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SHTTERSDate Mortgagor Legal Description 2E M Gfrer Owner/Lessee / Tenant Owner's Address PERMIT APPLICATION FOR MIAMI SHORES VILLAGE biC) ? 0 AF q3 Job Address Taa Folio Historiclly Designated: Yes L, No Master Permit # 0 Phone 3 (T ) t3 i Y Xt 23 W R- I40-a- b 14- 1ff) Contracting Co. /42-41 Qualifier DMA ® I a4 J `'. State # Municipal # Architect/Engineer I j i.-I,P.u'o Bonding Company ti 7A0 Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 2AI 7e4 -11-- frL le a °Ppe 1 tS .5,414 5 Square Ft. Lc L - 73 J WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF YOU 1NT?ND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and tha: all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize th gabove contractor to do the work stated. :�x >''•. LLY MY COMMISSION # CC 793333 wi •. ras EXPIRES: November 24, 2002 o vp Bonded Thru Notary Public Underwriters WI r ..,vu!: ~ , 1 • t1 Signatur Notary as to My Commissio FEES: PERMIT /L 7-C RADON APPROVED: Zoning 1 ' finical to SS# Competency # Ins. Co. Address Address Address Estimated Cost (value) Address 51 / v•- 3/ Phone 3 t) E;cd°11111 Plumbing Structural Engineer 570 4 , o �- J Signature of Contractor or Owner - Builder Date Notary as to Contra or Owner - Builder My Commission Expires: �p ' Y''• ANTHONY SHOUCNR MY COMMISSION # CC 555324 EXPIRES: May 16, 2000 Bonded Thru Notary Public Underwriters , Of,, F° C.C.F. 0 NOTARY BOND ;J Building � Electrical 3 — ( 3—'‘) Date TOTAL DUE / p — Date: Building Official: Municipality: To Whom it May Concern We are the Dade County Notice of Acceptance Holder for galvanized steel 20 gauge storm panels under the product control number 98- 0915.03 This letter authorizes ✓ b to use our 20 gauge galvanized steel storm panels approval number 98- 0915.03 at the following job. Name: Address: Yours sincerely, tt Robert Andrade, President ACCO 3 ,)21 ALUFAB HURRICANE SHUTTERS, INC. Manufacturers STORM PANELS DION, BAHAMA & COLONIAL SHUTTERS METAL PRIVACY FENCE 00 This form must accompany the application for building permit and shall become part of the permit documents. The authorized signature must bear the raised seal of the company holding the Dade County Notice of Acceptance. 2353 ALI BABA AVENUE, OPA LOCKA, FLORIDA 33054 Dade (305) 688 -4701 Fax (305) 688 -8033 1- 800 - 817 -4864 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: __& 9- 0 AM:- 3 d p. Sti 31.3',P 2. Description of improvement: ,4 ) /-r a, 7 vh 3. Owner(s) name and address: P `rte kr ba ) C C.J r;-- r c, /t'1 ,,, ,,,,.,' ,s h „ rc -j , 1 3 ;? 13 P Interest in property: Name and addess of fee simple titleholder: SG avin me- cj 4. Contractor's name and address: j,4 A - �-� � /6. 1�� 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon who notic by Section 713.13(1)(a)7., Florida Statutes, Name and address: Signature of Owner Print Owners Name te,M �� r+ d Cq h Yir Sworn to and subscribed gefore me this : C) d ay of /-e —b 400 0 . • Notary Public Print Notary's Name My Commission Expires: 7 j vi s /47/4 /1 /-1 1 (1 A v r . p _/'.' I 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: ;OF i.ORIDiv COUNTY OF DAr*c te. u.Skn...` Cn ,c P ihia ^a c n6 - Amount of bond $ / -� • 00R08 1'596 2000 FEB 22 12:33 _)o c. s or other documents may be se 9. Expiration date of this Notice of Commence ent: (the expiration date is 1 year from the date of recording unless a different date is specified) qi 111111 Prepared by: Address: .fV 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: M 06Son) AithAm A-tA 123.01 -52 10098 MK ' OPENING No • WIDTH OPENING HEIGHT QUANT. FLOOR PRODUCT ` NOTES i -7; s t f y 4 „J.-7.5744 e_ ° ® C 3 '9-c. wiLt :w U-(11 ,eeiC6 _ _. /e, e- 4.x 33 b % &Gs f .LaiC G :/f c A-- C 72 /eS I i 11;Ic. f-/-1;s1 — -- 9 1 1 , p„ c 6. ,, c 6s c L 1" ; ,,. pi_ < c -7&F �F ES "- -9 /r J A % __. i 2 It e x, -; r, h v l (-5 t r a ' - ekr-f I`r- n , Q► I'\a• In p/'c /S" /C /7 /& s`o — d ow n -t— ( 9-V/0 - v p a k rr-ce- I f r _ i A,9 -7-01--r c r e . ®,,/ Ca,4,C 7 D - 2-S 26 --I LJ (3 ALUFAB HURRICANE SHUTTERS, INC. R 068; 2353 Alibaba Avenue • Opa Locka, FL 33054 ORDER NO a 'T 31 (305) 688 -4701 ^ Fax (305) 688 -8033 SOL 0 TO _ C 6-, JOBADDRESS _ CONTACT PHON /r•c — r y3 51":" 31 4 k ,r r aA%-t'J r I-D C r N 8,0 32 — , 9-/rg GJ 6 /r J 7S �r4 DATE 20 01) J FAX CITY I'% 471.1 ! " 2`S1CL. 33(3 G MAILING ADDRESS As OV CITY /, N 3 34" BEEPER APPROX DEL DATE 3 r° 4 N LS. # ' A OF PAYMENT-5-07 ,bEi 41c". O,J Coh ,04- 697'60-) This contract is subject to covenants and conditions on the reverse side hereof. This contract is the complete agreement between parties and no terms conditions, contingencies, materials or work shall be expected of either party except as expressly provided for herein. COLOR Section 501.025 Florida Statutes (Consumer Protection) provides that "... the buyer has the right to cancel a home solicitation sale until midnight of the third business day after the day on which the buyer signs an agreement ..." I/We have read the . egoing,proposed contract and accept the same on f e ter s and conditions printed on the reverse side it•,,t -ted above. Purchaser Date ' 1.--trir'9 THIS PRICE IS BASED ON DIMENSIONS SHOWN ALUFAB HURRICANE SHUTTERS,INC. By ' / i , r //, �..: ABOVE UBJECT TO TERMS AND ONDITIONS ON REVERSE SIDE Ml& -5--.-4;•3 - #610- Q98°1-30?? R�/-► ��,'o CC1g/ cis /aA c-,Q--/2 142.4' a . wet/ > 4, ANY CHANGES AFTER FINAL MEASUREMENTS WILL BE CHARGED ACCO This proposal (toes not become a contract until accepted and signed by an officer of the Contractor and If not accepted, any cash payment will be returned. Contractor express's reserves all contractors, mechanics and material man's lien which may be asserted under any provisions of law to secure payment of the contract price and may assert and t ■ the same as a lien upon the real property on which installation is made. Purchaser agrees to supply electrical power at job site. Total Cash Price $ 5 O D] Sales Tax Permit Total Contract $ Q 06 Deposit $ / 9.60 - r'O Difference $ 37 Ts ' tPv l` MK# 16 44 x 52 50 x 61 84" MK# 14 38 x 52 50 x 61 84" l MK# 17 44 x 52 50 x 61 84" MK# 15 38 x 52 50 x 61 84" MK# 13 44 x 52 50 x 61 84" MK#12 1 52 MK# 50x61 50x61 84" 84" CABRERA'S RESIDENCE MK #18 MK #19 38x52 38x40 50x61 50x49 84" 84" MK #9 21 x 40 26 x 49 84" b MK# 10 44 x 52 50 x 61 84" MK #20 40 x 64 50 x 73 84" MK #21 40 x 64 50 x 73 84" 0=4 MK #8 16 x 84 26 x 93 84" MK #22 40 x 64 50 x 73 84" MK #7 16 x 84 26 x 93 84" MK #23 113 x 65 122 x 73 84" OPENING SCHEDULE iMK #6 4 0x64 50 MK #27 48 x 36 50 x 47 84" MK #24 36 x 84 38 x 93 84" MK #4 41 x 64 Openig Size 50 x 73 Unit Size 84" Ht.above Gr. MK #5 41 x 64 50 x 73 84" MK #3 40 x 64 50 x 73 84" FRONT MK #2 77 x 52 86 x 61 84" 0-1 MK #25 36 x 84 38 x 93 84" 1 0 —0 7 #1 7 K 86 x 61 84" MK #26 36 x 84 38 x 93 84" Garage Door MK #30 54 x 40 62 x 49 84" MK #32 39 x 40 50 x 49 84" AL MK #28 17 x 32 26 x 41 84" MK #29 20 x 40 26 x 49 84" MK #31 113 x 65 122 x 73 84" MK #33 75 x 40 86 x 49 84" BLDG. DIMEN= 69' x 90' MEAN ROOF HT =14' 0 o IX I 1 LAJ 00 00 oo 03 uo cs ro ) X J Q om. -0 METRO BADE PRODUCT CONTROL NOTICE OF Alufab Hurricane Shutters, Inc. 2349 N.W. 147 Street Opa Locka Your application for Product Approval of: 0.063" Aluminum Storm Shutter Panel under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Alufab Hurricane Shutters, Inc. Drawing No. 96 -279, sheets 1 through 8 of 8 dated 06/25/97, signed and sealed by Walter A. Tillit Jr., P.E. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Condi lions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for gtrnlity control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96- 1107.03 Expires:07 /17/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviowed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County Florida under the conditions set forth above. Approved: 07 /17/97 FL 33054 Internet mail address: postmaster ©buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 ACCEPTANCE MIAMI, FLOR 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONDITIONS BUILDING CODE COMMITTEE PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor nar - s Ir anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96- 1107.03 APPROVED July 17, 1997 EXPIRES July 17, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a 0.063" Aluminum Storm Panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 96 -279, Sheets 1 through 8 of 8, using 0.063" thick Aluminum, 5052 -H32 Alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 14.80 ", forming 2.004" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6 (unless otherwise noted) as shown on the approved drawing number 96 -279, sheet 1 of 8 bearing the Dade County Product Control approval stamp. 2.4 Tested specimen's dimensions: 48" wide x 112" long overall (ATL # 0822.02 -96) (PA 201 and PA 203) 48" wide x 108" long overall (ATL # 0822.02 -96) (PA 201 and PA 203) 48" wide x 108" long overall (ATL # 0822.02 -96) (PA 201 and PA 203) 36" wide x 108" long overall (ATL # 0822.02 -96) (PA 202) 48" wide x 108" long overall (ATL # 0822.02 -96) (PA 201 and PA 203) 48" wide x 112" long overall (ATL # 0822.02 -96) (PA 201 and PA 203) 48" wide x 109" long overall (AU if 0822.02 -96) (PA 201 and PA 203) 48" wide x 110" long overall (ATL # 0822.02 -96) (PA 201 anti PA 203) 48" wide x 108" long overall (ATL # 0822.02 -96) (PA 201 and PA 203) 48" wide x 112" long overall (ATL # 0822.02 -96) (PA 201 and PA 203) 36" wide x 112" long overall (ATL # 0822.02 -96) (PA 202) 48" wide x 144" long overall (ATL # 0822.02 -96) (PA 201 and PA 203) 48" wide x 144" long overall (ATL # 0822.02 -96) (PA 202) 3. LIMITATIONS 3.1 The maximum design pressure will be dependent on the maximum panel length, the mounting details, the anchorage details and the minimum separation from glass to be protected. For all the approved installations, refer to the details, sections and schedules shown on the approved drawing number 96 -279 sheets 1 through 8 of 8 bearing the Dade County Product Control approval stamp. 3.2 Minimum separation to existing glass to be protected shall be based on the maximum shutter length and maximum design pressure per schedule shown on the approved drawing number 96 -279 sheet 4 of 8 bearing the Dade County Product Control approval stamp. 4 //1v ' v Helmy A. Makar, P.E. - Product Control Examiner Product Control Division -2- Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96- 1107.03 APPROVED July 17, 1997 EXPIRES July 17, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: See Storm Panel Elevation, Sheet 1 of 8, Drawing No. 96 -279. 3.4.1 Panels bolted utilizing a 1/4 " -20 M.S. w/ 7/8" x 3/32" wingnuts @ every overlap at midspans. See Wall/Floor Mounting Installation Section 8 of the drawing above. 4. INSTALLATION 4.1 The panels shall be installed only with the maximum panel length, the mounting details, the anchorage schedules and the minimum separation from glass to be protected as shown on the approved drawing number 96 -279 sheets 1 through 8 of 8 bearing the Dade County Product Control approval stamp. 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 96 -279, Sheets 1 through 8 of S. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Dade County Product Control Approved ". 5.2 Also, a Warning Note shall be permanently labeled at each opening to be protected with shutter length over 108 ", each panel shall have a legible permanent marking in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 96 -279, Sheets 1 through 8 of 8, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. %r- Helmy A. Makar, P.E. - Product Control Examiner Product Control Division - 2a- TEST TEST LOAD DESIGN LOAD Deflection ARGE MISSILE IMPACT TEST SFBC PA 201 -94 (108" SPAN) SATISFACTORY ALT # 0822.02 -96 Max. 3.00" ARGE MISSILE IMPACT TEST SFBC PA 201 -94 (152" SPAN) SATISFACTORY ALT # 0822.02 -96 Max. 2.88" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (112" SPAN) POSITIVE +72.0 PSF ALT # 0822.02 -96 +55.0 PSF ALT # 0822.02 -96 YCLIC WIND PRESSURE TEST SFBC PA 203 -94 (112" SPAN) NEGATIVE -86.0 PSF ALT # 0822.02 -96 -66.0 PSF ALT # 0822.02 -96 YCLIC WIND PRESSURE TEST SFBC PA 203 -94 (152" SPAN) POSITIVE +39.0 PSF ALT # 0822.02 -96 +30.0 PSF ALT # 0822.02 -96 YCLIC WIND PRESSURE TEST SFBC PA 203 -94 (152" SPAN) NEGATIVE -52.0 PSF ALT # 0822.02 -96 -40.0 PSF ALT # 0822.02-96 FORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (108" SPAN) POSITIVE +105.0 PSF ALT # 0822.02 -96 +70.0 PSF ALT # 0822.02 -96 Max. @ design 1.94" ORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (108" SPAN) NEGATIVE - 127.50 PSF ALT # 0822.02 -96 -85.0 PSF ALT # 0822.02 -96 t ORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (144" SPAN) POSITIVE +45.0 PSF ALT # 0822.02 -96 +30.0 PSF ALT # 0822.02 -96 Max. @ design 1.75" ORM STATIC AIR PRESSURE TEST .SFBC FA 202-94 (144" SPAN) NEGATIVE -60.0 PSF ALT (;422.02 -96 -40.0 PSF ALT # 9822.02 -96 DESIGN PRESSURE RATING: Length / Minimum Separation from Glass / Anchor's Type, 96 -279, Sheets 1 through 8 of 8. For Maximum Design Pressure / Maximum Panel Spacing Schedule & Embedment, see Drawing Number Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96- 1107.03 APPROVED July 17, 1997 EXPIRES July 17, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063" thick Aluminum (5052 -H32 Alloy) storm panels, prepared by American Test Lab of South Florida, Report No. ATL # 0822.02 -96, dated Sept. 24, 1996, signed and sealed by Gerard B. Sullivan, P.E. 8.2 Drawing: 8.2.1 Drawing No. 96 -279, Alufab Hurricane Shutters, Inc., 0.063" Aluminum Storm Panel, Sheets 1, 2, 3, 4, 5, 6. 7, and 8 of 8, prepared by Tilteco, Inc., dated 06/25/97, signed and sealed by Walter A. Tillit Jr., P.E. Helmy A. ivlakar, P.E. - Product Control Examiner Product Control Division -2b- Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96- 1107.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.3 Material certification: 8.3.1 Mill Certified Inspection Report, dated 04/30/96, for Aluminum 5052 -H32 Alloy by Mario A. Carrasco of MSC Metals, a Fabwel Company, with chemical composition and physical properties. 8.3.2 Tensile Test Reports from Certified Testing Laboratories, Job No. CTL -766B dated 09/23/96 for Aluminum, tested per ASTM E8 -93, signed and sealed by Ramesh Patel, P.E. 8.4 Calculations: 8.4.1 Storm panel shutter calculations, Sheets 1 by Walter A. Tillit Jr., P.E., dated 09 /18/96. 8.4.2 Storm panel shutter calculations, Sheets 1 by Walter A. Tillit Jr., P.E., dated 05/12/97. ile/(A.-- / July 17, 1997 July 17, 2000 through 14L by Tilteco, Inc., signed and sealed through 24 by Tilteco, Inc., signed and sealed Helmy A. Makar, P.E. - Product Control Examiner Product Control Division -2c- 4lufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96- 1107.03 APPROVED July 17, 1997 EXPIRES July 17, 2000 NOTICE OF ACCEPTANCE: STANDAkD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and 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 g ranted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributor and shall be available for inspectiot: Lite job site at Fall tarn:. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4. of this Notice of Acceptance, but iii no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - Helmy A. Makar. P.E. - Product Control Examiner Product Control Division W000 HEADER REWIRED (SEE SCHID rot: Ern. MoAR4T1C14 'S 7O GLASS OF WINDOW OR S. G. D. ___ 1/4' 0 x J 7/7 LAG SCREWS • r 0. C. 1/4 • • r LONG LAG SCRC WS • 6 O. C. W 1 1/2' Mtn. PENE7R4TKON TO EXISTING WOOD HEADER 0 Cott. 1/4' 0 MACHINE BOLT W/ NUT & WASHER • 6 O. C F rri;n7 ` Cont. NEW P. T. 7 x 6 Cont. W/ (2) 1 /7 •x5' LAG SGY4EW • EACH STUD (MIOWIOTH OF STUD. 2 Min NOMINAL) N41) W/ 7 Alin. PENETRATION MO OWING STUD. SECTION 0 LAC SCREW 2 AL7ERNA77VE 11 WALL MOUNTING INSTALLATION & (OFFSET) — SECTION A u . 7 / 4 - run- /, 44 Pr .1ianeer.rrmrni.1 ►1111 O • 6' 4 WOOD PLATE REQUIRED ALTERNATIVE WOOD FRAME CONDITION le ANCHOR LOCATION AT BOTTOM sc4Lr• l/r - 1' AOiE : S 1UTTER TRACKS Mar SHOWN FOR CLARITY SECTION • LOCKING PIN 5) Cont. 1/4' a 144CNotif BOLT w/ 7/8" x J /J2' WINO NUT • EVERY S7UO • 17 0. C Cont. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS O. C. 1 4 o x 1 1/7 Min. SEPARATION G SCREWS r 0.C. SEF SO- tJLE TO EXISTING SS OF WINDOW S. C. D. ALTERNATE r APPLICABLE •000 TRUSSES CR R4i7ER • 24" 0. C. REQUIRED ALTERNATIVE 1 Q . 7/6 • • 3/.32,i WINC NUT • B EVERT STUD 0 17 0. C NEW 7 x 6P. T Cant WOOD PLATE 06/(2) 5,'176 7 LAC SC/SMS TO EACH RAFTER OR TRESS. LOCATE SCREW AT MIDWIDTH OF EX1SITNC W000 MEMBER (7 Ain. NOMINAL mono W/ 7 Min. PENETRATION. 7 x71.000 DECK REQUIRED 1/4'0x2 LAC SCREWS • 6 0. C. NOTE FOR COMBINATION OF SECTIONS F10OR/ WALL/ c0e1NC MOUNTING sECT1CN5 cw Er COMBINED IN ANY WAY TO SUIT ANY MNSTALJA17OK WOOD TRUSSES OR RAFTER O 24 0. C. REOLVREO iii��ruu��uuuii LM= .500" / 1sx /r S. ML S. 0 7 0. C SEE SCHEDULE FOR Min. SEPARATION 7 TO EXISTING C LASS OF NwDOw O? S. G. D. t ALTERNATE 7 APPLICABLE NOTES: 7. INSTALLATIONS ARE ONLY VALID FUR BUILDINGS WTIH DFS.CN L040s LIP TO 66 ps1 ANO PANEL LENGTHS UP TO 9'-7 2. NEW 7 x 6 P. T. TO BE SOUTHERN PINE No. 2, S7/RFACED DRY WITH 19 X M. M. C. w/ SPEC1F7C ODISITY or 035. J. FOR NEW W000 FRAME CONSIRUCTTONt 0000 MEMBERS TO BE SOUTHERN PINE No. 2. w/ SPECIFIC DENSITY OF 0.55 OR EOU4L - 1' x4'x l/8' (Miin. 6063 -TS) Alum. TUBE W/ (ZZ 5 16 500' JOIST. sc OIST. LOCALE 70 SCREII EACH O Cant AT MDWITH OF EXISTING WOOD MBE r (7 Min. ME M�! (N6L N7DTH) $ 0/r Mtn. PENETRA7) 'N. O Q. 7/8' • r J /37 WINC NUT 0 EVERY STUD • tr 0.0 ALTERNATIVE 2 CEILING & FLOOR MOUNTING INSTALLATION — SECTIONS B SCALE- 1/7 - r 7 x 7 WOOD DECK REOULRED 1/7•x11/7 LAG SCREWS • 6 0. C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE T(J L L9g BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE IANCE. OFFICE ACCEPTANCE NO C Y, - 1 1 b 7 . 63 /1irrIN TILUT TESTING a � E ENGINEERING ppI GCOMPANY 6595 Pe 39th. $�t0 17 �� )871-163O. (305)71- 153 WALTER A. T1LLIE Jr.. P. E. FLORIDA L 44167 0.063" ALUMINUM STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc 2349 N.w. 147 STREET OPA- LOCKA, FLORIDA 33142 KY. •acMP+>• GENERAL u 0411 D /14/717 6/76/97 706. M • uCIE+W71v• 0671 AS SHOWN SCALE 9/5/96 OATS 96 — 279 DRAWING No SHEET 8 or 8 DADE COUNTY WEAN ROOF NE (h) NON COASTAL ZCWES COASTAL ZONES EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) EDGE ZONE (ZONE 7) D ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) 75. >60' -70' 116.5 86.8 57.2 153.1 114.1 >70' -80' 121.2 90.3 59.5 156.8 116.9 77.0 >80' -90' 125.8 938 61.8 160.5 179.7 78.8 >90' -100' 129.6 96.6 63.6 164.4 122.5 80.7 >10C-120' 136.2 101.5 66.9 170.0 126.7 83.4 >I20'-140' 142.8 106.5 70.7 775.6 130.9 86.2 >140'-160" 148.4 110.6 72.9 180.3 734.3 88.5 > 160' -180' 153.1 114.1 75.1 185.0 137.9 90.8 >180'-200' 157.8 717.6 77.5 788.0 740.7 92.7 >200' -250' 168.1 125.3 82.5 197.2 147.0 96.8 >250' -300' 776.6 137.6 86.7 204.7 152.6 100.5 >300' -350' 185.0 137.9 90.8 211.3 157.5 103.7 >350' -400' 192.5 743.5 94.5 216.9 167.3 106.7 >400' -450' 199.8 748.9 98.7 221.6 765.2 708.8 >450' -500' 204.7 152.6 100.5 226.3 1 68.7 117.7 MEAN ROOF HEIGHT (h) COASTAL & .NON COASTAL ZONES (TRIBUTARY AREA - 10 FT2.) COASTAL & NON CO45TAL ZONES (TRIBUTARY AREA - 20 F72.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 30 FT2.) COASTAL & NON COASTAL ZONES ( TRIBUTARY AREA - 40 fT2.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 50 F72.) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) 0' -15' 61.5 47.8 57.7 45.8 55.5 44.8 53.3 4.3.9 51.1 42.9 >15'-20' 66.9 52.0 62.7 49.8 60.4 48.8 58.0 47.7 55.6 46.7 >20' -25' 71.5 55.6 67.0 53.2 64.5 52.1 62.0 51.0 59.4 49.9 >25' -50' 75.3 58.6 70.7 56.1 68.0 54.9 65.3 53.5 62.6 52.6 >30' -40' 87.5 63.4 76.4 60.7 73.5 59.4 70.6 58.7 67.7 56.9 >40' -50' 66.8 67.5 81.5 64.7 78.4 6.3.3 75.3 62.0 72.2 60.6 >50' -60' 97.4 71.1 85.8 68.1 82.5 66.7 79.3 65.3 75.0 63.8 BUILDING'S MEAN ROOF HEIGHT VS NEGATIVE DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET (APARTMENT BUILDINGS & RESIDENTIAL HOMES) DETERM /NATION OF POSITIVE PRESSURES BASED ON NEG4T1VES SHOWN ON CHART (o) FOR BUILDING WITH MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.80 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES • MULTIPLY NEGATIVE PRESSURES BY 0.94 TO OBTAIN MAXIMUM POSITIVE PRESSURES. (b) FOR BUILDING WITH MEAN ROOF HEIGHT GREATER THAN 60 FEET FOR EDGE ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.50 TO OBTAIN MAXIMUM POSITVE PRESSURES FOR END ZONES : MULT7PLY NEGATNE PRESSURES 8Y 0.66 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR. ZONES : MULTIPLY NEGATIVE PRESSURES BY 1.00 TO OBTAIN MAXIMUM POSmVE PRESSURES BUILDING'S MEAN ROOF HEIGHT VS DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT GREATER THAN 60 FEET (APARTMENT BUILDINGS) ‘Z(/" TRIBUTARY AREA : WINDOW OR DOOR OR SHUTTER AREA AS APPLICABLE EXCEPT THAT FOR FREE STANDING STORM PANELS (AT) PANEL SPAN (It) x PANEL SPAN (f1) (AT) - 3 NOTES : PROFESSIONAL ENGINEERS SIGNATURE AND SEAL INDICATED ON THIS DRAWING ARE ONLY APPLICABLE TO GENERIC WIND LOAD CHARTS BASED ON A.S.C.E. 7 -88 SECTION 6, REQUIREMENTS FOR A FASTEST WIND SPEED OF 110 m.p.h. & 1.05 IMPORTANCE FACTOR. SPECIFIC WIND LOADS MARKED OR HIGH LIGHTED ON THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC JOB. AT THE TIME FOR APPLYING FOR A PERMIT, AND DETERMINED BASED ON AN SPECIFIC MEAN ROOF HEIGHT, WIND EXPOSURE, AS WELL AS EDGE. END OR INTERIOR ZONE, HAVE NOT BEEN ANALYZED BY THIS ENGINEER NOR THEY ARE BEING CERTIFIED BY THIS E7VGINEER. SHOULD THIS CONDITION NOT THE ACCEPTABLE BY THE BUILD/NC OFFICIAL, THEN THIS SIGNED AND SEALED GENERIC WIND CHART SHALL NOT BE USED TO OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WIND LOADS ARE REQUIRED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER. DADE COUNTY IL EC O INC. m uT 71511N0 & DMOIN[DE19(0 Cd PINY 4593 9.9. Jbm., 54. 117. WPM txgwrs. rtox.' Stub n. POW, . : (3651611_ W , 1 WALTER A I6UT Jr.. P. E FLORIDA Lk. / 44767 ASCE 7 -88 /WINO LOAD SCHEDULES MOW -n AS SNOW SEALE 5/77/95 047T D*AIVING No SNIC7 7 4>< N' L 1.050 1.230' -M► 1.400_ «.._ , _.• =. o6r ALUMINUM 1.40C 4" $ R. 0. .250" .095- R. 0. 250" 2.12s -T5 ALU I � Mi 1 Min. SECTION A -A 14.800' (TOTAL WIDTH SCALE: 3/8" = 1" LOCKING PINS • 5 O. C. STORM PANEL ELEVATION r -. 725 90 x .030' OP (6) 094• R. L -.250' • 185 Dio.In ® "T" TRACK 0 WEDGE PIN SCALE: 1/2" = 1" (6005 -T5 ALUMINUM SCALE: 1/2" = 0" LONG) ALLOY) 1" CONCRETE ANCHORS (SEE SCHEDULE) r Uox. 1 A4n. CONCRETE ANCHORS (SEE SCHEDULE) 1 5-- acx . SCALE 1 1/2" = 1 1/4' Max. GAP 1/4° Max. GAP-1 T° 111•1211111111ili'ii i7LT AINVE SCALE 1 1/2" = 1' -0" 1/4' 0 S. S STUD RIVETED TO ANGLE 49 12" O. C. F h L TA I _ DM 1 °. J 2.000" © ANGLE WITH STUD SCALE: 1/2" = I" - r .125" 1.750 M ALLOY) SCALE.: ,/2" = 1" 125 "F" TRACK E: 1/2" = ■ 1/4 S. STUD RIVETED TO ANGLE .' 4T 1c O. C. 4.000' 2" x 4" (Max.) x .125" ANGLE SCALE: 1/2" = 1" 2.35r (3) 2.125 FULL R. .125" ryp. .125-0 L ryp. R. 0. .250" HEADER (5005 -T5 ALUMINUM ALLOY) SCALE: 1/2" = 1" 5 --r Mox.-i SCALE: 1/2" = 1" Mox. -1 - 7 O r _ I 0 CHANNEL 90 CHANNEL WITH STUD SCALE: 1/2" = 1" COMPONENTS TILLTT TESTING A ENGINEERING COMPANY 6395 N.w. 36M. St.. St.. 217. NRGMA CAROMS. E7. :1166 Phan (305)571 -1330 . fm : (301)671 -1531 WALTER A. TIWT Jr.. P. E. FLORIDA Lic. 44167 GENERAL NOTES: 1. STORM PANEL HAS BEEN DESTONED W ACCORDANCE WITH 7 4E 0A0E COUNTY. 1994 EDII1ON OF THE SOUTH F10R121 BUILONG CODE. DESIGN T.lNO LOADS SHALL ETE OVERAWED AS PER £ CTTON 6 OF ASCE 7-63. W17)1 110 m.p.h. BASIC WIND SP££D. STORM PANEL'S AOEOtA4CY FOR IMPACT AND FARCUE RES4TANCE HAS BEEN VERIFIED W ACCORDANCE MTH SECRONS 2315 d 2314 RESPECTIVELY OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORT / 0522.07 -96. 2. ALL ALUMINUM SHEET METAL PANELS SNAG HAVE 5052 -H32 ALLOY. 3 ALL ALL/MINUM EXTRUSIONS SHALL BE 6063 -T6 ALLOY UNLESS OTHERWISE NOTED. 4. ALL SCREWS 70 BE STAINLESS STEEL .304 OR .316 SER'. 5. BOLTS 7O 5£ 2024 -T4 ALuwLvuI ALLOT, CAL1A4NIZED OR STAINLESS STEEL WITH .35 k ' WNLMUM YIELD PONT. 6. ANCHORS TO WAVY SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) 70 £t5TING POURED C0NCRE7E:• - 1/4 • TAPCON M' AS WANFACTURED BY T.T.W. RA ESET OR EL CO 'NOUSTRIES. \� 1/4' • RAN: :AMA:" AI NLIN ANCHORS AS MANUFACTURED BY THE RAWL PLUG CCIPAM.; INC. I 1 /4' • : 7/8 RAM. C IX -/N ANCHORS OR EICO mole & female 'PANG.ALATC AS MNJL'FACRI. BY THE RANI PLUG COMPANY AND 51.0 INDUSTRIES. RESPECRL£L NOTES: A 7) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS 5 7 3/4'; MR RAWL 2AMAC AWUN IS 1 ..3/B'; & FOR £LCD PANELMATES LS 1 7/5'. 4.2) 7/5' RAWL C4 X -W ANCHORS SHALL BE ENTYL_Y EMBEDDED N70 THE POURED CONCRETE NO £M6£DMENT INTO 5 1,CC0 SHALL BE PERASTTED. 1/4' 0 - 20 SCREWS USED SHALL 9£ 1 1/2' LONG MNWUM SHOULD STUCCO? LL?ST. AND 1' AIINIMVM FOR WALLS MTH NO STUCCO. A3) IN CAS THAT PRECAST STONE. PRECAST 00t RE7E PANELS. OR PAt£RS BE FOUND ON THE EA7S77NG MALL OR FL00.R, ANCHORS SHALL BE LOAD ENOUGH 10 REACH THE AWN STRUCTURE BEHIND SUCH PANELS. ANCHORA ;E SHALL BE AS INDICATED ON NOTES A 7) .* A2) ABD� (B) TO EXIS iNG COrv BLOCK MALI.: - 7 /s' 0 T A PCON ANCHORS AS MANUFAC7LIRW BY LT. W. RAMSET OR TWO /NCR/STAR - 7/4 a R.AII'L ZM14C N41LIN ANCHORS AS MANUFACTUP. ED BY THE RAWL PLUS COMPANY. INC. - 1/! e . 7/8' Rot CtLX -IN ANCHORS OR 5000 'wee .t lemole 'PANELM4TE AS MMIU.FA.'7URED BY THE RAN, PLUG CO. AND ELCO INDUSTRIES RESPEcriva : NOTES 9.7) MINIMUM £MB=DMWWT OF TAPCON ANCHORS. R4 Z.AM4C NAIL IN tr C.CG PANELMATE INTO THE CONCRETE BLOCK UNIT SHALL BE 1 7/4'. 8.2) 7/r RAWL CALK -N ANCHORS SHAT BE ENTEMLY EMBEDDED INTO THE CDNCRE7£ ETLOO( UNIT. NO EAEBELa4EM INTO STUCCO SHALL BE PERWTTED. 1/4' a -20 SCREWS USED SHALL B£ I 1/5- LONG MINIMUM SHOULD STUCCO EXIST. AN0 7 MINIMUM FOR WALLS WITH NO STUCCO. R3) 1/1 CASE THAT PRECAST STONE OR PRECAST CONORETE PANELS BE FOUND ON 7H£ EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH TIE "INN STRUCTURE B£HCND RCN P Z . ANCHORAGE SHALL BE 1 1/4' M9:AK/M ;DR ANCHORS MENTIONED IN B. 1). X 7 /EP FOR ANCHORS M£NRNED IN 8.2). (5) AM;HOPS SHALL BE OSTALE0 FOLLOWING ALL OF THE RECOMM£ND4 ANO SPEClFCtTIONS OF THE ANCHOR5 WNUFACTl. ER. 7. PANELS MTH LENGTHS OVER 9• - SHALL BE BOLTED W/ 1/4 r - BOLT ARID MNGNUT AT OVFj3AP AND ANDLETRGTH. B. 20' PANELS LOY ALSO BE 5 L ISHALL NOT EX /FLED nil COMPONENTS). (✓). (). 7) )& 9 � THAT 1E40E S 9. IT SHALL BE ME RESPONSIBK/TY OF THE CONTRACTOR TO VER YY THE SOUVO/655 OF THE STRUCTURE WHERE SHUTTER 15 70 BE ATTACHED TO INSURE PROPER ANCHORAGE. 17.9S SHUTTV7 SHALL ONLY BE ATTACHED 70 CCIICRETE BLOCK OR 44000 FRAME BUILDINGS 10. SHUTTER MANUFAC7URERS STICKER SHALL BE PLACED ON THE EXPOSED SURFACE OF THE CENTER FLANGE OF EVERY PANEL APPROXIMATELY 4 ABOVE THE 80770'1 OF Si.Ol PANEL 57TCKER SHALL RE4D AS FOLLOWS: ALUFAB HURRICANE SHUTTERS OPA L.00I4'. FI. DADE COUNTY PRODUCT CONTROL APPROVED. L LT --1 --, r -.094' r .065- - 1 • .125' 7875- --1 DETAIL 1: STUD W/ WING NUT SCALE: 1 " 1" ALUFAB HURRICANE SHUTTERS, Inc. 2349 N.W. 147 STREET OPA -LOC FLOP CA 33142 STY. NO 1 h to 0.063" ALUMINUM STORM PANEL rxsAP1f01 5 ?T 1■v. ■. 9[7LA�710� 00+ERAL 3 6/ 27/97 Kr-PROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT I BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 96 -11 f 1 . 03 a7[ DADE COUNTY AS SHOWN SCALE 9/5/96 DATE 96 - 279 DRAWING No SHEET 1 Of 8 CONCRETE CONCRETE ANCHORS ANCHORS (SEE SCHEDULE) ED/(E) POLIRED CEINCR 7 REQUIRED / / POURED 0 COl.CRL7E OR CONCRETE BLOCK WALL REQUIRED POLA7£D CONCRL7E OR CONCRE7E BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE Scnriau.E) (SEE SCHEDULE) PGR SEPAR47 1 S TO CaS7INC CLASS 1 OFM MCC", OR SGD. 1 s� 7 •r TO COSTING CLAS 1 Of WOW OA S II I S. a D. SECTION 0 ANCHOR Cant. 3 POURED CONC1M7E REQUIRED POURED COACR.ETE OR CO BLOCK W REQUIRED (SEE SCHIMULO FOR Mn. I SEPARATION -r TO EXISTING CiASS 1 OF WINDOW OR S G 7/rr3Jr WIAIG NW • (VOW SITJD • Tz a C. E. 0. EDGE DISTANCE • (SEE SCHEDULE ON SHEETS ? & 6 OF 8) f NOTE FOR COMBINAI?ON OF .SECTIONS RAWL CALK -M cw ELCO (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR CCAVC<TE7E REQUIRED FOR Abn. 1 SEY.ARAT)LW •r I TO Ex7STINC Guns OF wr4OGw OR 1 S.C. O. as RIMZ CALK -a. OR EICG (SEE SCHEDULE) WALL ' s NTING INS - ALLATION WALL MOUNTLVG INSTALLATION — SECTION 2 Scuz J /a' 1' (D. M) — SECTION 3 SCALE 3 /8' - T' CONCRt7E ANCHORS \- ME SCHEDULE" POURED C = — REED W / POURED v1 CONCRETE CONCRETE 7E DLOCX MALL REOUAR D MOORS arr SCHEDULE) SCHEWLE I • FOR Net SEPAR4 -r TO EXISTING CLASS OF 1 RIACOW ORS C. D. r SECTION 0 ANCHOR Cant 1/4 -20 S S MACHINE BOLT NUT • RASHER • 0. C. REQ CCNCREIE UIRED 1 SECTION Q AMMCHIN£ 80(T BUILD —OUT INSTALLATION — SECTION 4 _,_:, �; 3/„ - ,. CONCRETE ANCHORS (SEE POURED CONCRE7r REOWRED FOR Min. SEPARATOON EXISTING GLASS OF wlhOOw OR S. G. D. ALTERNATE F AFPLIC1B.E E FLOOR/CEILING MOUNTING INSTALLATION — SECTION 5 SL.LE- .T /r - r Cant APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT U _ I 19C BY PRODUCT CONTROL DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO C3 1 ICY-1 • d� 7/!r r .3/3r WINC MIT • EMMY STUD • 1r 0. a SECTION ® STUD WALL MOUNT. INSTALL. — SECTION 1 SCALE 3 /e s T I WALL/FLOOR/CEILINC MOWING SECTIONS CM/ 8E COMBINED N ANY WAY TO SUIT ANY INSTALLATION. /1 itIiZTe.\ TIUJT TESTING a ENGINEERING COMPANY 6393 N.W. 3otn. S . SL. 217. VIr'CNM wpm. R. 33166 Phan. (70)671 -1330 . Fm : 003)671-1331 WALTER A. TILLR Jr.. P. E. FLORIDA L•.c. 44167 0.063" ALUMINUM STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc 2349 N.W. 147 STREET CPA- LOCK., TLOROA 331.42 weIUMo■ ODEA.I OUT 3/141117 e /73 /37 •7[ AS SHOWN SCALE 9/3/96 GATE 96 — 279 DRAWING No . DADE DouNTY CONCRETE ANCHORS (SEE SCHEDULE) �\ POURED c0NCRfrr R£OWR£D Li POURED CONCRETE OR CONCRETE BLOCK WALL R£OU?t£D CO?iCRETE ANCHORS (SEE SCHEDULE) j ■--- (SEE SCHEDULE) - FOR Lin. XIS PARATION I'S TD E GLASS OF WINDOW OR S. C. D. / / O Cont. SECTION 0 ANCHOR Cont. 1/4" 0 -20 S S MACHINE BOLT W/ NUT & WASHER • 6 0. C. POURED CONCRETE REQUIRED 1' Wk � — T Cont. CONCRETE ANCHORS (SEE SCHEDULE) E � \ cs POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS Spi£DULE) (SEE SC7fEDULC FOR Win. SEPARATgN -r TO EXISTINC &ASS OF WINDOW OR SGD. / / 4 SCALE: 3/8" - 1" O 0 E. D. = EDGE DISTANCE (SEE SCHEDULE ON . • SHEETS 5 & 6 OF 8) 012°0. 0. Cont. Cont. WALL MOUNT. INSTALL. - SECTION 7 RAWL CALK -!N OR ELCO r akj lemok 'PAN£LM41E' (SCE SCHEDULE) POURED CONCRETE OR CONCRETE BLOPf WALL REWIRED O POURED CONCRETE REQUIRED —\ sCJiEDLC£) FOR Win. SEPARATION '5' TD EXISTING GLASS OF WINDOW OR S G. R O Cont. ALTERNATE IF APPUC4BLE CONCRETE ANCHORS (SEE SCHEDULE) SECTION ANCHOR 1 E 0. 1/e 0 -20 r 1' Al. S BOLT W 7/8 0 x 33 WANG MJT • EVERY OVERLAP AT THE WIDSPAA: 4 E. 0. O CUT END PANEL x4'x.72r 3105 - 1114 OR 6063- T6.LOY Cont. Num. ANGLE CONCRETE ANCHORS • TrO.C. CASE A (Plan) • fOU.uJGTr.4.4 it OR ColKRETF aOCK WALL REQUIRED scaLE 1/4" - 1- - 2.000• Win. r CASE C (Plan) SCALE. 1/4" — 1" POURED CONCRETE OR CONCRETE ewer WALL Rf0 /(REO � CONCRETE ANCHORS • 12" O. C. � 2 4 :11:1 O POURED COMCRE7£ OR CONCRETE BLOCK WALL REQUIRED 135 00 J ®_`0 \\ O — — r War. \ ®°R® ALTERNATE LEG LCC4TION rxrx.05r r x 5 x .055Cont. Akin. ANGLE OR .060' 3105 -11154 SHEET WET. Nurn. BEM PLATE OR TB CAGE Colt. STEEL 1/4" I BOLT • 1r 0. C. W/14CKNUT CASE B (Plan) SCALE 1/4" = 1' 4- x 4 -x .093' 3105 -N14 OR 6063 -75 ALLOT Cont. Alum. ANGLE OR 18 OAST G S7EPL FJ 0LE END CLOSURES DETAILS' Y APPROVED AS COMPLYING WITH THE mat SOUTH FLORIDA BUILDING CODE DATE Su L 9 CO BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q6 - 116'7 63 DADE COUNTY NOTE FOR COAB1NA770N OF SECTIONS : WALL /FLOOR /CEIUNC UOUVI7NC SECTIONS CAN BE n At W AY 7 Su!? SECTION 0 STUD BUILD - 0 UT INSTALLATION - SECTION 6 saki :• .5 /B ,- WALL /FLOOR MOUNTING INSTALLATION - SECTION 8 TILIPT TESTING Ls DIGINEERJ C COMPANY sses kW. 26101. 2)8711 -1530 . r L3 m> 1331ss1f4 ALUFAB HURRICANE SHUTTERS, Inc 2340 N.W. 147 STREET CPA- LOCKA. FLORIDA 33142 �. - ar1oi OD af)Or t a s /14/97' s /25/41 MN. me 3 410 rn 9/5/96 DATE 96 -279 DRAWING No SHEET 3 Of 8 SECTION 0 STUD SCALE. .3/8" = 7" WALTER A. TILLIT Jr.. P. E. FLORIDA Lic. 44167 0.063" ALUMINUM STORM PANEL AS SHAWN suL£ MAVMUM DESIGN LOAD 'i1r (p.s.t) TOTAL MOUNTING HEIGHT 'H' S 10' - 0' 10'( H C12' 12'f H <14' 14'< H X16" 40 7' -7 7' -2" 6' -10' ..., 6' -6" 10' -8' 10' -1' 9' -7 9' -2' 50 7' -1' 6' -8" 6' -4' 6' -0" 9•-11' 9' -4" 8' -11' 8' -6" 60 6' -8" 6' -3" 5'-11" 5' -8" 9' -4' 8' -10" 8' -4' 8' -0" 66 6' -4' 5'-11" 5' -8' 5' -5' 8' -10' 8' -4" 7' -11' 7' -T M4XIHOU DESIGN PRESSURE RATING W (p.a.l.) Max. PANEL LENGTH L (a) (S'EE SECAOIKS) M JIrrAl11AI SEPARATxW TO GLASS PANEL CONDITION t55.5. -66.0 9' -O' 3' UNBOLTED +30.0, -40.0 X9'-0' TO 12' -O 2 7/8" BOLTED • 1 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CL'WCRE7E BLOCK WALL RECUT RED fi \ \ \ \ \\' I (SEE SCHEDULE) POURED CONCRETE I OR CONCRE7E BLOCH WALL REQUIRED FOR Man. SEPARATION TO EX1STTNC GLASS OF WINDOW OR S. 6. D. /14 x 3/4 •6"O. C 1 1 COACRE7E ANCHORS (SEE SCH 7/8' x J /3r WING N • E'€RY STUD 7/8 x 3/3.2' WING NUT • Eti£RY STUD Cart. 2" x 4' OR x 6' x .125' hORIZONTAL Norn. TUBE MULLION (6063 -T6 ALLM 1' Cont. 9 ha CONCRETE ANCHORS (SEE SCHEDULE) POURED REQUIRED (SEE SCHEDULE) FOR mil. t7 OF WINDOW OR 1 s. D. Cont. EQUAL TO Typ. SECTION 9 ALTERNATIVE 2 (TOP) Coot 1.000" 1.000" 4.000' 4.000' MAXIMUM MULLION SPAN (HORIZONTALLY) SCHEDULE FOR SPLIT PANEL INSTALLATION 1.000" 1.000" HORIZONTAL TUBE MULLION CONNECTION TO WALL SCALE: 1/4" = 1' 2'x4 TUB 2"x6" TUB EDGE OF EXISTING MALL (2) 3 /B' • TNRU BOLTS w/ MASHER Jr NUT 2' 4 OR 2' r 6" x .1 25" HOR20NTAL TUBE MULLAON (6063 - T6 ALLOY) 2" xrx 1 /4" O• Num. ANGLE (6063 -T6 ALLOY) (Typ. POP & BOTTOM) J /8' • KW1K BOLT ANCHOR IV 2 1/2' PPEFRA DON INTO CONCRETE OR GROUT f1LLE0 BLOOK MEASURED TO CENTER LINE OF ANGLES TYPICAL SPLIT PANEL INSTALLATION ELEVATION W/ MULLION TUBE ON FACE MOUNT N. T. S. MAXIMUM DESIGN PRESSURE RATING 'Irk' (p.s.f.) AND CORRESPONDING MAXIAWM PANEL LENGTH "L' SCHEDULE * BOLTED W/ 1/4" 0 -20 S S M. S. & WINGNUT AT OVERLAP & MIDLENGTH OF PANEL. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CGOE DATA �L f i 19 9`1 BY PRODUCT CONTROL DIVISION BUILDING CODE pp COMPLIANCE OFFICE ACCEPTANCE NO. - 1 6 - / 1 6 1 . (Y nAnr COUNTY - SECTION 9 ALTERNATIVE 1 SPLIT PANEL MOUNTING INSTALLATION SCALE:: 3/8" = 1 " NONE : FLOOR & CEILING MOUNT INSTALLOONS SHOWN. FOR DIFFER DVT MOUNTING INSTALLATIONS SEE TYPICAL SEL7IONS ON S 1ET 2 • 3 OF & E D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 & 6 OF 8) IIL IECOINC .\ MUTT TESTING Q ESAGINIERI DOOOPANY 0313 N.W. ^( )Ii . r M005)671-1551 a31ee WALTER A. TILUT Jr.. P. E. FLORIDA Lic. 44167 0.063" ALUMINUM STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc 2349 N.W. 147 STRtt OPA- LOCXA. FLORcA 33142 Y. e 9•[911101 =—.. 661 Jr, 5/14/97 eses+v su 1/23/97 AS SHOWN SCALE 9/5/96 DATE 96 — 279 DRAWING No SHEET 4 Of 6 MAXDIlUM DESIGN LOAD W (0 a �) M4X/MUM ANCHORS SPACING FOR E. 0. ■ .3 1/2" •. APPLICABLE TO MAXIMUM PANEL LENGTH 'L' (n.) L4PCONS R4WL ZAMAC M4/L/N RAWL CALK -IN PANELMATES SECTIONS f ANY COMB/NAT7ON TO CCWCRETE TO MASONRY TO CONCRETE TO 1A4SONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY OF THEM +55.5, —66.0 12" N/A 12" N/A 12" N/A 12" N/A 1 (TOP) 12" 9" 17 1 7" 12" 12" 12" 12" 1 (BOTTOM) 12" N/A 12" N/A 12" N/A 72" N/A 2 (TOP) . 8' —O" OR LESS ' 12" 9" 12" 11" 12" 12" 12" 12" 2 (BOTTOM) N/A N/A N/A N/A 12" 12" 12" 77 .3 (TOP /BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 4 (TOP) 6" 6" 6" 6" 6" 6" 6" 6" 4 (BOTTOM) 6" N/A 6" N/A I 6" N/A 6" N/A 5 (TOP) 77 N/A 8 1/2" N/A 17 N/A 7' N/A 5 (BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 6 (TOP) 6" 6" 6" 6" 6" 6" 6" 6" 6 (BOTTOM) 12" N/A 12" N/A 12" N/A 12' N/A 7 (TOP) 8" 6" 8" 7' 8" 8" 8" 8" 7 (BOTTOM) N/A N/A N/A N/A 12" 12" 17 12" 8 (TOP) 12" N/A 8 1/2" N/A 12" N/A 8 (BOTTOM) ACTUAL E D. FACTOR TAPCON/LWAC AMLIN/ PANEtx4T[s RAM. CXK - P! 3' .86 ■ .75 2 7/2' .71 .50 2' .50 — r ** MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE' FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE dt SPACING FOR INSTALLATIONS INTO W000 FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALJ0 FOR J 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2', REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E 0. FOR RAWL CALK -IN ANCHORS & ELCO PANELMATE 15 2 1/2'). E O. = EDGE DISTANCE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT" 19 BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 96 - I Id'7. D� DADE COUNTY IL EG T1LL1T TESTING IZ ENGINEERING COMPANY 6303 N 36N. _ Av. 217 111[14 4 R. 17161 GHw (]6 -1170 . . is � (70S 1 -1371 WALTER A. TIUJT Jr.. P. E FLORIDA Lac. 44167 0.063" ALUMINUM STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc 2349 N.W. 147 STREET OPA - LOCKA FLORID 33142 r. t1�ItiR01 6oa1.L DWI WV.. 1101C11/,s AS SHOWN 9/5/96 DATE 96 — 279 DRAWING Me SHEET 3 Of 8 MAXIMUM DESIGN LOAD W (P s f) MAXIMUM ANCHORS SPACWG FOR E. O. = 3 1/2' .. APPLICABLE TO MAXIMUM PANEL LENGTH "L" (ft.) TAPCONS RAWL ZAMAC NA/UN RAWL CALK —IN PAN£LMATES SECTIONS / ANY COMBINATION TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY OF THEM +55.5, —66.0 12" N/A 9 1/2" N/A 12" N/A 8" N/A 1 (TOP) 12" 8" 12" 9 1/2" 12" 11 1/2" 11" 11" 1 (BOTTOM) >8' -0" TO 9' -0" 12" N/A 9 1/2" N/A 12" N/A 8" N/A 2 (TOP) 12" 8" 12" 9 1/2" 12" 11 1/2 11" 11" 2 (BOTTOM) N/A N/A N/A N/A 12" 6" 6" 6" 3 (TOP /BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 4 (TOP) 6" 6" 6" 6" 6" 6" 6" 6" 4 (BOTTOM) 6" N/A 6 N/A 6" N/A 6" N/A 5 (TOP) 11 1/2" N/A 7 1/2" N/A 12" N/A 6" N/A 5 (BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 6 (TOP) 6" 6" 6" 6" 6" 6" 6" 6" 6 (BOTTOM) 12" N/A 9 1/2" N/A 12" N/A 8" N/A 7 (TOP) 8 5.5 8" 6.5" 8" 7.5" 7.5" 7.5" 7 (BOTTOM) N/A N/A N/A N/A 12" 6" 6" 6" 8 (TOP) 11 1/2" N/A 7 1/2" N/A 12 N/A 6" N/A 8 (BOTTOM) 6" 6" 6" 6" 6" 6" 6" 6" 8 (TOP) >9' -0" TO 12' -0" +30.0, —40.0 6" N/A 6" N/A 6" N/A 5" N/ A 8 (BOTTON) ACTUAL E. 0. FACTOR Ti1PCON /ZMUC N4(LW/ PANEL/ 441'ES &4 t CALK -1N Y .86 .75 2 1/2" .71 .50 2" .50 — ** MAXIMUM DESIGN PRESSURE RATING "r(' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2 EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2, REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E 0. FOR RAWL CALK —IN ANCHORS & ELCO PANELMATE IS 2 1/2"). E O. = EDGE DISTANCE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT . 19 BY PRODUCT CONTiI DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO c/n - 116'7 6 3 ‘/1-4/ TIWT TESTING t ENGINEERING COMPANY 8585 N.W. 380. St. St.. 117, VPCIM A WOOS, Fl. 33188 Pnan.: (305)871 -1330 . Tax : (303)871 -1531 WALTER A. TILUT Jr.. P. E. FLORIDA Lic. 44167 0.063" ALUMINUM STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2349 N.W. 147 h Hitt OPA LOGCA. FLORIDA 3,142 0oo1,na an. o i 8[40181. w"caA . 0/14/97 4/25/97 019 AS SHOWN SCALE 9/5/96 GATE 96 — 279 DRAWING No SHEET 6 OF 8 DADE COUNTY III II 1i'•� ., y ., 1/4 • x S LONG SCREWSM6' o. C. t7 w 1 17/3: Min. FENNE'IRA710N TO EX/57MC N000 HEADER 6 Cont. 1/ r • woonE BOLT M/ MIT & WASHER • 6 0. C. OP" 7471 tit r 0 I Cont. W000 HEADER REQUIRED --(SEE S FOR. Mir.. SCPAR4TION '5 TO EXISTING GLASS OF WINDOW DR S G. D. 1 /4" • A 1 1/r LAG SCREWS • 6" 0. C. ALTERNATIVE 1 - u , j 14 x 3/4" S S. S. At S. • 6'O.C. ALT wn A V 2 • 17 0. C. Cont. • 17 O. C. r 4" x 1 /C (MMNUi) 6063 -75 Alum. T (IB£ (Cont.) (2) 1/4' • x 4' LAG SCREWS • EACH STUD (AU0W1D7H OF STUD) AND W/ r Mn. PENETRATION INTO EXLSnNG STZA. NOTE FOR COMsN 4417c 4 OF S£CT7O NS: WALL MOUNTING SEC710a15 C4M S£ COP81NED IN ANY WAY TO SUIT ANY INSTALLATION. Cont NEP P. T. 7 x 47 Cont W /(2) t/4 • r r LAG SCREWS 0 EACH 577)0 (ANDIRDTH OF 57710. 7 Min. NOMINAL) AND W/ PENETRATION D47a EX7S7NG STUD. W000 HEADER REQUIRED --(SEE SCHEDULE FOR ►fin. SEPARATION TO EXISTING GLASS OF WINDOW OR S. C. 0. ALTERNATIVE 3 1 • x 1 1 - SO C. CRET•S•d.G ALTERNATIVE 7 NEW P. T. 7 x 4" (Join.) Cont. W/ t /!' • r $ LONG LAC SCREWS • 6" 0. C. W / 27/37 Min. PENETRATION TO EXLSTINC $X00 HEADER 1 1 - 1 /4" • x I 1/r LAG scREWS•6'0.0.. N 2 PPWIlr /► o 7 /8' • r 3/37 WINO NUT • EVERY STUD O r O. C 4° LAG S CRED ID 1/7 LAG St . .... , .. i 1 IV J i � p' 1111111 ?(W P. T.7z6' Cont. W/ (2) 1/4 O >: 5 L/C SL7 t7S • £4CH STUD (MIDWLOTH OF STUD. r IGn. ~at) Mta W/ r Min. PEN£TR4I»'l AN7V EXISTING STUD. 0 0 '�Illit��/ `• 1 ' 1IUI 111! NEW P. T. r x 6' Cont. W/ (2) 7/4' • x 5 !AG SL77Elr5 • EACH STUD (MIDWIDTH of STUD. r AGn. mcwswAL) AND W/ r Min. P(NNE7RATICW 1170 EXNS7WG STUD. 7/8' • x 3/37 WSNG Nt/T • £1•f)RY F' TRACK 0 170.0 Cont .�� Cont. NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR 871L.04.4GS WITH DESIGN LOADS UP TO 66.0 psi AND PANEL LENGTHS LP 10 9•-0 . 2. NE!! 2'x 8" P. T. 70 BE SOUTHERN PINE No. 2, SI S@FESF0 oser HMTH 19 R M. M. C. W/ SPECIFIC DENSITY OF 0.55. J. FOR NEY w000 FRAM( CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN PINE No. 2 W/ sP£CLIC DENSITY OF 035 OR (0U4L. W(CD HEADER REOURE2 ^(5E" SCHE7tl;_ FOR r „. SEPARATION "S" 10 EXISTING QASS OF MNEY'W OR S. G. 0. if 14 r 3/4" S. S. SM.5.• 0. 2 • 1' r t' r 1 /8" (Min.) 6063 -T3 Num. 77/BC (Cont.) (2) 1/4' • Jr 4' LAC SCREWS • EACH STUD (AMD•wVTN OF STUD. ✓ Min. NOMINAL) AND W/ r Min. PENETRATION INTO EXISTING STUD. ALTERNATIVE 4 0 14x /4'S S. 1M.1 •6"0.C. 8 r 1' .. 125' (AFn) Num. TUBE V/e• Jr e" LONE LAG SCREWS •6'0.C. W 1 27/37 Min. PE TO DOS7NC •000 HEADER ALTERN.ATTVE 8 fA 7/8' • r 3/37 WING NUT • EVERY 57U00 STAGGERED 1O j 14 S. M. S ConL Cont. Cont. 7/r • x 3/32 WONG NUT 0 EERY '7 1R4C7( • 17 0. C. 1" x 4' x 1/8" (min.) 0083 -T3 Alum. 118E (Cant) (2) 1/4' • x 4' LAG SCREWS • EACH STUD (MLOWIOT7•i OF STUD, ✓ Min. NOMINAL) AND W/ r Min. PENETRATION INTO &LISTING STUD. WALL MOUNTING INSTALLATION - SECTIONS A SCALE 7/4" - 7' W000 HEADER REOU/RED (5E£ SCHEDULE) (CR !!n. SEPARATION "5' cuss OF WINDOW OR S G. 0. ALTERNATIVE 5 AL T. R7L;TA77VE 9 1 /4" • x 3' LONG LAC SCREWS • 6" 0. C. W 1 27/37 Ion. PENETRAIXIN TO El7STING WOOD H£.40£R P ■d i7.a I. I/4"•xSL SCREWS O 6" O. C. II/ 1 27/37 Min. PENE7R4TI N O AIOWIOTM OF PLATE ALTERNATIVE 6 (SEE SCHEDULE) FOR Min. SEPARATION "5" TO EX1577N0 GLASS OF WINDOW ORS. G.D. 0 7/r • x 3/s2 WING NUT• E'ifRY "F" TRACK •:7 0.C. Cont. 1/4 "• rr LAG SCREWS O 6' 0. C. W/ 1 27/37 Min. PENETRATXIN • MIDWLDIH OF PLATE FOR Min. SEPARATION '5" TO EXISTING CLASS OF WINDOW OR S. G. 0. ALTERNATIVE 10 436" 0. 0. x .637 LONG BRASS BUSHING N/ 1 /4' 0-20 x 2' S S. A1. S • 5" 0. C: OR I/4' 0 -20 ELCO mON //emals A4N4(N4TE • 6' 0. C N/ 1 7 /B" PENETRATION TO EXISTING IT000 HEADER 3 .4.36' 0. D. x .637 LONG BRASS 9tbtovG W/ 1/4" 0 -20 x 2. S. S ALS•6'0 C OR 1/4'0 -20 ELCO nwk /Female PANELM4TE • L; 0. C. 9/ 1 7/8" PENETRATION 7D EXISTING 0000 PLATE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT `y 19 BY _W I PRODUCT CONT ∎L DIVISION BUILDING •CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 - / 1 0'7 - h / IIL IEco nic. TIL11T TCLT%NO & CNOINCERtNQ COMPANY 63113 N H e (X5747' - 1 SJ0 . r N o a r . ( .7c75g�=1531 331eb WALTER A. TINT Jr.. P. E FLORIDA L c. 4.4167 0.063" ALUMINUM STORM PANEL ALUFAB HURRICANE SHUTTERS, Inc. 2.349 N.W. 147 STREET (TPA- LOCK*. FLORIDA 33142 WV. •1p OtIC WOW =D.OMI X•0 o047Mt WTI l t Y 5/14/9 , 0/25/971 • SAW AS SrgWN SCALE 9/5/96 DATE 96 -279 DRAWING No SHEET 7 OF 6 DADE COUNTY U_ t kfil rt'' L 1 1 014/1.c Square Ft. S f•► (- S Tea✓\ A7(41 LC- PERMIT APPLICATION FOR MIAMI SHORES VILLAGE r' (- Job Address Z q 0 N /—= Tax Folio scriptioi //Lessee /Tenant - -� pees Address 2- o N / 3 G4 , Signature of owner and/or Condo President 9 Notary as to Owner and/or Condo President De?. My Commission Expires: FEES: PERMIT RADON APPROVED: Zoning Building Mechanical Plumbing Historically Designated: Yes Address Electrical No Master Permit # 43 1 3 H 141 41 1 1 S 0U.-J Phone 3 c r - (ZAl . ontracting Co. 0 (.) Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTIIICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ) AwuS L W; NI /.40. S tW cAvi l�e: 2 W !- 1d--4A/22 cy —r _ ► ttieiie 1,31,„0130.,c v uiv V 6.) e (it] i inl!'avv V LI Estimated Cost (value) S 4?J - Lib WARNING TO OWNER: YOU MUST RECORD A NCTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR : ?ROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHAN CAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the abp ie -named contractor to do the work stated. ture of Contractor or Owner - Builder Notary as to Contra or or Owner- Builder My Commission Expires: re) C)(4- 7 -se )?c- b , — ber P o CA ,ore reL r. C.C.F. go40 NOTARY ,5 BOND TOTAL DUE ( }ass Date Date PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2558 1070 Technology Drive Nokomis FL 34275 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 AWN - 400 Aluminum Awning Window with DSB Annealed Glass under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant. (This NOA renews NOit No. 94 1031.01) has been recomme for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0223.08 THIS IS THE COVERSHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING pODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Expires:10 /Z1 /QiI Approved: 11 /12/98 Internet mall address: poslma ster®bulldingcodeonline.com 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 iguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: bttp : / /www.bulldingcodeoallne.com :: L Vinyl Tech /Progressive Glass Technology ACCEPTANCE No. : 98- 0223.08 - 2 - APPROVED NOV 1 2 1998 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS October 31, 2001 1. SCOPE 1.1 This renews the Notice of Acceptance No. 94- 1031.01, which was issued on July 27, 1995. 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, 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 AWN -400 Aluminum Awning Window and its components shall be constructed in strict compliance with the following document: Drawing No. 423, Sheet 1 of 5 titled "Elevation View - Frame," Sheet 2 of 5 titled "Elevation View - Vent," Sheet 3 of 5 titled "Section Views." Sheet 4 of 5 titled "Comparative Analysis," and Sheet 5 of 5 titled "Anchorage," prepared by Vinyl Tech/Progressive Glass Technology, dated March I9, 1998, revised on October 19, 1998 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. 4. INSTALLATION 4.1 The aluminum awning window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product 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 fEQUIREMEIITS 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. 6.13 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. Manuel ' erez, P.E., Product C �y l Examiner Product - : trot Division Vinyl Tech/Progressive C lass Technology NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, .including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the codc 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 distributors and shall be available for inspection at the job site • at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of' Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF MIS ACCEPTANCE - 3 - ACCEPTANCE No.: 98- 0223.08 APPROVED 110 1 2 1998 EXPIRES October 31, 2001 Manu Produ» ' ontrol Division z, P.E., Product of Examiner ITEM 1 2 4 5 6 7 8 9 10 11 12 13 14 15 DESCRIPTION V.T. # FRAM_ NERD 66391 FRAME SILL 1 66392 FRAME JAMB 18 x 3/4 Quad Pn. SUS WSTP. — VINYL BULB (HEAD/VENT) WSTP. — VINYL BULB (JAMB) WSTP. — VINYL BULB (TORQUE BARI /6 x 5/16 Ph. Pn. SMS TORQUE BAR SHOULDER BOLT 110 x 1/4 Ph. Pn. SMS TORQUE BAR BUSHING VENT ASSY. OPERATOR ASSY. TORQUE BAR ASSY. 110 -24 x .500 Ph. Pn SMS 66393 70834 66601 66606 • 66605 7PPBA 7VT4OX 7PPBB 42002 VENDOR ALUMAX ALUMAX ALUMAX FASTEC TEAM PLASTICS TEAM PLASTICS TEAM PLASTICS 466-5 FASTEC UNIVERSAL RIVET FASTEC VINYL TECH /P.G.T. VINYL TECH /P.G.T. 70PR TRUTH HARDWARE VINYL TECH /P.G.T. VENDOR # AF -6391 AF -6392 AF 5393 466 -1 466 -6 2AWOO 7PPFF IFASTEC Sri &WTI 1.) GLAZING: 0S8 ANNEALED 2.) CCHflGURATIONS: X.r.XX.X 3.) ANCHORS: NO ANCHORS IN SILL MAX. 4' FROM EACH CORNER (HEAD) MAX. 5 1/2' FROM EACH CORNER (JAMBS) AM. SPACING ON HEAD: 24.000 MAX. SPACING ON JAMBS: 16.250 4.) SHUTTER REQUIREMENT :: SHUTTERS REQUIRED AT ALL INSTALLATIONS. NON — IMPACT WINDOWS AMMO tati•U1 .-x rf sc�nmutt & V IA At atUr DI23.01 - 'prcg Akalwizgte LA tah nd°9Y r °A7i 40o Imo` ELEY. I 1 d 5 3/19/S8 ELEVATION VIEW — FRAME °'ib /19/98 P.O. BOX 1529 "°' r-z-, NOKOMIS, FL. 34274 423 war f2 4 USED m BOWL memos ASSEMBLY TO nw¢ .NMB. J-IARNFSS AfSrmEtt Y AWNING WINDOW VENT & SCREEN ASSY. TORQUE BAR ASS'Y. ' ffiXg LSSY_ JTEM 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 DESCRIPTION HARNESS SLIDE BAR TORQUE ARM LINK SLIDE BAR GUIDE HARNESS ASSY RIVET HARNESS ASSY RIVET BUSHING VENT CAM LOCK RIGHT /LEFT HINGE '_INK SASH HINGE RIGHT /LEFT TORQUE BAR TORQUE BAR ARM #10 x 1/4 Ph. Pn. SMS SASH 70P RAIL SASH BOTTOM RAIL SASH BOTTOM SILL SASH SIDE RAIL WSW. — VINYL BULB SCREEN PULL TABS SCREEN FRAME SCREEN CORNER SCREEN STRETCH CLIP DS8 GLASS DS8 GLAZING BEAD o .. Dr D.B. Arab" CIF D.B. 3/19/98 0/19/ N. T. S V.T. # 64124 60115 • 42003 7VT33M 42001 66398 60115 66399 67A50M 66397 7PP88 67746 OmmarieNlgs 66395 66614 66396 66601 70409K 61011 41903 7V1-65 65107 VENDOR AL UMAX ALUMAX ANYL TECH /P.G.T. JNIVERSAL RIVET VINYL TECH /P.G.T. ALUMAX AL UMAX ALUMAX 'NDALEX ALUMAX MERCHANTS FASTENERS ALUMAX AL UMAX ALUMAX AL UMAX TEAM PLASTICS TEAM PLASTICS FLORIDA SCREEN VINYL TECH /P. C. T. CIBCO IND. ?PG. LOF VENDOR $ AF -4124 AF -115 625EG AF— 6398 AF-115 AF -6399 41(170 AF -6397 AF— 7746 AF -6395 AF -6614 AF -6396 466 -1 TP -482 1011 FLORIDA SCREEN 105 -107 FM= eutolt; caw 114 MUM t1:00,LartAIWOrficE £4 LAS r 159E �01't -91 i•oY -- - . .,,.._ - -- j _ • r 400 1' ELEV. ��""` 2 .5 ELEVATION. VIEW - VENT �� P.O. BOX 1529 �" "' NOKOMIS, FL. 34274 L8 1 423 j8 1L ��I' ■JA,llllAlALAllllA.11. wrr 4/� a� D. B. % 18/98 ,00 D.B. 10 19 98 SECTION VIEWS �-� P.O. BOX t529 N.T.S. NOKOMIS, FL 34274 u 6t 6LNDx COLE CCOWICE Offer• 1 °r°gr 1*ZIA SStKn„dasr t 1 400 t SECT. 3 5 Window Heights Window Wkth, 19.125 26.500 37.000 26.000 79.34 79.34 67.12 38.375 80.00 80.00 68.54 50.625 80.00 80.00 69.41 63.000 80.00 80.00 69.84 76.000 60.60 60.60 60.60 16ndow Heights Window Wileths 19.123 26.500 37.000 25.000 5.5.33 55.33 55.33 35.375 55.33 55.33 55.33 50.625 55.33 55.33 55.33 63.000 5.5.33 55.33 55.33 76.000 55.33 55.33 55.33 • 0 Negative Design Loads Dosed on Comparative Ax (pst) HegoUve Design Loads bssed on Gloss Table (Table 35 -E) Positive Design Loads bated on Comporotlre Aratysis (psl.) Pcsiti.s Design Loads based on Water Pressure "1.// D .B. 4%16/98 . D.B. 10/19/98 1X NOTES: 1.) REFERENCE TEST FTL -1143 2) DESIGN: +55.3 PSF -60.6 PSF NEW N.OA3 98- 0123.08 amessivs COMPARATIVE ANALYSIS wrsoin u taerinft W TN 1kt sons Flam macs coo, bue a + l t . a e me . slot scaymect 11a 1pro5 LASStedvolcg! Err ♦r w- I " 400 I F7L- 11431 � 4 r 5 P.O. BOX 1529 '' NOKOMIS, FL. 34274 pi 423 I x WOOD gLCX 250 MAX. ►.250 TYP. HEAD TYP. SILL 2 r W000 BUCK .250 MAX. 3/16 :APCON - /10 PANHEAD OR OR 1/4' TAPCON /12 PANHEAD 3/15' TAPCON /10 PANHEAD OR OR 1/4' TAPCON /12 PANHEAD .250 MAL TYP, HEAD 1.250 TYP. SIL 0.8. ft " . "''' 0.B. TYP. JAMB &NAM.. lioarrair 3/18/98 ° lb 19 98 1X TYP. JAMB O RD AS MUMS •RM Till .250 8 1uarreg totem woE wt. =OM COVE CONPUiRE. PRICE: =E ma Iz - O1L••0a �....,,. k ''`°7 . LAS « "°'°.9y a... r- Aw I 00 I ANCH. I 5 5 ANCHORAGE- P.O. BOX 1529 NOKOMIS, FL. " 34274 B 423 B 09:11 SEP 08, 1999 ID: PGT INDUSTRIES • • METRO•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 Your application for Product Approval or Series 6000 Abettinurn Fixed Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and competely described in the plans, specifications and calcuiations as submitted by: Applicant, along with Drawings No. 18342 -S, Sheet 1 of 1 and No. FTL- 1380 -I, Sheet 1 of I. (For listing, see Section 8 of tilts Notice of Acceptance) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturers plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendmcnts to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will he incurred by the manufacturer. Acceptance No.: 96- 0409.04 Expires: 12/02/99 TEL N0: (941) 480 -1900 *37250 PPGE: 2/ METROPOLITAN DADE COJNTY, FLORIDA METRO -DADE FLAGLER BUILDING DUILDINO CODE COMPLIANCE OFFICE SUITE 1 803 METRO DADE FLAGLER DULDINO 143 WEST FLAMER StREET MIAMI, FLORIDA 33130.1553 (305) 375.29C1 FAX (305) 375 -2008 INTERNET: mdcc01 eshadow.net PRODUCT CONTROL SECTION (305) 375.2902 FAX (305) 372.6339 UI tcoar Product Control Supervisor THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL. CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County luilding Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 12102/96 . • -1- s agar; . r Director Building Code Compliance Dept, Metropolitan Dade County 09 :12 SEP 08, 1999 ID: PGT INDUSTRIES Vinyl Teeh!Pro¢ressive Glass Technoloa_r TEL N0: (941) 480 -1900 *37250 PRGE: 3/9 ACCEPTANCE No.• 96 - n4 0 4 n4 APPROVED : DEC n 2 1996 EXPIRES ,, _ _ e • 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum fixed window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structure?, do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation; Series "6000" Aluminum Fixed Window 1.3 Overall Size; 36" wide x 74" high x 2.0" deep 1.4 Configuration: 0 1.5 140. &Size of Panels; None 2. MATERIAL CHARACTERISTICS 2.1 EramcAnstSashMattrialL Extruded Aluminum alloy 6063 -T5 2.2 Cl.7ing 2.2.1 Glazii Material; Single Lite, 3/16" anrealed glass. 2.2.2 Glazing Method: Exterior glazed using Dow Corning "899" silicone adhesive bedding compound at exterior flange and at interior side a 1/8" thick x 1/2" wide closed cell foam adhesive tape between glass and an extruded aluminum .500" x .735" x .500" x .055" glazing bead channel (Part #61168) secured dvith three (3) #6 x 7/8" self tapping PFI I SMS along the header and sill and five (5) #6 x 7/8" self upping PFH SMS along the jambs. Glass bite is 3/8" 2.2.3 Davl__fight Q en nln 33.1/4" wide x 71 -1/4" high 2.3 Panel Construction; N/A 2.4 Frame Construction: 2.4.1 HEADER, SILL &JAMB; .844" exterior and interior face x 2.0" deep x .050 thick flanged extruded aluminum perimeter frame member (Part #68342), with two screw splines. Glazing bead is a surface applied .500" x .735 x .500" x .055" thick extruded aluminum channel (Part #61168). secured to frame as notod above in Section 2.2.2. 2.4.2 CORNF.R CONSTRUCTION Butt joint construction secured with two (2) #8 x 3/4" PPH SMS 2.5 Kcal ez stri in : None 2.6 Hardware: None 2.7 Weepholes; None 2.8 MantimuNone 2.9 Reinforcement: None 2.10 Sealant; The frame corners are sealed with Schnee- Morehend SM5504 Acryl -R Narrow Joint Sealant. 2.11 Additional De,scri talon: Flange type frame. - 2 - DEC 0 2 1999 Manuel " 7, P.E. Plans E .iner II Product Control Division • 09:14 SEP 08, 1999 ID: PGT INDUSTRIES Vinylte h /Progressivecalf • s t• 3. LIMITATIONS 3.1 'This approval applies to single unit applications only, as shown in Section 10. 3.2 Units with dimensions equal or smaller than those shown in Section 1.3 shall qualify under this apprcvul. 3.3 For Design Pressure Rasing vs. Door Size, see Comparative Analysis Tables in Section 9. 4.1N STALLATiON: 4.1 ScreWs and Method o Attaehmcn HEADER & SILL : No. 10 x 2" FH SMS OR 3/16" diameter x 2 -3/4" tapcon screws located 6" from corners and 24' o.c. min. 1AMHS :No. 10 x 2" FII SMS OR 3/16" diameter x 2 -3/4" tapcon screws located 6" from corners and 24" o.c. min. All anchors shall be evenly spaced along the perimeter frame with the maximum spacing not to exceed 24" o.c. Min. embedment in each case is 1 -1/4" For number of fasteners to used, see corresponding table in Drawing No. FTL -I 360 -I, Sheet 1 of 1. Nnt5• Please c�___c_e ntL # 1�Page 3 TEL NO: (941) 480 - 1900 437250 PRGE: 4:6 ACCEPTANCE No.: 96 0409 - 04 APPROVED DEC 0 2 1996 DEC 0 2 1999 EXPIRES 4.2 Limit shim space to a maximum of 114 ". 4.3 Attachments of sub -backs shall be designed by the Architect or Engineer of Records and must be in S compliance with the out Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building Permit shall be accompanied by two copies of the followirg: 6.1.1 This Notice of Acceptance 6.1.2 Completely di:nensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.2. The 13•.tilding Official shall ensure the adequacy of window to meet the pressure cet;uitement of the opening in which it is to be installed. 6.3 astz The Installation of this unit will require a hurricane protective system. -2a- Manus ere P.F. Plans E __ finer Ii Product Control Division - - TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM /FT 0.07 CFM.'FT FTL -1380 -- ----"'-' UNIFORM STAT:C PRESSURE (DESIGN LOAD) SFBC PA 202 -94 POSITIVE +60.0 PSF FTI,•1380 +60.0 PSF FTL -1380 UNIFORM STAT:C PRESSURE (Dl SIGN LOAD) SFBC PA 202 -94 NEGATIVE -60.0 PSF FTL -1380 -60.0 PSF FTL -1380 WATER RESISTANCE (PSF) SFBC 202 -94 +15.0 PSF FTI. -1380 +100.0 PSF FTL -1380 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 POSITIVE '72.0 PSF FTL -1380 +48.0 PSF FTL -1380 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 NEGATIVE -72.0 PSF FTL -1380 -48.0 PSF FTL.1380 FORCED- ENTRY RESISTANCE (PER) SFBC 3603.2(b)(S) 14 .R. ' — '-•' -' DESIGN PRESSURE RAT 1� (Positive) -- •---- ---••- +48.0 PSF DESIGN PRESSURE RATING - (Negative) - •••- •• ---- -• -48.0 'SF Design Pressure Rating vs. Wintloav Size See • SECTION 9: "COMPARATIVE ANALYSIS" • 09 :15 SEE' 08, 1999 ID: PGT INDUSTRIES • TEL NO: (941) 480 -1900 437250 PAGE: 5/S VInV�L.T.t srPe liv f:1e Tet ACCEPTANCE No.: 96 0409.0 RESULTS: -2b- APPROVED EXPIRES : DEC rI ? 1996 : DEC 02 i999 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on : 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 - 3) Water Resistance Test, per PA 202 -94 along with installation diagram of a series '6000 Aluminum Fixed Window" prepared by Fenestration Testing Laboratory , Report No, FTL -1 380, dated February 26, 1996, signed and scaled by Gilbert Diamond, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings No.'s AF -9 i 63. dated 03/07/91, AF -1:68, dated 03/14/72, Revised 06/17/92, prepared by Alumax Extrusions, Inc. 8.2.2 Manufacturer's Drawings No. 18342 -S, dated 3/5/96, revised on 9/6/96 & No. FTL- 1380 -1, dated 10/24/96; both prepared by Vinyl -Tech, signed and sealed by Ivan R. Dory, P.E. 8.3 Calculations: 8.3.1 Comparative Analysis and Anchor Calculations, dated - 3/25/96, revised cn 9/11/96 and 9/30/96. signed and sealed by Ivan R. Dory, P.F. 9. COMPARATIVE ANALV3IS: Seel able on Dwg. No. FI'L- 1380 -1, Sheet 1 of 1. 1D. TYPICAL ELEVATIONo For elevation and crass sections sec wg. No. 18342- , . eet 1 of 2. ManuelUPerez, P.E. Plansgamincr II Product Contro: Division 09:16 SEP 06, 1999 ID: PGT INDUSTRIES Vinyl Tech/Progressive Glass Techne TEL N0: (941) 480 -1900 197250 PRGE: 6/8 ACCEPTANCE Nu.: 96. 0409.44 APPROVED : DEC n ? 1996 .DEC 02 1999 • a • r . • 7 . 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved product;: shalt be permanently labeled with the manufacturer's name, city. state, and the following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewa;s of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evacuation 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 or the product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profess;on. 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 Ning of a revision application with appmpriate fee) and granted by this office. S. Any of the following shall alto be grounds for removal of this Acceptance: a) Unsatisfactory pe7fonnance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertisirg literature. if any portion of the Notice of Acceptance is displayed, then h 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 dis :ributors and shalt be available for inspection at the job site at all time The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(b) and this last page 3. )time 10. I I Re 12 listed hrlow only apply to slaved ,groducts and doorg 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple Installation of this snit, a separate Acceptance for muilinns is required from the Product Control Section. I i . Tl:e spacing of fasteners at tnindow sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts o4'the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall aimed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion-or stile. Fastener shall fully penetrate the buck. which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware fora!l windows and doors sfl ll conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Mane Perez. P.E. Plans C met It Product Control Division • END OF THIS ACCEPTANCE. - 3 - EXPIRES M4da. �i6srwldds Wambor111 ds 771003 Ina (11 14.010 (1) WOO 4 UM (1) man ( 4 WOW • WOW 111$ . &14 r sus SIMS 17_40 aims p) fast 1171 o 131.04 7reao 4[az 41 61.50 3e1<25 SSCK 5751 72.41 K ` WA q 5424 1101 513a (q 52N 01614 St71 SIl! 5174 StIS 7t130 (4 SA71 74001 (1) 40123 4a11 4104 !ZU► 41.00 _ •.00 ,Les - �i6srwldds MOO 771003 74110 aLOa – 36.063 X010 174 1101 114 113 101 Lird$07li.As. arts m 121 w r as SIMS b3 re A 17 o MO 7reao 1• 41 37 51 lam 12 K s4. q • M a ti.est.• ibks 04:.+74.11641a 111.4.. Wdeis 01:.110111440. MUM awe W : sa101 w 31111 (4 ]2111 sus (4 macs 77.04 (i) I WW1 (4 10170 e 7e3IS WAS mfrs (1) 04:7 _ 7L71 41101 WL 715 ALSO 7reao SUMS M fist N Ma 1 44.11 14.714 to SUS to 43.e00 t4 1101 - se SEW St71 5174 WWI S9_ 11 7t130 (4 $52s sus UN 4104 41.00 , % dew Wits 04:.+74.11641a 11.113 01:.110111440. MUM 11104 (a USW (i) WW1 w non 0) 3101010 aceoP to e 90.425 s h s _ ae03 !el $ 715 IS 7reao 14 I a N . 11 _ 11 to SILOS 0 to 11 se - se ' se le WWI S9_ 11 t4. II 12 u 7x001 to sz 12 11 2 � - 12 i2 v eda. 1100 04:.+74.11641a 11.113 WSW MUM Mali x/M DI 121 LIS it WM IN 121 IS S 90.425 13 h Al a ae03 !el 70 al 34 7reao es I a 41 Nt1•4.•• _ M fes Kiear.Wale 1!T (D O WSW 4 411 WSW (Q a 93173 14 OI MOW (2) 1437S (4 14 10 M u , SQiss gi is 19 w 12 1130170 A sa u I a u 7440s (4 _ 11 _ Gt 11 11 MEM 4 0144‘141416+1Prinwel'___....jlie ecarg''° f k-- 1380 -1 TEL R. a �•�� N.0.A. /96- 0409.04 FR--1380 e " I "'" P.O. BOX 1529 NOKOAIIS FL. 34274 a_ Il� iP • • 1N I IMMO 401E /61171414X ea rglopai s i.Dr.wj n eora gprwayofadi..,ye Me. raw Dl Ooadaoa pivsDagplsogeLsod Mai Tait ]6 -E tK•bwtildlis Aline4.Mr MOO 1111 7414 MPS (ft axe (9 VP-US I1 Ii9PP (11 KID sus K 7123 bat 7110 CUB SUS 9371 $u • 1, WA WA l&la (4 11siAw �sl�lte l s 7iieJowVlldels 11ialrw 1110sdt 0115 ( 21104 (q 11074 7713 7( 49 31.211 (A > 11191 7114 WAS SSA 3&ON m 10 77 41.51 gl! S1125 WA WA 42.10 3,U1 SLOP SA 7S k- 1111415 (Q 74I•: 41. 11Y.itera/oleoree Wido�wS o. lleltie4� else t+el.�ess se • e . NOT / +a.beni.4)r.•••�a7 �4.o.dlivivon rarer a 14514k: It hoodoo r�.s ONO 1 eT><ssAlaeti iZ *iT.lic N6iSe Del* L toad On iaeAne ric(re) Padd.eDsq.la.erkbscatiasWsr Came. beslrefleee Tae Cr fir ios .r *Oats 64,4b dast cesr ,lancosita AL Met Sr Ina Wit 11eni9►t11t W 8 a •os a • a ® • • • A.. • 0,2001114 A 001171.1110 WIN DR 101R1. ru 1O fom 11411101 4.M( � 10gt NOTE: INSTALLAITON PER TESTED UW_ • Q 2 68342 7 61308K 8 63/16CR 9 6SM55W /* HEAD & SILL JAMt3 3 61168 4 7834AA 5 7PWSW 6 628000 STOP 18x3/4 PAN HD PHIL f6&r7/8 FLT. HO PHIL SILICON /CLEAR WINO W AI. UMAX AF — 8 347 AF -1168 ITEM PART NO. DESCRIPTION 2.000 Rev. If srrr R.S. Amor mi.: 68342 1.344 SEAM SEALER 0.844 - - 0.500 0.844 CLOSED cEt t FCW4 TAPE (IADNESNE ONE stDE) AUAM c� ALUMAX ALUMAX HORIZONTAL SECTION 1/2 SCALE FAS7EC I NDUSTRIFS FASTEC INDUSTRIES DOW CORNING 3/16" ANNEALED GLASS PPG INDUSTRIES • 6000 ASS'Y. 899 AF -8342 STlK —II PRODUCTS 1308 -1 SCHNEE MIOREHEAD SV5504 'Swot VENDOR VENDOR No. NMI /le Mau c4e II _ , Millet sirs c+ MAW CM amosics ok ..... .,�,,.� 1 CLlSS 1 1 SPECIALTY WINDOW FRAME ASSEMBLY NOKOMIS L. 34274 I D 1$34 - � S C