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MIAMI SHORES VILLAGE BUILDING DEPARTMENT / � 305- 795 -2204 ��i Building Inspection Request Date q \-7) 2 Time Type Insp'n karl6 /L°A Permit No. 4 C) 1"" d 7 6 Name (J0.5 , D6 AJ/ q s Address �' ,/ Company / 4 3� 1i-, Phone # /� a For Inspector: � Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT /C 305- 795 -2204 413 Building Inspection Request Date q \. R. Time Type Insp'n 1&/i / 4AA- / Permit No. //'' eB f 7 6 Name ( 705 `I Address J o � / 6 Ai/ 9 3 5 Company Phone # For Inspector: Name & Date Approved Correction Re- Insp'n Fee MIAMI•DADE /&jb q3 "' PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Cu., Inc. 671 West 18 Street Hialeah ,FL 33010 Your application for Notice of Acceptance (NOA) of: .xtcriur (:lazed Aluminum Fixed Window - Non- Impact & barge 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 M iami -Dade County Building Code Compliance Office (I3CCO) 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 nuu)ufacturer plant for quality control testing. 11. this product or material fails to .perform in the approved manner, BCCO may revoke, modify, or suspend the use or such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material rails 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 i'IIIs IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 12/13/2001 I'uOI111(11' CONTROI. DIVISION (305) 373.2902 FAX (305) 372.6339 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING COD)(: COMPLIANCE OFFICE \IETRO -UAt)L FLAGLER BUILDING 140 WI ?S'I' FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 - 29(11 FAX (305) 375. CON'IRACThit LICENSING Sl( "lION (305) 375 -2327 FAN (30 375.2555 (:ONTR:\( :FOR I•:NFOUcI• :. \tI :N r DIVISION (305) 375. FAN (305) 375 -200s Francisco tcisco .I. Quintana. R., \. Director Miami -Dade County 13uilding Code Compliance Office \ \s0450001 \pc2000\ \templates \notice acceptance cover page.dot Internet mail address: pustinasteru .buildingcudeunline.cun) Ilun)epagc: l)ttp: // % cudeunline.eunl • Yale Ogron Mfg. Co. ACCEPTANCE No.: 01- 0102.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS . DEC 1 3 2001 DEC 1 3 2006 1. SCOPE 1.1 This approves an aluminum fixed window system, as described in Section 2 of this Notice ul 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. I'RODLIC'l' DESCRIPTION 2.1 The Exterior Glazed Aluminum Fixed Window - Non- lmpact & Large f 1issilc 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 and scaled by Humayoun Farooq, P.E., bearing the Miami -Dadc County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Mianni -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 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 with 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 and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building pci..mit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies 01 the approved drawings, as identified in Section 2 of this Notice uI Acccptancc, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 4I,l,Ll1.�� fvlan el Perez, P.E. Product Product2ontrol Division rol Examiner • Yale Ogron Mfg. Co. 'ACCEPTANCE No.: 01- 0102.05 • 2 3 APPROVED EXPIRES DEC 1 3 2001 DEC 1 3 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and thc original submitted documents, including test- supporting data, engineering documents, are no older than eight (8) years. 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 Ruilding Code affecting the evaluation of Ihir product and the prod tct is not in compliance with the code changes. h. The product is no longer the same product (identical) as the one originally approved. c. If thc Acccptancc 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 prolcssion. 4. Any revision or change. in the materials, usc, and /or manufacture of the product or process shall automatically be cause for termination of this Acccptancc, unless prior written approval has been requested (through thc filing of a revision application with appropriate fcc) 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 Acccptancc 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 Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall he provided Io the user by the manufacturer or its distributors and shall be available I'm 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 Acccptancc. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE Man Per •z, P.E., Product Cont „ jI- xaminer Prod ' ontrol Division MATI'NIAI_: 11•.'l' ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANE. /SUI'I.II:I( /REMAI(KS 1 YE -60 4 WINDOW FRAME ALUMINUM 6063 -T5 2 - 4 GLAZING STOP ALUMINUM 6063 -T5 3 GE -2800 AS RE00. GLAZING COMPOUND SIUCONE - 3A VG 108W AS RE00. GLAZING TAPE (1/2" X 1/8') - VENTURE 4 #8 X 1' 2/ CORNER FRAME ASSEMBLY SCREWS - - c0 0 8 WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 II 1 11 1 1 r •p l il .!I I 1 II 1 11 4 4 ' T YPICAL ANCHORS SEE ELEV. FOR SPACING I I I I li li I�I Ii I1 11 1 11 I I I I It i • a . • a•:••:..•1•- • • eo c7 D. 0 J d • x N 2 x V1 1' TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 11. 11 11 1 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING GIA7INC (:1IANNr %CIO W NLOUIRED FOR 1/2' LAM. GLASS ONLY J IMPACT RESISTANT WINDOWS I METAL STRUCTURE 1/8" MIN. THICKNESS g # 10 S.M.S. • 0 12" 0 C. USE CHARTS FOR ANCHOR TYPE C 1BY OR 2BY - WOOD BUCK SEE MULLION APPROVALS FOR MUWON TYPE AND SIZE i TYPICAL i1uCHDRS - SEE ELEV FOR SPACING 11 11 11 tl _ METAL STRUCTURE 1/8" MIN. THICKNESS BY OR 2BY \WOOD BUCK F =� Engr. DR. HUMAYOUN FAR0l�0 STRUCTURES F IA 1'r j 1(15."7 OCT 2 2001 TYPICAL ANCHORS• SEE ELEV. FOR SPACING 1/4" 0 TAPCON$ (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO. 2BY WOOD BUCKS OR WOOD STRUCTURES 1-.3/4" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #l4 SMS OR 1/4" TEKS SCREWS INTO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH GE SILICONE SEALANT. D,L OPC. EXTERIOR WINDOW WIDTH 1 /4" MAX. SHIM TYPICAL ANCHORS r- SEE ELEV. FOR SPACING 's 711'I'I(I IVI (1 A1: CUA1I'1 YIN(. WI I 111I IL SOU I HrtL2IDA DUILUING CODE DATE BY n PROD ( ' •NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE A(CLPTAtICE NOO - 01 NZ. •O c O c O IS Gl 0 , 1 • _O n 1.1 0 0 U 0 Z co �1• lV J Q N O w C =M NI mI-rn 11 1 LI Z — ,i 3 ct ce 0 Q W Li )- J (0_ she 6 of n. 0 0 (0 ID N 0 T .0 v v a drawing no. W00 -53 IMPACT RESISTANT WINDOWS (SHUTTERS NOT REQUIRED) WINDOW DIMS. WIDTH 18" 24" 30" 36' 42" 48" 54" 60' 66" 77' 18' 24' 30" 36" 42" 46" 54' 60" 66' 72' 18" 24' 30' 36" 42' 48" 54 60' 66' 72' 18" 24 30' 36" 42' 48' 54" 60" 66" 72" 18" 24" 30" 36' 42' 48" 54' 60" 18' 24' 30' 36' 42' 48' 54' LENGTH 24" 36" 48" 60" 72' 84' DESIGN LOAD CAPACITY - PSF 5/16" LAM. ANN. GLASS EXT. ( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 f f,.7 70.0 70.0 70.0 65.5 57.4 51.0 45.1 40.8 37.1 33.1 70.0 70.0 61.0 51.0 54.1 49.0 44.4 40.4 70.0 70.0 49.3 44.2 40.4 70.0 66.7 43.3 33.1 70.0 62.4 40.3 INT. ( -) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 55.0 65.0 55.7 70.0 70.0 70.0 65.5 57.4 51.0 45.1 40.8 37.1 33.1 70.0 51.0 54.1 49.0 44.4 40.4 70.0 70.0 49.3 44.2 40.4 70.0 66.7 43.3 33.1 70.0 62.4 40.3 7/16" L.M. H.S. GLASS 1/4" LAM. H.S. GLASS EXT, ( +) 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 55.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 61.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 - 65.0 65.0 65.0 65.0 60.4 60.4 60.4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 60.4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 INT. ( -) 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 ._ 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 60.4 60.4 60.4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 60.4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 EXT. ( +) 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 _ 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 67.1 60.4 60.4 60.4 73.3 73.3 73.3 73.3 73.3 67.1 60.4 73.3 73.3 73.3 73.3 73.3 73.3 67.1 INT, ( -) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7 5.0 75.0 75.0 75.0 75.0 7 5.0 75.0 75.0 75.0 75.0 75.0_ 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 67.1 60.4 60.4 60.4 75.0 75.0 75.0 75.0 75.0 - - 75.0 - -- 67.1 60.4 75.0 75.0 75.0 75.0 75.0 75.0 67.1 WINDOV DIMS. WIDTH 18' LENGTH IMPACT RE 5/16" LAM. EXT. ( +) 70.0 24' 30' 36' 42' 48" 18" 24' 30' 36' 42' 18' 24' 30' 36" 18' 24" 30' 36" 18' 24" 30" 18' 24" 30" 96" 108' 114" 120' 132' 144' 59.0 36.1 55.3 55.3 48.6 48.6 43.0 43.0 34.6 28.6 SISTANP WINDOWS (SHUTTERS NOT REQUIRED) DES LOAD CAPACITY - PSF ANN. ('..ASS 1/2" LAM. H .S. INT. : -) INT. (-) EXT. (+) 70.) 59.) 36. 55, 55 48. 48 4,0 43 346 19 -1/8' 26 -1/2' 37" 53 -1/8" 19 -1/8" 26 -1/2' 37' 53 -1/8' 19 -1/8" 26 -1/2' 37' 53 -1/8' 19 -1/8" 26 -1/2' 37' 53 -1/8" 19 -1/8' 26 -1/2' 37' 53 -1/8' 19 -1/8' 26 -1/2' 37" 53 -1/8' 26" 38-3/8' 50-5/8' 57 63" 74-1/4" 70.0 70.0 70.0 67.2 70.0 70.0 61.3 53.0 70.0 68.2 47.7 43.5 70.0 61.4 41.8 70.0 59.5 38.0 70.0 54.1 31.0 28 6 7( 7( 7( 6; 7( 7( 6' 5: 71 61 4' 4 7 6 4 7 5 3 7 0 0 0 2 0 0 3 .0 .0 ,2 .7 .0 .4 .8 .0 .5 .0 1.0 1.1 .0 7/18" LAM. H.S. GLASS EXT. ( +3 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 n5 o 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 GLASS 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 - 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 71.6 73.3 73.3 68.2 73.3 73.3 73.3 68.2 73.3 68.2 INT. (-) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.6 75.0 75.0 75.0 68.2 75.0 75.0 75.0 68.2 75.0 75.0 75.0 73.3 73.3 68.2 ANCHORS FOR THIS PAGE TO BE #14 SMS 1/4" TAPCONS OR 1/4" TEKS SEE SHEET 6 FOR DETAILS WIDTH ANO LENGTH DIMENSIONS cAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. STRUCTURES RA. PE 16557 OCT 2001 APPROVED AS COMPLYING WITH THE - SOUTH FLORIDA BUILDING CODE BY ' ONTROL DIVISION tiUILUINU CUUL COMPLIANCE OFFICE 0 o rn o a. E5 e 0 0 a. 0 0 co 8 10 tNi 0 0 0 • • drawing no. MATERIALS UST ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPUER /REMARKS 1 YE -60 4 WINDOW FRAME ALUMINUM 6063 -T5 2 YE -42 4 GLAZING STOP ALUMINUM 6063 -T5 3 3A GE -1000 VG 1OtlW AS REOD. AS PLOD. GLAZING COMPOUND GLAZING 1APL (1/2" X 1 /tf) SILICONE - - VLNIUkL 4 18 X 1' 2/ CORNER FRAME ASSEMBLY SCREWS - - '1N00D BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 x 0 3. MIN. it :� . .' .. • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • 1 a .. , d x N t. TYPICAL ANCHORS SEE ELEV. FOR SPACING I! TYPICAL ANCHORS SEE ELEV. FOR SPACING v # 10 S.M.S. 0 12" 0.C. USE CHARTS FOR ANCHOR TYPE C 1 1BY OR 2BY WOOD BUCK NON IMPACT RESISTANT WINDOWS METAL. STRUCTURE 1/8' MIN. THICKNESS TYPICAL SEE ELEV I J�— SEE MULLION APPROVALS FOR MUWON TYPE AND SIZE ■CHARS 1 lll: MAC ING _ ME STRUCTURE 1/8 MIN. THICKNESS IBY OR 2BY VOOD BUCK - �7l Env: DR. HUTA4YOUN FAROOQ STRUCTURES FLA. PE 16557 nr.T 21noi TYPICAL ANCHORS: SEE ELEV. FOR SPACING ANCHORS TYPE 'A' (1/4" MAX. SHIM SPACE) #10 SM',5 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 - 3/8" MIN. PENETRATION INTO WOOD INTO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) ANCHORS TYPE 'B' (1/4" MAX. SHIM SPACE) 3116" 0 TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16" TEKS SCREWS INTO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) ANCHORS INTO MULLIONS (NO SHIM SPACE) # 10 SMS USE RESULTS OF ANCHORS TYPE '8'. SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH GE SILICONE SEALANT. i D.L. OPC. EXTERIOR WINDOW WIDTH 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING • APPROVED AS COMPLYING WITH THE coDE DD OUTh}�J.Q(IID; B IL BY 17:41 u M ZZ�� PROD T !NTROL DIVISION UUILUI ' COOL COMPLIANCL OFFICE ACCEPTANCE NO() -(\ 67 • OS- co b n rn to i0 0 0 0 0 z 0 w X J 0 w g 0 0 c O . v 8 N 0 0 0 J 0 U U z 8 z ( s • ( drawing no. W00 -53 sheet 4 of 6 , DESIGN LOAD CAPACITY - PSF WIN11OW I)IMS• 3/16" ANNEALED GLASS 3/16" TEMPERED GLASS AN(IIOI(S '1'11E: 'A' ANCHORS 'TYPE • U' ANC'IIOI(S TYPE 'A' ANCII01(S '1'1'1'E 'U' WIDTH LENGTH EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 18' 80.0 82.2 80.0 82.2 80.0 186.7 80.0 186.7 24' 61.7 61.7 61.7 61.7 80.0 140.0 80.0 140.0 30" 61.7 61.7 61.7 80.0 140.0 80.0 140.0 %h' 61.1 L1./ _61.7 61.7 M .7 80 0 120.0 80.0 140.0 42' 61.7 61.7 61.7 61.7 80.0 120.0 801'0 140.0 48' 24. 61.7 61.7 61.7 61.7 80.0 120.0 80.0 140.0 54' 59.5 59.5 59.5 59.5 80.0 120.0 80.0 135.0 60" 57.8 57.8 57.8 57.8 80.0 120.0 • 80.0 131.3 66 56.5 56.5 56.5 56.5 80.0 120.0 80.0 128.3 /2" 54.4 54.4 54.4 54.4 80.0 120.0 80.0 126.0 18' 80.0 82.2 80.0 82.2 80.0 160.0 80.0 186.7 24" 61.7 61.7 61.7 61.7 80.0 120.0. 80.0 140.0 30' 49.3 49.3 49.3 49.3 80.0 96.0 •., 80.0 112.0 36' 41.1 41.1 41.1 41,1 80.0 80.0 . 80.0 93.3 42' 36 . _ 41.1 41.1 41.1 41.1 80.0 80.0 80.0 93.3 48" 41.1 41.1 41.1 41.1 80.4_ 80.0 • ' 80.0 93.3 54' 41.1 41.1 41.1 41.1 80.0 80.0 80.0 93.3 60" 39.9 39.9 39.9 39.9 80.0 80.0 • 80.0 93.3 66' 35.9 35.9 35.9 35.9 80.0 80.0 80.0 93.3 77' _ 30.5 30.5 30.5 - 30.5 80.0 R0.0 80.0 93.3 1 n 15.'I 7■.9 75.9 75.9 80.0 180.0 80.0 172.3 24' 61.7 61.7 61.7 61.7 80.0 120.0 80.0 _ 140.0 30' 49.3 49.3 49.3 49.3 80.0 96.0 80.0 ' 112.0 38' 41.1 41.1 41.1 41.1 80.0 80.0 80.0 93.3 42' 35.2 35.2 35.2 35.2 80.0 68.6 • 80.0 80.0 48' 4R . 30.8 30.8 30.8 30.8 70.0 60.0 70.0 70.0 •,4' 10 11 511 11 3(1 8 t0 R 70 0 80.0 70.0 70.0 60' - - - 70.0 60.0 70.0 70.0 66' - - - - 70.0 60.0 . 70.0 70.0 72' - - - - 70.0 60.0 70.0 70.0 18' 72.5 71.5 7 2.5 7 ?.5 80.0 160.0 80.0 164.7 24' 57.8 57.8 57.8 57.8 80.0 120.0 80.0 131.3 30" 43.5 43.5 43.5 43.5 _ 80.0 96.0 80.0 _ 112.0 - 36" 39.9 39.9 39.9 39.9 80.0 80.0 80.0 93.3 42' 35.2 35.2 35.2 35.2 80.0 68.6 80.0 80.0 48' 60 " - - - - 70.0 60.0 70.0 70.0 54' - - - - 62.2 53.3 62.2 82.2 60' - - - - 56.0 48.0 56.0 56.0 fib' - - - - 56.0 48.0 56.0 56.0 72' - - - - 56.0 48.0 56.0 56.0 18' 70.5 70.5 70.5 70.5 80.0 160.0 80.0 160.0 24' 54.4 54.4 54.4 54.4 80.0 120.0 80.0 126.0 30' 37.8 37.8 37.6 37.8 80.0 96.0 - 80.0 - 80.0 108.1 - 93.3 38' 30.5 30.5 30.5 30.5 80.0 80.0 42' 72 _ _ _ - _ _ - - - 80.0 68.6 80.0 80.0 48' __ - - - - 70.0 60.0 70.0 70.0 54' - - - - 62.2 53.3 62.2 62.2 80' - - - - 56.0 48.0 58.0 58.0 18' 69.1 69.1 69.1 69.1 80.0 156.8 80.0 156.8 24' 51.7 51.2 51.2 51.2 120.0 80.0 122.5 Nr 11 1 t t 1 -- - 31. 1 .1 1 1 _ _ nn n - - o6 .n • - 110.0 107.3 36' 84' - - - - 80.0 80.0 • 80.0 89.1 42' - - - - 80.0 68.6 80.0 80.0 48' - - - - 70.0 60.0 • 70.0 70.0 54' - - - - 62.2 53.3 62.2 62.2 WIDTH 18' 24' 30' 36' 42' 48" LENGTH 96' W1N 18' 24' 30' 36' 42' 18' 24' 30' 36' 18' 24' 30' 36" 18' 74' 30' 18' 24' 30' 108' 114' 120' 132' 144' AN( 1101(5 'I'YI' 'A' ANCIIOI(S TYPE EXT. ( +) INT ( - 59.5 5 48.5 4 .5 45.7 4 45.7 3`'.0 28.8 23.2 19 -1/8' 26 I/2' 37' 53 -1/8' 19 -1/8' 26 -1/2' 37' 53 - 1/8' 19-1/8' 26 -1/2' 37' 53-1/8' 19 -1/8' 26 -1/2' 37' 53 -1/8' 19 -1/8' 26 -1/2' 37' 53 - 1/8' 19 -1/8' 26 -1/2' 37' 53 -1/8' 28' 38 -3/8' 50 -5/8' 57' 63' 74 -1/4' 77.4 56.9 56.5 77.3 55.8 40.0 38.6 71.6 55.8 40.0 29.2 69.7 53.1 40.0 68.4 48.4 37.2 66.6 44.8 ES1GN LOAD CAPACITY - PSF 3/16" ANNEALED GLASS .7 41.7 40.3 4 .3 40.3 4 .3 ! 8 6 .4 .9 9 .5 .3 8 .6 8 0 2 .7 7 Lu 4 6.6 4.8 EXT. ( +) INT. ( -) 59 5 48.5 48.5 45.7 45.7 45.7 45.7 40.3 40.3 40.3 40.3 35.8 35.8 28.6 28.6 :3.2 23.2 77.4 56.9 5(3.9 56.5 77.3 55.8 40.0 38.6 71.6 55.8 40.0 29.2 69.7 53.2 40.0 68.4 48.4 37.2 66.6 44.8 77.4 56.9 56.9 56.5 77.3 55.8 40.0 38.6 71.6 55.8 40.0 29.2 69.7 53.2 40.0 68.4 48.4 37.2 66.6 44.8 3/16" TEMPERED GLASS ANCHORS TYPE 'A' EXT. ( +) 80.0 80.0 80.0 80.0 76.8 70.0 80.0 80.0 80.0 80.0 70.4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.6 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 66.4 80.0 80.0 00.0 63.2 80.0 80.0 80.0 80.0 80.0 63.2 INT. (-) 154.5 120.0 96.0 80.0 611.6 60.0 152.7 • 118.1 96.0 80.0 68.6 152.0 117.4 96.0 80.0 143.2 116.7 96.0 79.6 114.4 114.4 94.8 92.8 92.8 92.8 175.7 129.2 110.8 110.8 150.6 108.7 77.8 75.0 • 150.6 • 108.7 77.8 . 56.9 150.6 108.7 1/.0 54.2 150.6 108.7 77.8 54.2 150.6 108.7 77.8 54.2 ANr1IORS TYPE 'F1' EXT. ( +) 80.0 80.0 80.0 80.0 76.8 70.0 80.0 80.0 80.0 80.0 70.4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.6 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 66.4 80.0 • 80.0 00.0 63.2 80.0 80.0 80.0 63.2 80.0 63.2 80.0 . 80.0 80.0 63.2 • INT. ( -) 154.5 120.0 99.6 86.2 76.11 70.0 152.7 118.1 97.5 • 84.0 70.4 152.0 117.4 96.7 80.4 143.2 116.7 96.0 79.6 114.4 1 14.4 • 94.8 02.8 92.8 92.8 175.7 129.2 1 29.2 128.3 175.5 126.8 90.8 87.6 162.4 126.8 GO,fl 68.4 158.3 123.9 LU.1) 63.2 155.3 120.4 90.8 63.2 151.2 1 15.8 .- . 90.7 63.2 NON IMPACT RESISTANT WINDOWS MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SIIUTTERS REQD. ANCHORS FOR THIS PAGE TO BE #10 SMS 3/16" TAPCONS OR 3/16" TEKS SEE SHFFT 4 FOR DETAIL -S J L W NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY ti SHOWN AIJOVE. nrronvrn AS COMP' YING WITII THE :,U0 111�u)tIUA UUII -DING GUUL DA U 2Q O 1 - BY PRODU' T ' NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Q' CD,' Engr. UR. RU1/AYOUN FAR000 S !RUC 1URES FLA. PE / 16557 OCT 2 2001 �j (n F, lal O L' 1 d O R: O (n U E. M 0 o :i« ■ co v) O 4-1 W (f) 0 1 in a 5 c 0 N ' v 7 H 0 y 0 0 0 ID I '4 tO N 0 0 d t. t ) A I 0 (1 a 0 0 k a 5 drawin9 no W00 -53 (sheet 3 of 6j GI A /IN(; '_,ILICUNE GL' • 1000 OR — IAI'I VI 11111141 V1; 11)IIW 3/16" ANN. GLASS OR 3/16" TEMP. CLASS 3/16" ANN. NON IMPACT MIAMI DADE COUNTY FOR AI.I. OR 3/16" TEMP. RESISTANT GLASS APPR'D SHUTTERS REQD. INSTALLATIONS SIUCONE GE 2800, 1/8" ANN. GLASS .090 SOLUTIA SAFLEX IIIG PVI1 INILRLAYLK 1/8" ANN. GI A`;S SILICONL GE 2800 5/16" OVERALL LAMINATED IMPACT RESISTANT GLASS SHUTTERS NOT REQD. .G LAZING OPTIONS SIUCONE GE 2800 3/16" H.S. CLASS .090 SOLUTIA SAFLEX IIIG PVD INICRLAYC 3116" H.S. GLASS SILICONE GE 2800 7/16' OVERALL LAMINATED IMPACT RESISTANT GLASS SHUTTERS NOT REQD. .070 HCSIN UY G1A SIAM 3/16" H.S. GLASS SILICONE GE 2800 #10 X 1" SMS AT 14 -1/2" 0.C. CIRCULAR WINDOWS SIUCONE GE 2800 3/16" H.S. GLASS .070 RESIN BY GLASSLAM .010 POLYESTER INTERLAYER uu II II I ■ 1/2" OVERALL LAMINATED IMPACT RESISTANT GLASS SHUTTERS NOT REQD. Lnyr. DR. NUWJ;,ODU FAROOQ STRUCTURES FLA. PE / 16557 OCT 2 2001 _ WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS l',_Il.I?l■ LLB LL: POLYESTER LAYER 0.700" OVERLAP WELDED JOINT AT ENDS OPTIONAL CORNER APPROVED AS COMPLYING WITII THE SOUTHILQ jDA BUILDING CODE DA U AIM 1'111)1111' I I;GN71IrI 111V1';I0N , BUILDING CODE COMPLIANCE OF1 ACCEPTANCE NOQ\ Q \CYZ. [t`' z w O ° E� u W 0 Ce a O (r) st w �- C3�' Q r1 CL N vi C O Lo O ivg if; c 0 U) •> CN :G o 0 n N LL) N 0 0 a I (o N in 0 3 0 2 O 0 c c 0 n D u E rn m � 0 0 0 c 0 0 0 ( ) 6 drawing no. W00 -53 (s eet SURI ACE APPLIED FALSE MUNTINS OI'IIONAI D WINDOW LENGTH ii WINDOW LENGTH A 17 MAX. AT HEAD /SILL 3/16" ANN. GLASS 3/16' TEMP. CLASS OR 5/16" LAM. ANN. CLASS 7/16" LAM. H.S. GLASS - - 1/2" LAM. H.S. CLASS - -f1 WINDOW WIDTH TYP)CAL ELEVATION W J L • WINDOW WIDTH__ WINDOW LENGTH 6" MAX. HEAD /SILL CORNERS L • WINDOW WIDTH USE LENGTH AS THE LONGER DIMENSION AND WIDTH AS THE SHORTER DIMENSION TO ENTER CHARTS. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN DE VFRIFIFO RY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS . .)IUWN IN DUI I LU LINL, ANU UNINNING ALLUWAULL LOAD IHUM 11IOT.L !MAI'L',. NQN _I }.PACT RESISTANT WINDOIIS GLAZED NITH 3/16" ANNEALED OR TEMPERED GLASS MIAMI D DE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED SEE SHl ETS 2, 3 AND 4. I.ARC GLAZED SHUTTEf SEE SH MISSILE IMPACT RESISTANT WINDOWS • WITH 5/16 ", 7/16" OR 1/2" LAMINATED GLASS S NOT REQUIRED .ETS 2, 5 AND 6. Engr. DR. HUMAYOUN FAR000 STRUCTURES Fla. PE f 105 °7 • OCT 2 7.001 } .750 WINDOW FRAME -1 .750 r - -.050 TYP. .d L Iu . I .971 --1 GLAZING STOP NON IMPACT GI ASS 1 - 1.000 - .750 - --.058 GLAZING STOP IMPACT GLASS NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. APPROVED AS COMPI YANG WII II TI SOU IN I l tiUILl�jtyl .J;OUL 8 D y A O. PROD T C. TROL DIVISION BUILDI CODE COMPLIANCE OFFICE ACCEPTANCE NO \ OZ •C co rn 0 C csi tn E-� c4 0 U O a. 1 O N U w O w 0 s Q CL U ) c N cc 4, wN 1 � -.I z cvg 1" 0 1•, in 0 0 J Q CL 3 n u c 0 0 0 N , e 0 N 1. r a b L C 3 drawing no. WOO -53 (sheet - 1 of ' 6 ) Y .677 .623 .062 2.139 1 1.600 1.327 2.964 FRAME 1.295 -- 260 1.152 -- I 1.265 1.702 .062 .837 1.775 --I .349 VENT 1.344 .266 --1 1.--- IMPOST .545 . 561 817 .755 1 _171 — d .260 --- 1- GLAZING BEAD Y fl i PLASTIC END CAPS /#10 x 1/2' FH THREAD CUTTING SCREWS BUTT HINGE ST. STEEL PIN 4.484 • 4.684 ' r IMPOST COPING APPR SOUTH OAT AS COMPLYING WITH TIE OA OUILDINO CODE CULT 2-S 2c .r.> PAOOUCT COWTROt o1'vSON WAIN. C CO9E 6,41PLANOE OFFICE ACC£FTANCE NO. 01-0_,F14-07 FRAME CORNER VENT CORNER Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 C 0 0 w c w V) in 0 N . G, c 0 4 a c U N 0, .n v 0 v 0 C • i5 • 8 • 0 e In I O1 t0 N 0 n 0 1 N N • a 0 0 Z O 0 O c U (N I I L- Z CO O N CD 0 wT i W J � cr) 6 drawing no. WO1 - 52 (sheet 5 of 5 III An /Sll L CORNERS ' a 1- 6" MAX. TYP. AT HEAD AND SILL ENDS 1 ANCHOR AT EACH SIDE OF IMPOST 2 ANCHORS AT EACH SIDE OF IMPOST SEE CHART FOR CAPACITIES 11 1/4' 2 1/2' In 1/4' MAY D.L. OPG. • 35 5/8" MAX. VENT WIDTH 1/8' HEAT STREN'D GLASS .070 SAF -CLASS r PVB INTERLAYER -1/8' HEAT STREN'D GLASS SILICONE 5/16" TIIICK NOMINAL IMPACT GLASS LAMINATED BY SECURITY IMPACT GLASS SHUTTERS NOT REQUIRED r- - 74" MAX. WINDOW WIDTH TYPICAL ELEVATION winnow' IIrTn ,1r.• TIT. RLUUIFL 1 LATCH ONLY W 1- N N 1 J 12 3/4" MAX. HEAD /SILL BUTT HINGES OPTIONAL WINDOWS UPTO 38 -3/8' HTS. REQUIRE 2 HINGES ONLY o m 0 in in GLAZING OPTIONS a O .130 GLASSLAM PVB INTERLAYER SILICONE i0 1/8" HEAT STREN'D CLASS -1/8" HEAT STREN'D CLASS 5/16" THICK NOMINAL IMPACT GLASS LAMINATED BY UNITED GLASS LAMINATING INC SHUTTERS NOT REQUIRED a: F- i N 1 /t3' HEAT STREN'D GLASS .090 SAFLEX /KEEPSAFE MAXIMUM PVB INTERLAYER -1/8" HEAT STREN'D CLASS TF:ICK NOMINAL IMPACT CLASS 5 /16 L.MINATED BY ARCH ALUM SHUTTERS NOT REQUIRED SIUCONE NOTES: 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL DE BEYOND WALL DRESSING OR STUCCO. Engr: DR. HUMAYCUN FAR000 STRUCTURES FLA. PE ' 16557 . FP 1 8 2001 APPROVED AS COSAPLYWG Y1RG4 T11E 80111M FLORIDA BUILDING 000E DATE ocTTodE/Z 2— � BY I S to c • &J -\ w PRODUCT COL DIVISION 3UI LDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. al -O 8 ((-{ • p7 0 0 z 1- z W C.) -J 0 0 Tn W a: v) 0 4) \i 0 • 0 r (N a a. 0 0 1 U z 0 In v r .0 4 2. O 0 0 1 drawing no. W01-52 (sheet 1 of 5 CENTER HINGE BOT. HINGE VENT HEIGHT 67 1/4" MAX. 5, 1 1 1 1 1 1� 6', 6 f L . GLOSS / / / ttALL I Al \ \ 1 ;1 , ` \ 1 1 1 1 ‘t: — I I 1 1 \ • I I 1 ` 1 1 I I 11 11 \ 1 . / / `\ 11 �%/ j1 // 1 1 / 1 1 I 11 I 1 I I / 1 1 I I I / / 1 � _ / 1 �i Il / I / D.L OPG. I 1 1 / // \\ \ \41 1 1 1 I I //j 1 �1 �%/ 1 11 1 1 1 1 \ 1 1 1 \` 1 II 1� 1 1 \ \ \ " l ri1� , ¢r1%. III An /Sll L CORNERS ' a 1- 6" MAX. TYP. AT HEAD AND SILL ENDS 1 ANCHOR AT EACH SIDE OF IMPOST 2 ANCHORS AT EACH SIDE OF IMPOST SEE CHART FOR CAPACITIES 11 1/4' 2 1/2' In 1/4' MAY D.L. OPG. • 35 5/8" MAX. VENT WIDTH 1/8' HEAT STREN'D GLASS .070 SAF -CLASS r PVB INTERLAYER -1/8' HEAT STREN'D GLASS SILICONE 5/16" TIIICK NOMINAL IMPACT GLASS LAMINATED BY SECURITY IMPACT GLASS SHUTTERS NOT REQUIRED r- - 74" MAX. WINDOW WIDTH TYPICAL ELEVATION winnow' IIrTn ,1r.• TIT. RLUUIFL 1 LATCH ONLY W 1- N N 1 J 12 3/4" MAX. HEAD /SILL BUTT HINGES OPTIONAL WINDOWS UPTO 38 -3/8' HTS. REQUIRE 2 HINGES ONLY o m 0 in in GLAZING OPTIONS a O .130 GLASSLAM PVB INTERLAYER SILICONE i0 1/8" HEAT STREN'D CLASS -1/8" HEAT STREN'D CLASS 5/16" THICK NOMINAL IMPACT GLASS LAMINATED BY UNITED GLASS LAMINATING INC SHUTTERS NOT REQUIRED a: F- i N 1 /t3' HEAT STREN'D GLASS .090 SAFLEX /KEEPSAFE MAXIMUM PVB INTERLAYER -1/8" HEAT STREN'D CLASS TF:ICK NOMINAL IMPACT CLASS 5 /16 L.MINATED BY ARCH ALUM SHUTTERS NOT REQUIRED SIUCONE NOTES: 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL DE BEYOND WALL DRESSING OR STUCCO. Engr: DR. HUMAYCUN FAR000 STRUCTURES FLA. PE ' 16557 . FP 1 8 2001 APPROVED AS COSAPLYWG Y1RG4 T11E 80111M FLORIDA BUILDING 000E DATE ocTTodE/Z 2— � BY I S to c • &J -\ w PRODUCT COL DIVISION 3UI LDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. al -O 8 ((-{ • p7 0 0 z 1- z W C.) -J 0 0 Tn W a: v) 0 4) \i 0 • 0 r (N a a. 0 0 1 U z 0 In v r .0 4 2. O 0 0 1 drawing no. W01-52 (sheet 1 of 5 CENTER HINGE BOT. HINGE DESIGN LOAD CAPACI'T'Y - I'SF FOR ( X ) SIZES WINDOW DIMS. WIDTH 19 -1/8" 26 -1/2" 37" 19 -1/8" 26 -1/2" 37" 1n -1/8" 26 -1/2" 37" 19 -1/8" 26 -1/2" 37" 19 -1/8" 26 -1/2" 37" 12" 18" 24" 30" 36" 12" 18" 24" 30" 36" 12" 18" 24" 30" 36" 12" 18" 24" 30" 36" 12" 18" 24" 30" 36" HEIGHT 26" 38 - 3/8" 50 -5/8" 63" 74 -1/4" 24" 3I)" 413" 60" /2" 2 2 2 3 3 3 4 4 4 5 5 5 6 6 6 2 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 6 6 5/16" LAM. GLASS EXT. ( +) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1NT. ( -) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 66.0 75.0 75.0 75.0 75.0 75.0 . 75.0 75.0 75.0 75.0 75.0 75.0 66.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES WINDOW DIMS. WIDTH HEIGHT 37" 53 -1/8" 74 ". 37" 53-1/8" 74" 37" 53 -1 /8" 74" 37" 53-1/8" 74" 37" 53 -1/8" 74" 24" 36" 48" 60" 72" 24" 36" 48" 60" 72" 24" 36" 48" 60" 72" 24" 36" 48" 60" 72" 24" 36" 48" 60" 72" N - NO. OF ANCHORS PER JAMB 26" 38 - 3/8" 50- 5/8" 63" 74 -1/4" 24" 36" 48" 60" N 2 2 2 3 3 3 4 4 4 5 5 5 6 6 2 2 2 2 2 3 3 3 75.0 75.0 75.0 75.0 75.0 75.0 3 3 4 4 75.0 75.0 73.3 73.3 4 4 4 5 5 5 5 5 6 6 6 5/18" LAM. GLASS 1 ANCHOR AT EACH SIDE OF IN POST EXT. ( +) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 73.3 61.1 71.0 55.0 44.1 58.7 44.9 35.2 75.0 . 75.0 75.0 75.0 75.0 1NT. ( -) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 73.3 61.1 71.0 55.0 44.1 58.7 44.9 35.2 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 66.0 67.2 67.2 -75.0 75.0 63.0 63.0 53.8 53.8 48.0 48.0 75.0 75.0 64.0 64.0 50.4 50.4 42.4 42.4 37.3 37.3 ANC11010 AT EACH S OF IMPOS EXT. ( +) 1N" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.4 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 /5.0 75.0 74.7 7 ; (-) r.0 7 5.0 1.0 5.0 5.0 5.0 5.0 5.0 5.^ 5.0 5.0 5.0 5.0 0.4 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 75.0 56.v 7F.0 75.0 75.0 75.0 75.0 75.0 15.0 75.0 75.0 75.0 7 `i.0 /50 74.7 x 8 z • • WINDOW W. X w x 8 z • WINDOW WIDTH XX APPROVED CONFIGURATIONS Engr: OR. HUMAYUUN FANWU STRUCTURES FLT. PE / 16557 WANED AS COMPLYING AfTH Tlt%: 80iJTH FLORIDA GU7LOINO CODE DA G'GT ZS 2 I m, - FpOOU r coerkx DIVISION BUILUIN6 -CODE COMPLIANCE OFFICr ACCEPTANCE NO.. 0( -O fr/ it . N c 0 ' v • 0 0 z s z - U z w Z w - 0 co O V N m 1 v o • LA 0 ,o z� 8 a _ ri � C7 N i in I p �,1 N 3 i2, W ›- (13 nl 0 "D 0 ,c 0 0 • 0 a C drawing no. WO -52 (sheet 2 of _5 u 0 #7 X 1/2" F.H SMS. 2 PER HINGE #7 x 5/8" F.H. THREAD CUTTING SCREWS 2 PER HINGE TYPICAL ANCHORS SEE ELEVS. FOR SPACING •0 o TYPICAL ANCHORS SEE ELEVS. FOR SPACING 4 4. e ; 18Y OR 2BY WOOD BUCKS In TYPICAL ANCHORS _ SEE ELEVS. FOR SPACING TYPICAL ANCHORS — SEE ELEVS. FOR SPACING METAL :.11■tIC1lIHC'i (STEAL OR ALUM. 1/8" MIN. THICK) STEE FY 36 KSI MIN. ALU Nu M 60 -T5 MIN. BY OR 2BY +IOOD BUCK • WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSE() LJY GLAZING 5Y:i1EM AND 1I <ANS1 CIt THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; 1/4" TAPCON$ INTO WOOD BUCKS OR WOOD STRUCTURE 1 MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR 1/4" SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) OR ALUMINUM MULLIONS (HOLDING A VALID NOA.) Engr. DR. HUMAYOUN FAROOO STRUCTURES FU- PE / 16557 SEP 1 8 2001 SEE ELEV. FOR SPACING SEALANTS: FRAME CORNERS EXTERIOR SEAMS SEALED WITH SILICONE VENT AND FRAME CORNERS SEALED WITH SEALANT. !.L'14 t 1R � 11,x', t CK.t 1 •l Y l lll; voile TIC . *JTH FLORIDA BUILDING CODE DATE G <_ T 2-S -t D I er PRooucr carrROt OMS�Oi,I BUILDING CODE dOMPUAnOE OFFICE ACCEPTANCE NO. C 11- z 0 0 0 0 0 0 0 w 2 Z W 0 U 0 O N 't cc r- • �, S t'.' M al j •1. ,� 1 . a1ce N Z � _ w J E N 5 (U Z co I tp N Ui 0 - -) 0 4 • N 0 r 0 a 0 0 0, drawing no. W01 -52 sheet 3 of 5 ITEM PART I1 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLER /REMARKS 1 YE -1401 4 FRA.IF VLN1 6063 -T5 OUG 5 In 6063 -T5 - - - - 4 5 c'd r • n J I YE - 1402 . 4 - YE -1404 1 CENTER POST , ,r 14o - AS READ. GLAZING BEAD 6063 -T5 - 18 x 1' AS READ. FRAME AND VENT ASSEMBLY SCREWS - - 6 YH -1409W AS READ. BULB WEATHERSTRIPPING VINYL SULUVAN & SULLNAN 7 YH -920 AS RFQO. LEAF WEATHERSTRIPPING 2 LIAR HINGE. AT 1OI' ANL) ,U4411UM VINYL .,ILLL SULLIVAN & SULLNAN 8 30744 2/ VLN1 IRUIH • 8A YH - 3/ VENT c -BUTT HINGES (ALT. TO BAR HINGES) - ATTACHED W/ (6) 110 X 1/2" FH SCREWS 9 10 _ - 2/ VENT FACE MOUNT LOCK STEEL TRUTH, AT 13 -1/2" FROM BOT. & 17 -1/2" FROM TOP - 2/ VENT LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL YALE, AT 13 -1/2" FROM BOT. & 17 - 1/2" FROM TOP 11 - 1/ VENT ROTO OPERATOR STEEL TRUTH, AT 12" FROM ENDS 12 YH -1411 1/ CORNER FRAME CORNER KEY VENT CORNER KEY - - YALE 13 YH -1408 1/ CORNER ULCO 4 1BY OR 2BY w000 BUCK r 10Y OR 70Y _ WOOD BUCK TYPICAL ANCHORS - SEE CHARTS & ELEV. FOR SPACING TYPICAL ANCHORS SEE CHARTS & ELEV. FOR SPACING 1/2" X 7/8" X 1/8" 2 -3/4" LONG SNUBBER ANGLES AT 12" FROM HEAD /SILL AND AT MIDHEIGHT EXTERIOR D.L OPG. VENT WIDTH WINOC)W WIOfI VENT WIDTH 110 X 3/4" SMS 2 PER ANGLE SINGLE VENT WINDOWS 1/4" SHIM MAX. © © 0 • • EXTERIOR WINDOW WIDTH •r�� DUAL VENT WINDOWS •a 0 pi v 011 o 0 O.L. OPG. D.L. OPG. WIDTH BUTT HINGES OPI IONAL 'I — v=i Zig cp At e 'TYPICAL ANCHOR —SEE CHARTS a & ELEV. FOR SF a :IN;; VENT 1/4" SHIM MAX. SEE MUWONS APPROVAL FOR "61UWON TYPE AND SIZE WINDOW WIDTH TYPICAL ANCHORS - SEE CHARTS • & ELEV. FOR SPACING MULLIONS TO HAVE THEIR OWN N.0.A. 110 X 1/2" FH THREAD CUTTING SCREWS 3 PER HASP Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE / 16557 SEP 1 8 2001 #10 SMS SEE CHARTS & ELEV. FOR SPACING WINDOW WIDTH ✓tU.L`, ( .L..41 1 L1114Ci VAT 11 tilt GUTFi FLc KDA OUK,OWG COOE DATE j T 2. , _00I ►'ROIJUCT CONIU0l DIVISION BUILUNG COVE domPLIANGE OFFICE ACCEPTANCE NO. ,_I — OSa,pJ z Z W 0° C O 0 . 1 I 8 1 E 'I U d ° 04 r) O V) lv ' O z C3f o 5 «4. o n r r1 n w U '1 `` cl vvv� ll (1 ) ♦ �'1 W - 0 hi b N N c 0 o. 0 rn T .0 O I, 2 0 1 1 drowing no. WO1 -52 sheet 4 of 5 305) 262-697E M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yalc Ogron Manufacturing Co., Inc. 671 Wcst 18 Strcct Hialeah ,FL 33010 I'RODUCI' CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of: Scrics 800 Aluminum Awning Window 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- 0607.02 EXPIRES: 09/17/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 08 /09/2001 \\ s045000 \pc2000\\templates\notice acceptance cover page.doc Internet mail address: p ostmaster @buildingcodeonline.com .4 .i MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER I3UILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRAC. I OR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com i r COMPARATIVE ANALYSIS CHART AWNING TYPE WINDOW SERIES -8D0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. NUMBER OF VENTS NUMBER OF ANCHORS /JAMB DSB- ANNEALED GLASS WIDTH HEIGHT EXT. INT. 19 -1/8' 26 -1/2' 37' 53 -1/8 26' 2 2 63.3 75.0 2 2 63.3 75.0 2 2 63.3 75.0 2 2 51.0 51.0 19 -1 /8' 26 -1/2' 37' 53-1/8 38 -3/8' 3 3 63.3 75.0 3 3 63.3 75.0 3 3 63.3 75.0 3 3 50.1 50.1 19 -1/8' 26 -1/2' 37' 53 -1/8 50 -5/8' 4 4 63.3 75.0 4 4 63.3 75.0 4 4 63.3 75.0 4 4 49.8 49.8 19 -1/8' 26 -1/2' 37' 53 -1/8 63' 5 5 63.3 75.0 5 5 63.3 75.0 5 5 63.3 75.0 5 5 49.5 49.5 19 -1/8' 26 -1/2' 37' 53 -1/8 74 -1/4' 6 5 63.3 75.0 6 5 63.3 75.0 6 5 63.3 70.8 6 5 50.0 49.3 BASED ON FTL -1827 DATED 12 -30 -97 TEST SIZE = 53-1/8" X 74-1/4" (6 VENTS) TEST LOADS = +75.0, -75.0 PSF DESIGN LOADS = +50.0, -50.0 PSF WATER INFILTRATION TEST = 9.5 PSF TESTED GLASS = DSB - ANNEALED NON- IMPACT RESISTANT WINDOWS MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQD. - FOR ALL INSTALLATIONS. 5" MAX. TYP. 0 HEAD & SILL Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 53 1/8" MAX. WINDOW WIDTH 52 3/8" MAX. VENT WIDTH 49 1/4" MAX. I D.L. OPG. 21 1/2" MAX. TYP. -- DSB i % / i \\ i i ! / i \ \ --- j / // \ i i / ... \ TYPICAL ELEVATION SEE CHART FOR NO. OF ANCHORS NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO fOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. APPROVED AS COMPLYING INITH THE DA SOUTH F QA I DIP CODE BY PRODU T CO ROL DIVISION BUILDI _ • 'DE COMPLIANCE OFFICE ACCEPTANCE NO. O I'D ,O ?. a2 8 N j co co 01. t O O U3 ▪ a o O O N N U uJ .- o Z r7 C7 0 > < co v C4 to 0 N L". T 1 n Q r') g J <46 :I'm ) 0 z 3 0 0 w w ) 0 0 v N 0 a) 0 (1) b 4 i 0 x m vi N CO tek Z 5 0 K 0 0 0 s 0 0 ) m. rn n 0*. 0 Z ID (0 - I 03 03 0 tl 0 n 0 , u ) drawing no. W98 -21 (sheet 1 of 4 29 / 0 / rl n • a 31 II . TYPICAL. ANCHORS SEE ELEV. FOR SPACING 4 4. • 4, TYPICAL ANCHORS SEE ELEV. FAR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANCHORS: 3/16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. WOOD PENETRATION THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. MASONRY EMBEDMENT SEALANTS: FRAME CORNERS AND VENT CORNER SEAMS TO BE SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. DOUBLE STRENGTH ANN. (1/8') GLASS VENT TOP /BOTTOM VENT JAMB EXTERIOR GLAZED WITH ROLL FORMED ALUMINUM GLAZING BEAD AND 'SCHNEE MOREHEAD 5555' ADHESIVE BEDDING COMPOUND 1 BY OR 2 BY WOOD BUCK 0 C m Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE 11 16557 G .230 MAX. GLASS BITE APPROVED AS COMPLYING WITH THE SOUTH F�QP,IpAdU�01t OA o{ BY 41i� j((A� L PROM CO t• ROLOMSION BUILOIN ODE COMPLIANCE OFFICE (.CCE{�7ANCE N �O. 1M - 0.66 7. 02- z z' w o U A 0 O o O v, U w o ar Z p 5Q W wNn 1 Z N " N M C ) m • o o , 0 N c drawing no. W98 -21 sheet 2 of 4 ITSY / PART # QUANTITY DESCRIPTION YATZ IAL 1IANF. /SLTPPIIIR 1 YE -5 1 FRAME HEAD ALUM. (6063 -T5) TIFTON OR EQUAL 2 YE -1 l /VENT VENT TOP ALUM. (6063 -T5) TIFTON OR EQUAL 3 YH -818 1 /VENT BULB VEATHERSTRIPPING (.155 X .265) VINYL VIBORG OR EQUAL 4 YH -817 1 FRAME HEAD WEATHERSTRIPPING (.150 X .200) VINYL VIBORG OR EQUAL 5 - AS REGD. GLAZING BEAD ROLL FORMED ALUM. FLORIDA SCREEN 6 YE -2 1 /VENT CENTER 6 TOP VENT BOTTOM ALUM. (6063 -T5) TIFTON OR EQUAL 7 YE -14 1 BOTTOM VENT BOTTOM ALUM. (6063 -T5) TIFTON OR EQUAL 8 YE -4 1 FRAME SILL ALUM. (6063 -T5) TIFTON OR EQUAL 9 YE -3 2 /VENT VENT JAMB ALUM. (6063 -T5) TIFTON OR EQUAL 10 YE -18 2/VENT VENT HINGE ALUM. (6063 -T5) YALE OGRON FAB. 11 YH -819 2 /VENT VENT LOCKING PIN ALUM. PAN - AMERICAN 12 YE -8 2 /VENT HINGE LINK ALUM. (6063 -T6) YALE OGRON FAB. 13 YH -811 1 /HINGE HINGE LINK RIVET ALUM. PAN - AMERICAN 14 YH -809 2 /VENT SLIDE BAR RETAINER NYLON M 1 M PLASTICS 15 YE -10 2 FRAME JAMB ALUM. (6063 -T5) TIFTON OR EQUAL 16 YE -6 1 /JAMB SLIDE BAR ALUM. (6063 -T6) YALE OGRON FAB. 17 YH -806 2 /WINDOW CONNECTING LINK RIVET ALUMINUM PAN - AMERICAN 18 YH -805 AS REQD. 'E' RING ARC STEEL INTERSTATE SCREW 19 YH -810 2 /VENT CAM LOCK ZINC DIE CAST SOUTHERN DIE CAST 20 YE -59 1 /BAR CONNECTING LINK ARM ALUM. (6063 -T5) YALE OGRON FAB. 21 YH -808 1 /BAR SLIDE BAR BOTTOM PIN ALUMINUM PAN - AMERICAN 22 YH -815 1 ATV OFFSET ANGLE OPERATOR (LH OR RH) ZINC DIE CAST SOUTHERN DIE CAST 23 YH -803 2 CROSS SHAFT ARM ZINC DIE CAST SOUTHERN DIE CAST 24 YH -801 2 CROSS SHAFT BEARING NYLON M 6 M PLASTICS 25 YH -826 1 CROSS SHAFT STEEL GALVANIZED 26 YF -6 AS REQD. SCREV * 10 X 5/16' PLATED STEEL INTERSTATE SCREW` 27 YH -804 1 /ARM CROSS SHAFT ARM PIN ALUMINUM PAN - AMERICAN 28 YH -820 2 /VENT SLIDE BAR PIN -UPPER ALUMINUM PAN - AMERICAN . 29 YH -807 2 /VENT SLIDE BAR RIVET ALUMINUM PAN - AMERICAN 30 YH -821 - SCREEN SVIVEL CLIP ALUMINUM - 31 YH -816 - SCREEN CLIP RIVET ALUMINUM - 32 YH -814 1 /LOCK CAM LOCK RIVET ALUMINUM PAN - AMERICAN 33 YH -813 2 /HINGE VENT HINGE RIVET ALUMINUM PAN- AMERICAN 34 YH -812 AS READ. HINGE LINK RIVET BUSHING NYLON M & M PLASTICS 2.456 1.937 - .062 TYP. FRAME HEAD 1.218 J.912 1.000 r .855 .154 .062 TYP. VENT TOP -�{ 1.000 r _ _ x 408 .9 I3� I .Y� -�i - .062 TYP. -�I .867 CENTER & TOP VENT BOTTOM -�{ 1.000 .408 1.281 .062 TYP. BOTTOM VENT BOTTOM I .912 r 1.990 r.062 TYP. 1.218 a L Imo- -1.938 FRAME SILL r - 1.218 1 .062 TYP. .912 1.875 1.968 FRAME FRAME JAMB -1.566 .062 TYP. 1 .000 I � L -1.312 VENT JAMB Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA PE ! 16557 0 1 APPROVED AS COMPLYING WITH THE SOUTH FLQf;;IgA B DA /AU y�J y BY PROD TC I ROL DIVISION 8U1 •' = ODE COMPLIANCE •CE ACC€ DTANCE NO. .0 ( - 644 7 . 02 z 0 z N w 0 0 U_ 0 O O o_ cr O U O w m 0 0 0 CO N n N ID N 5. U O N CO rn 3 0 o ` O ( �. c 0 0 v b T N c 0 (II b ( ( drawing no. W98 -21 sheet 3 of 4 1 BY OR 2 BY WOOD BUCK 1 r 1. WINDOW WIDTH EXTERIOR 0 WOOD BUCKS NOT BY YALE OGRON MUST SUSTAIN IMPOSED LOADS A TYPICAL ANCHORS rSEE ELEV. AND CHART FOR SPACING VENT CORNER ASSEMBLY FRAME CORNER ASSEMBLY FRAME AND VENTS ARE ASSEMBLED USING STAKED MORTISE AND TENON FABRICATION Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA PE # 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA E AU BY PRODU' CO i ROLDIVISION BUILD I : ODE COj � PLIAN E OFFI ACCEPTANCE NO./ _o D ?.02 z Z u ' W 0 -�1 r •3 O O 0: ar o v) n z r� o or a Q I O N00O CC J w Z 1 " Z d �LJ n 0 N U'1 O 0 ) 3 0 z 3 z 2 3 Q z Q 0 0 c c W W N rn 0 0 0 0 ) ) drawing no. W98 -21 (sheet 4 of 4 Yale Oaron Manufacturer Co. 2 ACCEPTANCE No.: 01- 0607.02 APPROVED AUG 0 9 2001 EXPIRES : September 17, 2006 NOTICE OF ACCEPTANCE: SI'ECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0317.08, which was issued on September 17, 1998. It approves an aluminum awning window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 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 Series 800 Aluminum Awning Window and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -21, Sheets 1 through 4 of 4, titled " Series -800 Aluminum Awning Window," prepared by Al Farooq Corporation, dated 03/03/98, with revision B dated 5/31/01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications, as shown approved drawings. 4. INSTALLATION 4.1 The aluminum awning window and its components shall bc installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): thc installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a pernlanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall bc accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show thc components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate thc installation of this system. Manu I Perez, P.E. Product Control miner Prod ontrol Division Yale O2ron Manufacturer Co. ACCEPTANCE No.: 01- 0607.02 APPROVED : AUG 0 9 2001 EXPIRES : September 17, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, 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 Approved ", 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 purpose. 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 a d this last page 3. f Manuel 'crez, P. E., Product Control ...n1,i incr Product Control Division END OF THIS ACCEP • NCE 3 2 X 2 X 1 /8'__ ALUM ANGLE N 14 S.M.S. 2/ ANGLE MULLION 2 X 2 x 1/8" ALUM ANGLE MULLION — MULLION 7 x 7 x 1/8" ALUM ANGLE 2 -5/8' LONG • G• PRECAST CONC. SILL ANCHORS TYPE 'A' 1.500 MAX. Ni 1/2 MAX. 1.750 MIN. 3/16' 0 TAPCON JNTO 2BY BUCKS 771-3/8' MIN. WOOD EMBED • i] 1/ ANGLE :3/16' 0 TAPCON THRU IQY BUCKS INTO MASONRY . 1 -1/4' MIN. MASONRY EMBED . 1/ AN1:1 I A • 1BY OR 2BY WOOD BUCK ' n• 4 1 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MAIIIII I Ult 111114 a 1 3/16 DIA. TAPCON -- 1 -t /2' MIN. ELIDED 1/ ANGLE 14 S.M.S. 2/ CHANNEL 0 0 0 N / 14 S.M.S. 2/ ANGLE L_ TUBE MULLION 2 X 2 X 1/8' ALUM ANGLE MULUON MULLION 1/8' THICK ALUM CHANNEL • LENGTH 10 FIT SNUG .• INTO MULLION 2 X 2 X 1/0 ALUM ANGLE 2 -5/8' LONG ANCHORS TYPE 'D METAL TO METAL CONNECTION ALCHQR$_ P'PE ' e' 1.500 MAX. 1/2' MAX. /14 X 1 - 1/2' S /14X -1/2'S 2/ CHANNEL OR I NEL • — 1BY OR 2BY w00D BUCK '4. l /4' 0 TAPCON TIIUU IUY OR 2UY DUCKS INTO MASONRY 1 - 1 /4' MIN. MASONRY EMUEO 2/ ANGLE • 1/4 0 TAPCON INTO WOOD STRUCTURES 1-3/4' MIN. WOOD EMBED . 2/ ANGLE csi R1 / 14 S.M.S. OTY. AS PER TYPE A. B OR C ONE PIECE CLIP 1/2' MAX. AI 11 UNAII 1(1 A14(a 1 '. Alt t:A'.t '. 0 0 F Mlll I I0N 2 1 ANCHORS TYPE 'C' 2 x 2 X 1/8' __. ALUM ANGLE / 14 S.M.S. 3/ ANGLE MULUON Fn. DR. HU)4AYOUN FAR000 STRUCTURES - RA. PE / 16557 AUG 0 2 2002 2 X 2 X 1/8' ALUM ANGLE — 3 -5/8' LONG 1 1.500 MAX. NOTCH WOOD BUCK TO ACCOMODATE CLIP ANGLE TO MASONRY O 4• I /4' 0 TAPCON 1 -1/4" MIN. CMDt 2/ ANGLE ' CONCRETE OR CONC. FILLED BLOCKS 1/2 . MAX. WOOD BUCKS NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED. Appruvcd •c cr 5111+ the Florida Iluidin Cur 1):11CA . i ODZ NUAd Miami Dade Nraluc Di 'nn By_ m 0 ry V U 0 V 0 1 8.t drawing no. M95 -06A Our rl 4 of 4 .125 -- 1.718 --y 1.613 MULLION CLIP (6063 -T5) CU' LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULUONS. (NO SIDE FASTENERS REOD.) 1 2.250 L.125 r �_ 1.219 3.000 .750 1.125 — MULLION CLIP (YE -65) (6063 —T6) (ALT. TO ANGLES) CUP I LNGIIIS MUSS IIL CUT 10 1 11 SNUG INTO TUDl MULLIONS. .125 2.000 s 1 728 r 1.613 1 MULLION CLIP (6063 -T5) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. (NO SIDE FASTENERS REOD.) --.125 F--- -- 2.000 - ANGLE CLIP (6063 -15) E125 r F 1.266 --- 1.718 4.000 MULLION CLIP (6063 - 15) (ALT. TO ANGLES) CLI1. ILNGIIIS MUST DE CUT TO FIT SNUG INTO TUBE MULLIONS. 2.250 INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. 4.0 6.000 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED CLA7ING rnooucr. A( ABOVE LOAD REOUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. SPECIFY MAXIMUM SHIM SPACING. STEP t STEP 2 STEP 3 STEP 4 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE 1 STEP 5 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE: USING ANCHOR TYPES ON SHEET 4. AND ANCHOR G STEP C ON SHEET 3. SELECT ANCHOR TYPE WITH DESIGN Ri MORE THAN THE DESIGN LOADS SPECIFIED IN STEP n E7ING TH APHS 1vG AUOVL. AIM 1 — 2.000 —I TYPICAL WINDOW FRAME G 2.000 TYPICAL ^ GLAZING PRODUCT MULLIONS CONTAINING Z(PICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Engr. CR. HUMAYOUN FAROOQ STRUCT:'R''S IL& PL 1 1055! • . •_ i AUG 0 2 - .2001 i 1 t 3.000 •--- 4.000 1.000 ItEC I'AN( ;ILLAit AILU.M[JVLM 'MD ILIIIU1 I0.N USING MULLION PROPERTIES ONLY MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. NOTES; 1. ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPUCABLE DADE COUNTY REOUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MULLIONS TO BE ALLOY 6063 -15. Approved as compl)iag with Abe Florida Iullling 'ale Date : i / NOAH •r ealW4/41,4 Miami Dade Product Di y sloo n m to .0 0 drawing no. M95 -06A sheet 1 of 4 ) IL 19 ■ ALUM. IthIL:2 III k E \. 1 x2'. STEEL / mi ALUM - Gtx2 - iri IL, TUBE OW 1111 mu al En1•11111111511M1 pialirbi 1111 MI 1111111111111 11211■111111111111■1011 LW NO ■I111■...I* ,�• 8- S /8' �� PAt' .33:1 LL 5 PA h MP IIuuEIIII 4 9 111111111 Irmo . h aiummagai6. C►I.\ � ►III 0 1111111111.11111. MEIN. 1E1 04 1111 El iiiiiii E 1116 in IL 19 ■ ALUM. IthIL:2 III TUB E \. 1 x2'. STEEL /B' - _ ALUM - Gtx2 - LL TUBE mu al pialirbi 1111 MI 1111111111111 11211■111111111111■1011 LW NO ■I111■...I* ,�• 8- S /8' �� PAt' .33:1 LL 5 PA h MP L111414 4 9 111111111 Irmo . h aiummagai6. C►I.\ 111111111111 ►III 0 III 1111 Intais OM in l■ lt 11111111111111111111111 NW 011116111111111 h2. 11101111INNI ME_ RNA 111111 1 1 ,► Em ma� 11 .ME\ ■ ► 11111111., :go .� ■,■,.. MIMI .— IRE: monme �■ -, 1 kW 914. SIM • 91 IL 19 ■ ALUM. IthIL:2 III TUB E \. 1'x3 II ■ 13 MIMI 1 PI LL SP• mu al pialirbi 1111 MI 1111111111111 11211■111111111111■1011 LW ■I111■...I* .33:1 LL 5 PA h MP L111414 4 9 111111111 Irmo . h aiummagai6. C►I.\ 111111111111 ►III 0 III 1111 Intais OM in l■ lt 11111111111111111111111 NW 011116111111111 h2. 11101111INNI ME_ RNA 111111 1 kk 74- \. 1'x3 'x1 /0 ALUM TQE I1I1 LUR� um mu al ■I111■...I* .33:1 LL 5 PA h 9 111111111 111111111111 III 1111 Intais OM in l■ lt 11111111111111111111111 111111 1 Em ma� 11 .ME\ ■ ► 11111111., :go .� ■,■,.. MIMI .— IRE: monme �■ -, 1 kW 914. SIM • 91 2'.6'x1 /B' ALUM TUBE NO STEEL Gab kk 74- \. - I1I1 LUR� um mu al Intais ill l■ 11111111111111111111111 111111 1 Em ma� X ■ ► 11111111., ■,■,.. .— �■ kW SIM • N ' 11. � - b f1 MULLION LOAD CHART 20 30 40 r 0 (JO 70 00 TRIUU1 ARY WIOTH - INCHES MULLION LOAD CHART 20 30 40 S0 60 70 BO TIt1HH1A Y WTfnT1f - TNI IlE .1 r U) w Dg 111 ('1 0 b (1 MULLION LOAD CHART • 20 30 40 S0 60 /0 TRIBUTARY WIDTH - INCHLJ MULLION LOAD CHART 20 '30 40 50 60 70 TRIBUTARY WIDTH - INCHES f1 -1 ANCHORS TYPE A.B. OR C GLAZING PRODUCT W1 MULLION LOAD CHART 20 30 40 CO 1,0 70 00 TRIBUTARY.WIOTH - ItiCHES VERTICAL MUWON GLAZING PRODUCT W2 GLAZING PRODUCT TRIBUTARY WIDTH a wt + W2 2 GVIlING PRODUCT MULLION SPAN . l TYPICAL MULYQN ARRANGEMENTS L nyr. ,lI&.. UTA 1/.RUW STN AYOUN • 'FUG PE 15557 AUG 0 2 2002 HORIZONTAL MUWON GLAZING PRODUCT J Approved as cnmplylag Trlth the h aridailuWing Code ? S nu mu_ 1 { x /G r j _ �LL� Miami )ade Product cool Di Won Ily ln c 0 n 1 1 0 n 0 1n u 1 0 v 0 • X . drawing no. M95 -06A sheet 2 of 4 . 11111111111111,1111111KOIR T MULLION GLA21NG PRODUCT vignimill RINI 11111111011. N. — — ANCHORS 1YPE A AscT -e.o — �\ ■■ ■■.'.1 4 , ■■ gsmilik 1'' . kik El , ► =pi i rll° i `� kli . :4--44`. lib I. IN \ . 3B - 3 /E �� ANCHORS TYPE C n[CT -C . ANCHORS TYPE 8 nCGr -.6 - T MULLION GLA21NG PRODUCT WI — — ANCHORS 1YPE A AscT -e.o — �\ ' 4 , ■■ i El IMP =pi i rll° i `� . VERTICAL hY cS N Min ri MULLION GLA21NG PRODUCT WI — — ANCHORS 1YPE A AscT -e.o — \ . 3B - 3 /E ^ \5 Ml LL ' AN 1111 1111 III 11 1 I1 1 1111 I11 1 11 III. Ili/ I111 1111 Iii, CUZING PRODUCT VERTICAL hY cS N Min ri MULLION GLA21NG PRODUCT WI ANCHORS A.R. OR C W2 ( N r-1 Ir T;) CO r L�J to r) ANCHOR LOAD CHART 2 :10 40 S0 C30 7th El 0 1 I21EAU 1 ARY W1D - INCHES NG DUCT ANCHORS TYPE A.B. OR•Ci 1171 , 1111 .171 1.11 11111 TT71 1T 20 30 40 S0 60 70 .,80 H - INCHtS• TRIBUTARY WIO' ANCHORS TYPE A,B, OR C ANCHOR LOA GIAZ PROD ANCHORS J TYPE '0' GLAZING IY(U11U1.I TRIBUTARY WIDTH - WI + W2 2 MULLION SPA TYPICAL MULLION ARRANGEMENTS I UC T G I- CHART HORIZONTAL MUWON • ANCHORS A.B. OR C 3 0 ANCHOR LOAD CHART t9 = M 20 30 40 50 GO TRIBUTARY WIDTH - 70 80 INCHES FOR ANCHORS DESCRIPTION SEE SHEET 4 OF 4, Cn 71: 1)R 1111 MAY! )1111 FAR000 111∎1(. I' MC, RA. PE 1 16557 AUG 0 2 2002 Ap irs, cd al comp!) ing whh Ibe 1'Iuridr is If rg c Urle 1 � G. L , 002 NOAH Miami Dadc Produ 1)• I, y C O ow V V) v u 0 0 J ti drawing no. M95 -06A 1s heet 3 of 4 I 0 ALUMINUM TUBE MULLIONS MM I�I DAIS • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah, FL 33010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S 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 A11J (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 AI IJ 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: Aluminum Tube Mullion - Impact APPROVAL DOCUMENT: Drawing No. M95 -06A, dated 11/20/95, with revision A dated 06/24/02, titled "Aluminum Tubc Mullions ", sheets 1 through 4, prepared by Al- Farooq Corporation, signed and scaled by llumayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and'Spproval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami - Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. . INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the fob site at the r t s This NOA revises NOA # 01- 1204.02 and consists of th• �s ( e 1 The submitted documentation was reviewed by Manuel r,1' f�Jr i115i}; Official. as iv : :ii .; $proval document mentioned above. E. NOA No 02- 0227.01 Dale: I)cr•cmbcr 28, 20116 p()r val Date: August 8, 2002 Page 1 DESIGN LOAD CAPACITY - PSF LARGE MISSILE IMPACT RESISTANT WINDOWS WINDOW DIMS. GLASS TYPE '1' & '2' GLASS TYPE '3' & '4' WIDTH HEIGHT EXT.( +) 1 NT.( -) EXT.( +) 1 NT.( -) 19 -1/8' 26 -1/2" 37' 53-1/8 46' (3) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19-1/8' 26-1/2" 37" 53-1/8 38 -3/8' (4) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19-1/8" 26-1/2" 37' 53-1/8 50 -5/8' (5) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 67.9 19-1/8" 26-1/2" 37' 53 -1 /8 59" (6) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 62.2 19 - 1/8" 26 -1/2' 37' 53-1/8 63' (7) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 57.4 57.4 19-1/8" 26 - 1/2' 37' 53-1/8 74 - 1/4' (8) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 49.0 . 49.0 - II i II n O I i / / /// ii II 1 1/4' III /� 13 1/ 1 n u n i II/ u II 11 n 11 II 11 /ii u II II n 47 1/4" MAX. D.L OPG. 49 13/16' MAX. • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. SILICONE 1/8' HEAT STREN'D CLASS .090 INTERLAYER SAFLEX /KEEPSAFE 1/8" HEAT STREN'D GLASS GLASS TYPE '1' LAMINATED BY 'ARCH' SILICONE rn 1/8' HEAT STREN'D CLASS .130 INTERLAYER GLASSLAM SAFETY PLUS 1/8' HEAT STREN'D CLASS z 5 ip rn SILICONE 1/8" ANN. GLASS .181 INTERLAYER GLASSLAM SAFETY PLUS 1/8" ANN. CLASS 1 GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT GLASS, SHUTTERS ARE NOT REQUIRED i0 GLASS TYPE '2' GLASS TYPE '3' LAMINATED BY 'UNITED CLASS LAM.' LAMINATED BY 'UNITED GLASS LAM.' LAMINATE SILICONE 1/8" ANN. GLASS .281 INTERLAYER GLASSLAM SAFETY PLUS 1/8' ANN. GLASS ;LASS TYPE '4' ) BY 'UNITED GLASS LAM.' FALSE MUNTINS (SURFACE APPUED) MAY BE USED 53 1/8" MAX. WINDOW WIDTH 47 1/4" MAX. D.L. OPG. (FIXED) 20' MAX. HEAD VENT WIDTH TYPICAL ELEVATION TESTED UNIT Ergr.. HUMAYOUI F6.R000 !TR J TURCS FLA. PI ! 15557 MAY - 5 2002 MED MON. -x- 6 1/2" MAX. HEAD CORNERS 1) 2 a NOTES; THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Approved as complying with the Florida Quiding Code ?4 NOM) 02 0 Z.L7 r ; ti Miami Dade Product Cunt Divisio By Z 0 z'' W G° d 0 0 O a a � p v U N W 8 o Q Q 0 N - 1n 0 u� W� 1 ' 0 M - w 0 o m 10 a 0 0 ) 0 0 VI iz W V1 Z 8 yr C 0 N 0 c 0 0 w 45 .0 u 0 '0 r N 5 0 0 a. iv 0 N 0 0 0 • N 1 b drawing no. WO1 -69 (sheet 1 of 4 ) 1BY OR 2BY VENT WIDTH WOOD BUCK m® EXTERIOR D.L. OPC. WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 SHIM MAX. ;Nr .1 -1/4' MIN. v ITEM # 1 2 3 • 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 PART # YE -701 YE-702 YE -703 • YE -712 • YE -705 YE -706 YE -707 YE -708 YE -709 YE -154W YE -713 YH -1710 YH -622 YH -705 YH -706 YH -715 YH -701 YGT88 YF- 10 YF -21 BAL -3330 REQD. 1 • 2 1 1 1 1 4 AS REQD. 2 2/ VENT 2/ VENT AS REOD. AS REQD. AS REQD. 2 AS READ. AS REQD. AS REOD. AS REQD. 2 /CORNER 2 DESCRIPTION MATERIAL FRAME HEAD 6063 -T5 FRAME SILL FRAME JAMB TOP RAIL MEETING RAIL LOCK RAIL BOTTOM RAIL VENT JAMB 6063 -T5 GLAZING BEAD FLAT BAR (1 X .060 TH.) VENT REINFORCEMENT VENT GUIDE 6063 -T5 BULB CASKET PILE W'STRIPPING (.150 X .270) PILE W'STRIPPING (.250 X .270) CAM LOCK, 13 -3/4 FROM ENDS JAMB COVER ADHESNE BACK TAPE (1/4 X 1/21 #8 X 1 -1/2' SMS #8 X 1' PH SMS #8 X 1 PH SMS SPIRAL BALANCE 6083 -T5 6083 -T5 6063 -T5 6063 -T5 6063 -T5 6063 -T5 6063 -T5 6063 -T5 6063 -T5 VINYL ZAMAK FOAM MANF. /SUPPLIER /REMARKS AT FIXED LITE 6 LONG. 18 FROM BOTTOM ULTRAFAB ULTRAFAB FIN SEAL ULTRAFAB FIN SEAL SULLIVAN & SULLIVAN MASTER TOOLS SCHNEE MOREHEAD AT 6' 0.C. MAX. AT 10 -1/2' 0.C. MAX. FRAME/VENT ASSEMBLY SCREWS BALANCE SYSTEMS DADE COUNTY APPROVED MUWON TYPICAL ANCHORS SEE ELEV. FOR SPACING Enq.: DR. irJ)JAYOUN FAROOQ STRUCTURES FLA. PE 16557 MAY - 5 2002 Approved as complying with the Florida Uui4in Cude Date 3YID L7, 7.0O2 NOA# 0L o Miami Drdc Product t Diviuiou By Z O d E a0 o a 0 n U W 8 �, Cr 3 z M a vi OS W W '^ 1 1 0 M d w 0 0 z z W —J z V1 2 0 O N N W r-+ N c 0 • j u 0 0 B o O tO N .n 0 0 0 co O N 0 M M CO 1- w 6 -J N N N 0 1J O 17 0 ,c L drawing no. WO 1 -69 (sheet 3 of 4 ) 0 x a 0 TYPICAL ANCHORS SEE ELEVS. FOR SPACING L #6 X 5/8' OH SMS f 2 PER LATCH 0 14 1BY OR 2BY WOOD BUCK a W 0 x N METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL : Fy - 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. 2 2 cn 1BY OR 28Y WOOD BUCK TYPICAL ANCH( SEE ELEVS. F( L IRS , R SPACING e WOOD BUCKS NOT BY YALE, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/16 TAPCON$ INTO 2BY W000 BUCKS OR W000 STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 4/16" TEKS OR SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) ii 10 SMS OR SELF DRILLING SCREW INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: ALL FRAME VENT AND FIXED LITE CORNERS SEALED WITH 1 Env: OR. :itiNl.Y(X1N FAR000 STRUCTURES FLA. PE # :6557 • MAY - 5 20Q2 MASONRY SEALANT. Approved as complying with the Florida Bulding Code Date 1J,4 Z7 2,007 NOAti •2 •• ir7 V . Miami Dade PryU'uct Control Divisio By 0 a+ (0 3 Q. a O U 0 ° z z 2 z VI 2 8 (n W N ( J C 0 V1 4 .0 O O 0 O C • 1 • N s drawing no. WO -69 (sheet 2 of 4 DESIGN LOAD CAPACITY - PSF LARGE MISSILE IMPACT RESISTANT WINDOWS WINDOW DIMS. GLASS TYPE '1' & '2' GLASS TYPE '3' & '4' WIDTH HEIGHT EXT.( +) 1 NT.( -) EXT.( +) 1 NT.( -) 19-1/8" 26-1/2" 37" 53-1/8 26" (3) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19-1/8" 26 -1/2" 37" 53-1/8 38 -3/8' (4) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19-1/8" 26 -1 /2" 37" 53-1/8 50 -5/8' (5) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 67.9 19-1/8" 26-1/2" 37" 53-1/8 59' (6) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 62.2 19 26-1/2' 37' 53-1/8 63" (7) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 57.4 57.4 19-1/8" 26 - 1/2" 37" 53-1/8 74 - 1/4" (8) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 49.0. 49.0 n u II II II n !JL 1/4" ii 8 13 1/ 1 " Q i1 I 11 II II / III II ir u Ii II II II II u 11 II u 47 1/4" MAX. D.L. OPG. 49 13/16' MAX. • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. z 5 u p rn SILICONE 1/8" HEAT STREN'D CLASS .090 INTERLAYER SAFLEX /KEEPSAFE 1/8" HEAT STREN'D GLASS GLASS TYPE '1' LAMINATED BY 'ARCH' SILICONE 1/8" HEAT STREN'D CLASS .130 INTERLAYER GLASSLAM SAFETY PLUS 1/8" HEAT STREN'D CLASS GLASS TYPE '2' SIUCONE 1/8' ANN. CLASS .181 INTERLAYER GLASSLAM SAFETY PLUS 1/8" ANN. CLASS 7 GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT GLASS. SHUTTERS ARE NOT REQUIRED z 2 GLASS TYPE '3' LAMINATED BY 'UNITED CLASS LAM.' LAMINATED BY 'UNITED CLASS LAM.' LAMINATE SIUCONE 1/8" ANN. GLASS .281 INTERLAYER GLASSLAM SAFETY PLUS 1/8" ANN. GLASS ;LASS TYPE '4' ) BY 'UNITED CLASS LAM.' FALSE MUNTINS (SURFACE APPUED) MAY BE USED 53 1/8" MAX. WINDOW WIDTH 47 1/4' MAX. • D.L. OPG. (FIXED) VENT WIDTH 20' MAX. HEAD TYPICAL ELEVATION TESTED UNIT 6 1/2" MAX. HEAD CORNERS • N a NOTES; THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Ergr...DR. HUMAYOW FiR000 STRJC URCS FLA. PL' 'i 15557 MAY - 5 2002 Approved as complying with the Florida Bidding Code N OAfI 02 OZ�. O Miami Dade Product Cool 1livisio By 0 0 z z w -J z 2 0 0 V1 W _ N r-^ c 0 N 0 c 0 • t 1 1 cn a 2 O U 8 } c 0 0 N v 0 .0 O 0 0 8 0 0 a 0 N 0 drawing no. WO1 -69 (sheet 1 of 4 ) FRAME HEAD 3.340 .068 2.625 .744 FRAME JAMB 1 .562 2.911 .078 TYP. I --- 2.625 3.261 Q2 FRAME SILL 1.908 1 .500 .2481 r 806 .050 .412 (�9 GLAZING BEAD 1 .625 647 1.292 .062 .978 L _ I_ 1.272 --I VENT SIDE RAIL i .071 1.750 .625 0 MEETING RAIL r- 1.292.1 8 .687 1_ 1.125 1.750 .062 I — 1.083 © VENT LOCK RAIL Q VENT BOTTOM RAIL FRAME CORN 1 ERS DETAIL VENT CORNER DETAIL Engr. OR. I!:1 AY ?l:N FAhOOO STAUCWHES FLA. PE / 16557 MAY - 5 2002 Approved as cumplyiog , o M. ill. Florida l3uldiu C de 1,0 O L Dote NORM oL - • L z o L Miami p l Co Division 13y ( 0 0 z z 0 z V) S N w w cn ( ) N c O c 0 U N 4) 4) 0 0 ,c • • s 1 b, drawing no. WO -69 (sheet 4 o 4j >- cn 0 a 0 U M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah, FI. 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 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 AIIJ 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 I lurricane Zone of the Florida Building Code. DESCRIPTION: Series "1700" Aluminum Single (lung Window APPROVAL DOCUMENT: Drawing No. W01 -69, titled "Series -1700 Alum Single flung Window ", sheets 1 through 4, prepared, signed and scaled by Ilumayoun Farooq, P.E., dated 5/5/02, 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 Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A cop 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 trg-,131x1 g Official. The submitted documentation was reviewed by Raul R MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-290S NOA No 02- 0227.02 Expiration Date: June 27, 2007 Approval Date: June 27, 2002 I'age 1 • MIAMII)AI)L I'WODUCI' CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah ,FL 33010 Your application for Notice of Acceptance (NOA) of: Series 1400 Outswing Aluminum Casement Window - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. IICCO 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- 0814.07 EXPIRES: 10/25/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMI'I This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set firth above. APPROVED: 10/25/2001 11s04500011pc20001\templates \notice acceptance cover page.dot Internet mail address: postmaster @huildingcodconline.com N1 IA MI I)ADE M I N H IY, 11.()I(II METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLI:R BUILDING 140 WEST fl.AGI.ER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAN (305) 375. (x)NrRACI OR LICENSING sl•:(-rtoN (305) 375 -2527 FAX (305) 375-2558 CONTRACTOR KNFOIRCEMIEN•1' DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT (:ONTROI. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office I lomepagc: http : / /www.huildingcodennline.com Yale Ogron Manufacturing Co. Inc. ACCEPTANCE No.: 01- 0814.07 APPROVED October 25, 2001 EXPIRES October 2f., 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DE 2.1 The Series "1400" Outswing Aluminum Casement Window and its components shall be constructed in strict compliance with the following documents: Drawing No. W01 -52, Sheets I through 5 of 5, titled "Series -1400 Aluminum Casement Window," prepared by Al Farooq Corporation, dated 08/01/01 and last revised on 09- 14 -01, signed and sealed by Humayoun Farooq. bearing the Miami - Dade County Product Control Approval stamp with the Notice OI Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis "fables in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each window unit shall bear a permanent label with the manufacturer's name or logo, city, state anc following statement: "Miami- Dade County I'IUllllet Control Approved ". 6. BUILDING PERMIT REQUIREMEN'T'S 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 The Notice of Acceptance of applicable mullion at the astragal location. 6.1.3 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 propose( installation. 6.1.4 Any other documents required by the Building Official or the South Florida Buildinc Code (SFBC) in order to properly evaluate the installation of this system. I 6-1L4 lshaq 1. Chanda, P.E. Product Control Examiner Product Control Division 2 Yale OgronManufacturing Co. Inc. ACCEPTANCE No.: 01- 0814.07 A PPROVEl) October 25, 2001 EXPIRES October 2.5, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITION Renewal of this Acceptance (approval) shall be considered idler a renewal application has been tiled and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and aII approved products shall be permanently labeled wills the ,nanulitcturcr'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 iut lunge! I>racIicinL, the cnr;inccrirw, pt��lissiun 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. o. The Notice of Acceptance number preceded by the words Mianti -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 pales 1, 2 and this last page 3. I'.N1) OF 1 ACCEPTANCE 1 5 L c, ,. lshaq I. Chanda, P.E. Product Control Examiner Product Control Division 3 ) d, /1 E 3 E TC 7:/cc zp cir s I5+3zTICN ' C:cpy SATE CF =IICRIDA = T (ttcq) := =LS REGISMATIOU ChM DADE CaNTr CC?;LQEI&Ncy LIC E. Copy of C*' ent CCCUPATIOML LIC z• =_ : ic located. Certificate of Insurance for gar, Village). - ( -d=��s to u� Sho-es Ce_' t __cate of Insurance for .?'S QM? (addressed to Fi aMI • ShoresVillage) or if exit. State of Florida LES Fozm BCf - 204, Cops rue"or. 7 1d s` i Notice of Election to be Exempt. ' • PLEASE SUEHIT EVEZCZMG C:CKCD OFF °emit Aaplication (signer by person performing the wur , lIeenaed =tractor and the property owner, both signatures notarized). TWo sea of plan /dr rinds sicced and sealer _i == giste_-ed architect or e.:gin Occupancies by Crap Classification must be on plans and permit application. All plans mist inc cde fol ;o nmber and property adkbass.. Amended plar'.s, in addition to the above, cost also include the peamit number. Structural Calculations signed and sealed by arr t or engineer when applicable. C.,rrent survey of the property. Certificate of Elevation signed and sealed by Surveyor. 1?Stbstan teal. Th n cvem nts Checklist (contractor or cwner) . • Four sets of energy calculations, signed and sealed "'T"" Tpo sets of signed & sealed Truss Plans (E g _-) . • DADE Coot' or State of Florida Products ktrcreas . r root ma sheds, e.rior /Car'^ > - i t e+, carports, _ enclosures, shutters awnings, skylights, french doors and .etc. koprovals from FIRS, DADE Co Health Department (where acolic^ :e Notice of Commencement panty Deed or Other Proof of O.. p if necessary. !say. Vsuetmral Review fee4SD, °° C'Cra c_ si-:{c `+he_r.e • continue the permitting process. BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138.2382 TELEPHONE (305) 795.2204 FAX (305) 758 -8972 RECEIPT ( a lf/1/ contractor /owner, picked up 2 sets of plans for (address) IM E p i1 P-P from the Building and Zoning Department.orl (date) to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to JOB SIZE: 4$/i i jf r'- 0 itiE 93 °? Sf TYPE OF R_v�' w : CAB! SECTION a :OAT =O 0,1 - Nr.`m .iJ 5/ d4/ e9F- EX/ r. pgAil4C u/421_ 4-thri r aidD , f ly & dawn Sex « /, s /i -/ G -, tA%LA 7t, 6 frovt alum /14uv ailie §e , 1 03 7 4 a I UV.d, Pay sda isi ; se 'c M . 5Pi1-2- 6f J/ beco & P � fr,,iied i' J ,,/: p zrno e ( i ce .: fie kaat4 111.2 veto• 9Ms_ 5// / s. . ea-e-14 end / ,I i b-e 4 rei 15 r at p of sec , A - A n wrGL b /off 117 off' 2 z� 4649 j 171144-9 L 51 t- p x4 1,a5/5 6 . Aeept:.ii/hd s /7> be she/)u esr;/>/i ox. 1 F rev a -b eve, zxra, Gl6" �s less, ovc r ��def frie 4 ' w/ 43 Se l s'PlAita5 /o y24 Miami Shores Village Building Department BUILDING CRITIQUE SHEET 1 �r 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. by 03 gl q Job Name PROJECT NAME: AND ADDRESS: k. ‘ BUILDER: PERMITTING OFFICE: CLIMATE ZONE: 7 18 �9 ❑ OWNER: PERMITNO.j 1 1 1 1 1 11 JURISDICTION NO.: bi@] 4 0 a FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -01 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions, Renovations & Building Systems Compliance with Method C of Chapter 6 of the Flaida Energy Efficiency Code maybe demonstrated strated by the use of Fain 600C for additions of 600 square feet or less, site- installed components of manufactured fames, and renovations to single and multi( amly residences. Alternative methods are provided for additions by use of Form SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1, 6C-2 and 6G3 apply only to the components of the addNon, not to the existing bung. • Space heating, coding, and water heating equipment efficiency levels mast be met only when equipment is installed spedrrcaty to serve the addtion or is being installed in cory'wceon with the addition construction. Components separating unoon fiticned spaces from conditioned spaces vast meet the prescribed n* nun insulaticn levels. RENOVATIONS (Residential but fi gs undergoing renovators costing more than 30% of the assessed value of the bidding). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site (stalled components and features are covered by this form BUILDING SYSTEMS Comply when complete new system is installed. 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. - Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes /No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system *: (Types: heat pump, elec. strip, natural gas, LP. gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System *: a. Backflow damper or single package systems* (Yes /No) b. Ducts on marriage walls adequately sealed* (Yes /No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured home:; with site installed components. ED BV: y certify th- d sp ,ducat FLORIDA BUILDIN ODE - : tLDING s covered by the calculation are in _ DATE: with the Florida Energy - od DATE C a use Print FS 0 Q -D 1. 2. 3. 4. 5. Single Pane 6a. / 6b. 7. a( sq. ft. sq. ft. 8a. R= 53 lin. ft. 8b. 4 sq. ft. 8c. R= sq. ft. 8d. R= sq. ft. 8e. R= sq. ft. 13a. 13b. 14. Type: e3 � T 1 115 Double Pane sq. ft. sq. ft. 9a -1 R= _ 45 sq. ft. 9a -2 R= 1 9 sq. ft. 9b -1 R= sq. ft. 9b -2 R= sq. ft. 9c 10a. R= r! D Fbosq. ft. 10b. R= ,� sq. ft. �,�`� 11. Type: l' r�l SEER/EER: 12.0 12. Type: 6i-r1 p HSPF /COP /AFUE: EF: CK Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 551908, F.S. BUILDING OFFICIAL: DATE: 13.205 Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat gain coefficient. Maximum% = Installed % = GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED INS) INS' UP TO 20% UP TO 30% UP TO 40% UP TO 50% Concrete Block Single Double Single Double Single Double Single Double nH - SHGC OH - SHGC R-11 OH - SHGC OH - SHGC OH - SHGC OH - SHGC OH - SHGC 1'- .87 0"- .75 0"- .78 0"- .57 1"- .78 0'- .61 3"- .87 2% .75 1 " -.57 0 " -.39 2'- .78 1% .61 0"- .44 4"- .87 3 "- .75 2"- .57 1" -.39 0'- 30 3"- .78 2'- .61 1 " -.44 0"- .35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double clear SHGC = .78, and single tint SHGC = .75. 9.7 TABLE 6C-3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHE9K Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather - stripped or otherwise sealed. EER = Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Common, Masonry Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two altematives allowed). Multi -story Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Under Attic Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or dearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. Single Assembly; Enclosed Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. / Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). � �/ Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. NI HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. ,/ HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. o/ I COMPONENT MINIMUM INSULATION INS) INS' EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY Concrete Block R-5 Central NC - Split SEER = 10.0 SEER = Frame, 2" x 6" R-11 = IL Frame, 2" x 6" R -19 9 - Single Pkg. SEER = 9.7 SEER = Common, Frame R -11 Room unit or PTAC EER = 8.5 EER Common, Masonry R -3 Electric Resistance ANY Under Attic R -30 -OW Single Assembly; Enclosed Heat pump - Split HSPF = 6.8 HSPF = = Frame R -19 - Single Pkg. HSPF = 6.6 HSPF Illl: Metal Pans R -13 IEA Room unit or PTHP COP = 2.7 HSPF/ = Single Assembly; Open R -10 Common, Frame R -11 COP FLOORS I Slab-on-grade No Minimum - Gas, natural or propane AFUE = .78 AFUE = Raised Wood R -11 Fuel Oil AFUE = .78 AFUE = Raised Concrete R -5 Common, Frame R -11 Electric Resistance EF = .88 EF = Gas; Natural or L.P. EF = .54 EF = F- � In unconditioned space R -6 = o In conditioned space No minimum Fuel Oil EF = .54 _ EF TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDMONS (600 Sq. Ft. and RENOVATIONS TO EXISTING BUILDINGS AND SITE- INSTALLED COMPONENTS OF MANUFACTURED HOMES. TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY 13.20E • See Table 6.3, 8.7 Climate Zones 7 8 9 GENERAL DIRECTIONS: 1. On Table 6C-1 indicate the R -value of the insulator being akled b each component and the efficiency levels of the equipment being installed. All R- values and effciendes installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated maybe left blank 2. ADDITIONS ONLY. Detemuine the percentage of new glass to candrtioned Door area in the addition as folbws. Total the areas of all glass windows, s&trng glass doors and glass door panels. Double the area of all iron- vertical roof glass and add it to the previous total. When glass in exsting exterior w a l l s s being removed or enclosed by the addtion, an amount equal t o the total area of the glass maybe subtracted kin the total glass area. Deride the adjusted glass area total by the conditioned floor area of the addition. Multipfyby16oto get the percent. Fund the largest glass percentage under which your calculated percentage falls on Table 6C -2. Presaiptves are given by the type o (glass (Single or Double pane) and the overhang (OH) paired with a solar heat gain coefficient (SHGC) For a given glass type and overhang, the minimum solar heat gain coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and solar heat gain coeffbient requirements on Tatde 6C-2. AO new glass in the addition must meet the requireirent for one of the options in the glass percentage category you indicated. The overhang (OH) dstance is measured perpendicularly from the lace of the glass to a pdm directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and solar heat gain coefficient maybe used for glass areas which are under at least a two foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single-pane tinted, double -pane dear or double -pane tinted. 4. BUILDING SYSTEMS. Comply when new systems installed for system installed. 5. Complete the information requested on the top half of page 1. 6. Read `Minimum Requirements for Small Additions and Renovations ", Table 6C -3, and check all applicable terns. 7. Read, sign and date he °OwrnedAgenr certification statement on page 1. FLORIDA BUILDING CODE - BUILDING PROPERTY OWNER 1 "-, (L./2 NE 9 3 rd J t :C- ,:,I,(A M v, Name S L G (.. s i — 1- 33i Address o s ) —1 5 I SSCI Home elephone Alteration Interior Business Telephone -- ` _ . J Fax r Shell Only TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village • Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES SECTION Zonin • Electrical Mechanical Plumbin • Public Works Structural Building Official (sq.ft. = x/1000 x ¢.60) (¢.005 / sq.ft.) (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: ) Address / S Apt. City - e State 1 Zip Folio Number) ) 3 O.5 0 7 0 1 1;7) Description of Work ht.* ¢.c ' 5 L 4 �.GQ'�,.� Lot34.. Vv ` .S 1 Block r ))--- . SubdivisiotPCj ) L{1 '.r PB± PG _a. Zoning Linear Feet Current Use of Property h c� v( S-P Square Feet oZ- �� Units Floors Proposed Use of Property \.\ Value of Work Bldg Value Tenant Information Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. i al l� q 3 S . CYO; : Or ( EL 3 ► � PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. t PERMIT APPLICATION Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. 'TYPE Outlet, Appliance QTY. TYPE Service Rep : 'r Q1'V. A/C Central 1 -3 Ton - Heating Strips, each Fan Outlet, Wall Service, Tem . ora �� A/C Central 4 -7 Ton Fire Pump Outlet, Switch - Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent Process/Pressure Piping Oven • Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons QTY. Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of - Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUMBING TYPE A/C Condensate QTY. 'TYPE Drains, Roof QTY. TYPE: Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE STATE OF Signature of Owner Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: Personally known OR, Produced Identification Type of Identification Produced: Signature of Contractor / Qualifier l J0nnO os-1l /1 Q it Print Name U a i subscribed before me this S day, gnature of otary SEAL: Personally known UNTY OF MIAMI -DADE blic State of orida PERMIT APPLICATION ofi :_'.4..:O • ,�, i s =Ai PUS` ANC.ELi `A BECKEH Z >A—r;7 � CO,y dgoN WUC:aER s• '. ° CC736897 MY Cc ISS'ORt XPIRES N� v 1 5 .2 00 2 _--. :OR „P rodu� Idenu$ cnon = Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Sep- 25 -•01 08:54A Poi a Clarporat ion Building Official Department RE: PRODUCT APPROVAL AUTHORIZATION FORM To Whom It May Concern: This letter authorizes lYtit 60ST i"Af Sincerely, 41-1/7 David T. Zajac President Poma Corporation Shutter Department installer to use our 0.063 Aluminum Storm Panel under the Acceptance No. 99- 0219.01 to be used at the following job: 0r4 lJV 5.�.✓ 6 �c.3 u Name of Owner fa b C W Address POMA CORPORATION 9040 BELVEDERE ROAD WEST PALM BEACH FLORIDA 33411 PHONE: 561- 790 -5799 FAX: 1 -888- 723.7432 /4 / Be advised that Poma Corporation is only a supplier to the above - referenced project/job site and shall not be responsible for installation of these materials, and shall not accept any liability arising out of or in connection with installation or improper handling of these materials. This form must accompany the application for the building permit and shall become part of the perrtit documents. The authorized signature must bear the raised seal of the company. P.01 : • MIA Mi•D PRODUCT CONTROL NOTICE OF ACCEPTANCE Safeguard .Hurricane Protection Systems, Inc. 1315 Neptune Drive I3oynton Beach ,FL 33426 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0327.08 EXPI?ES: 12/31/2004 Raul Rodriatiez APPROVED: 09/07/2000 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305)375-25'27 FAX (305) 375 -255s CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -290s Your application for Notice of Acceptance (NOA) of: 0.050" Perforated and Solid Aluminum Storm Panel 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. Chief Product Control Division THIS IS TIME COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS 13UILI)ING CODE & PRODUCT REVIEW COMMITTEE • This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Oflicc \\ s0450001 \pc2000 \ \templateslnotice acceptance cover page.doc 1 Internet mail address: postmasterC ?buildingcodconlinc.cont Hoinepagc: http: / /ww��.buildingcodeonIine.cotI1 Safeguard Hurricane Protection Systems, Inc. ACCEPTANCE No. : 00- 0327.08 APPROVED • SFP - 7 2000 . EXPIRES 12/31/2004 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice_of Acceptance No. 98- 0728.09, which was issued on December 31, 1998. It approves an aluminum storm panel type shutter, 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 This aluminum storm panel type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 00 -052, titled " 0.050" Perforated and Solid Aluminum Storm Panels ", prepared by Knezevich & Associates, Inc., dated March 14, 2000, last revision 42 dated August 16, 2000, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum storm panel type shutter and its components shall be installed in strict compliance with the approved drawings. 5. 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 11 4. Helmy A. akar, P.E. - Product Control Examiner Product Control Division 2 of 3 Safeguard Hurricane Protection Systems, Inc. ACCEPTANCE No. : 00- 0327.08 7 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS SEP - 7 2000 12/31/2004 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 Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this bast page 3. END OF THIS ACCEPTANCE Helmy A. akar, P.E. - Product Control Examiner Product Control Division 3of3 ' w1OTM UNLIMITED 1 • IPERPENOICUL AR TO PANEL SPANI TYPICAL SECTIONS, SOLID PANEL ELEVATION SCALE 1/4" • 1' - 0" 1 /4" MAX - t• OB /17/00 10:34 OPTIONAL LEG / E x15 TING CONCRETE. HOLLOW BLOCK OR W000 FRAMING O STORM PANEL 1 SCALE 3 = 1' - 0" - 1 /4 -20 STUD x 3/4" (0112" 0C 625" i i 374 r 295" 17/64" TYP 1/8 "m TYP. - 3/32" TYPn //- 374" 11\95" •= .-..= -093" TYP. i I -\_...,1 656" 1 - .�- .093" TYP. .o 200" I — .r : =:. -_` / -� -/ OPTIONAL LEG / 1 2 00" 1 TYP DIRECTION DIRECTION STUD ANGLE F" TRACK F" ANGLE (;)STUD 3" = T - 0" ® SCALE 3" . r - 0" ® SCALE. 3" = 1' - 0" 200 NOTE_ TO REDUCE SEPARATION FPOM GLASS. PANELS MAY BE FASTENEC 51 LAP JOINTS. AT MIOSPAN WITH 1/4 -20 . '/2" THUMB SCREWS WITH WASHER IN 1 3LLY JACK NUT S. SEE TABLE 2. COLUMV 2 IN SHEET 6 OF 6 FASTENER @ 12" 0 C. FOR OE51GN LOADS LESS THAN OA EQUAL 70 110 P S F 1 (0 8" 0 C FOR DESIGN LOADS GREATER THAN 110 P 5 F (SEE ANCHOR SCMEOULE FOR ANY ACCEPTABLE • FLATTE PANEL ANCHOR) 1 /4 "m MOLLY JACK NUT LI 24" 0 C / -1/ � 3 MAX ALUM ANGLE CLOSURE PIECE 1' . 2" x 0 125" MIN T O/ 2" x 5" x 0 125" MAX EXISTING CONCRETE. HOLLOW BLOCK CR W000 FRAMING SEE ANCHOR SCHEO BASED ON TYPE OF STR_CTURE © TRAP MOUNT /BUILD - OUT MOUNT SCALE 1 -1/7" = 1' - 0" 0 O 0 0 .50 i I 112 0" / )1 1 / . 2_52.11.113, ,, 5" COVERAGE I 9.250" S -(ALF PANEL 5 :ALE. 3" . 1' - 0" 1 /4" k, ' MAX of /EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING WIDTH UNLIMiTE - � ' ( PERPENDICULAR TO PANEL SPAN( TYPICAL SECTIONS PERFORATED PANEL ELEVATION SCALE. 1/4 • 1' - 0 2.275" PLAN VIEW m • 062" 2 00" I • 100" TYP _\ r I- 250" ® h" HEADER SCALE 3" . 1' - 0" / 685 / 685" / %// :07 " --/ 285" 107 -%// -/ '85 ' - 07,, I II I \ 077 III I I on--) L 260" 090 ".J II L.260" ,('. EXISTING CONCRE TE. HOLLOW BLOCK OR WO(10 FRAMING - O WALL MOUNT /DIRECT MOUNT SCALE 1 -1/2 = 1' - 0" E 1 /-O 1 /6" MAX T? / 2 40" / I I TYP \ ' N m m -062" 2 125" I ® U" HEADER SCALE 3" = 1' - 0" 1/4 -20 57120 750" 1 O /-" 3/ (0 12" 0 630" O D l � 1 DECORATIVE RECESS TRACK ®TRACK ® SLIDE STRAP SCALE HALF SIZE 10 SCALE HALF SIZE 11 SCALE HALF SIZE 1. THIS SHUTTER SYSTEM 15 0651GNE019 ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1991. EDITION FOR MIAMI - OAOE COUNTY. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPFCIFIC JOBS IN ACCORDANCE WITH ASCE 7 - 88 - MINIMUM 0E5109 LOADS FOR BUILDINGS ANC) OTHER STRUCTURES" TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS 3. STORM PANELS SMALL 8E 3004 -H26 ALUMINUM ALLOY 0.050" THICK. ALL EXTRUSIONS SHALL BE 6063 -16 ALUMINUM ALLOY, UO L PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL. ANO SHALL BE LABELED AS FOLLOWS SAFEGUARD HURRICANE PROTECTION SYSTEMS. INC. BOYNTON BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 6.5.1. 6. MATERIAL SPECIFICATIONS NOTE0 HEREIN ARE THE MATERIALS USED IN PRODUCT TESTING. 7. THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS 7E57E0 FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING 1N CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203 AND 202. REFERENCE HURRICANE ENGINEERING TESTING. INC. (H.E.T.1.) TEST REPORTS No. 98 - 745. REFERENCE. ALSO. AMERICAN TESTING LAB TEST REPORT No. 0504.01 -98 AND CONSTRUCTION TESTING CORP. (C.T.C.) TEST REPORT No. 99 -028. 8. TOP 1 BOTTOM OE TAILS SHOWN MAY BE INTERCHANGED AS FIELD C ONDITIONS DICTATE. PANELS MAY 8E MOUNTEO HORIZONTALLY W HERE APPL 9 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENOATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER FINISHES 10 PERFORATED PANELS MAY BE USED WITH SOLI() PANELS ON SAME OPENING. BUT MINIMUM SEPARATION FROM GLASS SHALL COMPLY WITH PERFORATED PANELS REOUIREMENTS IN TABLE 2. 085• 85'x /�•i .460" 250" .050 -/ .250" BBO I (ZAMAC 3 ALLOY) O WASHERED WINGNUT SCALE . HALF SIZE / 559'; 245, 1 090" \ -:-4 � C.10 H .120 " - MAX 1/4" I ,745", 1375" / INSIDE MOUNT (.17'3\ SLIDE TRACK SCALE HALF SIZE FASTENER (01 12" 0 C FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P S F 8(01 8" 0 C FOR DESIGN LOADS GREATER THAN 110 P S F 15E6 ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR( ALUM ANGLE CLOSURE PIECE 1 = 2': x 0 125" MIN TO 2" x 5" x 0 125" MAX - EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE—' O BUILD - OUT MOUNT SCALE 1.1/2" = 1' - 0" oI - 125" 1.00" MIN 5.00 MAX. ® ANGLE 5 SCALE 3" . 1' - 0" HALF PANEL 0 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. O DIRECT MOUNT (HALF PANEL) SCALE. 1 -1/2" . 1' - 0" .0 MAX APPROVED AS COMPLYING 66TH THE SOUTH FLORI . A BUIL..NG CODE DcwATE, u° PRODUCT . '. DL OPhSIOH BUILDING CODE CO:APUANCE OFFICE ACCEPTANCE' NO. 00 - 03L7 . 0 8 C3 n O) C C — (0 N Hn ° Z LL 135/3 CO CNm o - 0 ) N (0 11 co CL VJ.'tNEZEVIcH I, rwL:1°r.4, n4m7i Fl 1.19/ Nu: °c 9110 1 1 • \ 00 -052 of 07 000 II VI/ IL /0J: +�•noll 1 EXISTING GLAZING-- SEE MIN STORM PANEL SEPARA TION FROM GLASS TABLE 2— OPTIONAL RECESS TRACK MOUNT ue/r//uo lop T "T"—,-- EXISTING CONCRETE. PENETRA Ho Law BLOCK OR '4000 FRAMING SEE EXIST1N: srucco 1 ANCHOR SCHEO BASED FINISH C.,: PLYw000,., \EDGE_ E" x ON TYPE OF STRUCTURE SOFFIT 2" 1/8" :\OIST CO ALUM ANG.E OR 4" I x 1/L x CONT. ALI.:* FLAT PLA": EX STING / GLAZING REINFORCING @ MIOSPAN ' AS REQUIRED. PANELS FAST'O D p LAP JOINTS 0 i W/ 1/4" x 1/2" I1 `i•' TWO i/L."0 x 1.-•/2" THUMB SCREW w STAINLESS S TET_ WITH WASHER WOOD LAG 5CRE**5 IN MOLLY JACK ;a z_ 26" OC MAX • -' PENETRATION 7 - NUTS E 1 MIN THRZ 2.0E0 INTO EXISTING ST•JOS- -1/1" MAX • • FASTENER, SEE ANCHOR - _XSCHEOULE. REFERENCE • CONNECTION TYPE 4 O CEILING/FLOOR MOUNT SECTION SCALE 3" x 1' - 0" , SEE MIN STORM PANEL. ' SEPARATION • 0 w FROM GLASS TABLE 2 ‘k. • : E XIS TING CONCRETE. HOLLOW BLOCK OR W000 FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' 2! < / EXISTING CONCRE Ti, HOLLOW BLOCK OR W000 FRAMING SEE ANCHOR SCHEO BASSO ON TYPE OF STRuC FASTENER. SEE An:HOR SCHEOULE. REFEREE CONNECTION - TYPE " O TRACK / DECORATIVE TRACK \:21 SCALE 3" = I' - 0" z• E. 0 6 E EE MIN STORM PANEL SEP. FROM 1 01*55 TABLE 2 PUNC)- '/7" 1" HOLES N ADJACENT PANELS 7 0 RECEIVE THIS 1/ SICIEwALK BOL 7. 'H NUT PLACE PANEL 2vER EACH ADJACENT PANEL ANO FASTEN wiNGNUTS FROM - -rE 895105 ITYP 1 H ANOL E 12" A=.ROVE0 AS COMPLYING VATHT:H.F. S FLOM IGGOOE I :ATE 0 o7 2-°°° _ROW "—FASTENER, SEE ANCHOR PWCUCT I.PC9.13IVISION SCHEDULE. REFERENCE CONNEC (ION "TYPE 1" 7.:EPTAi:CE :ID. 00 • E. :WIC. COOS CZ:1.0LIANCE C9 MOUNT F(C1 7 OOR rerrett 1/1."0 L WOOC) LAG SCREWS 21. C R M E MAX E o w ri PENETRATION - T" W000 ROOF TRUSS OR FRAMING MEMBER —1/6 MAX x s;: TWO 1/40 x L " -1/2 @ 6 0 C STAINLESS S 7 010 3/4 W000 LAG SCR TEX SCREW w 71 T320/4L MAX B TR E TRUSSES S E E E S < N Z , c13 PENETRATION "T 0 w / 0 PENETRATION "T . 1 E MAX -1/4 x 1-3/4" STAINLESS / STEEL w000 LAG SCREw ® i2 0 C w/ 1- i/2" THREADED 2" x 6" P T C ON Ty PENE TR "T" IN ro wOOD BLOCKiNG W000 BLOCKiNG PENETRA TION - T - r) CEILING/BUILD-OUT MOUNT SECTION \ -2" o 2" o 1/8" W WITH S TUOS REMOV :I CONT STuD ANGLE EXISTING W000 FRAMING MEM :TA EXISTING GLAZING— SEE MIN STORM PANEL g SEPARATION FROM GLASS TABLE 2 HANDLE 0 TYP 1 I 1 ii." TYP PUNCH 1/2" x 1 1111 HOLES IN AOJACENT PANELS TO RECEIVE THIS 1/1.-20 SIDEWALK BOLT t. Pm NUT PLACE PANEL OVER EACH ACJJACENT PANEL ANO FASTEN wtNGNUTS FROM THE INSIDE IT ORILL 1/2"m HOLES ■2" 0 C 3" x 8" 1/4" 6063 ALUM ANGLE--- •••• ANY FASTENER iN ANCHOR SCHEDULE @ 3" 0 C 6 PANEL INSTALLATIONS EGRESS WINDOW SCALE 3" = - 0" 0 1/2" TYP 0 x 0 MAX FASTENER. SEE ANCHOR 1.. ‹SCHEOULE. REFERENCE CONNECTION - TYPE 4' ( BUILD MOUNT SECTION SCALE 3" 1' - 0" XIS TING HOLLOW BLOCK \ ' \ \ • • CONT ALUM TUBE piLx3/4 TEX SCREW @ 9" 0.0 z a. a 0 5, 3" 6" 1/4" x 6063-76 ALUM. ANGLE ANY FASTENER IN ANCHOR SCHEDULE @ 3" 0.7 \ EMBED; —3/8 'a, HOLE FOR FASTENING PANEL 4 D 0 2 0. WIDE NOTCHES ITYP 80711 SIOESI POWERS C '3" 6 1/6" 1-2" CALK @ 4" 0 6063-75 ALUM ANGLE FLOOR MOUNT WALL MOUNT .• • ...... (MAX. PANEL HEIGHT — 6'. 8) \ (MAX. !DESIGN LOAD 76.00 P.S.F.) .- 60 0 0.) 00)C .< co ,.; zo- 4-_) E . c` 6 1 D Cn El. 2 cc D 0 J A gl ci<, . SZLIAAY.W■ID f KNE7E'rCH 40' 7 0.1 0.0E01 1k1 (r....ensI0 P oo 10063 sneer 3d l SEE MIN STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING GLA 01NG --- EXISTING A ZING -- SEE MIN STORM PANEL SEPARATION FROM GLASS TABLE 2•—•— 08/17/00 10 37 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING SEE ANCHOR 5CHE0 BASED ON TYPE OF STRUCTURE ITYP TOP & BOT TOM) _ {_ � -1,5,--c- ., FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING SEE ANCHOR 5CHED.8A5E0 ON TYPE OF STRUCTURE ITYP. TOP 8. BOTTOM, - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE 1 CONNECTION "TYPE 1• (TYP TOP & BOTTOM) 011. x 3 /L^ TEK SCREW ® 12" 0.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 12" 0 C. O CARRY BEAM MOUNT SECTION (SEE TABLE 4) SCALE. 3 • 1' - 0" —.1/4 MAX J Z) m Q 4 a 5) O W N O W IN x Z E: J N (12 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1" S SET & SLIDE" ASSEMBLY - INSIDE MOUNT O SCALE 3" =1' -0" TO LOCK. STRAP IN PLACE USE A THUMB �L SCREW OR A TRUSS HEAD BOLT ) /4 - ?] MACHINES SCR?.• STUD (d 12 " C. N T S (-1/4 MAX. TAP ORAL 0 7 FOR • 1/4 -20 NC THREAD -1/2 "0 x 1 /4" NYLON BUSHING I OR 1/4-20 S S NUT —3 /4" MAX O U Nm Z � N 1 -1 14" MAX ) : MAX 1/2 "0 x 1 /6" NYLON BUSHING\ OR 1/4 -20 S 5 NU T ,01 ,® 4 LOCAT1ON OF 506)0 "SET & SLIDE" ASSEMBLY (ISOMETRIC VIEW) 2 x 9" (CNT 6063 -15 AoUM LAP BEAM TWO 5/16"0 300 SERIES STAINLESS STEEL MACHINE BOLTS ANO LOCK NUTS TWO 3/8 -16 POWERS CALK -IN ANCHOR WITH 1 -1 /4" MIN. EMBEDMENT (PER ANGLE) 2 - x9 "--\ 012 x 3/6" TEK SCREW (al 8" 0.0 TYP. 2" x 7•• x 1/4' x 0' - 5 -3/ 6053 -T6 ALUM ANGLES ITYP TOP & BO 100M) O CARRY BEAM WALL CONNECTION (SEE TABLE 4) SCALE 3" = 1' - 0 TWO 3/8 -16 POWERS CALK - ANCHOR WITH 1 -1 /1" MIN EMBED. INTO EXISTING CONCRETE ANO 6 - 1/2" MIN. EDGE DISTANCE 3 -1/2" t.YC 072" TYP- TWO 5/16 "0 T A B L 4 2" x 9" 6063 -T6 ALUMINUM FLANGE THICKNESS = 0.224' WEB THICKNESS = 0.072' PANEL SPAN (FT - IN) BEAM WINO LOAD (P SF I L - 6 -0 6 -0 10 -5 44.0 6 -0 6 -0 8 -0 10 -1 4 -0 6-0 8 -0 9 -3 50.0 60.0 BEAM SPAN (FT - IN 1 15 -6 13 -7 12 -L 11 -3 14 - 11 13 -0 11 -10 10 -11 1L -0 12 -3 10 10 - 4 NOTE: -MEAN ROOF HEIGHT LESS THAN OR EQUAL TO 25' - 0' •IMPORTANCE FACTOR I a 1.05 3 - 3/6" •, 4 - 1/2" MIN E0GE DIST. 4 R P OPTIONAL ANGLE LEG DIRECTION BEAM SPAN • EXISTING FINISH EXISTING CONCRETE STRUCTURE s OPTIONAL ANGLE . LEG DIRECTION • MBED O CARRY BEAM WALL CONNECTION (SEE TABLE 4) SCALE 3" • 1' - 0" APPROVED AS COMPLYING 651TH TM SOUTH FLORIDA B DATE BY PRODUCT C INC CODE 2000 ROL OMSION 8UIl0ING COOS COMTU41/CE OFFICE ACCEPTANCE NO 100 - 0 ZLo g ANCHOR FASTENER MAXIMUM SPACING (INCHES) REOUIREO FASTENER ANGHUM SLItUULc MAXIMUM SPACING (INCHES) REQU Rao FOR VARIOUS DESIGN LOADS ANO SPANS LO' ? 2 r 0 y� W y ANCHOR TYPE LOAD (WI P S F MAX (SEE N E MIN. Y EDGE DISTANCE MIN. 3 EDGE DISTANCE SPANS JP TO 5' - 5` (SEE NOTE 11 CONNECTION TYPE 1 2 i 3 1 L SPANS (SEE CONNE 1 8' - NOTE TYPE 2 UP 8 TION 3 TO 1) L SPANS (SEE CONNECTION 1 10 - NOTE TYPE 2 UP 8` 3 TO 1) L SPANS 5' (SEE NOTE CONNE TYPE 1 2 UP - 6" TION 3 T 1) L SPANS (SEE CONNECTION 1 B' NOTE TYPE 2 UP - 8'• 3 T. 1) L SPANS (SEE CONN 1 10 510TE TYPE 2 UP - 8" -TION 3 T. 1) 4 • HOLLOW OLOCK 1111111111111111111111111111 1/L If,/ OR ELCO ON 1.1 /L " T n M En8E0nENT 48 12 12;108 10 12 6 5 : 12 12 12 12 12 12 12 12 7 6 9 12 6 4 1 4 1 62 12 12)8 6 8 11 12 3. 62 10 12 12 12 12 12 11 12 6 4 7 10 5 72 12 11 12 5 I NI -'I ^I 7 Irlrlrl 10 10 4 3 3 9 10 • 12 12 12 12 12 12 12 9 12 12 12 12 E 5 5 4 4 7 rlrlrl 10 o of of 5 N�I�I L 9 2 200 1215 10 I_ ^ICI I il o 10 4 3 9 E 12 11 E 12 9 8 E 5 4 1111111111111111IDW1111161> 3 /Iv..T., PHILLIPS M4" MIN PCON r- 1 /L -01. EMBEDMEn1 NT 48 9 121 5 5 12 12 4 �j} � /J4 5 12 % :o f 10 10 12 7 12 9 7 �0 74 5 7 6 3 3 9 62 7 1015 3 72 6 9' 4 3 11 9 �r 48 4 5 'M 12 10 7 10 S 7 6 6 12 6 4 6 3 92 5 7 9 7 n/ e r L 4 S 5 'A / 5 �p Li El 3 V 12 6 6 II II F.4 F /' 4 4 6 6 3 3 4 200 4 5 l''/4,11 * 1 • \I∎ _ 48 1212:108 6 5 12 12 6 5m 72 ®5 12 4 12121212 7 12 12 ®m8 4 12 12 12 8 6 62 12 12:3 16 m " 6 125 12 12 4 4 4 3 3 8 ® 4 ® 12 4 4 3 12 3 12 3 12 12 11 8 10 8 6 12 11 11 12 8 6 11 12 7 5 1 /L POWERS CALK - IN v/ 7/8 EMaCOMf0 4 1/4 STAINLESS STEEL MA 1n1NE SCREW 72 12 12' 7 12 12 12 7 7 5 5 11 11 12 12 7 7 5 5 92 11 32'5. 4 200 8 121 3 8 12 4 3 8 121'2 12 4 3 11 12 7 5 11 12 7 5 11 12 7 5 12 48 12 12111 8 11 12 7 5 7 6 5 4 12 12 12 10 12 12 8 6 10 12 7 5 / ---- 62 12 12; 9 6 8 12 6 4 12 10 4 3 12 . 8 9 12 6 5 8 11 5 L . P0.nns i.n.c N■LIM ANCHOR yam I - 1/6 - MIN E38E0330 31 72 11 12' 7 5 7 10 7 3 12 . 4 3 12 12 7 8 11 5 4 8 11 5 4 92 9 1215 4 7 10 L 3 7 . 4 12 7 5 8 11 5 4 8 11 5 4 200 7 10 4 3 7 10 4 3 7 10 4 j 115 7 4 8 11 5 4 8 11 5 4 * >�`� 48 12 12 10 7 12 12 12 12 8 6 6 5 12 10 12 12 6 5 12 4 12 12 11 11 9 12 12 12 12 9 7 7 5 12 10 12 12 7 6 6 4 * 62 12 12' 9 ,,, FE 1 ..NEL0ATE- 3' 411 9 s 72 12 12' 3 6 10 10 12 12 5 5 4 4 10 10 � 5 5 L. 12 4 12 4 7 6 10 10 12 12 6 6 4 4 10 10 12 12 6 I 'oI 'oI L L 4 92 12 121 5 5 NA .... 3 03 3 0 200 10 1215 4 10 12 5 4 10 12 5 4 . 12 6 4 10 12 6 L 10 12 *L>•I vL - . rnu - PAST uP GRIP CF W/ I•I/L" MIN EMBEDMENT 48 12 12 7 9 12 10 12 7 4 10 3 12 12 4 10 11 12 7 11( 7 8 12 6 4 - 62 11 12 5 7 5 * 1l 49 6 9 12 3 12 12 12 12 8 11 5 12 7 10 NIN�N�NI 12 72 10 12.5 5 6 12 12 11 6 9 12 3 11 12 12 12 7 10 5 12 7 10 92 200 I -I- I ml .3 1 ^I ^1 [7,I,I [71P I.14I 12 12 P1Pl 9 F(MALI (LCD NE vL - „ N Er v . -TO s s ...CNN( NIA 3.000 • S.LCOICRETEI 12, 10 l rir 10 10 ININ rlrl l oio I - ANCHOR FASTENER MAXIMUM SPACING (INCHES) REOUIREO SCHEDULE FOR VARIOUS OES :SN LOADS AN0 SPANS IV 0j N O: t n ANCHOR 1"" _ L040 ( WI P S ' max N f , MIN, 2• EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO B' - 8" (SEE NOTE 1) SPANS UP TO 10 - 8" (SEE NOTE 1) SPATS JP TC 5' - 5" (SEE NOTE 1) SPANS OF TC 8' 8' (SEE NOTE 1) SPANS UP TC 10 - 8 (588 NOTE 1) 123 NNECTION TYPE 3. CONNEC TYPE 3 7 rION 3 3. CONNECTION TYPE 2 3 1 CON'.E:T "'E 1 1 7 3 ON L TYPE 123 L CONNECTION 1 TYPE 2 3 L 3131331 1L1111111111111111ll1111111111111 - 03"s ITV OR [LCD TAR ON W/ 1 )/ - EMBEOnENT (LAN 3,1001.S1C0NCRETE) 48 12 12 12 12 12 12 12 12 12 12 11 9 1 21 1 2 12 12 17 12 12 12 12 12 12 11 62 12 12 12 12 12 12 11 9 12 12 9 8 121 12 12 12 12 12 10 12 12 11 9 72 92 12 12 12 12 12 12 12 9 12 12 12 12 9 9 8 8 12 12 12 9 8 12 12'12 12 12 12 11 9 12 12 11 9 12 9 8 12 12 12 11 12 12 11 9 12 12 11 9 200 12 12 9 8 17 12 9 8 12 12 9 8 12112 11 9 12 12 11 9 12 12 11 9 �1111UII1111111111111111.EllDD 3/‘5 ITN 1.633.01.0 fA0 TAPCON v/ 1.)/l- MIN EnBEOnENT (mu. 3.100 P.5.I. CONCRETEI 48 12 12 12 10 12 12 7 6 12 12 6 5 121.2 12 12 12 12 9 7 12 12 7 6 62 12 12 9 8 12 12 6 5 12 12 5 4 12 11 121'2 9 9 8 12 12 12 12 7 6 6 5 12 12 12 12 6 6 5 5 72 12 12 8 7 12 12 4 12 12 5 4 92 12 12 6 5 12 12 5 5 4 4 12 12 12 12 5 5 4 4 121 12' 7 121 5 6 5 12 12 12 12 6 6 5 5 12 12 12 12 6 6 5 5 230 12 12 5 4 12 12 0 1/1. POWERS CALK•IN W/ T/6 THBEOMENT 4 1 /L•70 STAINLESS s rut. NACKwe SCREW ILON 3.000 P.S.I. CONCRETE) L3 12 12 12 12 12 12 11 9 12 12 9 8 121'2 12 12 12 12 12 12 12 12 12 12 62 12 12 12 12 12 12 8 7 12 12 7 6 121 :2 12 12 12 12 12 12 12 12 10 72 12 12 12 10 12 12 7 6 12 12 7 6 12112'12 12 12 12 12 10 12 12 12 10 92 12 12 9 8 12 12 7 6 12 12 7 6 12 12 12 12 12 10 12 12 12 10 230 12 12 7 6 12 12 7 6 12 12 7 6 121:2 12 10 12 12 12 10 12 12 12 10 48 12 12 12 11 12 12 9 7 12 12 7 5 121 12 12 12 11 8 12 12 9 7 52 12 12 11 8 12 12 7 5 10 12 6 4 121'2.12 10 12 12 8 6 11 12 7 5 1 - =0 °°� POEn1 :. . W MAC N•1L1N A 3,..OR 01 1.416 MIN EMBEDMENT (ww.3.000 PS CONCRETE) 72 12 12 9 7 10 12 6 4 10 12 6 L 121' 2'12 9 11 12 5 11 12 7 5 9 2 12 12 7 5 10 12 6 4 10 12 4 12C? 9 7 11 12 5 11 12 7 5 200 10 12 6 4 10 12 6 4 10 12 •6 4 11( 7 5 11 120 5 11 12 7 5 * 1l 49 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 12 12 12 12 12 12 12 11 52 12 12 12 12 12 12 12 9 12 12 10 8 12 12 12 12 12 10 12 12 12 9 F(MALI (LCD NE vL - „ N Er v . -TO s s ...CNN( NIA 3.000 • S.LCOICRETEI 12 ' 12 12 12 12 9 12 12 12 9 200 12 .L .N N 12 12 ... ., 12 12 10 8 121'2:12 , •. 12 12 . 12 12 12 9 1 1�A r.- OR ` -P rnu - FAtr TAP . CF W/ 1 -1/2 MW EMBEDMENT (Mw. 3.000 P.S.I. CONCRETE) 3.8 12 12 12 12 12 12 12 11 12 12 10 9 121 :2. 12112 12 12 12 12 12 121 12 12 12 "I - 1 -I 12 12 11 11 1 1 12 :1121 clod PI 12 12 12 12 - 12 1 2 12 11 11 -- 11 1 t 11 t.:1 0 01 P; 62 12 a2 12 12 12 12 10 8 12 12 B 7 72 92 200 12 12 (2 11 12 12 8 7 12 12 8 7 12 12 12 1 2 12 1 2 10 8 12 12 IrvINI Iiml 171- 12 1 2 12 12 Im °�I ir!rl 121 121'2 1 1 11 9 A "EO AS COMPLYING WITH THE SO : H FLORIDA BUIL • LNG COOE 087E O 0 � Z E� 000 sr :.1 _a1 ... PRC:UCT . ROL 01 EU!3.7 :1 :G COCE CO311FL;, CE OFF:CE ACCE rAT;C(ttO o o -. 0727.02 ANCHOR NOTES: 1 SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. ENTER ANCHCR SCHEDULE BASE0 ON T i EXISTING STRUCTURE MA 7 ANCHOR TYPE ANC) EDGE OISTANCCE SELECT DESIGN LOAD GREATER THA OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN 3 EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCH OR WOOD FRAMING REFERENCE ANCHOR SCHEOULE FOR PROPER ANCHOR TYPE 845E0 ON TYPE OF EXISTING STRUCTURE ANC) APPROPRIATE CONNECTION TYPE SEE MOUNTING SECTION 08 1 AILS FOR 10ENT1FICA TION OF CONNECTION TYPE. L ANCHORS SMALL BE INSTAL LEO IN ACCORDANCE WITH MANUFACTURERS' RECOMMENOA TIONS 5 MINIMUM EM3EQM(NT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 6 WHERE EXISTING STRUCTURE 15 w000 FRAMING, w000 FRAMING CONDITIONS VARY FI_LQ VERIFY FHA 1 F45 TENER5 ARE INTO AOEOUA TE W000 FRAMING 0E08E05 N0' PLY WOOD FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 510E CLOSURE PIECES 7 WHERE 14G S:REwS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE 1214 TED IN CENTER OF 00010A1. 2" • 4" (MIN 1 w000 5TUD 3 /1" EDGE D15TAN - E IS ACCEP A L FO R W 00 S T y3,NG wOOD 5TUD SMALL BE SOUTHERN PINE" LAG SCREWS SMALL NAVE PHILLIPS PAN HEAO OR 0E8 HEAD 8 MACHINE SCREWS SHALL HAVE 0I0I000 OF i /2 - ENGAGEMEN OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN 0E40, TRUSS HEAD. OR WAFER HEAD 1510Ew ALX 8GL 00 9 4 : OESIGNA TES ANCHOR CONDITIONS WHICH ARE NOT AC(EP TABLE USES 10 'DESIGNATES ANCHORS wroCM ARE REMOVABLE BY REMOVING MACHINE 5CRE0/ NUT OR wAS WINGNUT 03.5 J -) U 0 < < D a. Z Q2 O Q - IQO) O LL cc D II a? 0 0 . O J oQ 0 : JO ( v..csT+EU: us7. I \'.J. KNE'EVIOH 1 r IC'100bfNAL 4.0113( 1 � 1 FL 'Al c oMio 11c: 1 07100d1 I / • . M !Q.-; . 00-052 1 , 13•43 s o• 6 FASTENER MAXIMUM SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAO (W) P.S F MAX (SEE NOTE 1) MIN 3/4" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO 10 - 8" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 L CONNECT 1 TYPE 2 3 ON 4 CONNECTION 1 TYPE 2 3 1. 000M / T = ai ti " '"" " " " " " " '"" " '""' ` 1 /4 WOOD LAG SCREW W/ MIN 1.5/6 THREADED PENETRATION T SHEAR PARALLEL 09 PERPENDICULAR TO WOOD GRAIN 48 12 12 12 12 12 12 10 9 12 12 8 7 6 2 12 12 12 11 12 12 8 7 12 12 7 6 72 12 12 11 9 12 12 7 6 12 12 7 6 92 12 12 8 7 12 12 7 6 12 12 7 6 200 12 12 7 6 12 12 7 6 12 12 7 6 C1=l1UlQU9 7/16 - e PHILLIPS HEAD W000 SCREW W/ MINIMUM 1.5/6 PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO 4/000 GRAIN 4 8 12 12 12 12 12 12 9 7 12 12 7 6 62 12 12 11 9 12 12 7 5 12 12 6 5 72 12 12 9 8 12 12 6 5 12 12 6 5 92 12 12 7 6 12 12 6 5 12 12 6 5 200 12 12 6 5 12 12 6 5 12 12 6 5 I /L ELCO HALE/ fEHALE - PANELHATE - W/ 7 /6 MW (HEIEO. L 1/E -70 $ S MACww( SCREW 4 8 12 12 12 12 12 12 12 12 12 12 12 11 12 12 10 9 62 12 12 10 8 12 12 8 7 72 12 12 12 12 12 12 8 7 12 12 8 7 92 12 12 11 9 12 12 8 7 12 12 8 7 200 12 12 8 7 12 12 8 7 12 12 8 7 * 0 Snr. 4/000 BUSH•* w/ 1/6'MIN PCMCTRATION .114 -10 SIOEwALN DOLT 48 12 12 12 10 12 12 9 6 1012 7 5 11 8 72 12 12 9 8 12 6 4 8 12 6 4 92 10 8 12 7 5 8 12 6 4 8 12 6 4 200 12 6 4 8 12 6 0. 8 12 6 6 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE I DESIGN I A CTUAL LOAD (wl' SPAN ILL (P S.F I ( ^T - IN) I PERFORATED SOLID MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES( MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) COLUMN 1 COLUMN 2 COLUMN 3 COLUMN 1 COLUMN 2 COLUMN 3 WITHOUT MIDSPAN SEAM BOLTS WITH MIDSPAN SEAM BOLTS WITHOUT MIDSPAN SEAM BOLTS WITH MIDSPAN SEAM BOLTS _ 1 5- 0 4 -1/2 3 1-1/8 3 3 1 - 1/8 30.0 i 8- 11 4-1/2 3 2 6 -1/2 3 1 -3/4 10 - 9 4 3 -3/4 3 L -1/2 3 - 3/4 2 - 1/2 5 - 0 4 -1/2 3 1_1/8 3 3 1 -1/8 40.0 1 9- 7 L -1/2 3 -1/1. 2.3/ 4 -1/2 3 -1/4 2 -1/4 10 - 9 6_1/2 3 -3/6 3_3/4 6 -1/2 3 - 3/4 3 5- 0 4 -1/2 3 1 -1 / 3 3 1 -1/8 7- 0 4 -1/2 3 1 -5/8 4 -1/2 3 1 -1/2 50.0 I 8- 11 4 -1/2 3 2 -5/8 4 -1/2 3 2 - 1/6 10 - 2 4 -1/2 3 -3/4 3_3/4 4 -1/2 3 -3/4 3 5- 0 4 -1/2 3 1.1/4 3 3 1 - 1/4 60.0 7- 0 L -1/2 3 1 -3/4 L -1/2 3 1 -1/2 9- 3 4 -1/2 3 -3/8 3 -3/8. 4 - 1/2 3 - 1 /4 2 -5/8 5- 0 70.0 4 -1/2 3 1 - 1/4 3 3 1 - 1/4 8- 7 L - 1/2 3 - 1/6 3 4-1/2 3 -1/4 2-1/2 1/L -20 STAINLESS STEEL THUMB SCREW INTO MOLLY JACK NUT @ 24" 0 C YP.1 20 GAG` STEEL BENT PLATE 20 GA Z- TEE P LATE TE 08/17/ 10.39 EXISTING BAY WINDOW f =% MAX 1" OVERLAP O TYPICAL CORNER DETAIL SCALE: 1 -1/2" 1' - 0" 1/4 -20 STAINLESS STEEL THUMB SCREW INTO MOLLY JACK NUT (A 24•' OC (rye( -8 1" OVERLAP,Th„, 20 GAGE STEEL 0ENT PLATE EXISTING O WINDOW MAX MAX. 'OVERLAP O TYPICAL CORNER DETAIL SCALE 1 -1/2" • i' - 0" 1 /L -20 STAINLESS STEEL THUMB SCREW INTO MOLLY JACK NUT @ 24" O C (TYP I OVERLAP 0 O TYPICAL CORNER DETAIL SCALE 1 -1/2" = 1' - 0" T A B L 2 NOTES FOR TABLES 1_.4 2; 1. 55TE SPECIFIC WIN7, LOAD CALCULATION BY PROFESSIONAL EN3INEER. 2 ENTER TABLE 1 14 NEGATIVE DESIGN LOAD TO OETERMINE MAX ALLOWABLE STORM PANEL SPAN. POSITIVE BADS LESS THAN OR EQUAL TO THE NEGATIVE LC =OS ARE ACCEPTABLE. 3 FOR DESIGN LOADS BETWEEN TABULATED vALUES. USE NEXT H■GHET _DAD OR LINEAR INTERPOLATION MAY BE USED TC DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. L. ENTER TABLE 2 4 / POSITIVE DESIGN LOAD TO DETERMINE MIN 5 739M PANEL SEPARATION FROM GLASS FOR COMPLETE ANCHOR SCHEDULE NOTES SEE SHEET 5 OF 8 MAX. ALLOWABLE SOLID AND / OR PERFORATED STORM PANEL SPAN SCHEDULE NEG DESIGN LOAO (P.S.F.) 40.0 45.0 48.0 50 0 51.0' 55.0 60 0 62.0 65 0 66.0 70.0 72 0 75.0 80.0 90.0 98.0 100.0 110.0 120.0 130.0 160.0 150.0 160.0 170.0 180.0 190 0 200 0 $PAN (FT - IN) 10 - 8 10 - 5 10 - 1 10 - 1 10 - 0 9 -8 9 -3 9_1 8 - 10 8 -9 8 - 8 -6 8 -3 7 -9 6 - 11 6 -2 6 -3 5 -8 5 -2 4 -9 4 -5 4 - 3 - 10 3 -8 3 -5 3 -3 3 -1 APPROVED AS COMPLYING WITH THE SOUTH FLORIO BUILD G CODE DATE O " 07 Z BY �� /• uSI PRODUCT C TROL 0M31051 8UIL0910 CODE COMPLIANCE OFFICE ACCEPTANCE HO 0 ° G3 0 010 0 w W ( Z 0< 0 c 67 O 2 04 aZ_ a 0 0 , 3 O a , V.J H I ' "5S AL E rr NEE FL L/cer f e :40: "a' >i1 1�7 20 oj ` 3/14/0)1 I•" "' I 00 -052 Sheet 6056 DETAIL ANCHOR SCHEDULE 1 /L"O ITW rAPCON W. 1 -] /L MIN EMBEDMENT CONC. 1 BLOCK "..° vOWERS :ALX POWER 7 /! EMBEDMENT L I /4-20 STA•NLESS STEEL MA'NwE SCREW CCNC. I BLOCK 1/L'•m w000 LAG SCREW w /MIN '- ] /L"TNREAOEO PENETRATION - i' SHEAR PARALLEL OR PERPENOKOLAR TO w000 GRAIN W000 7 I ]- 1:- I L IT EXISTING GLAZING — I- SEE MIN STORM PANEL 5EP ARATIC :. FROM GLASS. TABLE 2 -1— FMB EXISTING CONCRETE, HOLLOw BOCK OR w000 FRAMING SEE ANCHOR SZHEEO BASED ON TYPE OF STRUCT FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNEC 710N TYPE 2 Otl / 16 / OO 54 O WALL MOUNT SECTION SCALE 3" 1' - 0" E ' / MIN "' C MIN . EXISTING • GLAZING 1/2" C A1� I INU LUNLMC 1 C. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1' SEE MIN STORM ▪ PANEL SEPARATION FROM GLASS TABLE 2 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNEC TION'TYPE 1' EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE EXISTING CONCRETE. HOLLOW BLOCK OR W0013 FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE 1/L TMRU BOLTS WITH LOCK NUT @ 2•' 0 C A r 100•' 4 0 1/L MAX --',2 /4" MAX E /.,S TING CONCRETE. MOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE EXISTING GLAZING SEE MIN. S "ORM PANEL SE'ARATION FROM GLASS, TABLE 2 0 O "Z E a te a. 1 /L MAX RiL . 3 /L•• TEK SCREW 6 " 0 C OR 1/1.-20 MACHINE 801 WITH LOCK NUT [01 6" 0 C , - FASTENER. SEE ANCHOR OPTIONAL' F' ANGLE DIRECTION SCHEDULE, REFERENCE CONNECTION "TYPE 1 O BUILD -OUT MOUNT SECTION SCALE 3" I• - 0" EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHEO BASED ON TYPE OF STRUCTURE O/ O I - L_�_ _. r . FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1" O BUILD -OUT MOUNT SECTION SCALE 3" A 1' - 0•' SEE MIN STORM PANEL SEPARATION FROM GLASS TABLE 2 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1' R1L 1 3/6 TEK SCREW 6" O.0 OR 1/L -20 MACHINE BOLT WITH LOCK NUT (E7 6" 0 C ITYP TOP 4 BOTTOM) 1 /4" MAX '-1 /L" MAX 1/4••0 THRU BOLTS W/ LOCK NUT (ul 12" 0 C FASTENER. SEE DETAIL 1 ANCHOR SCHEDULE. REFERENCE STRUCTURE II OS USE Two ANGLES EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING SEE ANCHOR SCHEO BASED ON TYPE OF STRUCTURE O "PASS THRU" SECTION S CALE. 3" z 1 - 0 0 O z VI 0 a 1 /6•' MAX EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1 FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNEC "TYPE 1•— EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 APPROVED AS COMPLYING PATH (HS SOUTH FLORIDA BUILDING COGS DATE O4 /07 /ZoA BY PRODUCT,. NTROL ul' /IS'G11 BUILDING COOS COMPLIANCE G r - !C O ACCEPTANCE NO 00 - 0317-08 EXISTING CONCRET OPTIONAL STUO ANGLE DIRECTION HOLLOW W BLOCK OR SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE © "P TRACK/DIRECT MOUNT SECTION SCALE: 3" , 1 ' - 0" 1 001 JJ W n 0a z a g O (- 4 O ¢N 0� 6 0J oa 0 II Y.J. KNEZPVIC/1 1ivals,H4 E; HEEEI F1 L,Icnn 9 NO r•R 00 `0v B7 N E 93 RO 57 ?o' AS P NA LT PAVEMEfir l Pilaf yA.O 25.90 Z EXI5iityc fe tEe N E D U4aA I. Willi MeV • RMF ) /! // I / / / / / // /ti 104' 'L PLAN s'4A LEGAL PESCRiPTIoN; LOT . 3 AND WEST 25' of 1.0T 4 DR/Isom 13ti/ LURE P6 44 PGA"' 63 OF pt)F3 t G EECoR.p5 OF RAPE C 0.1 r/ FL. GEN F_QAI. 1 gLE C T R I CA L. - L161175 ` REcpprAGI.E.5 to 5E .. CoNNEcTV7 To Ex ►STING SPARES e # 14 CO. 15 MAP. 33KR5 Al2 COU1)ITtaNE2 - .. WA 01417 Aeon TO CODE PLO F3111I G kl ).) Owners Name and Address' 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 building during progress of the work. Registered Architect and /or Engineer Name and address of licensed contractor... Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done / Q State work to be done and purpose of building (by floors) Building vs ,s ,* i �; — E% (Z� �1� r.;1 i1 nd for no other purpose. New Build • Remodeling ___ Addis n Repairs N of Stories To be constructed of Kind of foundation Roof vering Estimated Total cost of improvements $ " Amount of Permit $ 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 The undersigned applicant for this building permit 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, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed) •___ Date , 19 No Street STATE OF FLORIDA, COUNTY OF DADE. j ss 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 stated are true. Permit No a Date >> '" �� Read, Sworn to and Subscribed before me. Disapproved . ____ Date �, �G :\ Notary Public, State of Florida (Signed) - __ '.1. -,f`- Building Inspect& My Commission Expires PLANNING BOARD DATE Chairman 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. APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed state,su•nt or 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 iuilding 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. ' 19 a.1-- Owner's Name and Address �.�' ?f� :l..rZ.f.. _ No...._..... Street_.. Registered Architect and /or Engineer Name and address of licensed contractor ( ;�C Ol' _...._ Location and legal description of lot to be buil on: Lot 2 Block Subdivision .»._ ._..._ ..._.. Street and Number where work is to be done _.���16 :....._._.. State work to be done and purpose of building (by floors). Ncw Building v Remodeling Addition To be constructed of Kind of foundation Estimated Total cost of improvements $/1 V Disapproved (Signed) L t • I MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT uilding Inspector Amount of Permit $. 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.. 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 5066. Compiled General Laws of Florida, Permanent Supplement. and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this pennit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks __._.__ (Signed) S . 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- peared 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 fads therein by him stated � a ' re true. Permit No k Date.. ..! Date ..: .............:..•[,..111”11 ..•!•,t:.ttt, a T "t. Aciarf pe4 w &-d ... for no other purpose. Repairs No. of Stories — Roof Covering Read, Sworn to and Subscribed before me. to me well known, Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Citainnan _ 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 rein >pec•tion fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection oe faulty materials and/or workmanship. BUILDING PERMIT APPLICATI FBC 2001 Owner's Name (Fee Simple Titleholder) r\- Owner's Address ' l A City f1' Tenant/Lessee Name $ Value of Work For this Permit County Escrow Fee $ 0 0 Education/Training Fee $ Code Enforcement $ Minus Plans Check Fee $ State Number of: Bays Stories Type of Work: ['Addition Describe Work: %f ' r Miami Shores Village wilding Depart nt igiftyr y&olv6c/e Permit Type (circle): - Building , Electrical Plumbing _ Job Address (where the work is being done) County Miami -Dade City Miami Shores Village Is Building Historically Designated YES NO Permit Fee $ P.ef No. Master Permit No. Mechanical Roofing Phone # Zip y; Phone # i A Contractor's Company Name i 1 � ; � � ' /`. � � ' - � � ��� Phone # � � � Contractor's Address l 4 ;�� .� r { , ; }� . -K City I � '1, ,d State Qualifier - ` C - ✓ ' L Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City State Zip Families Bedrooms Baths teration ONew �I Repair/Replace ❑ Demolition N Total Fee Now Due $ a." ' Pd ChecKif iq oto Zip Zip Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** Notary $ Tech $ Scanning $ Bond $ Struct. $ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 - p7 Radon $ aoo3 % 3 n0 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,.. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occur seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection ill not e approv • • and reinspection fee will be charged. Signa + r`�� _ �� — Signature Owner ' r Agent Contractor The foregoing instrument was acknowledged before me this /9 The foregoing instrument was acknowledged before me this /1 day of , � , 20C'j, by bl ter c CFST BUG c , day of , 20 by 6'0 w ((1 o,(i2(S , who is personally known to me or- whe- hasprndured who is personally known to me or whtrharprodueed As identification and who did take an oath. as identification and who did take an oath. NOTAR PUBLIC:: NOTARY PUBLIC: Sign: f Cti- `[ 6O _ _ Sign:. �,.r L� — h s7 PVe MARY ANN MIRASOIA Print: 0 , ., Print: My Commission Expires: �„ �° MY C OM►SSION E) PIAES My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * *.... ***,► * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. a- l �0 Yom/ ) Certificate of Competency No. ****•* * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** £ ** * * * * * * * * ** APPLICATION APPROVED BY: :hc7/7/03 ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Jg catio r a 3 Plans Examiner Engineer Zoning ' x 4-8" • Gustinger 1216 NE 93 St. Miami Shores, Florda 33138 1639880 1 4' -5 "x 4'-2" 3 2 5' -9 "x 6'-5" 5' -9 "x 6=5" OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING ELEV. (ft) OPENING DIMENSIONS WIDTH (ft) HEIGHT (ft) MAXIMUM POSITIVE PRESSURE (psf) MAXIMUM NEGATIVE PRESSURE (psf) 1 (2) PW mulled Impact 5 0 5.9 6.5 38.0 -48.3 2 (2) PW mulled Impact 5 0 5.9 6.5 38.0 -48.3 3 PW Impact 5 0 4.5 4.2 39.9 -52.0 4 (2) SH mulled w/ 5 0 5.9 3.2 39.9 -52.0 existing shutters Gustinger.xls FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS BUILDING DATA Wind Velocity (mph) 140 Importance Factor 1.00 Exposure Category C Internal Pressure Coefficient+ 0.18 Mean Roof Height (ft) 20 Building Width (ft) 60 Building Length (ft) 40 Roof Slope (x:12) 0 STRUCTURES INTERNATIONAL, LLC JOB INFORMATION Company Marathon Construction Prepared By IB -Off Client Name Gustinger Job Description 1216 NE 93 St. Miami Shores, FI. 33138.0 Job Number 1639880.0 ( VERSION 1.01 ) Width of Edge Strip (a) in feet = 4 Copyright 2002, Structures International, LLC 8/12/03 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DA. E COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 TRACO Security Windows & Doors, Inc. 5100 NW 72 Ave. Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Aluminum Tube Mullion (No Reinforcement) APPROVAL DOCUMENT: Drawing No.M95 -08A, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions," prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 99 0104.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 01- 1218.01 Expiration Date: January 2, 2007 Approval Date: January 2002 Page 1 Binnings Pan American ACCEPTANCE No.: 01- 1214.04 APPROVED: February 7, 2002 EXPIRES: February 1, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 00- 0501.16, which was issued on June 29, 2000. It renews the approval of a structural clipped mullion system, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 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 PA-8 (1" x) Aluminum Mullion with Steel Reinforcement and its components shall be constructed in strict compliance with the following document: Drawing No PA2- DET.DXF, Sheets 1 through 5 of 5, titled "Mullion," prepared by manufacturer, dated 01/10/96, revised on 12/10/01, signed and sealed by William M. Myers., P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies only to structural mullions to be installed vertically or horizontally, used with windows with a current Notice of Acceptance and installed as shown in approved drawings 4. INSTALLATION 4.1 The structural clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance - 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Raul Rodriguez, Chief Product Control Division 4.000 6.000 STFP 1 STEP 2 STFP 3 STEP 4 STFP 5 2.000 --I TYPICAL WINDOW FRAME INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DARE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS STFP f ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DEVON LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL [GLAZING PRODUCT _1 X 2 X 1/8 ALUM TUBE ��� 2.000 3.000—.- 4,000 -- MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 X 3 X 1/16 X 1/6 [ALUM TUBE 1 X 4 X 1/16 X 5/32 ALUM TUBE Engr. OR. MUMAYOUN FAR000 STRUCTURES FLA PE / 16557 ' DEC 1 2 2001 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMIITAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 -T5. PRODUCT RENEWED AocErrANcE No. 0 / ig• of DIPIBAIION DA / X V 2 2.007 BY PRODUCT CONTROL DIVISION Mg WINO CODE COMPLIANCE OFFICE drawing no. M95 -08A (sheet 1 of 3 e 6 -1 B n 20 1 '.2 - .1 /B sJ.6 TUBE NO STEEL 612 GLAZING PRODUCT VERTICAL r - MULUON GLAZING PRODUCT TRIBUTARY WIDTH = w1 ± W ANCHORS TYPE AB, OR C GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT 30 40 50 60 70 TRIBUTARY WIDTH - INCHES ANCHORS TYPE AB. OR C WI MULLION LOAD CHART MUWON SPAN ANCHORS A.B. OR C W2 HOR2ONTAL MULLION 80 3 I_ AB, OTC N 0 N W� 6 6 20 6 .4 m 20 MULLION LOAD CHART 1 NULL TUBE "■■'■■�i= IRS -mu UL PA + 38 40 CO 60 715 TRIBUTARY WIDTH - INCHES TYPICAL MULLION ARRANGEMENTS ANCHOR LOAD CHART a • 0• °a ANCRORS TYPE A RECT -s.R r 30 40 50 60 70 GO TRIBUTARY UIOTH - INCHES MULLION LOAD CHART rum 1111111M1111111.11:=.= ■,1,11, ■ww■ ■ \��� ■"\' ■,U■■■, r� 111111M11111■ ■•■11■1■ 11■ ■1 ■iffnUM■ ■■w\ 111■►111\nv■■■wt \1■IL\MMMV■■■■■ 1■\\■\0ZUM\\ ■•■■ 111■■111■11111MI■—MI IMI\1wMISAM .mow ■■;1■■111DE■a■► ►�■►m�w►■w w W'n■■■a►■u11M ■71M■h\111Mw 6 ' z. 1m J N MULLION LOAD CHART '2".4'x1 /8• CUM TUBE; ,5 -5 B NB =EL OBI 1\1111■ ■► \■■■►V■ m : '1I-.■■,w,MIM■ ■aiil■■\TIM\■ ■\ 11111\1=1■ •\v ■ ■® Rl ■ ■A7■U\■ ■\7 \w ■O \■wM ■ ■\ ■1 ®.w, ■ ■■•■ ■I■M■o■■►O■■ 1 4' d 2: m MULLION LOAD CHART 2•.6'.1 /6" ALUM TU3E 10 mat 19A ■►nu■■mg■ rim 1 \I\ ■111111■■►� ■r►r ■■ 11111■R1■\a■►\w►ll 11111•► 1M111 \1111\ in„ ®1I ®\'.-17- Iw111■■ WILI■\\w■■aV ■.\, ■■■NSIMM111 ■■►v\ ■\■■ ■► ■w.\■VEVVO ■■ ■w \ \■■M11■■v 63 BB 20 38 d2 20 60 '72 BB TRIBUTARY WIDTH - INCHES FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3, ANCHOR LOAD CI -TART 20 30 40 6B 60 70 B0 TRIBUTARY WIDTH - INCHES 1 I k ANCHORS TYPE B REM -II 20 30 42 50 60 70 80 TRIBUTARY WIDTH - INCHES Env: 24. NUMAYOUN FAR000 STRUCTURES FLA. PE / 16257 DEC 1 2 ?001 20 30 40 621 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART ANCHORS TYPE C 20 30 40 60 60 70 TRIBUTARY 14I0TH - INCHES PRODUCT RENEWED ACCEPTANCE Na Ol I Z 18.0I E)DNRATIONDATETM `/ 2°2.5 8y t� DUCTOONTROLDIVISION NUBAINO OODB 00MPLlpNCB OFFICB 8d �� l U m o 0 m f4 3 d U l O a C4 4 O < O 7 C] = 47 0 O °N u BD 0� ww - .40K1 1 J drawing no. I M95 -08A r 2 of 3 ONi MULLION 2 X 2 X i/8" ALUM ANGLE : ::" • I •• 2 X 2 X I/O" ALUM ANGLE r 1AULUON 2 X 2 X I/O" ALUM ANGLE 2-5/8' LONG PRECAST CONC. SILL ANCHORS TYPE 'A' # 14 S.M.S. — 1-1/2' MIN. EMBED INTO WOOD 1/ ANGLE # 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL 0/1 TRIM 3/16 DIA. TAPCON 1 1/2' MIN. EMBED 1/ ANGLE ANCHORS TYPE 'B' • 14 S.M.S. 2/ ANGLE • 14 S.M.S. 1-1/2" lAN. EMBED INTO WOOD 2/ ANGLE -41 .718 -4114- .125 TYP. 1.625 3.000 —41 MULLION CI IP (ALT. TO ANGLES) THIS CUP 70 FLOAT INSIDE MUWON (NO SIDE FASTENERS RECID.) Engn DR. HUMAYOUN FARGO() STRUCTURES FLA. PE # 16557 DEC 1 2 nni MULLION i ANCHORS TYPE 'C' I IMIMII11111P;IIIV.01,11111,11, IMEMBI 2 X 2 X 1/8" ALUM ANGLE • 14 S.M.S. 3/ ANGLE] MUWON 2 X 2 X I/O" ALUM ANGLE 3-5/8" LONG MUST SUSTAIN LOADS IMPOSED. PRODUCT RENEWED ACCEPTANCE Ns 0 (--1 L( go EXPIRATION DAT — 44 BY PRODUCTCONTROL DIVISION CODE COMPLIANCE OFFICE 7,NOTCH WOOD BUCK 70 ACCOMODATE • ;CLIP ANGLE TO MASONRY 1/4" 0 TAPCON 1-1/4" MIN. EMBED 2/ ANGLE • 4 • . ° CONCRETE OR CONC. FILLED BLOCKS 1111 0 0 WOOD BUCKS NOT BY TRACO SECURITY 1 g drawing no. M95-08A (sheet 3 of 3 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Traco Security Windows & Doors, Inc. 5100 NW 72 Avenue Miami, F133166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 bode. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "2100" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. W99 -48, titled "Series 2100 Alum. Single Hung Window", sheets 1 through 3, prepared, signed and sealed by Humayoun Farooq, P.E., dated 6/10/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,.for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. • This NOA renews and revises NOA # 99 -0712.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0612.04 Expiration Date: July 11, 2007 Approval Date: July 18, 2002 Page 1 DESIGN LOAD CAPACITY - PSP SERIES -2100 ALUMINUM SINGLE HUNG WINDOWS (1 OVER 1) WINDOW DIMS. D88 -ANN. GLASS 3/16' -ANN. GLASS 3/16 -TEMP. CLASS VIDTH HEIGHT EXT. (d INT. ( -) EXT. (4) INT, ( -) EXT. (47 INT. ( -) 19 -1/8 26 -1/2 37' 53 -1/8 26' (3) 63.3 78.4 80.0 125.0 80.0 210.0 63.3 78.4 80.0 125.0 80.0 180.6 63.3 78.4 80.0 125.0 80.0 129.3 34.9 341 80.0 90.1 60.0 90.1 19 -1/6' 26- 1/2' 37 53 -1/8 -3/8' (3) 63.3 78.4 80.0 125.0 80.0 169.5 63.3 78.4 80.0 122.3 80.0 122.3 59.1 59.1 80.0 87.6 80.0 87.6 x x 76.6 61.0 76.8 61.0 19-1/8' 26 -1/2 37 53-1/8 50 -5/8' (5) 63.3 76.4 80.0 125.0 80.0 210.0 63.3 72.9 80.0 125.0 80.0 154.6 50.9 50.9 80.0 86.6 80.0 104.1 X x 61.6 61.6 62.6 62.6 19 -1/8' 26 -1/2' 37' 53-1/8 6 7 (5) 83.3 78.4 80.0 125.0 80.0 190.2 83.3 65.4 80,0 111.9 50.0 137.3 X x 79.4 79.4 80.0 98.3 x X 54.5 54.5 57.9 57.9 19 -1/8' 26 -1/2 37 53-1/6 6.3" (5) 63.3 73.8 80.0 125.0 800 172.1 62.4 62.4 60.0 100.2 80.0 124.2 x X 73.2 73.2 60.0 89.0 X x 49.1 49.1 54.5 54.5 19 -1/8• 29 -1/2' 37- - 74 -1/4' (6) 59.8 59.8 60.0 125.0 80.0 175.2 x X 80.0 853 80.0 126.5 x X 64.4 64.4 80.0 90.6 X X 48.6 49.6 50.0 50.0 0.L OPG. (FIXED) DSB -ANN GL / 3/16• ANN. /TEMP, r$ O �I 48 1 /16 MAX. D.L OPG, (VENT) 50 1/4 MAX. D.L. OPG. (FIXED) 0 DSB -ANN GL / Q : //, / • O �I 0.L OPG. A 50 1/4' MAX. • NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMS. ROLL FORMED ALUU GLAZING BEAD DSD-ANN. GLASS BEDDING COMPOUND SCHNEE 'FOREHEAD 5555 GLAZING OPTIONS ROLL FORMED ALUM GLAZING SEW 3/16' ANN. GLASS 0R 3/16' TEND. GLASS BEDDING COMPOUND sCHNEE 'FOREHEAD 5555 • 4 53 1/8 MAX. WINDOW WIDTH 49 5 /8 MAX. VENT WIDTH u TYPICAI Fl FVATIONS TESTED UNITS 0 ER ANCHOR 0 HEAD EAD& SILL 5000. ON WINDOWS OVER 26 -1/2 WIDE ONLY llQgS: 1. Das PRODUCT 0 OL40NED 10 =tiny 91M THE HaH VE.00RY HURRGVIC ZONE OF THE 2001 F5.0504 BUILDING COOL ALSO TOR WIND LOADS AS PER ASCE 7 USUa OOItRLSPON0943 LOADS. 2. NOW BU00 BY MOO. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO 114E STRUCTURE. l ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERL4L SHALL BE BEYOND WALL DRESSING OR STUCCO. WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS ' 4gn OR. IS FAA6 00 SIRUCIUR FLA. PC 1 16557 53 1 /6' MAX. WINDOW 110TH 49 5/8' MAX. VENT WIDTH Approve: as cempbinwla the Cede 140 twat • Dale NOM . L1Si D Dade y" i Q . IP 1 M El I• 1 drawing no. W99 -48 (sheet 1 of 3 X I/2' DRAIN NOTCH AT EACH ENO OF SCREEN RETAINING LEO TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • SHIM AT EACH CORNER OF SCREEN TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY TRACO SECURITY WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; 3/16 TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY SEALANT; ALL FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SEALANT. FIXED MEETING RAIL AT ENDS SEALED WITH GE SILICONE. ITEM NO PART NUMBER 030-00 -367 2 050 -00 -375 3 030- 00-366 a 050 -00 -164 S 050 -00 -492 d 051 -00 -160 7 030- 00-119 9 012 - 00-632 10 050- 00-000 11 047 -00 -006 12 13 050-00 -000 14 007 - 10-016 15 004- 00-003 16 046 - 00-002 17 046 -16 -005 16 WY -6302 19 20 WY -2205 21 046 -16 -030 22 23 OUANTTTY 2 2 AS RE00. AS RE00. 4 AS 6E00. 2 AS RUM. AS 0E00. AS RECD. AS 0E00. 1/ JAMB 2 AS REOD. HEAD SAL awe VENT TOP PENT BOTTOM VENT ROE MEE71N0 RAIL FRAME ASSEMBLY SCREW VU(f ASSEMBLY SCREW WOOIPILE VENT ACRYUC BAWD SWEEP LOCK • MATUILM3 UST mot r FROM ENDS 604.6. PORMEO SCRED! FRAME FIBERGLASS SCREEN VEEN SCREEN MESH ROLL VINYL BULB WEATHERSTRIPPING FLAP SILL 81.CCK AND TACKLE CLOSED CELL FOAM ROLL FORMED DESCRIPTION MATERIAL GIALN0 COMPOUND BALANCE GLAZING BEAD D6. IAM4100N FAROOO STRUCTURES FHA PE / 16357 0063 -16 ALUUAN 6003 -T6 9063 -T6 6083 -14 6063 -T6 6063 -T6 6063 -15 MAFIP. /SUPUER/ REMARKS 11rroN ALUMAR TIFTON AIWA% TIROL MON 6 K 3/4' sirs 8 K 1' BRAS AMESBURY SCNNEE MOREHEAD MARBOUA INTL. OPTIONAL 816090 WINDOW COMPONENTS PAD - 1 AT EACH ALUMINUM TYPICAL ANCHORS SEE CHART FOR SPACING 1/4' SHIM 5535 CORNER Aomori on complying with 166 Florida BediatCaM Doss 1*Av I& ZO NOM D1- Do11..o Mlnml Dada Coou61 NaigoR Dy 1 1 i 1 1t A drawing no. W99 -48 6M6t 20 3 r—zv F .062 1.199 L FRAME HEAD 1 .000 .812 —1 062 1 1.387 .012 L IL_1 1 %9 —1 b4FFTING RAIL —1.109 1.1 1. 87 r—ar I II � 7 .062- L VENT TOP RAIL yFNT BOTTOM RAIL — 2.327 —.1 .937 u� L 1--- -2 SIM 1 _ 1 .077 .06 .937 —1.627 SASH SIDE RAIL FRAME JAMB FRAME BOTTOM CORNER VENT TOP CORNET{ VENT BOTTOM CORNER Dar 0R NumAyouN r.*000 STRUCTURIS M PC / 16337 ZI o 2 gi A c.) • ^ O 0 • a X `.: drawing no. W99 -48 sheet 3of J AUG 11 '03 10 :26AM KD INSTALLATION 4078451498 MIA mPoADE N PRODLCT CONTROL NOTI OF ACCEPTANCE K.D. Windows, Inc. 3705 Shares Place Riviera Beach ,FL 33404 Your application for Notice of Acceptance (NOA) of: Series KDI 2000 Aluminum Fixed Window - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date.slated 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.: 0 605.02 EXPIRES: 12/07/2003 Raul Rodriguez . Chief Product Control Division THI IS THF, COVERSHEET. S DDIILONAL PAGES FOR SPECIFIC ANp GENERAL CONDITIONS BUILD(t`(G CODF, & PRQWUCT REVIEW C MITTP.E This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: J2/07/2000 W. 04S000I1pc2000Mempleteslnotice acceptance cover pagedat Internet mail address: postntaster@buildingeodeonlint .turn MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375 -3553 CONTRACTOR ENFORCEMENT DIVISION (305) 375 - 2966 FAX (305) 375.29os PRODUCT CONTROL DIVISION (305) 373,2903 FAX (305) 3724339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homcpagc: Iittp : /lwww.buildingeodeonliuc.com P.1 AUG 11 '03 10:26AM KD INSTALLATION 4078451498 K. D. Witndows, Inc. ACCEPTANCE No.: 00- 06Q5.02 APPROVED : DEC 0 7 2000 NOTICE OF ACCEPT S ECIF COND ' 1. SCOPE 1.1 This approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 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 Series KDI 2000 Aluminum Fixed Window — Impact Resistant, and its components shall be constructed in strict compliance with the following documents: Drawing No 1011A, Sheets 1 thru 4 of 4, titled "1CDI Series 2000 Fixed Impact Resistant Window (DADE)" dated on 05/15/00, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. They bear the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred-to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications, as shown approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance, with the approved drawings. 4.2 Hurricane protection system (shutters): The installation of this unit wiltnot require a hurricane protective system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 EXPIRES Manu. Perez, P.E. Product Produ• ontrol Division P.2 DEC 0 7 2003 1 Examiner AUG 11 '03 10 KD INSTALLATION 4078451498 P.3 1, D. Windows, Inez ACCEPTANCE No.: 00- 0605.02 APPROVED . DEC 0 7 2000 EXPIRES DEC 0 7 2003 • �1OT OF ACC EPTANT STA.NDARD COND' TIONS • 1. Renewal of this Acceptance (approval) shall be considered after a renewal application'has been filed and the original submitted documentation, 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 Approved ", or as specifically stated in the speci f c 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 purpose. 6. The Notice of Acceptance number precedt d 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 app.( ved drawings and other documents, where it applies, shall be provided to the user by the manufacture r or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. s. 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 - •age %ere. • Manuel Product END OF THIS ACCEPTANCE 3 P. E., Pro ntrol Division • uct 1 Examiner ilk 04. a1 Q Q LL !Y.4 1:'€► © '0 46 3/4' WOL. DA.0. ALLOWABLE DESIGN LADS SEE IAA» TABLE ON SLEET 4 SAE "FRAME CORNER DETAIL ON THIS SHEET 50' MAX. O. • 0.875 GR ZR & FIDTES 1. THIS AILED WI17D0w SY51£1 HAS BEEN TESTED.. =AWED AND APPROYRD FOR DESIGN pBESSURES SHD I ON TNESE ORAWDIGS. 2. BUCxf4C OPEIOer0S & 1661010 FASTENERS OUST BE =CM a 1NSWA.00 70 TIIINS[U0 MIND was AS OETEPYNEO FOR EA. APFUCigtI;IN 3. BUDOND FASTENERS MAY NOT EXCEED 16' 0.C. SPADING AROUND OPENINGS REGARDLESS OF CIRLUYSIANCE. 4. PIA. WITE0LIL. lopErke.RE a FASTENERS BALL 8E Pf ACCDRDANM W11H DIEM DRAT CS k M Y IDT VARY UNLESS SPEOIIICALLY HOREINEO ON TIE DRALT910S. 5. THE DETAILS & SPEiGYtGT,016 SHORN HEREIN PEPRES01T THE PRODUCTS PROPOSED FOR SUTER LIYILTRASDN. AIR LNIILAWION, FORCED EN R1: UJEIORN STATIC AIR PRESSURE. CYLut & IMPACT TESIItG N4 00NFORLLAnCE oat OAOE COUNTY PROT0CAL5 PA -201. M -202 & PA -203. S THIS FIXED % 0w sY$W. HAS BEE19 ANALYEFA k DES1CNW IN ACODROINCE MTI4 THE 1504 SOUTH FIAGEDA BUUAING cOOE. 7. THIS PRODUCT 106 BEEN TESTED R4 ACCORDANCE WIN BADE COUNTY P.1670CALS R4 -201. PA -202 & PA -2113 FOR LARGE •aSSLE IMPACT 0JAZE0 SISIEPIS. B. AL.L BUCKING SNAIL BE ND. 2 SOUTHERN PINE P.T. ( WHEN AGAINST BLACK OR CONCRETE). . - .R. LrUIRc910E 33SC S41C0NE SEALANT AT CORNER SURFACE MUTER CUT & P3.W 2 ND. 8 X 1' SEAS P SC RE 1 BOSS INTO OPlfU SPOT W:1,0 CORNER BETWEEN EACH TOOTH 161 UEU or USING SCRUM. CORNER DETAIL s ..ALE: 3• -1 • - D' 0.100 3.000 D.075 immE SCALE: FULL 6063 -T6 ALUMINUM 1.450 1 0.075 0.168 GLASS STOP CAP sum FLAT 6053 -T6 AL.U/AMuh 0.070 T 0.525 . 0.075 GLASS STOP SCALE: FILL 6063 -T8 ALUIWIITH 0.075 0.707 44 DA95 AM 11g euamEOM .2044D CXDITAMAtAINN O u CSOMSE ACCT ONOZE Nam •44.44 C o$ w... w Doom un BLOCK dr FINISH BY OTHERS TO &LOCK OPENING L , .•, • • ,,, �Fi, l i l tlLt�, SCORE STUCCO do SEALANT BY OTHERS • jy N _ O W CAP (W.) d: CO dawdles Burt RusEIER SEAL OR EQUAL. CONT. 11IAD MAIEN rudaDi do BUCK. MIN. 2X4 P.T. it FASTENER BY OTHER N. NO. 10 x ! 1 SMS MIN, 1 1/6' BUCK Em ) WITHIN 6' OF coIncoRs d: ►SAX. 14 O.C. SEE GLAZINOI, v DETAILS ON in i SHEET 3 t ]_I E �� co �! >•l ti Ttilt9l 0 V 1_ L�;� S/ —I sm., p + �� lilliM FQ�bE OPENING _ H /��1 � ._. _10 WOOD En 'ZOO F1TA161NC, : jING de 1AIIR. 2X4 & IYiER S FASIEHER Br OTHERS Q I + m 0o WAIL: 1/2 Au WY -N MAX. ROUGH OPENING = FRAME O.S.M. + 2 1/2" m MIN. ROUGH OPENING = FRAME O.S.M. + 2 1/8' 1AAX. SHIPS t BLOCK & FWISR BY OTHERS TO BLOCK OPENING 0 O a WOOD ERAWNG. NiR SH BY OTHERS SCORE SLlKAD a� SEALANT BY OTHERS GLASS STOP & CAP (REF.) SEE GLAZING - \ , DETAIL ON / SHEET 3 ADTLAPA BUTYL P UBBER SEAL OR EOLUe. COPT: BEAD BETWEEN FLANGE Ik BUCK. 1 IllO ( 70 WOOD FRAME OPENING /1I SUE: 1/2 RILL MIN. 1X4 P.T. MAX. SPUM 1/4" 3/16' X 2 3/4' TAPODN (WN. 1 1/4' BLOCK /CD ICR. BED N'IMIN 6 OF OORNDRS de meeC 14' 0.C. "-. (KO f � I �i:a ■�IB_1TiR%I -`. .ma c__ 1/ MO1, 1X4 LWf. SIAM MAX. ROUGH OPENING = FRAME D.S.M. + 1 MIN. ROUGH OPENING = FRAME O.S.M. + 1/2 NO: 10 X 3 SUS COOL 1 1/8' EMMBEO INTD FRAMING) WITHIN 5' OF CORNERS SC IAAX. 1 4' O.C. W seoutGACCOtInxuserAN1111 54IN. ERXMGC041 . / JA' OON,UwoFOwx11 +6rrrof oa WIND LOAD TABLE (1/2" NEBULA SAFEFY-PLUS LAMINATED ANNEALED GLASS) NOM ALLOWABLE DESIOi9 PRESUMES (PSI) ALLOWABLE DESIGN PAFS59ULE5 4P , 60.0 Tao • . 70.0 60.0 70.0 60 70A 6933 7033 6033 no 6911 70A 3D WA 70.0 [ 3EIE11 EMI rnimma�' 6' • 70.0 [ IIIr7.T]I 1 Fin I 60.0 70.0 35 50.0 70.0 60.0 MITI 69.0 6933 70.0 111 60.0 70.0 69,0 70.0 MI l C37 6011 10.0 60.0 • 601) ■ 60.0 7..0 60.0 70.0 60.0 70.0 48 60.0 7033 inism arrn' i' 'imen' M1 Qr] � ® 60.0 , 70.0 54 60.0 70.0 6033 70.0 000 70A 50A 70.0 60.0 70.0 690 700 60.0 70.0 60 60.0 700 60.0 70.0 6011 700 63A 70.0 60.0 70.0 69A 70A 60.0 70.0 68 60.0 70.0 60.0 70.0 WO 70.0 60A 70.0 60.0 71 50A 70A 0. 70A 60.0 70.0 VACUUM ga Ern 6010 .0 1=1 Eg'T� 071111103 6033 70.0 76 00.0 7033 60.0 70.0 60M no 60.0 no 690 7033 6033 no 50.0 701) 64 69A 7... 60.0 70.0 60.0 70 600 70.0 6033 7033 `.. no 60A 69.. 90 8• I 7033 FM &MUM FM 7033- wrn mum I.1E1[iX11EM IIMI En MIMII FF11121121 80. 64.. 96 60A • 0 IrEn E:1Qt3AEL•►7 1% POs 70n 600 ' KM11 ]IQn 60.0 :.:.5 8 60.0 70 I EMIQT]IIFh7 HOG POS 60.0 70.D L um 41C0 CM 60 • 64. 2 •'•nI • .I 24 11£71 IM AI 40 Enirmunci 50 on IT!7litI 7 Ia 11 111 60.0 7a0 t 1!1f 1EZ .. 6 A - - IN 60.0 70.0 50.0 700 50.0 70.0 80.0 70.0 - - - - - - Pas HEG P0S NEC POS KC POs 500 P03 1460 P0S wpm POS 11EG 0101)4 15 24 30 36 42 48 50 .q1CJIf - WIND LOAD TABLE (7/16" SECURITY SAF-GLAS LAMINATED ANN EALF)O GLASS) ALLOWABLE DESIGN PAFS59ULE5 4P , 24 Eso , H 36 h Cite 6933 NM 60.0 IIMISZT. IEL!iEZD 69A ligni NA 11M113P11711 6010 JIM 60.0 lM1112:1 110r1111l:1 E21:11I Z1ILL711 /3IIFI'4]' EMI KM 11031 IMEA1 FErIFITEsTri 1 7 1.4 FIR IM:I cou IFall 11123EZT...]• 101111 t 7Et7J WM EMI iT.✓T3 E2[]C H arr' 1ssrri EMI rnimma�' '�] l'��' '^>�.' Farm• igoium • • umwT'�'.Yrn MINIM CM ¢10 G%MIEMI M on Km "al 1LimQ 1 MITI 111 MI l C37 r 1 [3� MaI I� C lACM FM am ii37JFZT1[i•1r7 a I1�3�171 ' 1 7 3�EM nriE iiF:7E37J 6 A ELTJ C7] M1 � � ��� C IE'.mI Z1/173Tr[i11EFi7[iT7• IIKEIMIIIIIIII ®MEI C51:1 L:.1J VIl' 'J . (man rua rnla Fi7131 E72111=1 MEI f.uA MI 1 EMI [•'?JIlal7ETt71 IMI MI 11Mt I. li :Mll!a]MI Emcriw i ium gro UM M MMil = °D • 0 70 ImKM UM EZr7 6033 [ RE�3Ei fIIM7�000 - 1 FM 7033- 601) 70 0 I.1E1[iX11EM FF11121121 *L1�3' 0010 - 1% POs 70n 600 EMI KM11 IEIFAOM11100NM!II 100 14233 PDS HOG POS HEC POS NW P00 41C0 POS 14E0 POS MEG -.4 18 24 3D 35 40 48 50 o a1 • TABLE NOTES; 1. HEIGHT = FRAME O.S.M. HEIGHT IN INCHES 2. WIDTHH = FRAME O.S.M. WIDTH IN INCHES 3. POS = POSITIVE PRESSURE 4. NEC = NEGATIVE PRESSURE 5. HEIGHT AND WIDTH MAY 8E EITHER HORIZONTAL OR VERTICAL (INTERCHANGED) 6. PRESSURES IN THESE TABLES ARE LIMITED TO 4-60/ -70 PSF AS CONTROLLED BY TESTED DESIGN PRESSURE. 7. " -° MEANS THAT THE APPUCABLE SIZE EXCEEDS THAT OF THE TESTED SIZE & MAY NOT BE USED. NOTE: PRESSURES IN THESE TABLES MAY BE INCREASED TO +60/ -70 PSF W HEAT STRENGTHENED PANES OF GLASS ARE USED IN UEU OF ANNEALED (PROVIDING THICKNESS IS THE SAME) AAPICRODASCOMPOIVE Yylb CODE ■i 7RAa O so 64 1011A Ylaonocaea ooswczomr 54W MI. A c xvoit - &D. OZ ' � 4 a 4 MIAMI SHORES-VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n _ E 'c) Q Permit No. vT r , :9 - �2 Name �� r1r\k \C ,., � Address ■ I (o q _i u Company Phone # For Inspector: -3? Approved Correction ❑ Re- Insp'n Fee ❑ Name & Date (2-44,9" oP tAii&-rikt/16 Date ( ► ► i o3 Time Type Insp'n !ink, ACID U-2 3_ Permit No. - ) Po?)- Name 1 ) ©Y\!(‘a. 0 v Address (Z 1C0 1U l `/ J J� Company Phone # For Inspector: 69 40 05 Name & Date Approved Correction Re- Insp'n Fee 4)1 MIAMI SHORES.VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request P vifrioAd 97 IAJ)A•t;4ter5 ( o3— BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department Minus Plans Check Fee $ — Total Fee Now Due $ 10050t1.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 L C/ " Permit No.i6e WO/(t - Master Permit No. BP 2 0 0 3– 51 9 ,Fermit Type (circle): (Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Tit holder) Phone # Owner's Address City State Zip \ Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 21 6 N . E . 9 3 ST . City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name AMERICAN GLASS AND MIRROR phone# 305 - 822 -8877 Contractor's Address 1580 WEST 35 PLCE City HIALEAH State FL Zip 3 3 01 2 Qualifier ENI G. SANCHEZ Architect/Engineer's Name (if applicable) Phone # Architect/Engineer's Address City State Zip $ Value of Work For this Permit $ 3 , 5 0 0 Square Footage Of Work: 1 3 5 Number of: Bays Stories Families Bedrooms Baths Type of Work: ['Addition DAlteration [New ❑ Repair/Replace ❑ Demolition Describe Work• INSTALLATION P TMPACT HfRTZONTAT, RpLT,F.R AND PTC`T[IRF. WTNnnWS / sQ,L,7 ' i\-/ ' . L a ) t - "" / • 1,-;'/4 , ; , o 1-'x,'1/1 , . c * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ Permit Fee $ 5 Notary $ Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ c (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Sign: Print: My Commission Expires: Con tor Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of . 20 _ ,by dayof 29 ,2 ®3 by ENI. G. SANCHEZ who is personally known to me or who has produced who is personally known to me or who has pr As identification and who did take an oath. as iden ' cation • - ho did take an oath. NOTARY PUBLIC: NOTARY PUBLLIC: Sign:. U . Print: MARLEM CASTRO iP N ycommi one I ecires ma1di,1 My Commission Expires: a • (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************** ‘***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** t APPLICATION APPROVED BY: chc7/7 /03 OCT - 2 2003 Plans Examiner Engineer Zoning vailrizUUJ u :.W:U'! PM MIAM BUILDING CODE. COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) POT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in thc accepted manner. thc manufacturer will incur thc expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window- Impact Resistant APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed scaled by Robert L. Clark, P.E., dated 5/22/02 bearing the Miami -Dade County Product Control Revision stamp with thc Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled 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 thc expiration date may be displayed in advertising literature. If any portion of' the NOA is displayed, thcn it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to thc user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA M 99 -0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. Marx McDougall POT Industries 13 Page 2 MIAMI- DADECOUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 103 MIAMI, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375 -2908 NOA No 02 -0305.02 on Date: May 20, 2007 val Date: June 27, 2002 Page 1 2.784 ---� f .705 -- .062 �- .737 O FLANGE FRAME JAMB 6063 —T5 ALUM. 1.057 --{ - 1 .678 050 O5 /'6 GLAZING BEAD 1.187 .062 4 2.074 3 CI FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: FTL -1969 1 1.187 .062 1.403 20 FIXED MEETING RAIL 6063 --15 ALUM. ea .062 —— .723 .688 ® WIND LOAD ADAPTER 6063 —T5 ALUM. .062 � 1.183 1.349 - 1� 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. 1.373 .062 1.081 - --! 6 2 FLANGE F 6063— .1" Robert L Clark, M. PE M39T12 S{wlcawgl SASH MEETING RAIL 063 —T5 ALUM. L AME HEAD T5 ALUM. T IN IES goat. DRIVE 110101115. R 34275 PD. 901 1579 NO>srS. R 34274 --a .062 1 1.291 1.970 ® SASH SIDE RAIL 6063 —T5 ALUM. .062 --- -11- -- 1.349 1.122 2.710 —a] ® FLANGE FRAME SILL 6063 —T5 ALUM. P..,e bj: o aa4a.: /vE, sort F K >b- 5 ' --NO CHC THIS 91T FIX. 11/2/01 2.094 1 EXTRUSION PROFILES ALUMINUM HORIZONTAL SLIDING WINDOW Serinftttlet &sic Sheet onsq Nb. HS - 710 , NTS 4 4 w 4 4112 Roe c APPROVED WOOD BUCK 3/16' OR 1/4" TAPCON W/ /12 14D (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16" OR 1/4' TAPCON W/ /12 HD (SEE NOTE 1) TYPICAL SILL SECTQN SUBSTRATE ANCHORING 1 1/4" MAN. 1/4 MAX.] SHIM � 1/4" MAX. SHIN . • 1 1/4" MIN. APPROVED 2x W000 BUCK BUCK 1/4' MIN. 3/16' OR 1/4' TAPCON W/ 012 HD (SEE NOTE 1) F 1/4" MAK SHIM TYPICAL JAMB SECTION SUBSTRATE ANCHORING 7'17 —O.eK _ _ R..s... UPDATED ►a IAPCON O€TC. T ' V22/02 ONr. INDUSTRI D.8. 2/16/98 A CHORAGE TYPICAL JAMB SECTION WOOD ANCHORING Robert L Owk. PE. PE 139712 RIC 1070 F 34� ALUMINUM HORIZONTAL SLIDING WINDOW P.a Box 1579 snr ywest tm sr.c MIMI" PM .. .: N° n• ? " S -710 ( NTS 3 4 4 1 41 12 1 C TYPICAL HEAD SECTION WOOD ANCHORING /10 WOOD SCREW — TYPICAL SI_L SECTION WOOD ANCHORING NOTES; 1 1/4 P4IN. 1. USE ONET MIAs —OA0E COUNTY APPROVED ELCO OR MY TAPCONS. 2. REFERENCE TEST REPORT: fT1 - 1969 EXTERIOR VERTICAL SECTION ROUGH OPENING .090 HNTERLm R (N@25ANT0 SAf1ER OR DLPONI HORIZONTAL SECTION 1 /8' ANNEALED GLASS EXTERIOR 1/6' HUT STRENGTHENED GLASS 090 ,NTERU►7ER (1,4012S■12470 sAELIX w/BUUCmO %/8' NJNEALED CLASS �z 5/" Rorer L Oul. P.E PE O39T12 GLAZING DETAILS: 5/16" (.3501 LAMINATED GLASS II I UT HIS 1070 IED41010GY oat NO273,01, R 34273 P.O. 110T 1329 •O(01113. R 34274 OR DUPONT W/BUTAC(UE) 1/6' HEAT STRENGTHENED GLASS 2b! 11/5/01 5/22/02 "11 Lbw= Hie 0.9 26/88 ADO GLASS DETAIL gOW Assiqrsse • �., 02 1 r71. ; SECTIONS & GLAZING DETAIL 7Ar ALUMINUM HORIZONTAL SLIDING WINDOW s.ov 1eAe sN.: 4 Daly Ya HS -710 NTS ` w: 2 r 4 4112 0 H 11) OQ CD at. [DESIGN PRESSURE RATING: -75 P.S.F +88.7 P.S.F. GLASS TYPEA OR B DETERMINATION (SEE NOTE 1) WINDOW WIDTH WINDOW HEIGHT 28.000 38375 44.000 50.825 63.000 26.600 A A A A A 37.000 A A A A A 44.000 A A A A B 53.125 A A B 8 B 63.000 A B B B B 74.000 A 8 8 _ 8 _ 8 I© » IMINEEKEI I.I 6063— 11 1131E'!N mot ] ir ill 0 »Llt )•�' �sr A -1 IO 131%gt7 FT ' 1E11 NI MEE' IQ Alum. 6063— 51 ACTT lt7 WINDLOAD ADAPTER FLANGE FRAME HEAD SQL Alum_ 6063 -75 0 mid an of from• sill [. •�:•2R4I� :r -T 1 72 SCREEN RETAINER .Moro 6063 -115 32377 1 5/16" P801 LAMINATED - USING 1/8 CLASS 5/16" (.350j LAMINATED USING (2 1/8" NEAT STRENGTHENED CUSS .. I- FT „ - : 1 44 1 0 • n of vent 10X1 1PPA Latch screws when us'aq 2 Sweep Latches) Fi• , LL MERCHANTS FASTEN R MINNTuRE DE CASTING MASTER TOOL TOOL MASTER TOOL -TECH P.G.T. AF - 12 44 -T5 Mum. 6063 -15 FIXED MEETING RAIL CITY./LOCATION 1006 11.5 from ends - vent mtg. ma if • >= v grar]=7/MEr 4 from ends 1 iT 1 Omidspan 2 1 4 from ends 0 so. end of vent top rol) Roller Has PG7.214.XX EATHERSTRIP THIN HALL BULB VINYL II. P.H. SM5 BRASS WHEELS WEATHERSTRIP -767\E F111SEAl 61062W 2 *vent top 62899 61P249 t roils k mtg. roil SCHLEGEL CORP DOW CORNING TEAM PLASTICS AF - 12 25 FS7826- 187 899 P -249 LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT 2. 5/16" (.350) LAMINATED USING MONSANTO SAFLEX PV8 OR DUPONT W/ BUTACITE INTERLAYER BETWEEN (2) LITES OF: A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 - 98. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS • TABLES ASTN E 1300 -98. 4. ANCHORAGE: SNCLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 3. HEAD & SILL; MAX. 8" FROM CORNERS. MAX. 4" & 8" ON EACH 510E OF MEETING RAIL CENTERUNE. MAX. 15" SPACING. rIS: MAX. 6' FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REOUIREME►FT: NC SFNJTTERS REOUIRED. 6. REFERENCE TEST REPORT: FTL -1969 53' MAX HEIGHT 58 1/4" MAX FIXED LUTE DAYLIGHT — OPENING 74" MAX MOTH 33 5/9' MAX 33 5/8" MAX DAYUGHT — DAYLIGHT OPENING OPENING 0 X I - 8' MAX 1 I 8 . � r 4- MAX 4" MAX 57" WAX VENT DA YUGHT OPENING SEE NOTE 4 ON MEETING RAL ANCHORAGE ELEVAT10N WEATHERSTRIPPUL8 VINYL Roben L Oar L. P.E PE *39712 El rueered 1 (O T I N ES 1x70 T[Oc/OtOGl O&M fai)1[01.11S. R 3 P.O. BOIL 1520 Noma. Ft 34274 vent jamb rail) F.X. K o.4 Or 0.8. Ow: 17/5/01 129/99 2/16/98 upaer FOR RRNEaut C140 C1rc MS SW ancrfotiPr OX ELEVATION & R.O.M. (LG. MISSILE) sur ALUMINUM HORIZONTAL SLIDING WINDOW s.d.�/we0 S .. S•••!: O,n•wa so. R•" HS -710 NTS 1 a 4 4112 C 6 t: r 0 0 h c . MIA MIOADE The expense of such testing will be incurred by the manufacturer. APPROVED: 11913/2001 11.045000$ 9400011c«npLaiss 6dc. ac cc. cover pAgadoc iatcrnet mall adtlressf Ttn fcj 1 0 ltt c.�m \I 0I t e,a.u.oemu PRODUCT CONTROL NOTICE OF ACCEPTANCF PCT Industries 1070 Technology Drive Is(okomis ,FL 34275 MIAMI -DA DE COUNTY, FLORIDA" METRO•DADE FLAGLCR BUILDING IUWLDINC CODE COMPLIANCE OFFICE A TRO•PAl)l: FLAMER 11U11d)1Nti tau wt.ST 11.AOI.T.R STREET, SUfl1 1603 MIAMI, FLORIDA 33130.1363 (Ins) )71.2UOI FAX (MS) 375.20011 c :0N raACCAt( LICENSING SECTION (305) 375.2327 VAX (303) 373.23511 CONTRACTOR ENFORCEMENT DIVISION (305) 375.2966 VAX (305) 315 -29011 PRODUCT CO,NTROI. DIVISION (303) 375.2902 FAX (305) 372.8339 Your application for Notice of Acceptance (NOA) of: Series PW -701 Aluminum Fixed Window - Non - Impact & Impact Resistant • under Chapter 8 of the Code of MianiI -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 CompLk nce Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material Immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0102,01 EXPIRES: 09/13/200' Raul Rodriguez ,. Chief Product Control Division THIS IS THE COVERSHb'ET. SEE. ADDITIONAL PACES FOR SPECIFIC AND GENFRA4 CONDITIONS BUILDING CODE & PRODUCT R EVIEW COMM ITTEF F This application for Product Approval has bccn reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami - Dade County, Florida under the conditions set • ' forth above. ttomcpagc: h palw b A ,‘• - 4i4ik Francisco 3. Quintana, R.A. Dircctor Miantl•Dade County Building Code Compliance Oflicc PCT Industries '4 OTICIt ON' ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFI3C Chaptl:r 23. do not exceed thc Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series PW-701 Aluminum Fixed Window — Non - Impact and Large Missile Impact Resistant and its components shall be constructed in strict compliance with thc following documents: Drawing No 4231, Sheets 1 through 8 of 8, titled "PW -701 Aluminum Fixed Window," dated 8/13/01, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3..- LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Non - Impact Resistant windows. for Design Pressure Rating vs. Window Size, sec Comparative: Analysis Tables in Sheet 8 of 8 of approved drawings. 3.3 Impact Resistant windows. see Design Pressure Rating in Sheet 1 of 8 ofapprovcd drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection systcm or not, scc corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acccptance 6.1.2 Duplicate copies of the approved drawings. as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for thc proposed installation. 6.13. Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order 10 properly evaluate the installation of this system. Manuel erez, P.E. Product Control +miner Product ont oI Division 2 01 -0102.01 Ep.9.13.00me. ACCEPTANCE No.: 01- 0102.01 APPROVED: SEP 1 3 2001 EXPIRES: SEP 1 3-2006 PCT industries 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 documentation, including test supporting data, cnginccring documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's namc,'city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acccptancc 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 Acccptancc holder has not complied with all thc 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 cnginccring profession. 4. Any rcvision or change in the materials, use, and/or manufacture of the product or process shall automatically be causc for termination of this Acccptancc, unless prior written approval has been requested (through the filing of a rcvision application with appropriate fce) and granted by this ' office. 5. Any of the following shall also bc grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process; b. Misusc of this Acccptancc as an endorsement of any product, for sales, advertising or any othcr purposc. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration datc may bc displayed in advertising literature. I f any portion ot'the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall bc provided to the user by thc manufacturer or its distributors and shall bc available for inspcction at the job site at all tinncs. The engineer docs not need to rcscal the copies. 8. Failure to comply with any scction of this Acccptancc shall bc causc for termination and rcmoval of Acccptancc. 9. This Acccptancc contains pages 1, 2, and this last page 3. END OF'1'111S ACCEPT ,CE 3 01.010:01 Ep.9.1306.max ACCEPTANCE No.: 01- 0102.01 APPROVED: SEP 1 3 2001 EXPIRES: SEP 1 3 2C OS ai Manuel erez, P. E., Product Contr incr Produc Col Division PCT industries ACCEPTANCE No.: 01 - 0102,01 NOTICE OF ACCEPTANCE: SI'AND)AR!) CONDITIONS • • 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, 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 Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not bc 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 thc requirements of this acceptance, including thc 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. S. Any of the following shall also bc grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process; b. Misusc of this Acccptancc as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acccptancc number preceded by the words Dade. County, Florida, and followed by thc expiration date may be displayed in advertising literature. I f any portion of the Notice of Acceptance is displayed, then it shall be dune in its entirety, 7. A copy of this Acccptancc as wcll as approved drawings and other documents, where it applies, shall bc provided to thc user by the manufacturer or its distributors and shall be available for inspection at the job site at all times, The engineer does not need to reseal thc copies. 8. Failures to cotnply with any scction of this Acccptancc shall bc cause for termination and removal of Acccptancc. 9. This Acccptancc contains pages 1, 2, and this lust page 3. END OF TIIIS ACCEPT NCE Manuel crcz, P. E., Product Contr incr Produc - rol Division 3 ci.om of Ei, .s.13.ob.n13 EXPIRES: APPROVED: SEP 1 3 2001 SEP 1 3 200E HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 96 47 Maximum Areo 24.47 sq. IL FULL CIRCLE 060° Maximum Area 19.64 sq. ft. LARGE MISSILE IMPACT WINDOWS 1.) c1.11260 7 /re to w TED N/1MERIArIR DUPONT BUG= Pte 2.) CONPICIAWIDAM 0 �t) DCSON Pt1CA7+IVE RAMC: +60.0 PS/ • -00.0 PSI (3/16° MCAT STRDRG7htNED /.090/7/16 /SEAT SIREMNF►FD W/►) .360 PSC ! -36.0 PS, (3%1S" N CA CD /.90/3/16 IM MO) 4) ANCHOR IUMMOI SACRA, t2.000° .) NO SHUTTERS REQUIRED 4) ALL TRW .I011115 TO DC STAY . ELDED 7 WPM= TEST REPORT: fn -2797 ELLIPTICAL, 96" X 47" Maximum Area 24.61 sq. IL • n Caro Saniesavi INDUSTRIES A ARCH. • 48 X 96" Moximum Arco .542.28 sq. ft. DETAIL C SEE SHT. 7 arrtiOstonameiniuldrelmill 0:12,1101121143 s o + rz a /w/ot 1 REDRAwri ELEVATIONS, 7/16 LAMINATED GLASS ALUMINUM FIXED WINDOW rx♦ :egauar sal ___ R 'WS ___ A AZII Pw -701 [ N7S I 1 8 ( 4231 . I C QUARTER CIRCLE 68" X 68" Moximum Areo 25.22 sq. ft. 'TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. EYEBROW 96" x 48" Moximum Arco 30.24 sq. ft. HALF CIRCLE 96 ".x 48" Maximum Area 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS CONT. 1 faobenLO.vt.P.E. PE 161112 9 .1 o... kg i.IG e /rs/bi mat itomis rmat P.a NW :us ety/ t ° moot R Jaz! Kam% n. Jra7e f PW-7o1 Arrimmirt MA l /1K C% Raiisre REDRAW ELEVATIONS, 7/16 LAMINATED GLASS tasz ALUMINUM FIXED WINDOW NTS I 2w 81 4231 19 OCTAGON 60" x 60" Maximum Area 20.71 sq. It. RECTANGLE 48" x 96" Moximum Arco 32.00 sq. ft. A AOVED*s aoown1•011 nc r -IL QUARTER CIRCLE 68" X 68" Moximum Areo 25.22 sq. ft. 'TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. EYEBROW 96" x 48" Moximum Arco 30.24 sq. ft. HALF CIRCLE 96 ".x 48" Maximum Area 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS CONT. 1 faobenLO.vt.P.E. PE 161112 9 .1 o... kg i.IG e /rs/bi mat itomis rmat P.a NW :us ety/ t ° moot R Jaz! Kam% n. Jra7e f PW-7o1 Arrimmirt MA l /1K C% Raiisre REDRAW ELEVATIONS, 7/16 LAMINATED GLASS tasz ALUMINUM FIXED WINDOW NTS I 2w 81 4231 19 OCTAGON 60" x 60" Maximum Area 20.71 sq. It. RECTANGLE 48" x 96" Moximum Arco 32.00 sq. ft. A AOVED*s aoown1•011 nc HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. It. FAN 120. x 55" • Moximum Area 35.20 sq. ft. NON- IMPACT WINDOWS 9.) 0 a/1e- TEMPERED Z) 0 .) F DESIGN PRESS RARMC SEE CCtFHRATME *JAMS ON 511f. 8 OF 8 4.) ANCHOR MiAXIM*/ swam 12.000' s.) SHUTTERS Rrousto AT ILL wSLUA770N8 6.) ALL FRAY[ .x7111S 10 HE SEAM NEEDED 7.) REFERENCE 7857 REPORTS, F11-2764 1780 & 2816 FULL CIRCLE 060" Moximum Area 19.64 sq. ft. ELLIPTICAL 120" x Area 31.46 sq. ft. s i Rabin L. Clark PS PE 05712 Samna A ARCH. 60" x 120" Moximum Areo 47.32 sq. ft. • ALUMINUM FIXED WINDOW 4177 wooracCr 0 IA 1101 1419 i"•A"'' pair part RIMY% 4 3475 ___ AL 4474 I PM -701 I NTS I 3a 8 DETAIL C SEE SHT. 7 apprommetamansvine 4ND1nO1O1 nritfvlesP!, moo T lbws '"FL 8 / 0 / 0 1 REDRAWN ELEVATIONS. 3/16 TEMPERED GLASS 4231 Pe ra ra 0 b QUARTER CIRCLE 68" x 68" Moximum Area 25.22 sq. 11. HALF CIRCLE 1207E so" - Moximum Area 39.27 sq. ft. NON — IMPACT WINDOWS CONT, TRAPEZOID 60" x 120" Moximum Area 43.75 sq. ft. OCTAGON •60" x 60" Moximum Area 20.71 i p / Ruben sq. R. EYEBROW 74" x 37" Moximum Area 17.83 sq. It. RECTANGLE . 60" x 120" Moximum Area 50.00 sq. ft. ApoommAs =rem vim *a fir» • oNror .00V*sw ,O% -rhm .:4 e '`r " ' f x ' "e/13/01 R DROW4 ELEVATIONS, 3/16 TEMPERED CLASS ALUMINUM FIXED WINDOW en some= and ..n .or rx, s n xns ' wow .xn. P�/ - 70/ MTS I 4. 8 !Dimwit, 4231 17 Y`S -.Pa VAV9Z:OZ:OT zo/6ziaylm Is43 :.7'. a ' I r- --- ---- -- - - - -1 0 b QUARTER CIRCLE 68" x 68" Moximum Area 25.22 sq. 11. HALF CIRCLE 1207E so" - Moximum Area 39.27 sq. ft. NON — IMPACT WINDOWS CONT, TRAPEZOID 60" x 120" Moximum Area 43.75 sq. ft. OCTAGON •60" x 60" Moximum Area 20.71 i p / Ruben sq. R. EYEBROW 74" x 37" Moximum Area 17.83 sq. It. RECTANGLE . 60" x 120" Moximum Area 50.00 sq. ft. ApoommAs =rem vim *a fir» • oNror .00V*sw ,O% -rhm .:4 e '`r " ' f x ' "e/13/01 R DROW4 ELEVATIONS, 3/16 TEMPERED CLASS ALUMINUM FIXED WINDOW en some= and ..n .or rx, s n xns ' wow .xn. P�/ - 70/ MTS I 4. 8 !Dimwit, 4231 17 Y`S -.Pa VAV9Z:OZ:OT zo/6ziaylm Is43 :.7'. a ArM111 Il7CM SCf I DAV I pr I'2 PAN KFib IXoa saeIV 7/ I• MID op y,s IDIPCRED CUSS //• sae am I4• Ia Ia Mann OR .;/IS• RAT ha wcsow gloat filer. SrcnrN A A TYP,cA L. SEC IAN INSTAUlAT)ON INTO CONCRFTF AT S8 L Ar WXN) AT HEAD NOTES: T.MAaCMUM ogER LL DalENSCHS ARE APPLICABLE TO SECTAQNED ARCH. SHAPES ANCNoRACE WOODS ARE APPLICABLE TO A'1 SHAPES SHOWN ON SNEETSS I THROUGH 4 OF a 2. REFERENCE TEST REPORTS 17L -2763. i11 -2784 FR -2797 3.fTL -2815 SEETIUN t 9 7YP at tF WN & At7FT?NIATE ,NSrAuJJQN 1NT0 CQJETE ST Or so b /u/oP Ramie. ALUMINUM FIXED WINDOW swnwo,sammwawains SECTIONAL & ANCHORAGE VIEWS ®wansf oat PA Id ISM .OMs A wn . .oxm, n Jai. f PI/■lot 1 NTS I 5. 81_ 42J 1 c • •• ,�► 4•`1; 13 .688 .062— +►-��- 2� PW-701 U- CHANNEL GLAZING BEAD O1 PW-701 FRAME EXTRUSION RETFRENCE TEST REPORTS: I7L -2763. I L -2780. (TL -2797 k 2816 BILL OF MATERIAL MX 1 2 3 4 5 6 7 8 9 10 11 PART / 612242 6533402 7834 – 82899C/62501C 61412K 626111510 6SMS5W SEE NOTE 7PWSW SEE NOTE Rueas L Qart, PE PE 139712 Sustains! DESCRIPTION FRAME HEAD. SILL & JAMB d– CHANNEL GLAZING BEAD /8 x 3/4 Rt PH. SASS SILICON BACK BEDDING CUED CELL FOAM TAPE FOR 3/16 GLASS CLOSED CELL FOAM TAPE FOR 7/16 GLASS SEAM SEALER 3/16 TEMPERED CLASS 7/16 LAM! (.1671-LS /.o90/. 187HS) /6 x 7/8 FL PH. TETC 7/16 LAM‘ (.187/V.090/.187A) NOTE: ITEM 9 & 11 USES DUPONT BUTACIT£ PV8 INTERLAYER VISIBLE LIGHT CALCULATION WH WINDOW WIDTH "11P TO TIP' – 3.00 WINDOW HEIGHT 71P TO TIP" – 3.00' W 0 trodhauxr iM( wwi- It San 1 0.— it,. l 8p.vot VENDOR 6063 —T5 6063.15 SPENCER OR • DOW /C.E OR r TAPE StECAL61S Cr R OR • TAPES I5OF FL0R- SCHNEc/MORE EAD OR in TIME DIAMOND CLASS OR as TRIPLE DIAMOND CLASS OR - SPENCER OR a TARE L#G4M0N0 CLASS OR = REDRAW EXTRUSION PROFILES & B.D.M. ALUMINUM FIXED WINDOW A ola st Sirs bw+7 — w II 1 I sa >. I Pw -701 I NTS I 6.1 8 4231 VENDOR / AF -12242 AF SM5504 swwwouaoOt»aen.se IIINIMORMAIMMICMOI 1 rrsa�rrF rren � -[� 7 -nA Window Heights Window Maths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 135.00 135.00 135.00 135.00 135.00 135.00 735.00 122.90 112.60 39.000 135.00 135.00 135.00 135.00 135.00 135.00 79.40 70.00 66.10 51.000 135.00 135.00 135.00 135.00 90.60 80.J0 77.40 63.00 55.90 60.000 135.00 135.00 135.00 135.00 90.6+0 58.00 58.00 58.00 57.40 Window Heights Window Widths 19.125 24.000 26.500 37.000. 48.000 60.000 97.000 111.000 120.000 26.000 100.00 100.00 1 00.00 100.00 100.00 100.00 100.00 100.00 100.00 .39.000 100.00 100.00 100.00 100.00 100.00 110.00 79.40 70.00 66.10 51.000 100.00 100.00 100.00 100.00 90.60 80.30 77.40 63.00 • 55.90 60.000 100.00 _ 100.00 100.00 100.00 90.60 58.00 58.00 56.00 57.40 REFERENCE TEST REPORTS: 17L - 2763. FTL - 2780 & 2816 � l P. Robert L E. PE 139712 Samurai IN ES n... Do dm/ 1100E 8/13/01 Itarialem REDRAWN ALUMINUM FIXED WINDOW roar aosatecr ally pa eat ail >�nW11� s� Shut anon gun > R » PIM - 701 I NTS J 8. r► 3/16" TEMPERED GLASS NOM: 1.) Negative Design Loads bused on Comparative Analysis and Gloss Table AS7N £1300. 2.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 3•) Numbers ore for /12 screws or 3/16" Topton. 4.) Anchor maximum spacing: 12" Negative Design Loads Positive Design Loads NlROVma001WL wa ueMM eoud aatou moetoluucx ocarw zla 11t't]►nL•Qt COMPARATIVE ANALYSIS, NON- IMPACT 4231 IC 4f • • AIO MVdA)U Vie or TYPICAL GLAZING DETAIL 7/16 LAMINATED CLASS REFERENCE TEST REPORTS: FTL -2763. FTL -2780. FTL -2797 k 2816 TYPICAL GLAZING DETAIL 3/16" TEMPERED GLASS 7 .' fe Rallot PE 439712 %mount a.. F.K. 94- 8/tJ/bt REDRAWN u.nrb.Ys N s r GLAZING & CORNER DETAIL vita ALUMINUM F IXED WINDOW Sob Coactear OMC maws. n 3,0,4 DETAIL C TYP. 90' CORNER CONNECTION /1 ION MS s° ire tr tA..b b..M' n► .axes n J O N I ew --7o1 y NTS 7. l MAwcoKOawvwwn OE NUM MOM 1118■11PG COM onaaa Caw DAMN= =moo= 1 00.14121SaSZLI 4231 •