC I t. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRJCTUR.� EXISTING GLAZING PENETRATION OR EMBED. 0 di w0 1- �IVVaI„aa�J� Ex,sT,Nc. DIST. (SEE TABLE T2 FOR MINIMUM) REQ'D GLASS SEP. GLAZING O WALL MOUNT SECTION WALL NOWT TRACK$. N.TS. EXISTING COTE. HOLLOW BLOCK OR WOOD FRAMING-_ SEE ANCI4OR SCHED. BASED ON TYPE OF STRUCTUR 1365' Q D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) 1365' 1,365' CS CONN TYPE REF. ANCHOR $cWED. T4 FOR FLAX. SPACING Cl CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX. SPACING O HEADER/SILL MOUNT SECTION C TRAP P10,34T TRACKS Q: A.^!G -LE, N.7.5. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. c5 cONNECTION TYP REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING 0500' 0500' 0 C6 CONNECTION TYPE R ANCHOR SCHEDULE T4 FOR MAX. SPACING. LEG MAY BE BENT TO 30de9 MAX MAY BE SENT TO 30oec 1AX EXISTING GLAZING OF T IONAL INTERIOR MOUNT INSTALLATION DETAILS EXISTING CONCRETE. HOLLOW 9LOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTUR tQD GLASS -SEP. DIST. (SEE TABLE T2 FOR MINIMLA1) O CEILING/FLOOR MOUNT SECTION TRAP NOtI.R TRACKS. N.T.5. PENETRATION OR EMBED. • 0 m w 0 FEQ'D GLASS SEP. DIST. Ex15TING (SEE TABLE T2 GLAZING FOR MINIMUM) 1 I EXISTING CONCI TE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE DIRECT WALL MOUNT SECTION EOTTOH DIRECT WALL MC.NT (REF. DETAIL '5' J. N 1 5 Cl CONNECTION TI R= FERENCE ANCHOR SCHEDULE T4 FOR MAX.. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. 41% !■AN11N`1111111ii P Ii 0 •111X3'.1s.),l) 1l7 VNMI11 •,,• O EMBED. C5 CONNECTION TYP= REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING 1 0500' Cl CONNECTION TYPE REFE ANCHOR SCHEDULE 14 FOR MAX, SPACING 1.00' MAX f1. <1 N S X 0 a Q r O 0J T x W J X I E OPTION A: (3) ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL FASTEN EACH PANEL ADJACENT TO LAST PANEL a BOTTOM W) (2) ELCO PANELMATES 4 (1) POWERS CALK -IN. ALTERNATIVELY. USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FI1 OVER INNER1105T ANCHORS. 0.1815' ChM' OPTIONAL PLASTIC KNOB nae IPE O.? .Flu ..510E Loon ..NE1.9, O HEADER TRACK 150t"ETRIC Q TOP TRACK N.T.5. CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK (I) HEADER END CAP c END W/ (2) 94 5115 TO TRACK ADJACENT PANEL TYP 125 COVERAGE I TOP 'H' -TRACK OR 0000 TOP 'U - TRACK (FASTEN TO STRUCTURE PER SECT IONS TO LEFT) OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON - STRUCTURAL, SEE ' DETAIL TO LEFT) 1'x0.30' PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNO85 'H'- HEADER c TOP. PER DETAIL 'P' r 6' MAX TYPICAL MAX TYPICAL OPT_ A: 2'x2' MAX NOTCH IN LAST PANEL AROUND WINGNUT c DIRECT WALL MOUNT EXTERIOR ELEVATION 80TTOF1 DIR=_CT WALL r WT ((F DETAIL 'P'1. 1: R SILL TRACK ISOMETRIC BOTTC1 TRACK. N.T.S. LAST PANEL MOUNTED FROM INSIDE OF BLDG TYPICAL ADJACENT OVERLAP PANEL (2) 1 44 -20 5.5. STITCH BOLTS i W/ WINGNUTS EACH SIDE OF L PANEL OPT. 6: (1: POWERS CALK - IN, CLOSEST TO LAST PANEL (NO NOTCH REO'D) (1) I'x2'x0.092'xP4 ' ANGLE B END W/ (2) 94 515 TO TRACK. BOTTOM 'I-I' TRACK OR BOTTOM L' TRACK (FASTEN TO STRUCTURE PER DETAILS M. N IO TO LEFT) Approved as co: piyiaa Kith t:2 OPTION S: (2) 1 � <' ELCO PANELMATES AT BOTTOM OF ADJACENT PANELS Q a o w ZZ ZW W , rYl Zz v Z� Q Z � o U Z 1t! VJ D Lf Z Z > d: lL n/ Florida B' in C e c LL c Date 1 2/2003 NOAIf n 11 ?0• n7 1 U Miami Dick product CC // 0 Division I ( cam ff /"t•�0 ` �`� z — 1 RV DESCRIPTION C REVISIONS CCMIENT9 W W z Z 111 10 LL 3 DATE In(e3 SCALE: . '• (UN . DRAWN C.FJtGIG�D cT : FL t IJA i c 11 /18/0 DW •: 02- E6E -IN 51 -IEET: 3 OF 4 o 8 Uz Z • w CD el W W _ N Q Z Q- Q E J 0 11 1— Cn o 2 W N (W V 1— HOLLOW CONC BLOCK 1/4" x 1 - 1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 39 45 55 65 39 45 55 65 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.2" 7.5" 5.2" 3.4" :;; ; ,~ ° c %% j '- 15.5" 13.4" 11.0" 9.7" 9.7" 1 HOLLOW.CONC B • 114 "x718" EMBED 4.5" 39 16.0" 16.0" 12.4" 16.0" ALL - POINTS SOLID -SET 10.4" 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap (Ib) = 358 Tcap (Ib) = 358 65 10.5" 16.0" 4.4" 15.9" Vcap (Ib) = 249 72 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 -1/4" EMBED 11.2" 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 6.9" 45 16.0" 16.0" 4.8" 12.6" 5.6" * 55 10.3" 16.0" 3.2" 10.3" Tcap (Ib) = 204.75 3.2" 65 6.0" 137 j! 9.1" Vcap (Ib) = 233.50 72 4.7" 12.4" %' 9.1" HOLLOW CONC BLOCK 1/4" x 1 - 1/4" EMBED ELCO TAPCON Tcap (Ib) = 174.00 39 45 55 65 12.6" 10.9" 8.9" 7.5" 8.2' 7.1" 5.8" 4.9" 8.0" 6.9" 5.7" 5.0" 5.2" 4.5" 3.7" 3.3" Vcap (Ib) = 318.00 72 6.8" 4.5" 5.0" 3.3" 114 "x7/8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL- POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 - 1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (Ib) = 201.50 65 6.7" 4.8" 4.4" . 3.2" Vcap (Ib) = 198.50 72 _ 6.1" 4.3" 4.4" 3.2" HOLLOW CONC BLOCK 1 /4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 2.0" EDGE DISTANCE 2.5" EDGE DIST. 2.5" EDGE DISTANCE i ona's '1SIX3 ANCHOR • LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE SPANS UP TO 8.67 ft CONN TYPE SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft SPANS UP TO 10.67 ft o cr ANCHOR 1/4" x 1 - 3/4" EMBED . LOAD CONN TYPE 16.0" CONN TYPE 16.0" CONN TYPE 45 w N 16.0" 11.4" (psf) C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 Tcap (lb) = 483.00 1/4" x 1 -3/4" EMBED 14.2" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" 6.0" ELCO TAPCON 1/4 "x7/8" EMBED 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" 16.0" (MIN 3320 PSI CONC) 10.1" 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" Tcap (Ib) = 428 Tcap (lb) = 483.00 12.6" 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 5.3" Vcap (Ib) = 475.00 1/4" x 2" EMBED 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" ILI 1/4 "x7/8" EMBED 8.8" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" w ALL- POINTS SOLID -SET 11.0" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" L; LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" Z Tcap (Ib) = 428 4.9" 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" c Vcap (Ib) = 429 15.4" 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 9.1" 1/4" x 2" EMBED 4.7" 39 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" 6.25" ELCO PANELMATE 3.4" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" 130 (MIN 3350 PSI CONC) * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" 9.1" Tcap (Ib) = 372.00 4.7" 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 10.3" 3.8" 5.0" Vcap (lb) = 565.00 10.3" 130 12.5" 16.0" 6.2" 9.6"' 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 62' 9.6" HOLLOW CONC BLOCK 1 /4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 2.0" EDGE DISTANCE 2.5" EDGE DIST. ANCHOR i ona's '1SIX3 ANCHOR • LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE SPANS UP TO 8.67 ft CONN TYPE C5 C6 C5 C6 CONCRETE 1/4" x 1 - 3/4" EMBED . 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (lb) = 483.00 65 14.2" 16.0" 6.0" 16.0" Vcap (lb) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 65 12.6" 16.0" 5.3" 16.0" Vcap (Ib) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Tcap (Ib) = 372.00 65 11.0" 16.0" 4.6" 16.0" " Vcap (lb) = 565.00. 72 _ 8.5" 16.0" 4.6" 16.0" HOLLOW CONC BLOCK 1 /4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 2.0" EDGE DISTANCE l EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE C7 C8 SPANS UP TO' 8.67 ft CONN TYPE C7 C8 IC CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL - POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (Ib) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (Ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 8.7' 7.3" 5.2" Tcap (Ib) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 8.8" 6.3" 6.4" 4.6" HOLLOW CONC BLOCK 1 /4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 16.0" 16.0" 16.0" 13.2" 9.7" 16.0" 12.7" 8.7" 5.9" 3.6" 15.8" 12.5" 10.5" 8.3" 6.0" 12.5" 6.25" 6.25" 6.25" 6.25" 15.5" 12.3" 10.4" 9.7" 9.7" 7.8" 5.2" 4.0" 3.6" 3.6" 9.9" 7.7" 6.5" 6.0" 6.0" 12.5" 6.25" 6.25" 6.25" 6.25" 12.6" 10.0" 9.7" 9.7" 9.7" 5.4" 3.8" 3.6" 3.6" 3.6" 7.9" 6.2" 6.0" 6.0" 6.0" 1/4 "x7/8" EMBED 16.0" 12.8" 4.8" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3" ALL - POINTS SOLID -SET 6.3" 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.6" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" • 5.9" 6.4" Tcap (Ib) = 358 16.0" 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" Vcap (Ib) = 249 16.0" 8.3" 4.8" 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 - 1/4" EMBED 4.1" 39 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" ELCO PANELMATE 49 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" 12.5" * 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" Tcap (lb) = 204.75 13.1" 5.5" 6.4" 72 6.25" 12.4" 5.5" 6.5" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcap (Ib) = 233.50 3.8" 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" FRANK L. BENNARDO PE. 'PE0046549 03 0 U W W Z z W m J 3 3 1) W WZ N 0 <f n t ~ ( W cv W cv I- j) REVISIONS DESCRIPTION! DATE CGW:> ca { I wro: SCALE: NT5 • DRAWN BY: CL p r P Prt1Ni DA1=: IV /02 DU) ': 02- 868 -111 ',ANC -4OR SPACING SCHEDULE ANCHOR NOTES: I. 5FAN5 AND LOADS SON WERE ARE FOR DETERMINING ANC: -IOR SPACING ONLY. ALLOWABLE STORM PANE. SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAx ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR 5CI -EDULE EASED ON THE EX!ST!NG STRUCTUr MATERIAL ( ANCHOR TYPE. SELECT DESIGN _DAD GREATER THAN CR EQUAL TO NEGATIVE DESIG -N LOAD ON 51-UTTER AND SELECT SPAN GREATER THAN OR = C.:UAL TO Si-UTTER SPAN. 3. SELECT CONNECTION TYPE EASED ON APPROPRIATE MOUNTING CONDIT!ON (SEE MOUNTING DETAILS ON 5.4EETS 2 ( 3 FOR IDENTFICATION OF CONNECTION TYPE). 4 . ANCHORS 5 5E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' F COI 5. W+-E - EXISTING STRJCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT =.STENERS A INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TG PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE T 4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 O 1/4" x 2" THREAD PENETR. LAG SCREW 39 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.2" 11.7" 10.3" 10.3" 6. WHERE LAG SCREWS FAST5N TO NARROW FACE OF STUD FRAMING-. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL :' k E' (MIN.) WOOD STUD (1' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING-). WOOD STUD SHALL 5E 'SOUTHERN PINE' Ge055 OR GREATER DENSITY. LAG SCREW SHALL H.^.VE PHILLIPS PAN HEAD OR HEX HEAD. DESIGNATES REI'1OVA.EELE ANCI -ICR5, WI- AR= REQUIRED FOR DIRECT riCUNT INSTALLATIONS. 8. I'1AC: -TINE SCREWS 51 -:ALL '4AVE MINIMUM OF '' ' ENGAGEMENT OF THREAD5 IN E.6.5E ANCHOR AND MAY NAVE EITHER A PAN HEAD, TRUSS NERD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AN: EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. Ml DESIGNATES ANCwOR CONDIT :ON5 UI"11CH ARE NOT ACCEPTABLE FOR USE. @ ANC4 -IOR SPACING SCI- IEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 * 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5:3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 3.9" 4.2" 3.4" 3.4" 3.0" 3.0" 8.2" 7.1" 5.8" 5.1" _ 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approved so;cpi,•i: w ith its Florida B+e 23 1-E1c Date NORM Miami Dade Prods* Co:.tici DMA By SHEET: 4 OF 4 EMAIL: FRANK6FLBEN6INEERING.COM (561) 391-2888 FAX:(561) 391-2862 0.75" EDGE DISTANCE D 1/4" x 2" THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" PENETR. LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1" 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" --; - -; Tcap (Ib) = 359.53 72 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" / 12.5" 16.0" 6.0" Vcap (Ib) = 82.97 130 12.5" 16.0" 6.0" INgis 12.5" 16.0" 6.0" ; °% 12.5" 16.0" 6.0" #14 x 1 -1/2" THREAD 39 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 625" 10.7" 4.1" 3.1" 58 12.5" 16.0" 9.3" 5.1" 6.25" 11.2" 4.3" 3.2" 6.25" 10.4" 3.9" Tcap (lb) = 234.00 Vcap (Ib) =96.74 72 130 12.5" 6.25" 14.2" 10.4" 6.3" 4.1" 3.9" 6.25" 6.25" 10.4" 3.9" IN 10.4" 3.9" 6.25" 6.25" 10.4" 10.4" 3.9" 3.9" 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" ,4.0" 5.2" 1/4 -20 SCREW * 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" Tcap (lb) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Vcap (Ib) = 232.50 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" FRANK L. BENNARDO PE. 'PE0046549 03 0 U W W Z z W m J 3 3 1) W WZ N 0 <f n t ~ ( W cv W cv I- j) REVISIONS DESCRIPTION! DATE CGW:> ca { I wro: SCALE: NT5 • DRAWN BY: CL p r P Prt1Ni DA1=: IV /02 DU) ': 02- 868 -111 ',ANC -4OR SPACING SCHEDULE ANCHOR NOTES: I. 5FAN5 AND LOADS SON WERE ARE FOR DETERMINING ANC: -IOR SPACING ONLY. ALLOWABLE STORM PANE. SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAx ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR 5CI -EDULE EASED ON THE EX!ST!NG STRUCTUr MATERIAL ( ANCHOR TYPE. SELECT DESIGN _DAD GREATER THAN CR EQUAL TO NEGATIVE DESIG -N LOAD ON 51-UTTER AND SELECT SPAN GREATER THAN OR = C.:UAL TO Si-UTTER SPAN. 3. SELECT CONNECTION TYPE EASED ON APPROPRIATE MOUNTING CONDIT!ON (SEE MOUNTING DETAILS ON 5.4EETS 2 ( 3 FOR IDENTFICATION OF CONNECTION TYPE). 4 . ANCHORS 5 5E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' F COI 5. W+-E - EXISTING STRJCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT =.STENERS A INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TG PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE T 4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 O 1/4" x 2" THREAD PENETR. LAG SCREW 39 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.2" 11.7" 10.3" 10.3" 6. WHERE LAG SCREWS FAST5N TO NARROW FACE OF STUD FRAMING-. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL :' k E' (MIN.) WOOD STUD (1' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING-). WOOD STUD SHALL 5E 'SOUTHERN PINE' Ge055 OR GREATER DENSITY. LAG SCREW SHALL H.^.VE PHILLIPS PAN HEAD OR HEX HEAD. DESIGNATES REI'1OVA.EELE ANCI -ICR5, WI- AR= REQUIRED FOR DIRECT riCUNT INSTALLATIONS. 8. I'1AC: -TINE SCREWS 51 -:ALL '4AVE MINIMUM OF '' ' ENGAGEMENT OF THREAD5 IN E.6.5E ANCHOR AND MAY NAVE EITHER A PAN HEAD, TRUSS NERD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AN: EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. Ml DESIGNATES ANCwOR CONDIT :ON5 UI"11CH ARE NOT ACCEPTABLE FOR USE. @ ANC4 -IOR SPACING SCI- IEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 * 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5:3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 3.9" 4.2" 3.4" 3.4" 3.0" 3.0" 8.2" 7.1" 5.8" 5.1" _ 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approved so;cpi,•i: w ith its Florida B+e 23 1-E1c Date NORM Miami Dade Prods* Co:.tici DMA By SHEET: 4 OF 4 EMAIL: FRANK6FLBEN6INEERING.COM (561) 391-2888 FAX:(561) 391-2862 Registered Architect and /or Engineer Name and address of licensed contactor Cr 1 rr ;" peared Permit No. Disapproved (Signed) c.c_5)' MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing 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 budding during progress of the work. Owner's Name and Address ! - ' m ^ S ° �Ia c ' — No l it Street_ "` `" - u "` Location and legal description of lot to be built on: Lot Block Subdivision ....._�..._ Street and Number where work is to be done 2 1 =„ . 2 State work to be done and purpose of building (by floors) ssx -Y'' T'- ��-'. :'.? �:...:� _ -••- n .rr, r i s •t.,T vr X}. ' '';; A � o ,5 : ; .-72 L7. 1. �. �< �:: _ . �(]rt TT S ['s!: uC Ulll: c7-..�. char w and for no other purpose. Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida New Building Remodeling a? " " :'.Xid 7 aeddition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $.. Amount of Permit $L.. a 3■.+ 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 the plans and specifications for said building All notices with reference to the building and its construction may v in _ -. , '; ?.C.C?` _ . �g • A _-COP, .,, ,. �t. a4'1 d . ,. 33023 be sent to... _ _w7� - -� -� � ..• . Z ,. ..... 1 t Building Inspgtor My Commission Expires The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations 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 thereof, and will require similar compliance fro) all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted fpc nspection the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such s actor , on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) . STATE OF FLORIDA, COUNTY OF DADE. SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- 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. � � 4 LANNING BOARD DATE Chairman Member Member Member Member Member ...._ w_._ - -_ -- Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re fee of $1.00 will be charged when curb re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Owner's Name and Address..._ ._.& MI'S. M a H SegflitZ Name and address of licensed contractor STATE OF FLORIDA, COUNTY OF DADE. ss MIAMI SHORES TILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR 1 UILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing 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. Date .y _ ..___.--- _...._..__ _ , 19. ?2 No 218 Street_N•E. 98th. St. Registered Architect and /or Engineer Calumet V indows Inc., 1002 ?:. 24th. St., Hialeah, Fla. 33013 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 248 N.E. 98th. Street jami Shores Florida State work to be done and purpose of building (by floors ).... ,eIDQ3I0..3..exi,5 r f',..glaSrg:d. ausie windows and install 3 aluminum awning type windows. No structural changes. and for no other purpose. New Building Remodeling._ _ 'Windows Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 312.E1? Amount of Permit $_ •QC 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 the plans and specifications for said building. All notices with reference to the building and its construction may be sent to .... Cal -Me dA f s.._ Inc:_, The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled Gen al Laws of Florida, Pennanent Sup plement and has complied with the provisions thereof, and will require similar compliance fro all co tractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted /'.r inspe on on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only suc on actors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Sign Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 s ted are true. Permit No._______ _ Date._ Read, Sworn to and Subscribed before me. Disapproved `: _ l Date__ ( Signed) Building Inspector)! My Commission Expires Notary Public, State of Florida PL /CIy; ING BOARD DATE Chainnan Member Member Member Member - Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date .3/214 C Job Address 2 Il,` ;i Tax Folio Legal Descriptiond ?'' 7 d9t' -4 3 ` ,% /4Y'f . /' %.4%.,: 5 /Historically Designated: Yes No Owner/Lessee / Tenant 4" Master Permit # Owner's Address .Z (PI //, .: ?? S.. A (5 Contracting Co. / d i:' �= pE 4 "V Address 2,:*.) :3 3 7 ,4"f' °> f! '11 ; F Qualifier /' c - State # lee Municipal # Competency # Ins. Co. ; /r/v /(f= S Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one):\ BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION w f d G .a- = , i'ee- ,. ea APPROVED: Zoning Mechanical ignature of owner and/or C esident Notary as to Owner and/or Condo President's Date My Convnissioh Expires. (O p s FEES: PERMIT 1 11/4 7 RADON Date SS# Phone zf/ .;i //' Building *q$ Phone /.17° % Square Ft. ) 3 (O l a A-1 PA 4) =/ /0 !, x� ''/ �, Estimated Cost (value) 5p 70 • 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 all 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 construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. s 1 gnature of Cntractor or Odvner -Bui Notary as to Contractor or Owner Builder My Cofflnl ssiop xp Electrical . 6. 7/ Date C.C.F. NOTARY / TOTAL DUE - ! ` 1 5 Plumbing Engineering t 1. gal description of property and street address* e . e 14i i Ad do-fri It /0 el tt� ,)-6/ 1' /0 E 9r Si - /am, Ji 2. Description of improvement: as provided by Sectionn F1ori Statutes. Name and address* (7 /Q$ /1 /� Print No My Com Ne, 1f 5 j?Zaf,' Shmo 3 3i3GP Signature of Owner Print Owner's Name Sworn to and subscribed before me this 8 STATE OF FLORIDA, COUNTY OF DADE 0 ffEfE3V CEZYI2V Mat this is a Gruc ca y of tho or!ginalfiled in Ghis offico on 1 day of P — W4NESS my h -;nd ondf pffic 1 Soul. B '�A V Y RUVII ti�l� •fCI if anti County Courts D.C. Notary Public trti(jgHlp OFFICIAL NOTAR 77 i OMMISSION NUMBER 12101.112 7� -PPG fair FS Q Qd MY COMMISSION Elf?. OF ,,2, 1423 day of/40(19_ NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. ll - 32o6 - 0/3 - 9/80 STATE OF FLORIDA COUNTY OF DADE 9'6 3 1 108 1996 MAR 28 09 :27 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. /?2? 7% ' 62e 4, 13/3/ &i4 - 6a 6 e' 3 - 1,) "5,11 ( . Owner(s) name and address: / 1f. e H. 72e/iv /YE Sir sr ilila fAnk, &3 �3 Interest in property* Name and address of fee simple titleholder: 4. Contractor's name and address* 6 Lee O Mr-r 7, fed / 3 '-1)4 5. Surety: (Payment bond required by owner from contractor, if any) Name and address* Amount of bond* $ 6. Lender's name and address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as pro- vided in Section 713.13(1)( Florida Statutes. Name and address: 4 S/ L' /orey 7 2D 3 /33 Derr' 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date in specified) Prepared by: _ l%J /7 • Address• r 2 VF / /E 9cP 57 i f / / 3,3/Q' 03- 30--1995 12 :13PM FROM ADD I SON CORP METRo-DADE RODUCT ONTROL NOTICE QF ACCEPTANCE Andersen Corporation 100 Fourth Avenue Bayport, MN 55003 -1096 Your application for Product Approval or Series FWG 6068 • Horizontal Sliding Wood Patio Door (XO) (Standard) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: applicant, Andersen Corporation along with Architectural Testing Inc. test report No. AT1- 144$5 -N dated; September 15, 1994 signed and sealed by Allen N. Reeves, P. a has been recommended for acceptance by the Building Code Compliance office to be used In Dade County, Florida under the Specific Conditions set forth on pages 2 et. 3eq, and the Standard Conditions on page 3 for glazed products. This approval shall be valid for a period of four years, The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. 1f this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use ofsuch product or material immediately, The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material, The expense of such testing will be incurred by the manufacturer. Acceptance No. :9�:092Q.02 Expires: Nava_ II Dia nd, P,E. P roduct Control Division Supervisor I T E T O AID P IC Atip guF_tA L BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. NQTrd THE I.V.STa.I,tAT1ON OF THIS UNIT WILL Raciutxz A HvRAICA,vE PROTaCrI E JYYr�,st, Approved :l2 /1 3 /94 .l. TO 13 @57632630 P.01 METROPOLITAN DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING OUILDING CODE COMPLIANCE DEPARTMENT SUITE 1503 METRO -RAPE FLAOLER pU LD N0 110 WEST FLAMER 6TRQEr MIAMI. FLORIDA 33130 -1$$3 (305) 37$ 4901 FAX (305) 375.290111 arles Danger, Director Building Code Compliance Dept. Metropolitan Dade County 03 -30 -1995 12 FROM ADDISON CORP a NOTICE IEACOE.ETAI CELL. BP r IC r TrONS FWG 6068 Horizontal Sliding Patio Wood Door (Standard) Oyx RA .r. fiYzX'. 5' 11 -1/4" wide by 6' 7.1/2" high by 4 1/2" deep CGONFJGt1RATJON i XO operating 4 AN E1.9 1.S: Two: one stationary panel size 3'0" wide by 6' 4 -1/8" high end one p g panel size 3'0" wide by 6'4 -1/8" high. Nominal 3/4" high performance insulating glass fabricated from two nominal 5/32" tempered sheets and a desiccant-filled spacer system, rdialicatmakt The s is stops are used on the interior, g secur d 1 (i4" finishing nailstspacedt8" on k C ende er. Wow glazing .61 RSIEJPPICIG; Due Elston 0.531" Vinyl flap 1 row 0.343" vinyl flap 1 row Locking jamb 0.430" vinyl flap 1 row Locking jamb 0.5 11" vinyl flap 2 rows 0.275" vinyl' leaf 1 row 0.250" diameter vinyl bulb 1 row a atin anel meeting stile Quansj ASSIGArdiacizr PA 202 -94 NWWDA 1.S, 3.88 AAMAc 1303.5.76 Dade County Approval 0 94- 0920,02 EXpires: September 30, 1998 -2- TO 13057632638 ACCEPTANCE No,: p200:. ,. APPROvvD ; DEC 1 3 1994 EX:PERES = IgpitakbeLlilmi— Locatim Looking jamb Meeting stiles, 1 row each stile Stationary panel jamb and head Gil Diamond, P,E. Product Control Division Supervisor P.02 03 -30 -1995 12:15PM FROM ADDISON CORP • A 1.)E1CAL_EL NATISt11.: • kt , • TO 13057632638 P. ACCEPTANCE No.: DEC ) 3 1994 A.PPRO'VED EXPS a $CptOmhle ]0 1998 A copy of this approval as well as manufacturer's installation Instructions shell be provided to the permit applicant by the manufacturer or his distributors end shall be available for Inspections at the jobsite at all time. This approval applies to single unit applications only u shown s bove. Units with dimensions smaller than those shown above shall qualify under this approval. Deviations for higher design pressures by downsizing the unit arc accepted thru comparative analysis approved by this Department. Sub - bucks shall be of pressure treated material at least 2" nominal thickness, and secured In at least 6 points on each leg with 3" or equivalent fasteners. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 500113, Aluminum contacting metals not considered compatible shall be properly protected, Mau The installation of this unit will require a hurricane protec ' . sy , em, 11 Diamond, p,g. Supervisor Product Control Division 03 -30 -1595 1 14PM FROM ADD ISON CORP N'C 1. 3 1994 itO r. ICE_QF ACCIELALLCE: SPFCIFLC-C12 LayS VEATHE)I TR 1 PING (coflut Description 0.320" high pile, with 0.370" high center fin by 0.270" backing 1" by 1/2" by 1/2" close cell foam 2" by 1-1/4" by 1" closed cell foam I" by 3/4" by 3/8" closed cell foam Reach -nut locking latch with keeper on frame APPROVED EXPIRES DAusatity LocaLblit 1 row Quad* 1 -2a- TO 13057632636 P. 03 ACCEPTAVCE No.: l 1, _ Operating panel, bottom rail and head glide track Head above meeting stile Sill below meeting stile Sill locking Jamb corner • Copped, butted and glued corner construction fastened using four 010 by 2 -1/2" long screws per head jamb corner and three #10 by 2-1/2" long screws per sill Jamb corner, The sill insert below the stationary panel is reinforced with three 2" by 3/8" ribbed aluminum angles positioned 2 ", 24 ", 28" and 32" from frame jamb and Is secured to the sill with four 010 by 1" screws located 1-1/2", 13 ", 22" and 31" from the frame jamb, PANEL COMSTRUCTIQM The wood panel members contained blind mortise and tenon, dowel ind glued comer construction. The stationary panel is secured to the frame with four #8 by 1" screws through the sill insert flange into the panel positioned 4 -1/2 ", 13 ", 22" and 31" from the frameJernb. The top real of the stationary panel is secured to the frame using a 1 -3/4" by 1 -5/8" angle mete! bracket. The bracket Is secured to the frame with two #8 by 1" screws Into the panel with one 08 by 1" screw, The operating panel is held in the glide track using a 1 -U2" by 1/2" wood glide stop which is secured to the frame with 08 by 1/2" long screws spaced 7 -1/2" on center. HARDWARE:, Ltestariallan a Operating panel looking stile, 44 -1/2" from bottom cell Gil Diamond, P.E. Supervisor Product Control Division 03 - 30 -1995 12:14PM FROM ADDIsON CoRP TO 13057632638 P.e4 Atldcr Cor to ACCEPTANCE No,: 94- 0920.02 APPROVED , ft 1 3 1994 EXPIRES , SPECIF . DAIUMAgia DJULWAtitau QUILUX Lpnntlog Pull handle 1 Operating panel locking stile, 36" flom bottom rail Heavy duty adjustable metal rollers 2 Operating panel bottom rain 7.1/2" from stiles Vinyl stop 1 WATER RESISTANCE (PSF) ASTM ES47/E331 AIR INFILTRATION Q 6.24 PSF E283 ( <0,37 CFM/FT) FORCED- ENTRY RESISTANCE (FER) 1303.5 -76 TEST RESULTS EXTERIOR WIND LOAD (PSF) +82 PSF ASTM E330 POSITIVE INTERIOR WIND LOAD (PSF) -75 ,p PSF ASTM E330 NEGATIVE .2b. 6.75 PSF 0.08 CfiM/FT ATI. 14455 -N Deign Pressure Rating (Positive) +45.00 PSF L Design Pressure Rating (Negative) -50.00 PSF Head glide track corner DISTALLATIOth SILL : Set in silicone backbedding HEAD : Row: N I0 x 2 1/2" FH SMS at a max. of 6" from comers and a max. of 24" o.e, JAMBS : Row: 010 x 2 1/2" FH SMS at a max. of 6" from corners and a max. of 24" o.e. Vote: piei see note 011, Pam Gil Diamond, P.E. Supervisor Product Control Division • 03 - 30 -1995 12:15FM FROM ADD ISDN CORP TO 1057632638 P.0$ N4'I'Y E Q.F 4CCEPI Nom: TANDA D CONAX' QN sumuzzi D pRODUCY'S • • 1. For multiple wt.adow iostallatioos, approved mullion drawings and calculations must be filed with Product Control. �---- ,. 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. A nitunuss_be 1a lCd. gtvwQ the m n 1f. ya1 NNvmbs,t,_un rev d ele 'on aid dot of exoiraig. 4. xtension of Acceptance may be considered after a new application bas been filed and the supporting data, for test reports less than four (4) years old, bas bee* re- evaluated, 5. Any revision or change in materials, use or manufacture of the product wall automatically be cause for termination, unless prior approval is granted for revisit)* or cbEge. 6, Any unsatisfactory performance of this product or it change is Code provisions s4r11 be grounds for re evaluation. 7.: This Acceptance shall not be used as en endorsement of any product sales or,advertisiag purposes, 8. Aluminum windows and sliding doors have been tested in accordance with ANSI/A. MA, 101.38 er for wood window unit by ANSX/NWWDA I.S. 2.37 and sliding doors A.NST/V'WWDA x.S, 3 -3 and swing doors ANSI/NNW/DA LS, 3.33, 9. Sv.inging doors sbaU be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for all windows and doors shall coaforua to Security and Forced Entry Preve tine, Chapter 36 of the South Florida Building Code. l 1. The spacing of fasteners shall be as tested or 24" whichever is less. A The first fastener shall be located a me.4nut33 of 6" from each corner and mullion or stile. Minimum penetration of fastener shall be as tested or 3/4" whicbever is higber. No wood or plastic shields or pins shall be used, Unless otherwise noted in the test report, minimum size of screws shall be No. $ for Brit and second floor installations and No. 10 for a!1 other floors above the rust sad second floors. -3. 11 Diamond, P,E \Product Control bivisioa • Suoeryisor L�4'4. o{ Fn t i aa� EX! STIA(6 L z. 0 >/. FLoa 1 a4 lwooM ,500 RE14k of )- +e/vtE F NT' NorQ -4 F6MoJE Fxtsr1N6 - -- ZRL -oc9St E Wi/VD ot.S S'N STA (- - 74/ZEE NEW AA) DL -1QSo 7-1 &Lr Di /6 17 2S /4,(JI> S m' fAN r 1_07 : 7 4- tuesT yZ 0 .p Lo T 3coce: 31 So3- DtVrS(O N : J -S - o JAJE : t XON ADDRrss :ads N.E. 4s s7 Mt. Mi Sl-to'.ES j=L P140,0.51 305' - - 151 - 3145 N e,a7 aR,: y LE M IQ y b4ouE 463- /1016, METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Southern Aluminum Manufacturing 6500 N.W. 16 Street, Suite 1 Plantation FL 33315 Acceptance No.:95- 0713.02 (Revises No.: 94- 1024.08) Expires:08 /15/97 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 95 -333, Sheets 1 thru 6 of 6. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. 1 _ • s Danger, • .: - • Director Building Code Compliance Dept. Approved:01 /11/96 -1- Metropolitan Dade County Southern Aluminum Mfg. ACCEPTANCE NO.: 95 - 0713.02 APPROVED : JAN 1 1 1996 EXPIRES : August 15, 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a 20 ga. steel storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1 The storm panels shall be constructed as indicated on approved drawings No. 95 -333, Sheet 1 of 4, using 20 ga. (min. thickness .035 "), galvanized steel ASTM A446 -93 Structural Grade D (Fy =50 ksi min.), Coating: Hot -Dip Zinc - Coated Galvanized ASTM A525, Reg. Spang. G90. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "U" header, a 2" x 2" x .093" angle, 2" x 2" x .093" studded angles, a 1/8" thick 2" x 5" angle. 2.4 Tested specimen: Dimensions: 38" wide x 102" long overall 49.75" wide x 68" long overall 49.75" wide x 101" long overall 49.75" wide x 136" long overall 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 1 1'-4" or 136" for wall, build -out and ceiling /inside mount to be installed only as outlined on Dwg. No. 95 -333, Sheets 1 thru 6 of 6. For Design Load vs. Panel Span, see Table 1 "Storm Panel Schedule" on Sheet 3 of 6, Dwg. No. 95 -333. 3.2 Minimum separation to existing glass to protect shall be as shown in Table 2 "Min. Separation from Glass Schedule" Sheet 3 of 6. Dwg. No. 95 -333. 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: 3.4.1 Panels greater than 33" in length shall be reinforced at midspan by either: a.) a 1" x 1" 16 ga. steel tube extending the whole width of shutter attached with 1/4 " -20 x 3 -1/2" bolts w /die cast alum. washered wing nut spaced at 12" o.c. or b.) 1/4 " -20 x 1" sidewalk bolts w /die cast alum. washered wing nut or jacknut spaced at 12" o.c., depending on the separation from glass required as shown on "Typical Elevations" Sheet 1 of 6 and Table 2 "Min. Separation from Glass Schedule" Sheet 3 of 6, Dwg. No. 95 -333. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 2 Product Control Division Southern Aluminum Mfg. ACCEPTANCE NO.: 95 - 0713.02 APPROVED : JAN 1 1 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.1 Wall Mount The panels are secured into an "h" header (Part 2) at the head; and using 1/4 " -20 x 3/4" machine bolts and washered wing nut spaced at 6" o.c. to an aluminum studded angle (Part 6) at the sill, both of which are anchored to the wall, using tension anchors as shown on Section A "Wall Mount ", Dwg. No. 95 -333, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.2 J3uildout Mount The panels are secured inside a top track "U" header (Part 3) at the head and fastened to the 2" x 2" .093" continuous studded aluminum angle (Part 6) at the sill, using 1/4 " -20 x 5/8" machine bolts w /washered wing nuts spaced at 6" o.c.; both header and sill are fastened the long leg of a 2" x 5" (max.) x 1/8" aluminum angle (Part 5) used to provide the buildout, using 1/4 " -20 Machine bolts and nuts spaced at not more than 21" o.c. At each fastener location, the angles are reinforced with a 2" x 4" x 1/8" x 4 -1/2" aluminum tube attached with a #14 SMS, both angles are then anchored to the wall as shown on Section C "Build -Out Mount ", Dwg. No. 95 -333, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Mount The panels are secured inside a top track "U" header (Part 3) at the head, which is anchored to the inside of the concrete lentil opening; and fastened to the 2" x 2" continuous studded aluminum angle (Part 6) at the sill, using 1/4 " -20 x 5/8" machine bolts w /washered wingnut spaced at 6" o.c., which is anchored to a concrete slab or bulkhead as shown on Section B "Ceiling/Inside Mount ", Dwg. No. 95 -333, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.4 Direct Mount The panels are secured directly to the wall at head and sill using the tension fasteners for direct mount only using size, spacing and edge distance as specified in "Anchor Schedule" embedded into concrete, masonry or wood, as shown on Section G "Direct Mount ", Dwg. No. 95 -333, Sheet 3 of 6, bearing the Dade County Product Control approval stamp. 4.1.5 Wall Mount on Wood Framing This installation is similar to the build -out & wall mount condition but anchored to a wooden substrate using the tension wood anchors as shown on Sections D and E, Dwg. No. 95 -333, Sheet 2 of 6, bearing the Dade County Product Control Approval Stamp. 4.1.6 Any combination of the above. 4.1.7 Additional Mounting Details The following special mounting conditions are also approved with the corresponding limitations noted in each section detail. Sections A thru G on Sheet 5 of 6, Sections A thru F on Sheet 6 of 6, Dwg. No. 95 -333, bearing the Dade County Product Control Approval Stamp. 4.2 Anchorage of the aluminum angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 95 -333, Sheet 1 through 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. Manu 1 Perez, P.E. Plats/Examiner 11 Product Control Division - 2a - Southern Aluminum Mfg. ACCEPTANCE NO.: 95 - 0713.02 - 2b - APPROVED : JAN 1 1 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Each opening or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking instructing owner or tenant to secure panels at lap joints with applicable reinforcing: 1" x 1" x 16 ga. steel tube and bolts OR 1/4 " -20 x 1" Sidewalk Bolts w /wingnuts or jacknuts, across the whole width of the opening during periods of Hurricane warning. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 -333, Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This approval revises Notice of Acceptance No. 94- 1024.08, dated 02/16/95. e'.u' A a- Manu�LEerez, P.E. Plans aminer II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST (102" Span) SFBC PA 201 -94 (w /reinf. bars & bolts) SATISFACTORY HETI- 94 -312a Max. 1.80" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +94.0 PSF HETI- 94 -312a +72.3 PSF HETI- 94 -312a CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -95.0 PSF HETI- 94 -312a -73.0 PSF HETI- 94 -312a LARGE MISSILE IMPACT TEST (103" Span) SFBC PA 201 -94 (w /reinf. bolts only) SATISFACTORY HETI- 95 -401a Max. 2.50" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.0 PSF HETI- 95 -40Ia +71.5 PSF HETI- 95 -401a CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -94.0 PSF HETI- 95 -401a -72.3 PSF HETI- 95 -401a UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (102" Span) +108.0 PSF HETI -94 -317 +72.0 PSF HETI -94 -317 Max. 0.86" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (102" Span) -108.0 PSF HETI -94 -317 -72.0 PSF HETI -94 -317 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (136" SPAN) SATISFACTORY CTC -95 -021 Max. 2.5" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (68" SPAN) -332.8 PSF CTC -95 -021 -222.0 PSF CTC -95 -021 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (101" SPAN) -182.0 PSF CTC -95 -021 -121.0 PSF CTC -95 -021 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (136" SPAN) -93.0 PSF CTC -95 -021 -62.0 PSF CTC -95 -021 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (101" SPAN) SATISFACTORY CTC -95 -031 Max. 2.1875" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.6 PSF CTC -95 -031 +72.0 PSF CTC -95 -031 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -93.6 PSF CTC -95 -031 -72.0 PSF CTC -95 -031 DESIGN PRESSURE RATING For Design Load vs Panel Span, See Table 1 "Storm Panel Schedule" on Dwg. No. 95 -333, Sheet 3 of 6. ' • Southern Aluminum Mfg. ACCEPTANCE NO.: 95- 0713.02 APPROVED : JAN 1 1 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: -2c- Man t4el-. Perez, P.E. Pla&Examiner II Product Control Division Southern Aluminum Mfg. ACCEPTANCE NO.: 95 - 0713.02 APPROVED : JAN 1 1 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -312a, dated September 23, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -317, dated September 27, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -401a, dated January 17, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Large Missile Impact and Uniform Static Air Pressure Test of "20 ga. steel" storm panels, prepared by Construction Testing Corp., Report No. CTC -95 -021, dated June 6, 1995, signed and sealed by Christopher Tyson, P.E. 8.1.5 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Construction Testing Corporation, Report No. CTC -95 -031, dated August 31, 1995, signed and sealed by Christopher Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 95 -333, Southern Aluminum Mfg., 20 gage, "Steel" Storm Panels, Sheets 1 thru 6 of 6, prepared by Knezevich & Associates, dated 6/09/95, with Revision No. 4 dated 12/19/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Inspection Report issued by RAUTARUUKKI OY, dated 12/31/94 with chemical composition and mechanical properties for G90 galvanized steel, ASTM A446 -93. 8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number 5FM -1307 dated 6/14/95 for CTC -95 -021 steel sample. 8.4 Calculations: 8.4.1 Anchor analysis dated 7/03/95, Pages 1 through 24, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.4.2 Anchorage Calculations for 12 additional details /conditions, Hurst Awning Co., Inc., dated 9/25/95, pages 1 through 37, prepared by Knezevich & Associates, Inc., signed by V.J. Knezevich, P.E. - 2d - Product Control Division Southern Aluminum Mfg. ACCEPTANCE NO.: 95 - 0713.02 APPROVED : IAN 1 1 1gg6 EXPIRES : August 15. 1997 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: "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 scaled 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 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(d) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - Mani! Perez, P.E. Plans iner I1 Product Control Division D�CTTOL N OPTIONAL ANGLE O SCALE • 1/4' • 0' -1' te O STORM PANEL SCALE 1/4' ■ 0' -1• 090' 469' t. - (TIP) __ LEG PITON& 2000' I WIDTH UNLIMITED PCP. TO PANEL SPAIN SECTION TOP MOUNT. PLAN VIEV O4A8. DESIGN LOAD * 72 PSI) O 9 TYPICAL ELEVATION FOR INSTALLATIONS DELOV 30' ABOVE GRADE V/ PANELS SPANS OF 101' OR LESS, V/ SEPARATION FROM GLASS OF 2' OR WIRE, BUT LESS THAN 2.5' DEAR FASTENER t 24' at SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR OVERLAP FASTENERS TYP. (SEE IOTE t9) TETON MOUNT. AL ANGLE CLOSURE PIECE. 1' x 2' x .035' MIN. TO 2' x 3' x .053' MAX. O 8 WINGNUT SCALE HALF SIZE 1• x 1' TUBE L FASTDERS GEE PLAN VIEW L NOTE D 0 'h' HEADER SCALE 1/4' - 0' -1' VIDTH UNLIMITED amok TO PANEL SPAN) SECTS N 10 TYPICAL ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 3 OF 4. FOR REOUIRFD SEPARATION PEON GLASS. PLAN VIEW SCALE. 1 -1/2' - 1'-0' R 330' 0 'U' HEADER SCALE 1/4' - O' -1' TOP MDU4T. OVERLAP rASTIOE RE (SEE PLAN VIEV & NOTE 8) 0TT01 MOAT. a .123' TIP. 500' 1 O 4 ANGLE SCALE ■ 1/4' ■ 0' -1' Defee�.NOMS' 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH TIC SOUTH FLORIDA BUILDING CODE. 1994 EDITION. AND THE 1994 DRDVARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESADE CALCULATIONS SMALL DE PERFQb6Df IN ACCORDANCE VITA ASCE 7-00 'MINIMUM DESIGN LOADS rot BUILDINGS AUDI OT1ER STRUCTURES'. 3. $14 PAWLS SWILL DE 20 GAUGE STEEL (t • .035') COFOODIG TO 01)3 A446. STRUCTURAL QUALITY. GRADE D. VITA A MIN. Fy • 50 KSI. GALVANIZED IN IN ACCORDANCE V1TN ASIA G90. ALINI1R EXTRUSIONS SHAH. IE 6063 -T6., U.D.N. 4. PRODUCT MARKINGS SHALL DE YITNIN 12' or ON END DF TIE PA1E1. VITA A MIN Ur QE MARKING PER PANEL AND SHALL DE LABELED AS F0,LOVS. SOUTHERN ALUMINUM NANIFACTU(ING FT. LAUDERDALE. rt.. DADE COUNTY PROD. APPRD. 3. ALL DOLTS AND RASHERS SHALL DE GALVANIZED OL STAINLESS STEEL WITH A MINIMA Fy - 33 KS1. 6. MATERIAL SPECIFICATIOG NOTED HEREIN ARE THE MN0FACT0RER'1 REPRESENTATION or MATERIALS TO DE USED IN PRODUCT TESTING. 7. TO L BUTTON DETAILS SHOW( MAY 1E MERMAN= AS FIELD CODITIO4S DICTATE. PANELS MAY DE MOUNTED HORIZONTALLY WHERE APPLICABLE. 0. PAWLS UTILIZING A STEEL TUBE MALL OE FASTEm AT OVOOAPS AT MIDSPNI TO A !' x 1' x 16 GAGE STEEL TIDE USING I/4-20 z 3-12' RU 0/,010 CAST ALUMINUM VA -PEREZ VINGHUTS DR JAUG(UrS. (SEE TYPICAL ELEVATION a1 ). PANELS NOT UTILIZING STEEL TUBE SMALL BE rAST0c) AT NIDSMN V/ 1/4 x 1' DOLTS 011)4 IE CAST ALUMINUM VASMERED VING0ITS OR JACT(HRS (SEE TYPICAL ELEVATION ). FASTENERS PANEL SPANS LESS THAN 33' OVERLAP FASTRS L TUBE ARE NOT REAUI . 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS PR?DSED FOR IMPACT, CYCLIC AND UNWORN STATIC AIR PRESS4ME TESTING IN CtifObINCE VITA DADE COUNTY PROTOCOLS PA 201.202. AND 203. DESIGN DASD 111 METH TEST REPOT 4 NETT 94 -313. IETI 94-317. WTI 95-401a. CRC 95-021 NO CTC 0-031. 10. AT LEAST ON NAMING NOTE PER OPENING SAW. BE PLACED IN A CMGPICOA LOCATION ON ANY O< THE COPOENTS BE THE STOOK PANEL SYSTEM ADVISING THE MME QOER OR TENANT THAT THE row PNQS PILL NG1 0T'ER HUGICNE PROTECT104 UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. EXISTING TR(.TUE �LITYP. N ANGLE SCALE . 1/4' SHEAR FASTENER t 24' QC. SEE ANC/102 SCHEDULE FOR ANY ACCEPTABLE ACHOR I[ETYP. I i STUDDED ANGLE SCALE • 1/4' . 0'-1' APPROVED AS COMPLYING WITH TH£ SOUTH FLORIDA BUILDING CODE DATE SAA)IJ ARV bI99 BY PRODUCT- 6ORTROL OINS.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE ND.9c 4 N +I� r_, , egEg V ozd 6 H ta 1 O. 1J 4r J a x MY O N N J W 1J C- N .5 l.7 O w 5 TS 1 EFEE • r L I = . r e V1 EICHER R PE N 16. .9_4. M V.AC 0410 4 41.44 0 q 95 -333 sheet 1 of 6 SEE ION, =PRIAM GLASS CR 0001 GLASS OR DOOR • SEE 10L SEPARATION IRON CLASS SOLI LE ANGLE TO WALL DETAIL EXISTING STRUCTURE ?MIEN FASTENER CSEI MINER SCHOLL° TTP. TOP a KIN N 1/4-20 NAME BELT a YU(Mi R ! 6' C. EXISTING STRUCTURE ® WALL MOUNT SECTION SCALE , 3' • 1'-0' VOID FRMIIIFi I Pw OR 1 -1 TENSIIII FASTENER (SEE ANCIdt SCREDIILD TT?. TOP L DOTTER ®CONY. VOOa MAXIM ANGLE TO WALL DETAIL O WALL MOUNT SECTION SCALE , 3' • 1' -0• PANEL TO ANGLE DETAD. PANEL TO AEQE DETAIL 1/4' NAX. 1/4' NU. 1,4-20 N ACKDE BELT L VDIOIIT 16' O.C. ITT?. T? 1 DOTTIDO ® CEILING /INSIDE MOUNT SECTION SCALE , 3' = 1'-0' NOTE. WALL O SCALE , 3' • 1•-0' MSEE. THIS DETAIL NAY DE USED AT TOP OR MOTION or PANELS. USE or T)0S DETAR IS UNTO TO It 72 P. MOUNT SECTION (BOTTOM) GLASS OR DOM SEE NOL SEPARATE/PI FROM CLASS SOf3 LE GLASS CR DOR SCALE • 3' • 1'-0' © BUILD —OUT MOUNT SECTION SCALE : 3' = TENSION FASTENER - USE RAVL CALK -DI OR EL.CO 1MNFfRMATL OR WOAD ASKING TENSION FALTDIER AT 6' QC. (SEE NOOI SREDU.E ft t MK7ER SPECS. DO KIT USE MERE SQEOULE SPACING 1S LESS THAN 6'. EXISTING STRUCTURE O WALL MOUNT SECTION (DIRECT MOUNT) • sax LT.DSLRE REQ'D. (SEE PLAN VIEV) APPROVED AS COMPLYING WIN THE SOUTH FLORIDA BUILDING CODE OA BY PRODUCTLBONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N05 -OZ *wing p 95-333 shirr' a u. 6 tS LL E J Z W X W r) Q (Uy N W o O! Z5 W J • UT H 421-1/ H MIN. SEPARATION FROM GLASS SCHEDULE _ APPROVED AS CC SOUTH FLORIDA B] QAT POSITIVE DESIGN LOAD(h (PSF) ACTUAL SHUTTER SPAN (L) (FT - DJ) MINIMUM SEPARATION FOR INSTALLATIONS 3W OR LSS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER ABOVE THAN 0 CINCHES) BAR NO BAR NO BAR 404 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -5/8 11 - 4 N.A. 2 -1/2 2 -1/2 50.0 5- 0 2 2 -1/2 1 -1/4 8 - 5 2 2-1/2 1 -5/8 11 - 4 N.A. 2 -7/8 2 -7/8 604 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -3/4 10 - 11 N.A. 2 -7/8 2 -7/8 70.0 5- 0 2 2 -1/2 1 - 1/4 8- 5 2 2 -1/2 1 -7/8 10 - 1 N.A. 2 -5/8 2 -5/8 804 4- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 2 9 - 5 N.A. 2 -1/2 P -t /P • 90.0 4- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -3/8 9 - 5 N.A. 2 -1/2 2 -1/4 100.0 4- 0 2 2 -1/2 1 -1/4 6- 0 2 2 -1/2 1 -3/8 8 - 5 2-1/4 2 -1/2 2 -1/4 110.0 4 - 0 2 2 -1/2 1 -1/4 6- 0 2 2 -1/2 1 -1/2 8- 0 2 -1/8 2 -1/2 2 -1/8 120.0 4- 0 2 2 -1/2 1 -1/4 BY 6- 0 2 2 -1/2 1 -1/2 7- 8 2 2 -1/2 2 PRODUC IRO! STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD w (PSF) UNT FOR ALL MOING CONDITIONS TUD �ANDTDIRECT LME MOUNTS (TOP & BOTTOM) L run. (FT -IN) L run. (FT -IN) 40.0 11 - 4 11 - 4 50.0 11 - 4 11 - 4 55.0 11 -0 11 -4 60.0 10 - 1 10 - 11 70.0 8 -7 10- 1' 804 7 -6 9 -5 90.0 6- 8 8- 11' 1004 6 - 0 8 -5 110.0 5 - 6 8 - 0 120.0 5- 0 7 -8 130.0 4 -7 7 -5 1404 4 -3 7-1 150.0 4 - 0 6- 10 160.0 3 -9 6 -8 170.0 3 -6 6 -5 180.0 3 -4 6 -3 190.0 3 -2 6- 1 200.0 3 -0 5 -11 210.0 2 - 10 5 - 10 220.0 2 -9 5 -8 230.0 2- 7 5 -5 1-ASS >R nMR T A B L 1 NIX SEPARATI I FROM GLASS SCIED. TENSION FASTENER CSEE ANCHOR SCHEDULE) 1/4-20 MACHINE /0.T L VIMGMJT 16' Oil • SIDE CLOSURE REC'II CUM PLAN VIEV) tlOILSj. - THIS DETAIL WAY DE USED AT TOP OR DUTTON OF PAWLS. - JEADERS ®L 1 CNMT DE USED IN CEMINATIION RITH THIS DETAIL. O ALT. BUILD -OUT MOUNT SECTION SCALE 3' • 1'-O' SEE NON SEPARATION FROM GLASS SCHEDULE casino mum= TEPOUNFASTINER OXI MOM SCIEDU WILL THIS DETAIL NAY DE USED AT TOP OR =TON OF PANELS. KIN MOUNT DETAIL SCALE • 3 • l'-0' T A B L 2 MPLYING WITH THE 7 1LDING CODE 9242 DIVISEON CJ BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NA C- .6a TWO 1/4'9 WOOD LAG SCREW t 24' 0.C. MAX. USE 3•d t 24 O.C. . 6*4. M(x. FOR SPM6 2 3'i' COO. 2' x 6' x.123' ALUM. PLATE t WEED ADGER TRUSSES GLASS Ot DOUR AL. STUD 1, 04AX. DCS2GN WAD * 72 PST) 1.— STORM PANEL s 8 2 'PASS THRU' DETAIL O D SCALE . 3' • 1•-0" 'tT HEADER STORM PANEL — x 4' x w COT. AL TIDE (6063 -76) writ TIM OLT t lr OC. V® ROY TRUSS OR FIMNING WOOER STUCCO FINISH OR PLYWOOD SOFFIT 1/4' MAX O SOFFIT CONNECTION DETAIL SCALE . 3' • 1'-0' I/4•1 RAVL CALK-IN t 12' MG \__ VTTN 7/11' KIN. DR IN CONC. OR 10.1.0V N. OR 1/4.44 LAO SCREW t 24' ac. V/ 1-1/2 KIK Dl IN VOID x r x 1/9' CDR. ALUM. ANGLE 6063 -T6 04AX DESIGN LOAD 4 PSF) S MAX 1/r TILE FDOSH MATERLV. I/4'• RAWL CALK -IN t Y OC. WITH 7/r MIN O0. 04 CDC. Olt Ial10V IL= OR U4'0 LAG =MEV DI 1 V/ 1 -V2' MIN E70. WCEOL STORM PANEL 2'xrxASO' A.. STUD MGLE 3/4' PLYVD® TVO -3/16' ALUL P? RIVETS 3 !r Q.C. TWO 1/4'0 WOODLAG SCREWS t 24' 0.C. MAX. PAIL. SPAR • 5'-6' USE ]d Moat • 24 0.0. MAX. RR SPANS 2 3'-6' 1' x 4'. 22'' x 4', 1' x6', 2'x 6'x 1 /8' CONT. AL. TUDE (606 }76) t14 SMS • 12' 0.0. U4'0 RAVL CAJC -D4 It 6' DC. V/ 7/9" IOL 041. IN CONC. IBS DOS DETAIL MAY DE USED AT TOP OR DOTTDM Di PANEL. 0411. DESIGN LOAD 6 72 P12) O EDGE MOUNT DETAIL SCALE l•-0' 2'x3'xI/rCa r x 5' x w 6065 -76 AWOL ANGLE rx Yx 1/0•70 r x 3' x 1/11' 6065-76 I•.. ANGLE V/ V4•11 STUD t Ir 6C. OPTIONAL 57001 PANEL r *2'x.093' STUDDED ANGLE WOOD ROOF TRUSS OR FRAMING MENDER STUCCO PLYY D *2IT� ACCESS IQE RW) 'V MEALIER 1/4' MAX O ALT. SOFFIT CONNECTION DETAIL SCALE 3' • 1'-0' =PM PANEL is 5/16' • RAVL CAJC -O Y GC- V/ 1' M04. D0. 000 COIL at many mac r x Y x CDR. ANGLE 6061 -76 ALUM. V/ I/4'• STUD • 42' 0C. SO= THIS DETAIL PAY DE USED AT TIP IR 10T104 OF PANE. OWL DESIGN LOAD * 72 2511 O EDGE MOUNT DETAIL SCALE • 3' • l' -0' owc DESIGN N.aAD = 72 P PPROVED AS COMPLYING VNTH THE SOUTH FLORIDA BUILDING CODE ANGLE BUILD -OUT oa t- mak ,, /.�. SCALE • 3' • t'-0' IQIEI 1102 DETAIL MAY DE USED AT T0P OR OT1014 CP PNEL. OWL DESIGN LOAD * 72 PSF) O ANGLE BUILD -OUT SCALE• •1' -0' BY PRONG CONTROL D!V!SION BUILDING CODE COMPUANCE OFFICE AOCgp1ANCE U Z 2 . C N " H - ✓ o .0 () & 4 N ' g d ' v °gym N 5 E8 W =4.-. Y id N 1 Orel S•F 6 f STUC "ATV® O HEADER MOUNT DETAIL SCALE • 3' • 1'-0' � a 1/4.0 RAVL CALK-1N V/ 7/0' Mk ODEL 01 CDC. OR FELLOW SUCK l 6 OM 2' x2' 1/r 6063 -T6 COT. AUK ADC — MAX. DESIGN LOAD t 72 PSF/ rxrxOrr STUDIED ANGLE 1/ 4.0 MIMIC 301.T ! V CC. tern MS DETAIL 10TTDI OF PANEL AT TCP 080. DESIGN LOAD t 7t PSF7 = r Y x VIP 6063 -T6 MIX TIDE x V/ MOiA7/T Ei01ED. 74 0040 Ot FELLOW 111.0CE • :TORN PANEL 114'NA%.— ST001 PANEL b L O 2' x 2' ALUM. TUBE BUILD —OUT WAX • 3' • r-0' - - r xrx alr STUDDED MME 1/4• -20 STUD 6 UDC NUL PMEL TO AIG.E CONNECTER ! 6' MG OWL DE1701 LOAD 2 72 PSF7 EXISTING C.73. r xr x l/!' x r 0 SNDDCD ANGLE 7/76'0 CAUL -01 ! 3-1/11. OE V/ 1 1104. 001E D. 0 CDIC. OR IO10V FLOCK V/ 3-3/4' 106 EDGE MST. STUDDED ANGLE sat DITS R Barron B 3• PA - AT TOP MAX. DGS101 LOAD ! 72 PS?A Y x r x 1/4' x r-r 6063 -T6 Aux ANGLE 1' x Vr AL10L 3101 012K DESIGN LOAD 2 72 IV) PANEL 812 SIC 0 112' 112 r x3'x V4 -6• 6063 -T6 ALFA ANGLE OR TVO -Vx3'x VrxP -r TOP 6 TH ANGLES (T17. TVo-V4'0 U J 20.72 M.T. LEG DIRECT= O STORM PANEL SUPPORT BEAM wax • r•1' -0' 1/4 -20 STUD V/ VINO NUT ! 6' 0.C. TO PANEL ANGLE COMECTmN STUDDED sTOl1 PANEL 1/4' -20 STUD V/ NUT 0 6' OZ. NW TO 22(31 COM ECTmI 1/4 0 RAV . CALK -01 ! 3. OC. V/ 7/r 104. ENDED. DI CDC ANGLE TO 'U' HEADER BUILD —OUT ASSEMBLY MOUNT ® SCALE • 3' ■ r-0' © SCALE r-0' 2' x rx O -0' NAIL Tw013; TwOOS' 6063 -16 ALIx LM SEMI SCALE 1 -1/E' - 1'-r I/4'0 RAVL CALK -111 ! ENDED. DAO 114'0 TIM DOLT ! IV 132. AMIE T13 AIDE cotaamoi text•r• -r I/4•-20 STUD 2'ED 6063 -16 ANGLE FASTE101 E P A xrI1L STUD ANGLE PIRID1 IQE: IN ADJACENT PANELS TO RECCVE TIES SCLT PLACE PANEL OVER EACH AD.y10ENT PANEL AND FASTEN VDNGPJTS FRDI THE WIDE ANGLE ASSEMBLY v4 SCALE 7 -1/2' • 1'-0' 2- V4'0 DROP -DI ANUIDt ! r 0G IN CO ENDED. Ar ALT. ASSEMBLY MOUNT SCN.E 1-1/2" • 1'-0' STORM PANEL INTERIOR FASTENING DETAIL r :te2ID ABELE vr-20 STUD 6 WOG NUT PANEL TO ANGLE E CONICICTION ! . — V4• -20 STUD V/ FAIT 2 6' 6C. 2' 2' 2 1l3' STUD ANGLE APPROVED AS COMPLYING WMTN TH! SOUTH FLORIDA BUSWING CODE 9� — TIC DETAIL NAT >E 1AED RT' : 1 U ; Tv O! DOTTOI DE PANEL BT / aAx. DE30N LOAD 272 Pp PRODUCT CONTROL DIYIS➢Oq BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE ro.9S- 0713.02. STORM PANEL BUILD —OUT s 8 • 0 t 3 i Y 1 • s 72 PSF) 'T DETAIL STORM PANEL r x2'x.093' STUDDED ANGLE ACN9> E 6' O.C. L MAT DE USED AT ITTOI OF PANEL 1 LOAD s 72 PM MM V4'0 RAVL CALK -1N ! U'OC.V /7/9' ENDED. IN CONC. OR HElOV BLOCK 1/441 THRU BOLT 112OC. r x2' x .093' STUDDED ANGLE 1/4' -20 STUD 1. WING NUT. PNNEI TO ANGLE COONECECTII N ! 6' O.C. 01AX. DESIGN LOAD * 72 nil ExISrDNG C.D.S. 114' MAX — 5/16'0 CALK-111 t 3-1/8' CLL. V/ 1 ND1 ENDED. IN CONC. OR 11E10V BLDM'JC W 3 -3/4' KIN EDGE DIST. ANGLE TO 'U' HEADER BUILD —OUT ASSEMBLY MOUNT ® scALE ' 3' • 1'-O' " scats ' 3' - r-o' STUDIED ANGLE 2' x2' x1/8' x 1'-0' STUDDED ANGLE r x 3' x 1/4' x 0'-6' 6063 -T6 ALUNL ANGLE OR TVO-2' x3'x 1/11' xCr -6' TEN 1 DEITT ANCiES CTTP. TWO -1/4'0 THRU BOLTS ALT. LEG DIRECTION lIIM THIS DETAIL MT DE USED AT TOP OR BOTTOM E' PANEL 1NAU DESIGN LOAD * 72 PST) 1' x V8' ALUM SHIM OIAX. DEISM LOADS 72 PSF) STEW PANEL i12 SMS t12'OL 1/4' -20 STUD V/ WING NUT t O.C. TO PANEL ANGLE CONFECTION — STUDDED STORM PANEL 1/4' -20 STUD V/ NUT 16' O.C. ANGLE TO NNO.E CONPECTIEN — 1/4'10 RAVL CALK -IN ! rOAV /7/8' KIK EMBER DN CONC. 2'x7'xU-0' MAX Tw0.13; Tr0.055' 6063 -T6 ALUL LAP BEAM SCALE 1 -1/2' - 1'-0' 1/4'0 RAVL CALK -IN ! 1r 0.C. V/ 7/8' MIN. EMBER INTO CONCRETE MULL `1/4• -20 STUD ANGLE ASSEMBLY SCALE 1 -1/2' = 1'-0' 1/4 DROP -IN ANCHOR t 8' O.C. V/ 1' Mt ENDED. IN CONC. PUNCH HOES IN ADJACENT PANES TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN VINGNUTS FROM THE DISIDE STORM PANEL INTERIOR FASTENING DETAIL 1/4•0 THRU BOLT t 12' GC. ANGLE TO ANGLE CONECTIEI r XR1 1/t' 6063 -T6 ANGLE ALT. ASSEMBLY MOUNT SCALE 1 -1/2' = 1'-0' r xrx.093' STUDDED ANGLE 1/4' -20 STUD & WING MUT PANEL TO ANGLE t 6 o.c — V4' -20 STUD V/ NUT 8 6'0,C. 2'xrx.093' STUD ANGLE APPROVED AS COMPLYING IVITII THE SOUTH FLORIDA BUILDING CODE �LIIEt D B MNA PANEL. T :'► U ;, :1 q 96 aNAx DE34GN LDAD ! 71• PSfl PRO ROL DIVIS ;OIL 6 BUILDING CODE COMPLIANCE OFFICE • . r PP"' •• z W • H m I 5 0 • / 1 1 i O HEADER MOUNT DETAIL SCALE • 3' • I'-0' a V4'0 RAVL CALK -D1 V/ 7/8' NN . ENDED. IN CDNC OR 10-LAN DU= 06'OL 2'x2'x Vr 6063 -T6 CDR. ALM TIM ONAX. 03IGNN LOAD s 72 my" Dallt � ER JOTTDI AT PNF1, OMx. DESIEDN LOAD 2 72 PST) 2'x2':A93' V4'0 NMOME STUDDED AR= SOLT 6 6' GC. O 2' x 2' ALUM. TUBE BUILD —OUT SCAit • 3' • I'-0• 1IDL 114 0 RAVL CNJC -Dr U' 0C. V/ 7/r NE4 ENDED. IN CDC. O 1EL OV BLOCK 12 •0 ' QC. LOST V4' NAx. 01AL DESIGN LOAD 2 72 PSF) 2•x2.x1/r x I•-O' STUDDED ANGLE 1• x Vr ALUL S M OMx. DESIGN LOAD 2 72 PSF) 1/4 -20 STUD V/ VDNG NUT D 0E. 713 PANEL MI E M STUDDED 2T001 PANEL V4'-20 STUD V/ NUT l 6' OC. MIELE 70 NRLE COMET= woe RAVL CALK-IN RY GC. V/ 7/0" NDa ENDER. IN CONC. ANGLE TO 'U' HEADER BUILD —OUT ASSEMBLY MOUNT ® SCALE • 3' • 1'-0' 1 / 4 11..." SCALE . 3' • 1'-v 2. xr x KIN 3TLDDED ANGLE I/4' -26 STUD 6 VDO NUT. PANEL TO ANGLE CDIECTD71 It 6' DC COSTDG C.D.S. 5/16'0 CAUL -01 ! 3-1/11' OZ. V/ I NDL DOM IN COE. OR IO.LDV 11LOCJC V/ 3-3/4' MI EDGE DIST. STUDIED Amu 2' 3' 2/4' x 0-6• 6063 -76 PUN. MLLE OR TV0-2" x 3' VW' x O•-6' T 667 NAMES CTT►. TVO -V4'0 TNOI DOTS ALT. LEG DOECTD71 DII>T1 TICS OR D PO43J AT TEP OMx. D[SI0I LOAD 0 72 P2n ST001 PANEL. 012230 / 12' OL O STORM PANEL SUPPORT BEAM =NE . 3' • 7-6' 2• x 7•2 11 -0' NAx. TvW Tx66025' 6063 -76 ALL% LAP SEN1 SCALE 1 -1/2' • r-0' V4'0 RAVL CALK -D1 R 12' 0L V/ 7/8" KN. ENDED. MO CONaETE 1/4'0 1100! DOLT R 12' Gt NRiE TO *PDX CC NECTIEW SCALE . 7 • r -o' 114' -20 STUD r M- STUD 046.2 ANGLE ASSEMBLY SCALE 1 -1/2' • 7-0' VY 1/4 ORE+ -01 ANCIOT R r OL D I 2. 1614 C0NC ENDER ALT. ASSEMBLY MOUNT SCALE 1 -1/2' • 7-0' PUPE*1 40.22 IN AD PAIE7.S TG RECEIVE AT PLACE MMES OVER EACH ADJACENT PANEL AND FASTEN 1111431IT3 FREN THE DCTDE STORM PANEL INTERIOR FASTENING DETAIL 2' 2' x.093' STUDDED 046.E 1/4' -20 STUD t WIG NUT PANEL TO NeL r X CORECT1011 6063 -72 ANGLE 1/4' -20 STUD V/ NUT ! 6' 6C. V x 2' 2 .093' STUD ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Dpi r1DS DETA3 NAT DE USED OPIAT "1-AnJUAftQ �L j9 9r0. TIP CR 3077131 OF PANEL BY au. 20104 taAD * 72 Psn PRODUCT bBNTROL DIVISION BUILDING CODE COMPLANCE OFFICE ACCEPTANCE no.9.5-tY7/3.62, STORM PANEL BUILD —OUT y Lai h 0 M , r. 1 +At I "°' . 1[ L 6"••O la Orel � 3 6 STIICCG AI1D/Ot T.TV® x I2' x 3'x IA• 6063 -76 NA N TIDE x 3' r 3-7 Vr 606}76 ANGLE 3' xr x 1/4' 7-0' 6063 -T6 AWN AND.E 6' 6• 7 P 4 rt)