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501 NE 94 St (5)Date 01-1-1 e Job Address C o' 1'U' , g q S r Tax Folio Historically Designated: Yes No [/ Legal Description/ oL 13 e w l't`g o b 1 (3l K Owner/Lessee / Tenant I ry c,-1 w wl Master Permit # /U /a— 3,1 3 Owner's Address -c A N . cl `( Contracting Co. kb W- a.7VztA-- ct`GY\--- Address 1 c0 X11 ctrl, fMt`rtecvl. Qualifier 3.4 N �(� c? c= ✓` PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Phone So " 7 S --- IjG, o A( ss# . Phone.3oC IPN 3 3' a 'Y 6 I/ State # - Municipal # t �� ►� ` Competency # C- GC- 0 . 1 ``•< g' 7 °Ins. Co. t S - ht 3. Architect/Engineer to (,4 Address Bonding Company it) 1 pt Address Mortgagor lu (A- Address Permit Type (circle one): I t UILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION a a-Ivt o' £L AJC e Tis - c A, b U ✓ t=VLC r 1nnc(S -e / )1 lit..v(it 4 S'Aot t 'C7 rt (f -e cv- 02&-. Square Ft. ) 'p 5 cT . C� ;, ' 0 4s-, ••( Estimated Cost (value) /6630. o C✓ WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFID ' : - that all the foregoing information is accurate and that all work will be done in compliance with all applicable ' laws regulatin - • nstruc : on and zoning. Furthermore, I authorize the above-named contras r to do the work stated. Notary as to Owner and/or Condo Presid My Commission Expires: FEES: PERMIT 90 / RADON No : . . � ,. . . �, ., pi a - : �'lder My Co �� ssi. ^r ON NO. C e7141 �t�aan A MY C OANISSION EXP. MAR. 1 C.C.F. ' 6 NOTARY $ BOND O - - r- Builder Date - 7- b P• moo 9 /6= 9 E Date 4 D TOTAL DUE 1 1 - .1 6 APPROVED: Zoning Building ct1 11‘ 1 Electrical Mechanical Plumbing Engineering w Z LIJ 15.08' o-6-- Wood fence 15.08' 12.6'/ /33.9' Garage F.F. EI. +9.05' RESIDENCE Fin. Fi. El. +10.92' 14.9' &/ F.F. E1.10.67' 2 STORY C.B.S. os 15.4'% 10.20' - • 1. 1/4 c c' Fd.. nail and disk LS. # 2853 - d. drill hole .04' In swk.• 30.00' Fd. 1/2" : pipe. ASPHALT PAVEMENT 89'42'40" 25.00' 24.87' 39.14' x c ' N 89'42'40 W — 75.00' M%asd'red Q./ ° .•: , 1 ;.. n N'.89'.42'40" .W • .50:7 3' Measured ASPHALT PAVEMENT o ' N x 0 w o o ai o � 0 By 794th STREET Fd. ��- EAS 14 Y'c N. 0 • 5kukt 1.31' Fence cicdr 0.28' Clear 0.70' Wing Wall Fd. 1/2 pipe and cap LB. #3653 METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Just - Rite/Douglas Lumber Company 13015 S.W. 85 Avenue Miami FL 33156 Acceptance No.: 95-0705.02 Expires:08 /04/99 CONDITIONS BUILDING CODE COMMITTEE Approved: 08/04/95 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Series 1518 Out - Swinging Eighteen Lites (W/True Muntin) Wood Frech Door 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, for listing see Section 8 of this 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 manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Just- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 APPROVED EXPIRES AUG 0 4 1995 AOG 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a wood swing door 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 Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series 1518 Out- Swinging Eighteen Lites (W/True Muntin)Wood French Door (Non- Egress) 1.3 Overall Size: 6' 0" wide by 8' 0" high by 5 1/4" deep 1.4 Configuration: XX 1.5 No. & Size of Panels: The active and inactive panels measure 3' 0" (36 ") wide by 8' 0" (96 ") high. 2. MATERIAL CHARACTERISTICS 2.1 Frame & Sash Material: Wood 2.2 Glazing: 2.2.1 Glazing Material: Eighteen vision lites, 1/8" thick tempered glass. 2.2.2 Glazing Method: Interior glazed using an adhesive bedding compound and wood glazing stops. 2.2.3 Daylight Opening: Eighteen 8 1/4" wide x 12 1/4" high openings (101 sq. in.) each, for a total of 1819 sq. in. or 12.63 sq. ft. 2.3 Door Leaf Construction: 2.3.1 Door thickness: The door leaf is 1 3/4" thick. 2.3.2 Face sheets: N/A 2.3.3 Core Design: N/A 2.3.4 Construction: Stile and Rail wood construction. Stiles: 4 1/2" face x 1 3/4" thick; Top rails: 4 1/2" min. face x 1 3/4" thick. Bottom rails: 9 3/8" min. face x 1 3/4" thick. Stiles and Rails are of glued block and face veneer wood or solid (Douglas Fir) wood construction with "Ovolo" glazing rabbet. Corner construction: butted and attached: 2.3.4.1 At 4 1/2" rails to stiles: with minimum two (2) 5/8" diam. x 4 5/8" long wood dowels, 2 3/4" penetration into the rail. 2.3.4.2 At 6 1/2" and 9 1/8" rails to stile: with minimum three (3) 5/8" diam. x 4 5/8" long wood dowels, 2 3/4" penetration into the rail. Muntin bars or muntins: Are 1 1/4" face x 1 3/4" thick wood Ovolo bar, mortised together. As manufactured by Rouge Valley Sash & Door Co., Simpson Timber Co., or an approved equal with a current Product Approval. Mane - 1 Perez, P.E. Plans Examiner II Product Control Division Just - Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 APPROVED . AUG 0 4 1995 EXPIRES : AUG 0 4 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.3.5 Astragal: J -R #300 Laminated (Tee) astragal with sleeves. Consists of a 1 1/4" x 1 3/4" clear grade Douglas Fir moulding kerfed 1/8" x 5/16" for weatherstrip, attached to a 2 1/2" x 1" 9 -ply AB marine grade plywood with a 3/8" diam. schedule 40 steel pipe sleeves 8 3/4" long, bored to clear the flush bolt, at each end of the astragal. Installed with glue, 7/16" x 2" staples at 15" o.c. and sixteen (16) #6 x 2" FHWS (four (4) at each side of pipe sleeve. Sealed to the inactive leaf at the inboard and outboard face. All astragal attachment fasteners are covered with wood putty. 2.3.7 Glazing moldings and stops: 3/8" high x 5/8" wide ovolo wood moulding all around Fastened to the door using 5/8" long x 3/16" wide crown gun- driven wire staples. 3 staples per stop. 2.3.8 Finish: Unfinished wood. To be sealed and finished at time of installation. 2.4 Frame Construction: 2.4.1 Type: The frame jambs and head are of 5 1/4" wide by 1 1/4" thick rabbeted (White Pine or better) fingerjoint wood sections, kerfed (1/8" x 3/8 ") for weatherstrip. 2.4.2 Material: Wood 2.4.3 Construction: Butted corner construction. The head/jamb corners are of butted corner construction and attached with three (2) 2" long x 3/4" wide gun- driven staples at each corner.. The jambs and threshold ends are coped to fit at the corners and also attached with two (2) 2" long x 3/4" wide gun- driven staples at each corner. 2.4.4 Reinforcements: 2.4.4.1 Head Plate: Consists of a 3/8" thick x 5 1/4" wide, 3 -ply BC grade plywood plate attached to the head with glue and 3/4" staples at 1 1/4" from edge with remainder at 8 3/4" o.c. and to the jamb with three (3) 3/4" staples per jamb. 2.4.5 Threshold: J -R #100 Wood and Aluminum "Moderate Climate" 5 3/4" wide x 1 3/4" high threshold. Consisting of a 1 3/4" x 3" Douglas Fir wood portion attached to a 2 1/2" wide x 1/4" high aluminum saddle threshold extending the whole width of the door. This threshold is attached to the floor slab as specified in Section 4.1.3 below. 2.4.6 Finish: Unfinished wood. To be sealed and finished at time of installation. 2.5 Weatherstrips: Qty, Description 2.5.1 One A single strip of vinyl wrapped foam compression weather seal. J- shaped Q -Lon QDS -650 2.5.2 One "SiliconSeal" door gasket Pemko #S88 compression bulb. 1/2" wide x 1/4" thick, nominal 20 durometer, self- adhesive. -2a- Location Frame head, jambs, astragal and threshold. Top outside edge of each door and outside vertical edge of active door. M. uel Perez, P.E. Plans Examiner II Product Control Division Just- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 2.6.7 Two 2.6.8 One 2.6.9 One 2.6.10 Two APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ends and passing through the pipe sleeve. Operating hardware is recessed with a flip -type actuator and attached with four #8 x 1" FHWS. Modified M.A.G. Lock Reinforcer (20 -PB) 0.029" thick brass. 'AuG 0 4 1995 AUG 0 4 19 9 9 Active door leaf : one at each top and bottom surface deadbolt. Inactive door leaf - at passage lock Frame header - (above inactive door) at upper concealed flush bolt. Frame header: one at upper single - surface deadbolt. Inactive door leaf: one at single - cylinder deadbolt. There are no strikes at the bottoms of doors. The locks engage holes drilled into the aluminum threshold and the floor. Each leaf is fastened to the hinge jamb using four (4) butt hinges. Tested lock grade: Schlage locks are Grade II and Kwikset locks are Grade III. 2.7 Sealant: The frame intersections, ends of the threshold and all weatherstrip intersections must be caulked with Polyseamseal or DAP adhesive sealant during assembly. Strike 0.050" thick brass Strike 0.077" thick brass Strike assembly 0.062" thick brass surface strike with a concealed 0.120" thick plated steel reinforcement plate. 3. LIMITATIONS: 3.1 This approval applies to pair of doors and single door unit, with all components described in the active leaf of this approval, applications only, as shown in Section 10. 3.2 Units with dimensions equal to or smaller than those shown in Section 10 shall qualify under this approval. 3.3 Installation is limited by the Design Pressure Rating shown in Section 7 of this approval. 3.4 This door system does not comply with the means of egress requirements. 4. INSTALLATION: 4.1 Screws and Method of Attachment 4.1.1 Head: #10 x 2 1/2" CP FHWS at 6" from corners and max. 20" o.c. #10 x 2 1/2" CP FHWS, two (2) thru lock strike plate. (over active leaf) #8 x 2" CP FHWS two (2) thru exterior bolt strike plate.(over inactive leaf) 4.1.2 Jambs: #10 x 2 1/2" CP FHWS, at 16" from corners and max. 30" o.c. #9 x 2 1/2" CP FHWS, one (1) through each hinge. -2c- M• uel Perez, P.E. Plans Examiner II Product Control Division ,rust- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS 2.5.3 One A vinyl wrapped foam compression Lower end of jambs and astragal, self - adhesive pile dust pad. adjacent to each door corner. 1" wide x 2" high x 3/16" thick 2.5.4 One Pemko model #345 AV Door bottom rail. To be installed Set Aluminum and vinyl rain -drip sweep, after door is sealed and finished. attached with #6 x 5/8" RHSMS at 6" o.c. 2.6 Hardware: Q 2.6.1 Four (2 per leaf) 2.6.2 Four (2 per leaf) 2.6.3 One 2.6.4 One 2.6.5 Two 2.6.6 Two APPROVED EXPIRES Description 4" x 4" x .085" thick plated steel w /safety stud or non - removable pin mortise hinges. Hager model 1843 or Penrod #MH40AUAC attached with four #9 x 3/4" FHWS to the door and three #9 x 3/4" and one #9 x 2 1/2" FHWS to the frame. 4" x 4" x .085" thick plated steel regular mortise hinges. Hager model 1841 or Penrod #MH40AUWS attached with four #9 x 3/4" FHWS to the door and three #9 x 3/4" and one #9 x 2 1/2" FHWS to the frame. Passage lock or key lock w /spring latch. Schlage Lock Co. Model #F 1 ON or Kwikset Lock Co. Model #200E Single cylinder /thumbturn deadbolt lock Schlage Lock Co. Model #B 160N or Kwikset Lock Co. Model #660 Single surface /thumbturn deadbolt lock Schlage Lock Co. Model #B 180N or Kwikset Lock Co. Model #666 Concealed 12" extension flush bolts 1/2" diam. x 1 1/2" long steel with a 3/4" throw, attached to the actuating hardware by a 0.207" diam. rod threaded at both -2b- AUG 0 4 1995 AUG041999 Location Top hinge: 6 3/4" from top of doors. Bottom hinge: 84" from top of doors. (At each Active and Inactive leaf.) 2nd hinge: 31 3/4" from top of doors. 3rd hinge: 58 7/8" from top of doors. (At each Active and Inactive leaf.) Active leaf - at 36" from bottom of door. Active leaf - at 6" above passage lock. Active door leaf : one at 2 3/4" from top of door and one at 2 3/4" from bottom of door. Inactive leaf : (astragal) one at top of door and one at bottom of door. M. . -1 Perez, P.E. Plans Examiner II Product Control Division -Just- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 10.4 Vertical Cross Section: MEI S88 WEATHERSTRIP 110 LOCK REINFORCER 1 PAIRS u15118 GLAZED DOORS PLYWOOD NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS FRAM; -. ceitt, WEATHERSTRIP SWCLE SURFACE DEAD BOLT TEMPERED CLASS Le a SINGLE SURFACE O£A0 BOIL GEE W£ /.THERSTRIP ?X P.I. BUCK J -R RICO 1HRESHOLD FLOOR - 2i - APPROVED AUG 0 4 1995 EXPIRES : AUG 0 4 1999 TEMPERED GLASS Ma • - l Perez, P.E. Plans Examiner II Product Control Division 120 LOCK REINFORCER INS SWEEP ]Just- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 4X4 BUT1 HWGE 10.3 Horizontal Cross Section: 2X P.1. BUCK 0650 WEATHERSTRIP • TEMPERED CLASS . 0 TEMPERED SINGLE CYL. GLASS DEAD BOLT LOCK APPROVED : AUG 0 4 1995 EXPIRES : AUG 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS PAIRS 13151S GLAZED DOORS -2h- 46X2" WOOD SCREWS 8 AT EACH END 0650 WEATHERSTRIP -- Z P. T. BUCK J —R'200 OR o300 7—ASTRAGAL EXTENSION FLUSH BOLT Ma sel Perez, P.E. Plans Examiner II Product Control Division TEMPERED GLASS Just-Rite/Douglas Lumber Co, ACCEPTANCE No.: 95 10.2 Models Included: ■•■ 3131 3001 2020 1010 1040 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1010 - 2g - tv3grr .040 AUG 0 4 1995 AuG 0 4 1999 1030 T__ .1 4341 1031 L, Ma el Perez, P.E. Plans Examiner 11 Product Control Division TEST TEST LOAD DESIGN LOAD AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 ( <0.20 CFM/FT) - 0.00 CFM/FT CRL -6158 AIR INFILTRATION @ 6.24 PSF SFBC PA 202 -94 (<0.37 CFM/FT) 0.11 CFM/FT CRL -6158 UNIFORM STATIC AIR PRESSURE @Design Load SFBC PA 202 -94 POSITIVE 75 mph (Non- Egress) +22.5 PSF CRL -6158 +22.5 PSF CRL -6158 UNIFORM STATIC AIR PRESSURE @Design Load SFBC PA 202 -94 NEGATIVE 75 mph (Non- Egress) -27.9 PSF CRL -6158 -27.9 PSF CRL -6158 WATER RESISTANCE (PSF) SFBC PA 202 -94 75 mph (Non- Egress) 3.38 PSF CRL -6158 +22.5 PSF CRL -6158 UNIFORM STATIC AIR PRESSURE @Design Load SFBC PA 202 -94 POSITIVE +48.3 PSF CRL -6158 +48.3 PSF CRL -6158 WATER RESISTANCE (PSF) SFBC PA 202 -94 7.24 PSF CRL -6158 +48.3 PSF CRL -6158 UNIFORM STATIC AIR PRESSURE @Full Test Load SFBC PA 202 -94 POSITIVE +72.4 PSF CRL -6158 +48.3 PSF CRL -6158 UNIFORM STATIC AIR PRESSURE @Full Test Load SFBC PA 202 -94 NEGATIVE -89.9 PSF CRL -6158 -59.9 PSF CRL -6158 FORCED -ENTRY RESISTANCE (FER) SFBC Section 3603.02 and SFBC PA 202 -94 SATISFACTORY CRL -6158 Design Pressure Rating (Positive) +48.3 PSF Design Pressure Rating (Negative) -59.9 PSF Just- Rite/Douglas Lumber Co, ACCEPTANCE No.: 95- 0705.02 RFORMED APPROVED : AUG 0 4 1995 EXPIRES : AUG 0 4 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: This approval was based on testing performed by Florida Lumber and Building Material Dealers Association, Inc. (FLAMDA) and approved by the Product Control Section under approval number 95 -0001. 8.2 Drawing: 8.2.1 Manufacturer's parts and section drawings. 2e- Manuel Perez, . Plans Examiner II Product Control Division UNIT SIZES FOR SINGLE 8 PAIRS OF DOORS A -FRAME (' 8 -LEAF I A - FRAME --{ 8 - EACH LEAF 2!/..://1,1 c o • c o • SIZES MOST USED FOR SINGLE DOORS SIZES MOST USED FOR PAIRS OF' DOORS UNIT SIZE A 8 C 0 GLASS SIZE UNIT SIZE A 8 C 0 GLASS SIZE . 3 -01 5 -8" 37-3/4" 36' 81-1/4" 80" 27'X 66" 6' -0'X 6 -8" 75" 36" 81 -1/4" 80" 27'X' 7 - "X 6' -6' 33 -3/4' 37' 61 -:/4' 80' 23'X 66" 5 - 4"Y. 6' -8" 67' 32" 51 -1/4" CO" 23'X 65' 7 -6'X 6' -6' 31-3/4" 30" 81 -1/4' 80" 21';X 66" 5' -0 "X 6 -8" 63' 30" 61-1/4" 80" 21 "X 66" 7 -0'X 6 -8" 25 -3/4" 24" 81 -1/4" 80' .15 "X 66" 4' -0"X 6' - 51" 24" 81 -1 /4" 80" 15'X 66" 7 -0'X 7 -0" 37 -3/4" 36" 85 -1/4" 84" 27'X 66" 6' -0'X 7 -0" 75" 30' 85 -1/4" 84" 27'X 66" 7 -8"X 7-0" 33 -3/4" 17' 85 -1/4" 84" 23'X 66" 5' -4'X 7-0" 67" 32" 65 -1 /4' 84" 23'X 66' 7 -6"X 7 -0" 31-3/4" 30" 85-1 /4" 81" 21'X 66" 5' -0'X 7' -O' 63" 30" 85-1 /4' 84" 21"X .66" 7 -01 7 -0' 25 -3/4" 24" 85-1 /4" 84" I5 "X 66" 4 - 0'X 7 -0' 51" 24" 85-1 /4' 84" 1 5"X 66' 3 -07 6 -0' 37 -3/1" 36' 97 -1/4" 96' 27'X 80' 6 -0 "X 8' - 75" 36" 97 -1/4" 96' 27'X 80" 7 - 8"X 6 -0' 33 -3/4" 37' 97 -1/4" 96' 23'X 80' 5' -4"X 8' -0' 67' 37' 97 -1 /4" 96" 23'X 80' Z- 67: -0" 31 -3/4" 30' 97 -1/4" 96' 21 "X 80' 5' -0'X 8' -0' 63" 30' 97 -:/4" 96' 21 "X 80' 2'-0'X 8' -0' 25 -3/4" 24" 97 -1/4' 96" 15 "X 80' 4' -0'X 8' -0" 51" 24" 97 -1/4" 96" 15'X 80' Just - Rite/Douglas Lumber Co,, ACCEPTANCE No.: 95- 0705.02 APPROVED : AUG 0 4 1995 EXPIRES : AUG 0 4 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: Not part of this approval. Needs to be submitted under a separate application for review and approval. 10. TYPICAL ELEVATION: 10.1 Size Schedule: -2f- // .. . M. - 1 Perez, P.E. Plans Examiner II Product Control Division Just- Rite/Dougjas Lumber Co, ACCEPTANCE No.: 95- 0705.02 APPROVED : AUG 0 4 1995 EXPIRES AUG 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.3 Sill: 4.1.3.1 Attach wood portion to floor with: #10 x 2 1/2" CP FHWS, one at centerline, one at 12" to each side of centerline and the rest at max. 10" o.c. 4.1.3.2 Attach Aluminum portion to floor with: #10 x 1" CP FHWS, at 2" from corners and max. 10" o.c. #10 x 2 1/2" CP FHWS, one at 4 1/2" from each side of centerline. 4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 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 door system shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". It shall be located in a visible place inside the frame jamb. 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, issued by FLBMDA with the manufacturer's name or logo; city and state. 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 opening to receive door, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.4 The Building Official shall ensure that the door and frame are properly sealed against moisture penetration. 6.5 The installation of this unit will require a hurricane protective system. - 2d - Ma el Perez, P.E. Plans Examiner II Product Control Division METROOADE METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS 1. For multiple window installations, approved mullion drawings and calculations mu filed with Product Control. 2. This Acceptance will qualify smaller units of the same design and as the unit teste 3. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved." 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for ternnination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7. This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. 8. Aluminum windows and sliding doors have been tested in accordance with ANSI /AAMA 101 -93 or for wood window unit by ANSI/NWWDA I.S. 2 -93 and sliding doors ANSWNWWDA'I.S. 3 -88 and swing doors ANSI/NWWDA I.S. 8 -88. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever is Tess. The first fastener shall be located a maximum of 6" from each corner and mullion or stile. Minimum penetration of fastener shall be as tested or 3/4" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report, minimum size of screws shall be No. 8 for first and second floor installation and No. 10 for all other floors above the first and second floors. J1evi..ed 12/16/94 I111.10lltf'A' I1.110:1Y MINN( l l'A('('.SAM Raul Rodriguez Product Control Supervisor METRO -LADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Ocean Shutters Manufacturing, Inc. 4900 -B N.E. 11th Avenue Ft. Lauderdale FL 33334 Acceptance No.:97-0115.02 METROPOLITAN 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 PRODUCT CONTROL DIVISION ( 37 5 -2902 FAX (305) 372 -6339 Your application for Product Approval of: 0.063" Aluminum Storm Panel Shutters 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 Ocean Shutters Manufacturing, Inc. Drawing Number 96 -202, sheets 1 through 4, dated 07 /01/97, signed and sealed by V. J. Knezevich, 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 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. ff this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rod i iguez Product Control Supervisor THIS ES THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires:08 /07/00 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. Approvcd:08 /07/97 Internet mail address: postmaster ©buildingcodeonline.com -t- Director Building Code Compliance Dept. Metropolitan Dade County Homepage: httpJ /www.buildingcodeonllne.com Ocean Shutters Manufacturing, Inc. ACCEPTANCE NO.: 97 - 0115.02 APPROVED : AUG 0 7 1997 EXPIRES : AUG 0 7 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION . 1.1 This approves an 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 -202, sheets 1 through 4 of 4, using 0.063" Aluminum, 5052 -1434 Alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.50 ", forming 2.0" deep ribs. 2.3 _ Components shall be Aluminum Alloy 6063 -T6 as shown on the approved Drawing No. 96 -202. sheet 1 of 4. 2.4 Tested specimen: dimensions: 49.50" wide x 104" long overall (CTC-95-023)(4 specimens)(PA 201 8 PA 203). 49.50" wide x 104" long overall (CTC -95- 023)(6 specimens)(PA 20 49.50" wide x 144" long overall (CTC -95- 023)(1 specimen)(PA 202). 49.50" wide x 144" long overall (CTC -95- 023)(1 specimen)(PA 201). 49.50" wide x 136" long overall (CTC -95- 023)(1 specimen)(PA 201). 49.50" wide x 72" long overall (CTC -95- 023)(1 specimen)(PA 202). 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel length. the mounting details, the anchorage details and the minimum separation from glass to be protected as installed only as shown on Drawing Number 96 -202, sheets 1 through 4 of 4. For Design Load vs. Panel Span, see Table 1 "Storm Panel Schedule" on Drawing No. 96 -202, sheet 3 of 4. For fastener spacing (inches) required for various design loads and spans, see the anchor schedules for attachments to minimum 3000 psi concrete, hollow concrete block, and wood on Drawing No. 96 -202, sheet 4 of 4. 3.2 Minimum separation to existing glass to protect shall be as shown in Table 2 "Min. Separation from Glass Schedule" on Drawing No. 96 -202. sheet 3 of 4. 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Reinforcement: 3.4.1 1" x I" x 16 ga. steel tube shall be used on storm panel shutters less than or equal to 104" long, where separation from glass is less than 2 -5/8" but greater than or equal to 2 -3/8 ". Panels _ shall be fastened at overlaps at midspan to steel tube with 1/4 " -20 x 3 -1/2" bolts w /zamac 3 alloy washered wingnuts or jacknuts spaced at 12" o.c., see typical elevation #1 I on Drawing Number 96 -202, sheet 1 of 4. - 2 - d 4 Helmy A. Makar, P.E.- Product Control Examiner Product Control Division Ocean Shutters Manufacturing, Inc. ACCEPTANCE NO.: APPROVED : AUG 0 7 1997 EXPIRES : AUG 0 7 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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 -202, sheets 1 through 4 of 4 bearing the Dade County Product Control approval stamp. 4.2 Anchorage of the aluminum shutters shall be to concrete, masonry and /or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing Number 96 -202, sheets 1 through 4 of 4. 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 panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Each opening or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent narking instructing owner or tenant to secure panels at lap joints with applicable reinforcing: 1" x 1" x 16 ga. steel tube and bolts with wingnuts or jacknuts, across the whole width of the opening during periods of Hurricane warning. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved Drawings Number 96 -202. sheets 1 through 4 of 4, 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. -2a- 97- 0115.02 Helmy A. lbtakar, P.E.- Product Control Examiner Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST (104" SPAN) SFBC PA 201 -94 w /reinf. bar and bolts SATISFACTORY CTC -95 -023 Max 7.3175" LARGE MISSILE IMPACT TEST (104" SPAN) SFBC PA 201 -94 w/o reinf. bar or bolts SATISFACTORY CTC -95 -023 Max. 675 LARGE MISSILE IMPACT TEST (138" SPAN) SFBC PA 201 -94 w/o reinf. bar or bolts SATISFACTORY CTC -95 -023 Max 3 375" LARGE MISSILE IMPACT TEST (144" SPAN) SFBC PA 201 -94 w/o reinf. bar or bolts SATISFACTORY CTC -95 -023 Max. 2 UNIFORM STATIC AIR PRESSURE (104" span) SFBC PA 202 -94 (positive) w/o reinf. bar or bolts +124.8 PSF CTC -95 -023 +83.2 PSF CTC -95 -023 ^ UNIFORM STATIC AIR PRESSURE (104" span) SFBC PA 202 -94 (negative) w/o reinf. bar or bolts -145.6 PSF CTC -95 -023 -97.0 PSF CTC -95 -023 UNIFORM STATIC AIR PRESSURE (104" span) SFBC PA 202 -94 (negative) w/o reinf. bar or bolts -62.4 PSF CTC -95 -023 -41.6 PSF CTC -95 -023 UNIFORM STATIC A[R PRESSURE (104" span) SFBC PA 202 -94 (negative) w/o reinf. bar or bolts -135.2 PSF CTC -95 -023 -90.1 PSF CTC -95 -023 UNIFORM STATIC A[R PRESSURE (104" span) SFBC PA 202 -94 (negative) w/o reinf. bar or bolts -93.6 PSF CTC -95 -023 -62.4 PSF CTC -95 -023 UNIFORM STATIC A[R PRESSURE (104" span) SFBC PA 202 -94 (negative) w/o reinf. bar or bolts -104.0 PSF CTC -95 -023 -69.3 PSF CTC -95 -023 CYCLIC WIND PRESSURE TEST (104" span) SFBC PA 203 -94 (positive) w /reinf. bar and bolts +71.5 PSF CTC -95 -023 +55.0 PSF CTC -95 -023 CYCLIC WIND PRESSURE TEST (104" span) SFBC PA 203 -94 (positive)w /o reinf. bar and bolts +71.5 PSF CTC -95 -023 +55.0 PSF CTC -95 -023 CYCLIC WIND PRESSURE TEST (104" span) SFBC PA 203 -94 (negative) w /reinf. bar and bolts -80.0 PSF CTC -95 -023 -61.5 I'SF CTC -95 -023 CYCLIC WIND PRESSURE TEST (104" span) SFBC PA 203 -94 (negative)w /o reinf. bar and bolts -97.5 PSF CTC -95 -023 -75.0 PSF CTC -95 -023 Ocean Shutters Manufacturing, Inc. ACCEPTANCE NO.: 97-0115.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: U__11_19_97 : A116 0 7 2000 RESULTS: -2b- Helmy A. Makar, P.E.- Product Control Examiner Product Control Division . Ocean Shutters Manufacturing, Inc. ACCEPTANCE NO.: 97- 0115.02 -2c APPROVED : AUG 0 7 1997 EXPIRES : AUG 0 7 2000 NOTICE OE' ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.063" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 95 -023 dated 07/20/96, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing Number 96 -202, Ocean Shutters Manufacturing, Inc., 0.063" Aluminum Storm Panel, sheets 1 through 4 of 4, prepared by Knezevich & Associates, revision 2. dated 07/01/97 signed and sealed by V. J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report of coils, dated 04/19/96, for Aluminum Alloy 5052 -l-{34 by Century Metals & Supplies, Inc. with chemical composition and physical properties. 8.3.2 Certified Tensile Test Report by QC Metallurgical, Inc. Report No. 6FM -1412 dated 06/04/96, for Aluminum Alloy, signed and sealed by Frank Grate. P.E. 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Analysis, dated 10/30/96, pages 1 through 29, prepared by Knezevich & Associates. Inc., signed and sealed by V. J. Knezevich, P.E. 8.4.2 Anchorage Calculations, dated 05/08/97, pages 1 through 22, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. 8.4.3 Calculations for revised anchor schedule, dated 06/30/97, pages 1 through 12, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 4.1 Helmy A. IVtakar, P.E.- Product Control Examiner Product Control Division Ocean Shutters Manufacturing, Inc. ACCEPTANCE NO.: • 97-0115.01 G 07 1997 A 0 7 2000 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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. 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) lithe 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. 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 wrirten 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 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 bc done in its entirety. A copy of this Acceptance as well as approved drawings and other documents. %% here it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 8. Failure w 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. 1 I . The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame. shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck. which shall bc the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forccd Entry Prevention, Chapter 36 of the South Florida Building Code. Helmy A. tutakar, P.E.- Product Control Examiner Product Control Division END OF THIS ACCEPTANCE - 3 - FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS •NO SPANS REQUIPEO FOR vARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. 2' EDGE DISTANCE 3" EDGE DISTANCE 5• •• MAX. SPAN 8' - 4" MAX. SPAN 11' -4" MAX SPAN S' -3' MAX SPAN 8' -4' MAX. SPAN 11' -4" MAX. SPAN CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 T`!PE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 14 5 HOLLOW CONCRETE BLOCK ErZMIIMEIIITIMS- 1 MIN. EMBEDMENT 48 12 4 7 5 4 10 % 4 i 4 7 A 3 A 3 12 4 8 5 7 12 4 5 3 4 8 A 4 A 8 5 72 92 11. ��% 156 3 3 7 3 5 r % 3. 3 ' : 5 % % 6 % %- ✓ . 12 10 8 6 4 4 8% 5 4 e 3 UM %%% "/ �" A %� 4 55 1. 3 6 � /I Z% � % A i 11 % %% % 6 156 5 Y 3 % %%%% 12 156 9 %%% 6 %4 'E�� 5 6 �IIII/N X 33 20 0 / t��%%; /! 10 7 / %//�, pr. % % %%% 5 .. I .� A✓% %Q'/I / /��//�f. 200 6 / /.i 1/.� ' /� �I/ //.r I 'MI 10 %./�//, II( 1 /4 4/ 7 /e- L 1/4-10 13/, �, 48 12 5 8 5 8 12 / 5 3 5 72 / // / � 8 12 3 8 5 48 12 12 12 12 12 12 5 9 7 2 12 3 6 4 5 9 92 4% 12 10 3 go" 7 / / 12 12 12 12 %/� 12 4 9 5 6 1 1 B 6 5 3 4 12 %// 11 A 12 RAWL CALK -IN EMBEDMENT SIDEWALK BOL 92 11 6 5 3 4 7 %� 6 z % %% 10 % 3 6 12 3 �i %����,F/ % %iia" 8 4 / /N 5 /N 9% //. 5 A AV 3 3% :Mr I F 12 % Z, / 15 6 6 V /// 4 3 ii%% Aviv'''. / 156 12 4 7 7 6 %��%%%%%%%%%% 200 ������� / .. / / ► • �� 12 %/ /��� / P � ��GIC / n � r�t �� �� IR ? ;(h f �� 1/4'• ELCO FE -,.,,,,,ATE 1 /4. 0 v/ l_1 /4- NIN EMBED. L 1/4 -20 SIDEWALK BOLT 48 12 6 9 6 9 12 % 6 4 6 11 % 4 3 4 12 6 11 7 9 12 % 6 4 6 12 % 5 3 4 72 12 3 7 5 6 10 F / �© 4 7 48 E% 6 % 12 3 8 5 6 10 % 5 3 4 8 % � 12 12 3 92 12 3 6 4 5 8% 4 3 4 % 12 8 3 %i 5 3 / 0. % %%12 72 12 3 7 4 5 8% • � 4 % 3 %%% • 12 3 156 7 I / 5 3 / r // // / / /� / / / / / / / / /y / gvAu g 3 I mo / 4 5 8 // �� �% % / / % / / %%/ ; ; /�/'/� 200 5 V /�J %% E I V V / 8 / , NN//N/V/. �� /����/ / /A7A %%% / / r V 3 AVA / AM' ' /' /� , QR111 T.?, 48 12 6 9 n0 12 % 6 4 6 11 % 4 3 4 12 6 11 7 9 12 6 6 4 6 12 % 5 3 4 72 12 3 7 5 6 10 6 3 4 3 4 7 3 % 12 3 8 5 6 10 % 5 3 4 8% 3 12 3 f, - e L C M AIC - PANEL /4 MA C T E - O V/ 1 - /4 MIN B FOMENT 92 12 3 6 4 5 8 V / 4 I 4# .7 3 / /// I 12 3 7 4 5 8 % a /�/ 3 V // ;ago % // 1 56 7 I % 5 3 Va/ //I I ii% /I l l 5 I III I % /% I I. 4 . 4 2D0 S I �r /����/ %/ %/III % VAEreA /� N /�// FASTER_ :PACING CINCHES/ ANCHOR SCHEDULE DESIGN LOADS AI90 SPANS LOAOS . SPANS RC01ARE0 FOR VARIOUS DESIGN 3ani)nais DNIISIX3 ANCHOR TYPE LOAD (W) PSF MAX. 2' EDGE DISTANCE 3' EDGE DISTANCE 5• - MAX. SPAN 8• - 4 - MAX. SPAN 11• -4 MAX. SPAN 5 -3' MAX. SPAN dti' MAX SPAN 11•-4 - MAX. SPAN CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 2 TYPE 3 4 5 MIN. 3,000 PSI CONCRETE : 1111111111111111111111111111V111I11- ,/4 - • ITV raRcoN W/ 1_1/4 MIN. EMBEDMENT 48 12 7 12 8 12 12 3 # 8 6 5 4 7 5 12 % / 5 f 3 6 12 12 8 5 12 11 9 7 12 9 12 12 5 9 7 6 4 8 5 156 12 72 12 4 9 6 6 12 92 12 3 8 5 6 10 200 5 3 3 Fel, '- 1 _3/4 - 5334 . 48 / 12 1. 10 6 7 11 a 6 4 4 ,,,0,04 , 0// 1111111111111111111111111111► 4000 LAG v/ MIN. THREAD OM MOI 000 G OICUL AR 4 000 GRAIN �� 12 156 9 10 6 4 5 6 8 P / /! 10 7 9 10 pr. 3 4 5 .. I .� A✓% 4011144 j%% � /� 'j 200 6 / /.i 5 ' /� �I/ //.r /./ /AA 10 �M��/.��� � / / / // /may r /�/ /�� i- /� / /�/ 7 AiY / //V / /�/w///N% ��% 1 1111 ,,, 72 / // / 12 8 12 3 8 5 48 12 12 12 12 12 12 5 9 8 12 3 • 444 6 5 92 12 12 12 10 12 12 12 12 12 12 12 12 7 5 12 11 11 8 12 10 12 12 4 3 10 8 B 6 11 7 lnnyp RR� 72 VVVV 1/4 RA VL CALK - IN 4/ 7 /e EMBEDMENT L 1 /4 -20 SIDEWALK BOLT (3/4 - . MEAD, 12 8 11 11 12 12 4 7 6 8 F 9 2 12 6 10 9 10 12 3 6 5 6 A%/ / A%/ 12 7 12 11 12 12 4 9 7 8 V /// " / 156 12 4 7 7 6 /347330":"1071,7„ 12 %i�� / %% / I P 200 10 '�/i/ / ,, / / /� ��' / / ' / / RYiViF/M / /�� // . dr. ,/r / .W , / / / // F / F / 1 i ��y ' /4 ELCO FEMALE MIN EMBEOE L I/4 510E V ALK 904 r 48 12 6 9 6 9 12 7 6 1. 6 11 % % 4 3 3 %% 4 12 12 6 3 11 8 7 5 9 6 12 10 Y a 6 5 4 3 6 4 12 8 j' � %% 5 3 / 0. p 4 4 3 72 12 3 7 5 6 10 %f4 / 3 4 7 92 12 3 6 4 5 8 % / F 4 �/ ���� /// %12 3 7 4 5 8 � % % 156 7 / jil//'�% /�/'/� /�J / � %% 8 it /.! NN//N/V/. �� /����/ / /A7A %%% / / r 5 3 % 7 I // 3 AVA 200 $ ��� /� � / / /]� /I���%%% % 5 ��% /•/ /�%� / ��i%%%% 6 4 6 12 5 3 4 6% �� % �� *#�/✓ #4%4' 4' 48 12 6 9 6 9 12 7 6 4 3 6 4 11 7 MI 3 3 4 j% 12 12 6 3 11 8 7 5 9 6 12 10 % % 72 12 3 7 5 6 10 4 - n 1 /4 ELCO , - PANELMA /E W/ 1-1,.. MIN. EMBEDMENT 92 12 3 6 4 5 8 j� /� j % / 12 3 7 /+ r� � 'II I��I�II ,// 4 /f 5 8 ,4S. I N /�%/.///'/ 156 7 An / �' �/ • /�I %� ;ago % // B 200 5 Vr eI l l 5 FASTENER ANCHOR SCHEDULE DESIGN LOADS AI90 SPANS SPACING (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAO (14) PSF MAX. 3/4' EOGC DISTANCE 5' -3' MAX. SPAN 0' -4 MAX. SPAN 11'-4 - MAX. SPAN CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 000M Ll - � V 1 -7/4 SHEAR5 10 1_3/3 5.44 4 8 12 12 12 12 12 12 5 6 6 12 12 3 6 6 9 I v000 LAG v/ 5334 EN ( L LEI. A wool:, GRAIN 7 2 12 7 10 10 12 12 4 6 6 8 12 1. 5 6 92 12 6 8 9 10 12 3 5 5 6 4i,/ 156 12 4 6 7 6 4 % % %rif`� �� %/ ` // /. /� /% � "era %%% / % F / ,// � � 200 10 3 4 '1- /'••• 1 1 Chef 5 AR 10 1 _3/4 - 5334 . 48 12 12 10 12 12 5 6 8 12 1111111111111111111111111111► 4000 LAG v/ MIN. THREAD OM MOI 000 G OICUL AR 4 000 GRAIN 7 2 12 7 8 10 12 4 5 6 8 P 92 12 6 7 9 10 pr. 3 4 5 .. I .� 6 / �%%%% / 4011144 � /� 'j 156 12 4 5 7 6 200 10 � / / / // /may r /�/ /�� i- /� / /�/ fa 7 e ddE// F iI / / / 6SHIN B L'SMIN / MACHINE 1 1111 ,,, 72 12 7 12 8 12 3 8 5 72 12 4 10 6 7 7 12 / 6 4 4 `` 444 G BRASS 9 V/ 54 MIS SCREW MIN 92 12 3 8 5 6 10 5 3 3 4;/ 156 9 %///✓� / %%% ♦ / ,/ 200 6 /� I�� /A/V��/ //'i/�� //.�� / / /j%% F 07/07/97 10:14 EHOEO.! Two -2" • 5 . 1/8" 6063 -16 ALUM ANGLE - - -- 'c - -- -- - • 2" =2 =1/8 STUDDED ANGLE (MAX. DESIGN LOAD : 72 PSF) 1/4 -20 MACHINE SCREW STUO W/ WING NUT 6 O.C. TO PANEL ANGLE CONNECTION STUDOEO STORM PANEL 1/L - 20 MACHINE SCREW STUD w/ NUT 6 O.C. ANGLE TO ANGLE CONNECTION THREE -1/4"0 RAw4 CALK -IN el 4 O.C. w/ 7/8- MIN. ( IN CONC. W/ 1/4 -20 MACHINE SCREW ALT. ASSEMBLY MOUNT - SCALE 3 • 1' -0" ANE7•dt 9 1C9. l SPARS L LOADS SHOWN NM ARE PON ANCNOII SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECTK loA05 MUST BC LIMITED TO TF•OSE SHOWN M TABLE 1. SM((T 3. 2. 04T(R TABLE BASED ON THE OOSTINO STRUCTURE MATERIAL ANCHOR TYPE AND EDGE OESTANCL 3. C1900SE DESIGN LOAD GREATER THAN OR EQUAL TO N(BATIVE 0(1. 4 LOAD ON BULINO O *Ho (MOOS( SPAN GREATER THAN OR EQUAL TO 565133(0 SPAN. CIN IM 4. R(PCRCNC( SI/AO PROM APROPRIATC CONNECTION TYPE SEE CONNECTION 0ETAUS FOR DENTrKATIOH OF CONNECTION S. MINIMUM CMBCOMCNT AN0 EDGE DISTANCE EXCLUDES WALL FNISM OR STUCCO 6 WMCR( LAO SCREWS FASTEN TO NARROW PACE OP STUD FRAMING. FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2" • 4" (MOO 4000 STUD. 4000 SMALL BE "SOUTHERN PIN( O . 0.55 OR 0(37E0 DENSITY. 7. ANCHORS SMALL BC PAST ALL(O N ACCORDANCE 41TM WITH MANUFACTURERS RECOMMENDATIONS 4/ Mao. (MBEOM(NT INOKA TED ABOVE. 0 i O(SIONA TES ANCHOR CONDITIONS WwCM ARE NOT ACCEPTABLE USES. 9. EXISTNG STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR 4000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. N REQUIRED FOR DIRECT MOUNT 6 - OR 12 SPACING ONLY. SPACINGS NOT TO EXCEED VALUE 098(19,EO N ANCHOR SCHEDULE. 13 -- l/4 - .70 STUD ANGLE ASSEMBLY N. S 3/6"41 HOLE FOR FASTENING PANEL 2" • 2 ALUM. 03410 ANGLE PUNCH MOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR FASTENING ISOMETRIC O N.T.S. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT T 1 9 a BY PRODUCT CON l DIV!3 OY BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.� (' - Q115. z FL Lic•a1• .PE 001098 • � I F I F 1 11 !LIZ �,aolo IV�v Ila!'ID ;010 II o!4I� M N I • ~' P I , I • " V.1 KNEZEVICH PROFESSIONAL ER ) I F •R• i � 3 o •/ 6 rar•..n 69 l GG •TEO_ VJK iM by rel.c• JK ar•-Ing no. I 96 -202 .n..I .063 ALUMINUM S TORM PANEL MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSFI ACTUAL SMUT TER SPAN (L) (FT - IN) COLUMN 1 ) COLUMN 2 j COLUMN 3 MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) I , MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE INCHES) WITH BAR PER NOT N8 8. ELEVATION 1 1 I NO BAR / NO BOL S PER NO BAR. / NO BOL S ELEVATION 12 PER ELEVATION 30.0 5- 3 2 -3/8 2 -5/8 1 1 -1 /2 8- 8 2 -3/8 2 -5/9 ! 2 -1/8 11 - 4 NA 3 -3/8 I 3 -3/8 40.0 5- 3 2 -3/8 2 -5/8 1 -1 /2 8- 8 2 -3/8 2 -5/8 2 -1/4 10 - 7 NA 3 -3/8 3 -1 50 0 5- 3 2 -3/8 2 -5/8 1 -5/8 8- 8 2 -3/8 2 -5/8 2 -3/8 10 - 0 NA 3 -3/8 3 -3/8 60.0 5- 3 2 -3/8 2 -5/8 1 -5/8 8- 8 2 -3/8 2 -5/8 2 -5/8 9 - 7 NA 3 -3/8 3 -t /4 70.0 5 - 3 2 - 3/8 2 j 1 - 5/8 8 - 8 2 - 3/8 2 i 2 - 5/8 _ 9 3 NA 3 -3/8 1 3 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (P SF) FOR ALL MOUNTING CONDITIONS L max. (FT-IN) 30.0 11 - 4 40.0 10 - 8 50.0 10 - 1 60.0 9 - 3 70.0 9 - 1 75.0 7 - 7 80.0 7 - 1 90.0 6 - 4 100. 5 - 8 110. 0 5 - 2 1 20.0 4 - 9 1 30.0 4 - 4 140.0 4 - 0 150. 3 - 9 160.0 3 - 6 170. 0 3 - 4 180.0 3 - 2 190. 0 3 - 0 200.0 2 - 10 210.0 2 - 8 220.0 2 - 7 230.0 2 - 5 GLASS OR DOOR 0 r 4 B L E J EMBED 07/07/97 10:13 SEE MIN. SCPARATIUN PROM GLASS SCMCO. ©CONT. 1 /4.. ■ 3 /4. TEK SCRCW 0 12 O.C. (TYP TOP & BOTTOM) ©CONT. (TYP. TOP L BOTTOM i SCALE : 3" = r - 0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 0 1/4 -20 MACHINE SCR EW STUB L WINGNUT 12" O.C. . SIDE CLOSURE REEVO. (SEE PLAN VIEW) NOTES: - THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. - HEADERS 2QLQ3 CANNOT BE USED IN COMBINATION WITH THIS DETAIL. ALT. BUILD -OUT MOUNT SECTION T 5 L c 2 O W � � L. ` SEE INN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR EMBED. 1/4 -20 MACHINE BOLT L WINGNUT Lm 12 O.C. SCALE 3" - 1' -0' NA DESIGNATES NOT APPLICABLE. DO NOT USE. EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING (SCE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTUREI FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE S' CONT. NOTF. THIS DETAIL MAY BE USEO AT TOP OR BOTTOM OF PANELS. WALL MOUNT DETAIL u I N SEE MIN. SEPARATION FROM GLASS SCHEDULE EMBED. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING THREE I /4 -o W00 LAO I -V2- f 1 -1/2' { (SEE ANCHOR SCHEDULE BASED SCRLWS W/ 2 -va HK ON TYPE OF STRUCTURE) EMBED. 0 24'04. MAX_ l I I 10 FA STENCR. SEE ANCHOR SCHCOULE. REFERENCE CONNECTION 'TYPE S' O 7 O 0 R 1/4_20 MACHINE BOLT L WINGNUT Lm 12 O.C. -- O ALT. BUILD -OUT I MOUNT SECTION SCALE 3" = I' -0"' H r CONT. 4' ..250" / ALUM. PLATE OVER W000 MEMBERS / O3 SEE Mw. SEPARATION FROM GLASS SCHEDULE SOFFIT CONNECTION DETAIL SCALE FASTENER. SEE ANCHOR SCHEDULE REFERENCE EXISTING CONCRETE. HOLLOW CONNECTION "TYPE 5 BLOCK OR W000 FRAMING (SEE ANCHOR SCMEOULE BASED EMBED ON TYPE OF STRUCTURE) SEE MIN. SEPARATION FROM GLASS SCHEDULE 0 (MA x. OE51GN LOAD • 72 PSFI r SCALE 3" = 1' -0" O )4OTE. CONTRACTOR TO REINFORCE STUCCO ANO PROVIDE FOR EXPANSION ANO CONTRACTION ABOVE 1. BELOW "F" TRACK DAT BY PRODUCT CO •14 5MS BETWEEN TRUSSES go 12" O.C. - 1/4 -20 MACHINE BOLT . L WINGNUT @ 12' 0 C WIRE LA rN MAY BE ' USED AS TYPICAL REINFORCEMENT ) ALT. WALL MOUNT DETAIL APPROVED AS COMPLYING WITH SOUTH FLORIDA BUILDING CODE W000 ROOF TRUSS OR FRAHIN0 MENDER SHALL BE PERPENDICULAR TO PANEL STUCCO FINISH OR PLYW000 SOFFIT THE • 1 .91 or DIV'S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. r' I JI I S• O . 1/4" MAX. E .. J ;i Q it ;i 0 2 1- > 0: 1 I (2;_I - IMIMINIONIII VIM) - V.J. KNEZEVICH .1 PROFESSIONAL EER FLN I FE L)c 0010983 • • 6 Or•vn by TEO 00 eulOn ` o cn•cw•6 n>j V JK a•-• Inc; P. 1 96 -202 •n••r 1 of 0 0 0 SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR GLASS OR 000R SEE MIN SEPARATION FROM GLASS SCHEDULE cp. c0. (TYP.) 07 07/97 10:11 Exr 1 CONCRETE. NOL BLOCK, OR W000 ISEE ANCHOR SCHEOULC BASED ON TYP( Of STRUCTURE) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNCCTION'TYPE 2' 0 O FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE Y 0 Y ANGLE TO WALL OETAIL 00 W � ANGLE TO WALL DETAIL (TYP.1 ©CO EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE B ASEO ON TYPE OF STRUCTURE) O A WALL MOUNT SECTION SCALE 3" = W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 2 CONT. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE Y w000 FRAMING PANEL TO ANGLE DETAIL O WALL MOUNT SECTION D SCALE : 3" . r -0 PANEL TO ANGLE DETAIL 1/4' MAX. 1 /L -20 MACHINE SCREW STUO & WINGNUT (l 12 O.C. 1 /l" MAX. 1/1. -20 MACHINE SCREW STUD 1 WINGNUT (m 12" 0.C. GLASS OR 000R EXISTING CONCRETE. HOLLOW BLOCK, OR w000 FRAMING ISEE ANCHOR SCNEOULE BASED ON TYPO OF STRUCTURE) EMBED. (TYP ) SEE MIN SEPARATION FRON GLASS SCHEDULE EDGE GIST. GLASS OR DOOR ©C ONT. - FASTENER. SEE ANCHOR f SCHEDULE REFERENCE CONNECTION - TYPE ) - -J SEE MIN. SEPARATION FROM GLASS SCHEDULE—, FASTENER, SEE ANCH SCMCO(JLL RCFERENC CONHCCTION'TYPE 3. 2 . T. 1 " 10 00 CON t au_ OE TAIL MAY Be US AT TOP OR BOTTOM OF PANELS. UCONT t /L'm • t -3 /t- S.S LAG 12"oC W/ 1-1/2 - PENETRATION INTO W000 2 - i /L"O Y 4 -1/2" S.S. LAG SCREW 2t" O.C. MAX. ■ W/ 1 -3 /L' PENETRATION \ I N CENTER OF STUDS O E WALL MOUNT SECTION (BOTTOM) SCALE : 3 - v -0" 1/6 MAX. 7 r 1 0 o' Z z. J J Z 4 Z a < n L XI o 1/4-20 MACHINE SCREW Z I STUD L WINGNUT O 12' O.C. I W I N I EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) O B CEILING /INSIDE MOUNT SECTION SCALE 3" • 1'_0" EMBED EXSTHG CONCRETE. (TYP) HOLLOW BLOCK. OR wOW FRAMNG ISEE ANCHOR SCHEDULE BASED OH TYPE OF STRUCTLRE1 < 2. Q 0 SEE MIN SEPARATION FROM GLASS SCHEDULE GLASS OR 0000 EMBED EXISTING CONCRETE. (TYP.) HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTUREI GLASS OR 0000 0 0 EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) WALL MOUNT SECTION (DIRECT MOUNT) SCALE 3 . GLASS SCHEDULE 0 N 0 / ,.— FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 1' (USE ANCHORS FOR DIRECT MOUNT ONLY (B 6" 0 C OR 12 0.0 C. BUT 00 NOT EXCEED SCHEDULE SPACING) EXIST NG CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) © CONT. (TYP, TOP t BOTTOM) FASTENER. SEE ANCHOR SCMEOULE. REFERENCE CONNECTION - TYPE A 1/4-20 MACHINE SCREW STUD L WINGNUT (A 12- 0 C. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4" - SIDE CLOSURE REQ'O. (SEE PLAN VIEW) IJ z 0 I W O v Z : JI J Z Z < • & at z X Q 0 < t N . I W SCALE 3" - 1 /4 • 3 /1.. TEK SCREWS ea 12 O.C. STAGGERED (TYP TOP L BOT TOMI MAX. BUILD -OUT MOUNT SECTION APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 19 CO tir OL DIV'S :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.T I 15 0 Z- y C3 Z N Sg O a V) a (/1 M ▪ g • Z 3 y Y U_= N W= Z ° u ]C N N z u1 _: j O - v 4i • '001 I 1 ▪ 4719194I I I , C � 1 ;'N I `Ie I I R I^ 1 I =I « I 1 V.J. KNEZEVICH PROFESSIONAL E .. ER FL Llc•n PE 001. ' 83 c••lgn by V A< r . N . near Z of 4 craving no. 96 -202 0 '6 dr•wn by OG ce.ch. 1 Pr VJK 1 /t. MAX. 0 0 07/07/97 10:10 SCALE 3" = 1' -0 SCALE • 3•' - 1' -0•• .093 TYP. 1/4 -20 r 3/4 MACHINE SCREW STUO PUNCHED INTO ANGLE ISEE DETAILS �"• FOR SPACING) 2.00' STUDDED ANGLE v W O Z la 0 Z eL Z > 0 N EXISTING STRUCTURE FULL PANEL 6 (O WIDTH UNLIMITED — (PERP TO PANEL SPAN) SECTION ONSIDE FASTENER go 12 - O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. L (113 6 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. F JCT MARKING PROOUCT MARKING LOCATION � (TYP) .090" (TYPI ALT. LEG DIRECTION 1 ✓' dl (OPTIONAL LOCATION) 0.06) 1O STORM PANEL SCALE 3•• - 1 - 0 - .186 .6 � .090 - (TYP) r-- 2.00 O "E" TRACK SCALE - 3" = 1• -0•• .29o "F" TRACK 648 SCALE 3" = 1• - 0" + PLAN VIEW > P 9 BOTTOM MOUNT 2 L OR DIRECT MOUNT TYPICAL ELEVATION OVERLAP FASTENERS ANO STEEL TUBE REQUIRED W/ STUDS @ 12' TOP & /OR BOTTOM OR DIRECT MOUNTS W/ ANCHORS (A 6 OR 12•' 0.C. TOP & BOTTOM. (OUTSIDE) (INSIOEI OVERLAP FASTENERS • TYP. (SEE NOTE e L 9) ALUM. ANGLE CLOSURE PIECE: 1 • 2 ..055 M(N. TO 2 • S ..055" MAX. EXISTING STRUCTURE TOP MOUNT OR DIRECT MOUNT r TUBE L FASTENERS' (SEE PLAN VIEW L NOTE e1 1 HORIZONTAL LEG OPTIONAL HALF PANEL L EXISTING STRUCTURE PLAN VIEW 6.00 COVERAGE - ALT. "F" TRACK SCALE 3'• = I' -0'• 1/4 MAX. SCALE: 1 - 1/2•• - 1• - 0•' 095Lt 250 lee ! 0 090 (TYPI SCALE ZAMAC 4 6 - i—i a. �n l o l" 8� WINGNUT HALF SIZE 3 ALLOY WIDTH UNLIMITED (OUTSIDE) =7,.290 290'!.6 )PERP. TO PANEL SP_NI SECTIONIr• "h" HEADER ) SCALE 3 - 1• -0" (INSIDE( (- : 1 . 16 GA STEEL TUBE TYP. (OPTIONAL) ISEE NOTE 6 L 9 TYPICAL ELEVATION ITTP). TYPICAL ELEVATION R .250" 0 0 O STEEL TUBE SCALE 3 = 1 - 0 - 3.00 l- b: 21 - TOP MOUNT OR DIRECT MOUNT 11 d P II o BOTTOM MOUNT t _. 12' L OR DIRECT MOUNT (TYP) NO OVERLAP FASTENERS OR STEEL TUBE. STUDS @ 12" 0 C. TOP 8/OR BO'. T0M OR OIREC MOUNTS W/ ANCHORS (m 6 OR 12" O.C. TOP & BOTTOM AS INOIC IN ANCHOR SCHEDULE (OUTSIDE) ` Ol 1.00 - • o f 16 GA 0 c ALUM. TUBE SCALE 3 • 1' -0'• ALUM. ANGLE CLOSURE PIECE 1 a 2 .I . 125 - MIN. TO 2 . 5 . 1 25 - MAX EXISTING STRUCTURE -\ UN510E) OVERT AP �S / FASTENER CB 12" O.C. POR OESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. L CO 6 O.C. FOR DESIGN LOAOS GREATER THAN 110 P.S.F .125'• "U" HEADER SCALE 3•' - 1• -0- S 6 R .250 GFNFRAt N0T•S: 0 0 r 0 .125 TYP. OCEAN SHUTTERS MFG INC. FT. LAUDERDALE. FL OADE COUNTY PRODUCT CONTROL APPROVED 500 ANGLE SCALE : 3•' - 1• -0•• • 1 TM'S STORM PANEL SYSTEn IS DESIGNED IN ACCOROANCE WITH THE SOUTH FLORID• BUILDING COOS. 1994 EDITION. 2 POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PEPFOPINED 408 SPECIFIC (065 IN ACCORDANCE WITH ASCE 7-88 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES - . TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3 STORM PANELS SHALL BE 5052 -H34 ALUMINUM ALLOY 0.063" THICK, WITH A MIN. Fr (BEFORE ROLLINGI OF 26 KSI. EXTRUSIONS SHOWN SHALL BE 6063 -T6. ALUMINUM ALLOY. U 0 N. 4 PROOUCT MARKINGS SHALL BE WITHIN 12 OF ONE ENO OF THE PANEL WITH • MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 451. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENT A (ION OF MATERIALS USED IN PROOUCT TESTING. TOP 1. BOTTOM OETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE PANELS MAY Be )flOUNTE0 HORIZONTALLY /HERE APPLICABLE STEEL TUBE SHALL BE USED ON PANELS LESS THAN OR EOuAL TO 104 /HERE SEPARATION FROM GLASS IS LESS THAN 2 -5 /8" BUT GREATER THAN OR EQUAL TO 2 -3/8'. PANELS SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO S TEEL TUBE Q WITH 1 /L -20 . 3 -7/2 BOLTS W/ ZAMAC 3 ALLOY WASHERED WINGNUTS OR IACKNUTS (SEE TYPICAL ELEVATION 87. SEE'•MINIMUM SEPARATION FROM GLASS SCHEDULE - COLUMN 1 9 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC ANO UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH 040E COUNTY PROTOCOLS PA 201,202. ANO 203 DESIGN 15 BASED ON CONSTRUCTION TESTING CORPORATION TEST REPORT 95 -023 10 A' '.. ■,'E WARNING . 40'E PER OPENING SNALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT "THE STORM PANELS /ILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS OR TUBES W/ BOLTS ARE PROPERLY INSTALLED. WHEN REQUIRED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILD!ti;, CODE DAT US -7 19 BY I A P�Japi PRODUCT CO ' ROL DIVISION BUILDING CODE COMPLIANCE OFFICE = .CCEPT.ANCE NO - ! J. O2 %WE D resign by VJK 1 rrsv(ng no. 96 -202 T V.J. KNEZEVICH PROFESSIONAL ENGINEER FL LIceps• PE 00 •99 7 . 11 . ►. • f rr •vn by GO (h•(►ar by v JK