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1140 NE 91 Terr (6)Owner/Lessee / Tenant 1&/, LU Let INALS !l Master Permit # 4 / a. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 26 Oct / 9YJob Address / /`/o N, e r 9/ T6K14CC Tax Folio / / - 3 20 5 _ U0 1 ocf 3 0 Legal Description wAtG4SL►x& LO'r' 18 ' C lz OF LOT 17 Historically Designated: Yes No f Owner's Address jig o J J e 7 Zg. , I`1 /4 h t S 1/ 4LGS f c, 3 313 `8Phone (3O) 7.57 -C 7 C3 Contracting Co. SEP} V I b VU r Nnus l a r GS hU C. Address 3790 mu i(cTL sr /pit , FL 33147_ Qualifier r'Yl (71k) C, \C State # e �� C 01:5 Municipal # Competency # Ins. Co. Architect/Engineer h/9-/-i. v / L. Al As De_ . Address ( T <011/51— Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 1A J5tAtL NWW1 cgti6 ,/J ue'c -s OA) 1?-611g W1ArvetvS' f ,UOURS Square Ft. t Estimated Cost (value) 1/ WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Zg oat 199? ignature of owner and/or Condo President Date RSV ek l.+ceo l r s . , tvH Lo -q 3 2 .- /7- Z -L? e---L1-c-J if 2 Notary as to Owner and/or Condo President Date My Commissigires: LEE C. PICKER COMMISSION # CC774604 EXPIRES SEP 13, 2002 44 0F �� ADVANTAGE NOTARY FEES: PERMIT ?Q RADON ss# Phone (30S) 433 - 9 c SO Signature of Contractor or Owner- Builder N otary as to Contractor or Owner - Builder My Commission Expires: 4 C.C.F. /-2e7 NOTARY d A p .al P Date LEE C. PICKER e�COMMISSION 0 CC774604 EXPIRES SEP 13, 2002 , BONDED THROUGH ADVANTAGE NOTARY BOND «- 2 .9F__ Date 20 TOTAL DUE APPROVED: Zoning Building Mechanical Plumbing Engineering ( Electrical CUSTOMER # ADDRESS* MEAN RCOF /NV / (to pc p 215 BUILDING WIDTH: ff) LENGTH. WINDOW HEIGHT ABOVE GRADE. CUSTOMER NAME. o PEAK ROOF HEGHT • PRODUCT: 7 CD 1 I I 1 I 1 . 1 1 1 1 i 1 I 1 1 1 I 1 1 1 1 11 1 1 i ii 1 I 1 I I I 1 I , k (-ke■. I 1 I I 1 1 i \it'r'a'l 11 1 1 I 11 11 1111 i i I I I I 1.:Aca x 9 1 1 1 . . . • t: : itli 1 • CUSTOMER # ADDRESS* MEAN RCOF /NV / (to pc p 215 BUILDING WIDTH: ff) LENGTH. WINDOW HEIGHT ABOVE GRADE. CUSTOMER NAME. o PEAK ROOF HEGHT • PRODUCT: 7 CD • Date: Dear : J(LD (/L•'(i O ('-- Ftc —L D A-D i cc:t) ti This le ter authcr'zes To use cur C €3 Aluminum Cznswcrd/dadec :urn STORM P ANMS • FOLD- A -GA.RD • STRUCTURAL MEZZAiNZT S • PALLET RACSS c a; Jc c r. We are the Dade Ccunty Nciice of Acceptance Hclder fcr the CC3 Aiumir.un Stcrn F_rels under number G6- CCi.O2. S ` � i ' V i / 4 0 Stcrm Far,e!s tc be used at the fcllc'lnc jcc: 1. O AJ 6 q l 1750 ►` .W 46" - Miami Florida 33142 - _USA,. Tel. 4 305 - 839995 - Fax 305 -63 -2727 Website: wwwsteeltech2000.com E- mail: sales @steeitech2000.com -• Toll Fr e: 1- 333- 39- ST0111V1 (74579) MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Steel Tech Industries, Inc. 3750-A NW 46 Street Miami FL 33142 The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 100.02 (Revises No.: 98- 0303.01) Expires:03 /26/2001 Approved: 12 /31/1998 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Internet mail address: postmaster !@huildin:codeonline.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 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 Your application for Product Approval of: PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 0.063" Aluminum Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building. Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. uintana, R.A. rancisco Director 1 of 3 Miami -Dade County Building Code Compliance Office Homeoae: htto : / /www.buildinocodeonline.com SteelTech Industries. Inc. ACCEPTANCE No. : 98-1005.02 APPROVED DEC 3 1 1998 EXPIRES March 26. 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises the Notice of Acceptance No. 98- 0303.01 which was issued on March 26, 1998. It approves an aluminum storm panel, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The aluminum storm panel and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -173, titled ".063" Aluminum Storm Panel," prepared by Knezevich & Associates, Inc., dated July 21, 1998, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referre,i to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This hurricane protection system must be installed in strict compliance with the approved drawings. 3. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1- Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A.. akar, P.E. - Product Control Examiner Product Control Division 2 of3 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. SteelTech Industries. Inc. ACCEPTANCE No.: 98- 1005.02 APPROVED : DEC 3 1 1998 EXPIRES March 26. 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE NP 4 - ,pit 4/"---- Helmy A. Ma •ar, P.E. - Product Control Examiner Product Control Division 3 of 3 MEAN ROOF HEIGHT (h) NON COASTAL ZONES COASTAL ZONES EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) >60' -70' 116.5 86.8 57.2 153.1 114.1 75.1 >70' -80' 127.2 90.3 59.5 156.8 116.9 77.0 >80' -90' 125.8 9J.8 61.8 160.6 119.7 78.8 >90' -100' 129.6 96.6 63.6 164.4 122.5 80.7 >1 00'-120' 136.2 101.5 66.9 170.0 126.7 83.4 >120'-140' 142.8 106.5 70.1 775.6 130.9 86.2 >140'-160' 148.4 110.6 72.9 180.3 134.3 88.5 >160'-180' 153.1 114.1 75.7 185.0 737.9 90.8 >180'-200' 157.8 117.6 77.5 188.0 140.7 92.7 >200' -250' 168.1 125.3 82.5 197.2 147.0 96.8 >250' -300' 176.6 131.6 86.7 204.7 152.6 100.5 >300' -350' 185.0 137.9 90.8 211.3 157.5 103.7 >350' -400' 192.5 143.5 94.5 216.9 761.3 106.7 >400' -450' 199.8 148.9 98.1 221.6 165.2 108.8 >450' -500' 204.7 152.6 100.5 226.J 168.7 111.1 MEAN HEIGHT (h) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 10 F72.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA ■ 20 FT2.) COASTAL & NON (TRIBUTARY AREA END ZONE (ZONE 5) COASTAL ZONES - JO F72.) INTERIOR ZONE (ZONE 4) COASTAL & NON COASTAL 301155 (TRIBUTARY AREA ■ 40 172.) COASTAL k NON COASTAL ZONES ( 1RIBUTARY AREA - 50 F72.) END ZONE (2011£ 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 43.9 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 67.0 532 64.5 52.1 62.0 51.0 59.4 49.9 >25' -30' 75.J 58.6 70.7 56.1 68.0 54.9 65.3 53.8 62.6 52.6 >30' -40' 81.5 63.4 76.4 60.7 73.5 59.4 70.6 58.1 67.7 56.9 >40' -50" 86.8 67.5 81.5 64.7 78.4 63.3 75.3 62.0 72.2 60.6 >50' -60' 91.4 71.1 85.8 68.1 825 66.7 79.3 65.3 75.0 63.8 IL ECO .N4:. � 77WT =MG & D4001117M0 COMPANY IL! /.w. M, 5... It?, MOO CO . HOMY 55/4f Ni-.: (305)71 -15.70 . is : (325)471 -t53IZ A'KIER A MLR Jr.. P. E. FLORIDA Lic. 1 44167 ASCE 7 -88 /WIND LOAD SCHEDULES M1 i 7 e[/1W COON( Y11 7/21/17 F. ft YR AS SNOW SCALE 5/17/95 arc t AW:NG No SPIRT 1 Q 1 DETERMINATION OF POSITIVE PRESSURES BASED ON NEGATIVES SHOWN ON CHART (o) FOR BUILDING WITH MEAN ROOF HEIGHT EOUAL 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 POSITIVE PRESSURES. FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.66 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 1.00 TO OBTAIN MAXIMUM POSITIVE PRESSURES. 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) 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) TRIBUTARY AREA : WINDOW OR DOOR OR SHUTTER AREA AS APPLICABLE EXCEPT THAT FOR FREE STANDING STORM PANELS (AT) (AT) - PANEL SPAN (IL) x PANEL .SPAN «7) .3 NOTES : PROFESSIONAL ENGINEERS SIGNATURE AND SEAL INDICATED ON THIS DRAWING ARE ONLY APPLICABLE 10 GENERIC WIND LOAD CHARTS BASED ON AS.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 77115 GENERIC CHART BY 7715 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 ENGINEER. SHOULD THIS CONDITION NOT THE ACCEPTABLE BY THE BUILDING 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 o .400 - N O. O ; N i �r- d .125" TYP. VARIES: 5.00 MAX. © ANGLE SCALE : 3' = 1'- 0"' i (TYP) i 2 016 1 FASTENER 0 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. --� EXISTING CONCRETE. HOLLOW' BLOCK OR WOOD FRAMING -. WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION PRODUCT MARKING LOCATION 7 J 1.170 12.00 COVERAGE IT 13.50 FULL PANEL TYPICAL ELEVATION - TYPE I I 2.016" PRODUCT MARKING (7 LOCATION) ° o -.093 TYP. 2.00" © STUDDED ANGLE SCALE : 3" = T- C" TOP MOUNT PIECE ®.®. O. OR W ;= J'r mob Z ri - i r I I J W - J: Z W � Q N VIEW j W a W=i X Zv; Q < aW: ■Z;¢ Q, Q YC w Q in a WI W:0 ® 1" x r TUBE & FASTENERS (SEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECE ® OR C• OVERLAP FASTENERS TYP. (SEE NOTE * 6) - - ALUM. ANGLE CLOSURE PIECE: 1 x 2 x .055 MIN. TO 2" x 5 x..055 MAX. .063" (TYP.)'o .400 STORM PANEL SCALE : 3" = 1'- 0" 3/4 MACHINE SCREW S - LID PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 1' (TY (TYP) ) 1/4" MAX..'' WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION L - EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING ;.75 6.00 COVERAGE 7.50 HALF PANEL WINGNUT SCALE HALF SIZE TYPICAL ELEVATION -TYPE II i.•' `O '1/4" MAX. • PLAN VIEW SCALE: 1 -1/2" = 1' -0" - TOP MOUNT. PIECE ® U OR DIRECT MOUNT PLAN VIEW ® 1" x 1" TUBE & FASTENERS (SEE PLAN VEW S. NOTE 6) BOTTOM MOUNT 4- PIECE O OR OR DIRECT MOUNT w 2: J. H 0 Z r. J 0 I J 2J. WD. < J o: W S X Zy.6 aW ■Z MX N m 2 SCALE : HALF SIZE WIDTH UNLIMITED 2® "h" HEADER SCALE : 3" = 1'- 0" 16 GA. (TYP) r - ' 1.00 ® 16 GAGE STEEL TUBE • PPERF. TO PANEL SPAN) SECTIONv I L 2" (TYP. , UNLESS CLOSER SPACING REQ. FOR DIRECT MOUNT ® TYPICAL ELEVATION - TYPE 111 NO FASTENER & TUBE REQUIRED TO HOLD ANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS. 1/2 OVERLAP - - TOP MOUNT PIECE O OR G OR DIRECT MOUNT BOTTOM MOUNT PIECE O OR OR DIRECT MOUNT ALUM. ANGLE CLOSURE PIECE: TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL r x 2" x .125 MIN. TO 2 "x5 x.125'MAX. 1 -1/2"; MIN. ` J • J 6.090 (TYP) .185 te .307" .666 ' HORIZONTAL LEG OPTIONAL I (LEFT OR RIGHT) 2.0000" ® "U" HEADER ® OPTIONAL ANGLE SCALE : 3" = 1' 0"' SCALE : 3" = 1'- 0" NOTES: 1. THIS SHUTTER. SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION AND 1994 BROWARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES - . TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3. STORM PANELS SHALL BE 5052 -'32 ALUMINUM ALLOY, 0.063" THICK. WITH A MIN. Fy (BEFORE ROLLING) OF 26 KS). ALL EXTRUSIONS SMALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FCLLOWS: STEELTECH INDUSTRIES, INC. MIAMI. FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED STAINLESS STEEL OR HAVE APPROVED COATING WITH A MINIMJM TENSILE STRENGTH OF 60 KSI. 6. FOR TYPE I OP II PANELS LESS THAN 101 HIGH SHALL BE FASTENED AT OVERLAPS. AT MIOSPAN, W/ 1/4 -20 x 3 -1/2 MACHINE SCREW SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS: UTILIZING A 1" x 1' x 16 GA STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION). TYPE! OR II PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 -1/2 - . USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I & II. FOR PANELS SPANS LESS THAN 33 OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REQUIRED. FOR TYPE 111 PANELS. NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 203. AND 202. REFERENCE CONS - RUCTION TESTING CORPORATION (OTC) TEST REPORTS No. 9S -006. 96 -007 & 96 -007R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM. ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND TUBE ARE PROPERLY INSTALLED. WHEN NEEDED. FASTENER (® 12" O.G FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 PS.F. AND (d 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 z'S.F. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT �� 31 19 ?Cc BY /J PRODUCT CONTROL DIV'S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO G Q -f DO S 02, ro 0 :Z : CO W Q 0 0 CO CO cet S 0 W N W • Z J r a i W V Z : • a; 2 2 Q ` 0 O I: : VJ. Kt� PROrESSN) FL Li ;.e CD CV L tt1C) . '7 CD (D0 - Tt L') CD • § g Z _ CD . QQO O C L G C9 . 83 No: NEER j 07/21/9!] drawn by I scale • AS NOTED, t MC . deol9n by [checked byI VJK i VJK drawing no. 1 98 -173 IIIIIIIII o .400 - N O. O ; N i �r- d .125" TYP. VARIES: 5.00 MAX. © ANGLE SCALE : 3' = 1'- 0"' i (TYP) i 2 016 1 FASTENER 0 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. --� EXISTING CONCRETE. HOLLOW' BLOCK OR WOOD FRAMING -. WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION PRODUCT MARKING LOCATION 7 J 1.170 12.00 COVERAGE IT 13.50 FULL PANEL TYPICAL ELEVATION - TYPE I I 2.016" PRODUCT MARKING (7 LOCATION) ° o -.093 TYP. 2.00" © STUDDED ANGLE SCALE : 3" = T- C" TOP MOUNT PIECE ®.®. O. OR W ;= J'r mob Z ri - i r I I J W - J: Z W � Q N VIEW j W a W=i X Zv; Q < aW: ■Z;¢ Q, Q YC w Q in a WI W:0 ® 1" x r TUBE & FASTENERS (SEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECE ® OR C• OVERLAP FASTENERS TYP. (SEE NOTE * 6) - - ALUM. ANGLE CLOSURE PIECE: 1 x 2 x .055 MIN. TO 2" x 5 x..055 MAX. .063" (TYP.)'o .400 STORM PANEL SCALE : 3" = 1'- 0" 3/4 MACHINE SCREW S - LID PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 1' (TY (TYP) ) 1/4" MAX..'' WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION L - EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING ;.75 6.00 COVERAGE 7.50 HALF PANEL WINGNUT SCALE HALF SIZE TYPICAL ELEVATION -TYPE II i.•' `O '1/4" MAX. • PLAN VIEW SCALE: 1 -1/2" = 1' -0" - TOP MOUNT. PIECE ® U OR DIRECT MOUNT PLAN VIEW ® 1" x 1" TUBE & FASTENERS (SEE PLAN VEW S. NOTE 6) BOTTOM MOUNT 4- PIECE O OR OR DIRECT MOUNT w 2: J. H 0 Z r. J 0 I J 2J. WD. < J o: W S X Zy.6 aW ■Z MX N m 2 SCALE : HALF SIZE WIDTH UNLIMITED 2® "h" HEADER SCALE : 3" = 1'- 0" 16 GA. (TYP) r - ' 1.00 ® 16 GAGE STEEL TUBE • PPERF. TO PANEL SPAN) SECTIONv I L 2" (TYP. , UNLESS CLOSER SPACING REQ. FOR DIRECT MOUNT ® TYPICAL ELEVATION - TYPE 111 NO FASTENER & TUBE REQUIRED TO HOLD ANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS. 1/2 OVERLAP - - TOP MOUNT PIECE O OR G OR DIRECT MOUNT BOTTOM MOUNT PIECE O OR OR DIRECT MOUNT ALUM. ANGLE CLOSURE PIECE: TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL r x 2" x .125 MIN. TO 2 "x5 x.125'MAX. 1 -1/2"; MIN. ` J • J 6.090 (TYP) .185 te .307" .666 ' HORIZONTAL LEG OPTIONAL I (LEFT OR RIGHT) 2.0000" ® "U" HEADER ® OPTIONAL ANGLE SCALE : 3" = 1' 0"' SCALE : 3" = 1'- 0" NOTES: 1. THIS SHUTTER. SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION AND 1994 BROWARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES - . TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3. STORM PANELS SHALL BE 5052 -'32 ALUMINUM ALLOY, 0.063" THICK. WITH A MIN. Fy (BEFORE ROLLING) OF 26 KS). ALL EXTRUSIONS SMALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FCLLOWS: STEELTECH INDUSTRIES, INC. MIAMI. FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED STAINLESS STEEL OR HAVE APPROVED COATING WITH A MINIMJM TENSILE STRENGTH OF 60 KSI. 6. FOR TYPE I OP II PANELS LESS THAN 101 HIGH SHALL BE FASTENED AT OVERLAPS. AT MIOSPAN, W/ 1/4 -20 x 3 -1/2 MACHINE SCREW SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS: UTILIZING A 1" x 1' x 16 GA STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION). TYPE! OR II PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 -1/2 - . USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I & II. FOR PANELS SPANS LESS THAN 33 OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REQUIRED. FOR TYPE 111 PANELS. NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 203. AND 202. REFERENCE CONS - RUCTION TESTING CORPORATION (OTC) TEST REPORTS No. 9S -006. 96 -007 & 96 -007R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM. ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND TUBE ARE PROPERLY INSTALLED. WHEN NEEDED. FASTENER (® 12" O.G FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 PS.F. AND (d 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 z'S.F. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT �� 31 19 ?Cc BY /J PRODUCT CONTROL DIV'S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO G Q -f DO S 02, ro 0 :Z : CO W Q 0 0 CO CO cet S 0 W N W • Z J r a i W V Z : • a; 2 2 Q ` 0 O I: : VJ. Kt� PROrESSN) FL Li ;.e CD CV L tt1C) . '7 CD (D0 - Tt L') CD • § g Z _ CD . QQO O C L G C9 . 83 No: NEER j 07/21/9!] drawn by I scale • AS NOTED, t MC . deol9n by [checked byI VJK i VJK drawing no. 1 98 -173 SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2: GLASS OR DOOR • SEE SEPARATION FROM ^ GLASS SCHEDULE (TABLE 2) GLASS OR 000R EMBED. (TYP.) 1' / EXISTWG STRUCTURE FASTENER, SEE ANCHOR SCHEDULE T % REFERENCE CONNECTION °TYPE a° 3/8" ANGLE TO WALL DETAIL ` - FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE S" EXISTING STRUCTURE O WALL MOUNT SECTION A SCALE : 3" = 1• -0" V �1\lalwauuaa\t�co �t allr .l\1; I A PLYWOOD AND STUCCO FINISH 2" x 6" P.T. W000 CONT. 0 1/4 -20 MACHINE BOLT & WINGNUT (m 6" O.C. FOR TYPE 1 OR 11 OR (o 12" O.C. FOR TYPE III PANEL TO ANGLE DETAIL CONT. 2 z tal J W z : a : X' z `1 /4 "0 x 1 -3/4" S.S. LAG (� 12" O.C. W/ 1 -1/2" PENETRATION INTO WOOD W J .m ;4 rt- I z i D 2 : W ! W ; _ J • U Q • W • !z a F E 0: O u, 1/4" MAX. TWO 1 /4 "m x 4_1/2" S.S. LAG SCREWS (8) 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL tS LIMITED TO •_ 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" 1' -0" GLASS OR DOOR SEE SEPARATION FROM GLASS SCMEDU_E ( - ABLE 2) - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3" - /1( / \ � ` :EDGE DIST. . Il V t NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. MOUNT SECTION SCALE : 3" = 1• -0•• GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT (1L 6" O.C. FOR TYPE 18 II AND (A 12" O.C. FOR TYPE 111 SEE SEPARATION FROM GLASS SCHEDULE d' 1/4" MAX. SCALE : 3' = 1' -0•• W W CD i T SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. — '- FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4 EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 3" EDGE DIST. r 11 a < , EDGE DIST - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ° TYPE 3 WOOD CEILING /INSIDE CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1 -0' 1/4 -20 MACHINE BOLT & WINGNUT (dl 6" O.C. FOR TYPE 1 & 11 AND (A 12" O.C. FOR TYPE III - SIDE CLOSURE REQ•0. (SEE PLAN VIEW) NOTF: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. - HEADERSO2 & O3 CAN NOT BE USED IN COMBINATION WITH THIS DETAIL ALT. BUILD -OUT MOUNT SECTION O EXISTING STRUCTURE 1/4" MAX. 1/4 -20 MACHINE BOLT 3 WINGNUT @ 6" O.C. FOR TYPE I OR II OR @ 12 O.C. FOR TYPE III - EXISTING STRUCTURE • GLASS OR DOOR THREE 1/4"0 W000 LAG SCREWS W/ 2 -1/4" MIN. EMBED. (B 24" 0.C. MAX. CONT. 4•• x .250" ALUM. PLATE OVER WOOD MEMBERS - EMBED. (TYP.) ° w • V 'n o,N ? 1 -- 1 I r wL i - STUCCO FINISH OR � ! j ! PLYWOOD SOFFIT SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) / 1 - 1/2•' 1 - 1/2 - (MAX. DESIGN LOAD s 72 PSF) EXISTING STRUCTURE - FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4° SEE SEPARATION FROM GLASS SCHEDULE °CONT. - 05 CONT. (TYP. ` TOP & BOTTOM - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 4° — EXISTING STRUCTURE = SIDE CLOSURE REQ'D. (SEE PLAN VIEW) O BUILD -OUT MOUNT SECTION D SCALE : 3" = 1• -0" ,-1/4 -20 MACHINE BOLT & j % NUT @ 6" 0.C. 1/4" MAX. - W000 ROOF TRUSS OR FRAMING MEMBER • SHALL BE PERPENDtCULAR TO PANEL • m' • r 0 : Z W J TRUSSES (d) 12" O.C. J ; w; ZI a; 0 a' X; #14 SMS BETWEEN /L -20 MACHINE BOLT & WINGNUT (ti 6" 0.C. FOR TYPE 1 OR II OR (d) 12•' O.C. FOR TYPE 111 1/4 -20 MACHINE BOLT L NUT (al 6" 0.C. 1/4" MAX. G O SOFFIT CONNECTION DETAIL SCALE : 3" = 1 -0" APPROVED AS COMPLYING WITH THE SOUTH. FLOR UILD ING CODE DATF i - e 3/ 19 ?g BY PRODUCT CON' ROL DIVSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.; T - 19 9 6 - D 2 ? o _ 17, H W t- r Q U oo O a 07 • co R Q os 2 t7 = D U > W N g Z tat N Z z c 2 I- c ., - N O I e litZ (o to , E ZI 1• ■■Z • 16. rrs _ !i m 0 Who CO FL Li PE 0 I desIgn by VA( NEER No: 3 1998 07/21/!d scste 11 drawn ey 1 AS NOTl9 i MC checked vJK byl 1 2ot6 drawing no. 98 -173 BEAM SCHEDULE DESCRIPTION P PANEL B BEAM 2 x S" 5 5' -0' 9 9' -5" Tv ..125" 8' -0' 8 8' -r Tf s .125- 8 2 - x 9- S S' -0 1 15•-11 - Tw - .125" 8' -0" 1 13' -7" Tf ..125" 8 1:0511•1.110•1 SWF Ir�rif — EXISTING CONCRETE OR . HOLLOW BLOCK m 7 EMBED. O GLASS OR DOOR 2" x 2" x .093" ALUM. STUD ANGLE - 3/4" PLYWOOD 2" x 4- x 1/8" CONT. ALUM. TUBE (6063 -T6) - -1/4 "0 RAWL CALK -IN (8 7" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (A 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. W000 SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER 1/2"0 THRU BOLT ( m 12" O.C. 1 /4 "0 RAWL CALK -IN @ 12 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW 24" O.C. W/ 1 -1/2" MIN. EMB. IN W000 WOOD SMALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER —MAX. 1/8" TILE FINISH MATERIAL —Q 2" x 2" x 1/8 CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD a 72 PSF) O "PASS THRU" DETAIL H SCALE : 3" = 1' -0" ALT. LEG DIRECTION TWO -1/4 "0 THRU BOLTS — 2" x 3" x 1 /4" x 0' -8" 6063 -T6 ALUM. ANGLES FOR 2" x 9" x 1/8 BEAMS USE 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLES FOR 2 x S" x 1/8" BEAMS — ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION b MAX. HORIZONTAL SPANSI - *14 SMS (D 12" O.C. STORM PANEL - — THREE 1/4 - 0 CALK -IN ANCHORS (A 3 O.C W/ 7 /8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3" MIN. EDGE DIST. USE THREE ANCHORS FOR 2 x 5 x 1/8" BEAMS TYPICAL FOR EACH ANGLE (MAX. DESIGN LOAD -- 72 PSF) O K HEADER MOUNT DETAIL SCALE : 3" = 1/4" MAX. 6 2" x 2" x .093" ALUM. - STUD ANGLE -- NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX DESIGN LOAD :: 72 PSF) O EDGE MOUNT DETAIL SCALE : 3" = (' -0" ./ 2" MIN. EMBED. 7. MIN. 1/4 -20 MACHINE BOLT b WINGNU ( b 6" O.C. FOR TYPE 13. 11 OR (81 12 O.C. FOR TYPE III — 2" x 2" x .093 OR 2 x 5" x .093 - STUDDED ANGLE x 4 F m 5/16' 0 RAWL CALK -IN ( 0 5" O.C. W/ I" MIN. EMBED. INTO CONC. OR HOLLOW BLOCK W/ 5/16 -18 MACHINE SCREW 2 x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. W/ 1/4"0 STUD @ 12" O.C. 1/6"8 RAWL CALK -IN (a 6 - 0.C. W1 1/4 -20 MACHINE SCREW W/ 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK (MAX. DESIGN LOAD x 72 PSF) STORM PANEL O L ALT. TRAP MOUNT DETAIL SCALE 3 = STORM PANEL 1/4 -20 THRU MACHINE SCREW ANGLE TO ANGLE CONNECTION (m 12' O.C. 2" x 2 x .093" STUDDED ANGLE EMBED. (MAX. DESIGN LOAD = '72 PSF) O ANGLE BUILD -OUT J SCALE : 3" = FASTENER, SEE ANCHOR ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 4 2 "x 3"x1/8"OR2 "x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP S. BOTTOM) NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. APPROVED AS COMPLYING WITH THE SOUTH FLOR B}�I.OI CODE DAT i -eeJo. -�� 3 / 19 BY PRODUCT CO. ' OL DIV:S•ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. ?' - (o D S • 9 U O CO CO 00 — W W Z : 0 , C. I 0 0 •0 N -J a 0 CC W O a J F N c oa 0 m U z cr W F a O to a h > i W I � CO CV r CD Z 117 o - CC") to 2 (0) V.1 K!/EZEV PROFES NAL EN EER . FL ens No P 1 10 - =3 1 07/21/98; scale drawn by AS NOTED MCA design by (d by) • V.11( 1checke [ vix I • drawing no. 98 -173 sneer 3 of 6 POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) NEGATIVE DESIGN LOAD W (PSF) W/ BAR & BOLTS (TYPE NO BAR III ONLY) W/ NO BAR • L max. (FT -IN) 5- 0 2 -1/2 2 -1/2 1 -1/8 4 0.0 8- 5 2 -1/2 2 -1/2 1 -5/8 11 -° 8- 8 2 -1/2 2 -1/2 1 -5/8 60.0 11 - 4 2 -3/4 3 -3/4 2 -5/8 7 -2 5- 0 2 -1/2 2 -1/2 1 -1/4 50.0 8- 5 2 -1/2 2 -1/2 1 -3/4 8- 8 2 -1/2 2 -1/2 1 -3/4 11 - 0 3 3 -3/4 3 60.0 5- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 8 - 8 2 -1/2 2-1/2 2 -1/8 10 - 0 3 ' 3 -3/4 3 70.0 5- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -1/4 8- 8 2 -1/2 2 -1/2 2 -3/8 9- 8 3 3 -3/4 3 80.0 4 - 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -3/8 8- 8 2 -1/2 2 -1/2 2 -1/2 9- 3 3 3 -3/4 3 90.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -3/8 8- 9 2 -3/4 3 -3/4 2 -3/4 100.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 8- 3 2 -3/4 2 -1/2 2 -1/2 110.0 4- 0 2 -1/2 2 -1/2 1-1/4. 6- 0 2 -1/2 2 -1/2 1 -1/2 7 - 11 2 -1/2 2 -1/2 1 -1/2 120.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 7- 6 2 -1/2 2 -1/2 2-1/4. TABLE 1 - STORM PANEL SCHEDULE NOTE: FOR TYPE III - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER. ANCHOR SPACING SHOWN IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED THAT SHOWN IN FASTENER SCHEDULE. TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT_ ' • 3L-- 19 1 BY .._�. 1 PRODUCT CONT•" D1VIS:DN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO IN - r o . '° o !U ° u' P I? me= N O a b w _ z � g1 I ico N�s I F- r _ ._ 01 1 ; r - a a 'Vccz° ea O a z ° r CL m s: CO • - = m • I > col N J Q Z a r m N• �s z ,W ;x .So > ,na I m .• ' a . p • _ r a'n :IP > > a m ! F N Z Ili w •n X1 . N 3 x o : 117: • MI E :1E: z _ II } . o• a :I O; '° of 0- GIMMNIOIMMIND w 11 4 Z 1: - 2 ' o '� -r we 5 c)rn • is Q • cD z ! � QQo J !: G to Q 1 . CO • I > . v , • I v • V 1. K •.s. 1 PROFESS! • • • L E • MEER FL No: PE • • 10 83 8 1998 :scat* i by ) • AS NOTED hC design by [checked byI VJK VJK drawing no. 98 -173 I 5 Ot 5 TYPE I TYPE II TYPE III NEGATIVE DESIGN LOAD W (PSF) ALL MOUNTING CONDITIONS W/ "U" HEADERS, "H" HEADERS W/ STUDS (al 6" O.C. STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS © 6" O.C. & DIRECT MOUNTS W/ ANCHORS @a 6" 0.C. (TOP & BOTTOM) STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS [la 12" 0.C. & DIRECT MOUNTS W/ ANCHORS (al 6" OR 12" 0.C. (TOP & BOTTOM) • L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) 30.0 8 -5 11 - 11 - 4 40.0 8 - _ 11 -1 11 -° 50.0 8 -5 10 -6 10 -4 60.0 7 -9 10 -0 9 -5 55.0 7 -2 9 -10 9 -0 70.0 6 -7 9 -8 8 -8 75.0 6 -2 9 -6 8 -2 80.0 5 -9 9 -3 7 -8 90.0 5 -2 8 -9 6 -10 100.0 4 -7 8 -3 6 -2 110.0 4- 2 7- 11 5- 7 120.0 3 -10 7 -6 5 -1 130.0 3 -7 7 -2 4 -9 140.0 3 -3 6 -8 4 -4 150.0 3 -1 6 -3 4 -1 160.0 2 -10 5 -10 3 -10 170.0 2 -8 5 -6 3 -7 180.0 2 -7 5 -2 3 -5 190.0: 2 -5 4 -11 3 -3 200.0 2 - 3 4 -8 3 -1 TABLE 1 - STORM PANEL SCHEDULE NOTE: FOR TYPE III - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER. ANCHOR SPACING SHOWN IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED THAT SHOWN IN FASTENER SCHEDULE. TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT_ ' • 3L-- 19 1 BY .._�. 1 PRODUCT CONT•" D1VIS:DN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO IN - r o . '° o !U ° u' P I? me= N O a b w _ z � g1 I ico N�s I F- r _ ._ 01 1 ; r - a a 'Vccz° ea O a z ° r CL m s: CO • - = m • I > col N J Q Z a r m N• �s z ,W ;x .So > ,na I m .• ' a . p • _ r a'n :IP > > a m ! F N Z Ili w •n X1 . N 3 x o : 117: • MI E :1E: z _ II } . o• a :I O; '° of 0- GIMMNIOIMMIND w 11 4 Z 1: - 2 ' o '� -r we 5 c)rn • is Q • cD z ! � QQo J !: G to Q 1 . CO • I > . v , • I v • V 1. K •.s. 1 PROFESS! • • • L E • MEER FL No: PE • • 10 83 8 1998 :scat* i by ) • AS NOTED hC design by [checked byI VJK VJK drawing no. 98 -173 I 5 Ot 5 FASTENER SPACING (INCHES) ANCHOR SCHEDULE SPANS REQUIRED FOR VARIOUS DESIGN LOADS AND :itlniDnals i DNIISIX3 ANCHOR TYPE LOAD (W) PSF MAX. 3/4 EDGE DISTANCE 5•0" MAX. SPAN 8' -5" MAX. SPAN 11' -4•' MAX. SPAN CONNECTION TYPE 1 2'3 4' CONNECTION TYPE 1!2 3: CONNECTION TYPE 1 2 4 5 3WVHd 000M 1 - 314 - MIN. 48 12 12' 12'12 12; 9 9 110.12 12 5 : 7 7 ; 9 l' 1=L__,61MMUMit1W 1/4 WOOD LAG SCREW W/ 1 - 3/4 - PENETRATtON (SHEAR PARALLEL TO GRAN) 62 1 2 ' 1 2 1 2 12;12 1 2 1 5 71 8. 9 12 31 5 • 6 1 7 72 12 12 110 11 112 12 1 4 6 ; 6 ; 8 12 : !:? 4 5 1 6 92 12 7 1 8 9 110 121 3 4 1 5: 6 , 12 ." a -:; 4 4 ; 5 200 12 :,:%;;.4 4 4 ; 5 12 Y% 4 1 4 • 5 12 ; 4 4 ; 5 1 - 3/4• MiN. 48 12 12112 12;12 121 9 : 7 110:12 12 5 1 5 7 ; 9 1 _ ! i V4 WOOD LAG SCREW W/ I 3 /4 (SMEAR PERPENDICULAR TO GRAIN( 62 12 1 2 ; 9 12!12 1 2 1 5 51 8' 9 12 31 4 61 72 1 2 ' 12 1 8 11112 12 1 4, 5 1 6 8 12 1;'0 3 5 1 6 92 12 7! 6 9 10 12; 3' 3 5. 6 12 3 4 1 5 200 - ; 12 - : `: ; 3 4 : 5 12 r ! ; % : 3 ; 4 5 12 • H 3 4 ! 5 ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w 2 D yi u X CC w v) N ANCHOR TYPE LOAD (W) PSF MAX. 2• EDGE DISTANCE 3• EDGE DISTANCE 5 , -0 - MAX. SPAN 8 . -5 ., MAX. SPAN 11 •_ 4 ,• MAX. SPAN 5 , - 0 „ MAX. SPAN 8..5., MAX. SPAN 1V _ 4 " MAX. SPAN CONNECTION TYPE 1 2!3 4;5 CONNECTION TYPE 1;2'3 4;S CONNECTION TYPE 1 2 4 CONNECTION TYPE 1 2'3 CONNECTION T YPE 1 2 t CONNECTION TYPE 1j2 3 : : t UO 9 tu w z Ir O O m CONNECTION TYPE 1j213 5 48 1 2 ' 1 2 1 1 1 6 1 8 1 2 1 4 ; 6 3 5 1 0 i 6 » , 3 12:12;1217;1112 5 1014 6 12 7 IR 12 62 12 9 : 8 4 ; 6 10 Y A 5 � � s 4 r, 8 :';';" 3 : ?::. 3 12.11 .12 ; 6 1 8 12 3 7' 3 5 10 , 5 ,m,1 3 V V 7/4 - • BAWL CALK - IN W i / 'EMBED BOLT s (3/4'4 HEAD) 72 12 S ' 7 4 ' 5 / 9 �;/; 1. /! /i 3 ,. 6 ; ,� /;:, 5 : '; % a r ;/.• 8 ,, 2 ' 7 11 ! 5 : 7 12 i 3 8 1 : 1 4 ! 5 11 %:' • 9 : 6 ' 3 4 5 �;/ 3 7 r //; 4 ''' 3 7 7 . ; 4 .. -ice 92 12 3 . 5 3 • 4 7 ���� 3 % j: 200 5 ':1'/,� } {��i��✓. '•3' �� ..: /4: �/ : 5 �✓////' r : • S "i: , / ; : ir S . i' . . 4 . � j % / :.:1 4 Y / : ://, 7 t ! ' 4 ; !:;y 92 48 1212! 10 5 6 10' 3 ' 6 3 ' 3 7 : :;:;; 4 ' 1 " 1 2 1 2 6 7 1 1 3 1 3 4 8 8 �/, ; S .,%,,... ! 3 62 12 6 8 4 5 11 4 . 7 3 4 8 ' 4 �j % 6 6 „: 4 V 3 r,):::43. 5: %� • 3 1:: 5 •: 3 ii% 12 7 9 4 5 12' 4 8 4. 4 9 ;/.� 5 :%:::::: � 3 7 %: 5 " :,"!;;;%„...f. , „ . 6 % / ': 4 -; 5 • 3 _ 72 V4-• RAWL ZAMAC NAIL-IN , � W / 7 - t /Q' N. EMBEDMENT 9 2 9 ' 5 3 : ' '• 3 5� 1' , : �1 4 : -i.; y ' :,i�< ' i ' � :yip • 10 i.:',.:, 6 3 3 6 !J''� :; 3 ' "%!+ : !,' :• % 5 /i 3 r S , r.,: ✓„ 200 4 �y; %! 15";./.: ,. 4 5. �: , ; cc ,j /. 4 ., y J • . %. >f;: 5 . . 3 5 "I 3 �%G',: / S ! / <' 3 V f! • 1 r 1 1/4 ELCO FEMALE •'PANELMATE W/ 1 - 1/4 - MIN. EMBED. L 1/4 -20 SIDEWALK BOLT 48 12 12:12 8 10 12 4 7 5 6 1 1 ; : i 1 5 3 4 12 12 12 :10 12 1 . 8 5 6 12 :,. :. 6: 3 4 62 12 10 9 6 7 ' `: 12 "/; 5 3 4 9 ":.;j 4 :, 11 3 12 11 11 6, 8 12 :.-'. 6 4 4 - 9 1 D 3 3 72 12 6;8 5:6 10 5 3 4 7;-..:�3' j' 12 6 95 101'% 31 8r' ; : 4 :: 92 12 3 ' 6 4 5 8 r /A 3 ✓ f 3 6 : ' ,n 3 : : / ' 12 3 7 ! 4 ' 5 8 4 3 7 j% ; 3'' •'. 200 6 3 2 -;. 6 i.',;'," 3 '.. A"?...' % 3 ', 3 Ai%; , " 7 :/i 3 ;':'-'4 . 7 i'4.-; • 3' :'', • 9)/ / „_;4 31211;11 48 1212:12 8 ' 1 0 1 2 1 4 : 7 5 6 111 ` 5.3 +4 12 12 12!81012. 5 12 r,.. 6 3 4 62 12 10' 9 6 7 12 % / ,! 5 3 4 9;:' :a . ' ; 3 1211 11 6 8 12 ;6 r Y.1'.,� 6% % � 3✓ : 9'/:,;5,3.3 .-, 1/4 . 423 M - PANELMA , E - W/ 1 -1 /L MIN. ENBEDMENT 72 12 ; 8 S, 6 10 `% 5 3. 4 7 '::." 3 i/ f.,......' : 6 1/ ,.. , : 3 v/ / " r ' 5 3 4 8� ; 4 3 92 12 3 •° 6 1. 5 8( %%S :j 3 ✓%% 3 6' 1; 3 5; : 12 3 7. 4 5 ; : 8 : i 4 :::%";:;..? 3 7 «! : 3« 'i:. ( y 200 6 : : 3 2 y;! 6 ": 3 'C';‘., 'S.. 6 :; ' 3 ''i SA; - . :: 3 "j 1 'Si 7 a' a 3 '4 7/4 ELCO MALE - PANELMATE W/ 1 -V4 MIN. EMBEDMENT 7 Vi; 3 ✓!<,:::"/ 121 6 8 5: 6 48 12 12 7 4 5 8" 4 ' 3 6 3 ?17' 12 12 9 4 5 9 S 3 7 !::1 4 ii:. / ! 6% 4 j : 5 :�// 3 r ' 62 10 5 5 3 3 6 3 � i,!•: 4 /2 ": * , :;'. 11' 6 7 3 4 f11111 I1111i111( {11111N1e11C�- 72 9 3 ! 5 : : 3 5 :' :::•:' * ; Y��//.:I •:: 4 : "..,M : %- 10 ' 3 6 1 3 . 3 6 ..<;• r 3 %i a.' /, 4 ' ✓6: ' i' '/ _ 1 1, O MIN EMBEDMENT W/ 7 -1 /4- MIN. EMBEDMENT 92 7 3 • : y':, :. 4 '• ,� •: YY „ / /,' ., :;.; :: 3 •, /, . ' ,, - i . 8 4 3 . . /,,!: 7 4. '• / �, : ! : ! v,• . .!. 3 v ' . i . : � ��.y; ,•.. 200 3 :V %. x ;,. :{! /,• 3 ' / a 3 : %/.1i: 3 %; /'il!' ; ; . 7 12::'.:: 6 4 : 5 1 . 8 12 12 8 4 5 8 K ! ; ; 5 3 %:..., 6 .,., 3; :. 4f 12,12 12 5 7 11 3; 7 3 4 8 5:";:.";: : 5 5: 3 '! all *:` 62 11 5 . 6 3 4 6 ••'/,,%: 3 / /: 5 .. r; 12 7 9 4 . 5 8 %: :%1 5 '-i: it 3 6 .�'., 4 �' 1/4 DYNABOLT SLEEVE ANCHOR W /1_ ve MIN EMBED. 72 • 9 3 5 3 3 5 5./ 3 % "%:: 'c 4 •% ';;,'(/r, % ;, . ,„ Y 12 L. 8 . 3 4 7 : ::• 4 �' 55 ✓; 9!i , ... , ..1< 3 92 7 : : 4 : • : ,i :, 4 % . . . 1; S {J - 3 2::Y : /i. / 9 ; .' , ; 6 3 • 4 3 . 4 , S i 3 % /� : ✓ %, e l 200 3 1 J 3 in:.: y ��r.5 . 3 ' , ,0, . • 4 �. 3 •' %,. 4 ' % .: ,. :.��% 4 % i , '/ . ■11111111111111111111111111111111 3/16 - o IN. EMBEDMENT 1 M IN. EBEDME 48 12 12.6 3 4 7 G,;; 3 „S' :' 5 = ;':..'/ ' :/ 12 12 8 4 5 8 l' 4 :/ 6 "i 111 62 . 9 4 5 3 3 , 5 3 r %;i -: ,:::•,"(;,:::: r .ti 4 �.� ,, . /• ''% � , 4 5 6 3 10 6 ,•.� /- : -i 3 / , 4 ; ( ' S 5 �';'.;% / .e....-, 72 8'' /c 4. 3 f 4 �/ ' 3 ':s /� f / 9 3 5 ! 3 5 %••••:•1 3 v ' ; / 'r 416:1% . v'i , 92 � 6 [ 3 t •' / : % : 3 !,; , ;,% � 62 12112!12 , % 7 3 �/ � ' :/ • :f' 200 3 : ;. i / • '. 3 ,. ' i' 3 •%'• I ' / / i „I 3 - /i ,, • r /.; %r 3 ' : vi . ' I,:! /. 3 / r G• , , 12 1�// 5 1 4'5 48 / / y . ?.. Y r .' :;, / ' '; � : :. • • 12.12 12 ; 12 ' 12 12 9 ;12: 9 11 12: 5 12 7 8 ggINMEM: 62 jr ''; i/ 'y /' :: :/% .. "/,,j'j: %f %'• i 12:12 12!12;12 12. 1 12 7 8 12; 3 9 S 6 ;2 - SCREW ROD, r 12 14 7 1 5 6 %;.,:; r Y //, /<'; / %: / i : : ,;.:•, •i /"/ 12 12 12 12 4 1 10 6 7 12 1•' /I 8 P 4 5 1/4 p 4 20 CPCO OXY ANCHOR W / S S MACHINE SCREW W/ 2 S.S. EMBED. 92 r/ ! J . �, ' ,' i r. %,r.. / / r / :; / / - -. � ' r , :� 12 6 _ 8 10 12 - :", , , : : :: : C . 4 8 5 6 S S, 12 6' 1. 4 2 � , 200 • .; %. ::; % % , - ` r , . ; Y//1.; , . ' ) e � % k ! . � � % ! .. • c ',: :,// 12 � : : 6 4 4 1 2 : . 6 • 4 4 12 j/ • 6 • 4 4 ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w 0 Cc ? O in N u w a MAX ANCHOR TYPE LOAD (W) 2' EDGE DISTANCE 3 EDGE DISTANCE 5• -0- MAX. SPAN 8. -5- MAX. SPAN 11•-4" MAX. SPAN S'_0_ MAX. SPAN 8' -5" MAX. SPAN 11• -4 MAX. SPAN CONNECTION TYPE 11213 4�5 CONNECTION TYPE 1 213;4 5 CONNECTION TYPE 1!2 4:5 CONNECTION 1 TYPE 3;415 CONNECTION TYPE 1j213 5 CONNECTION TYPE 1 E t7 � IS O c a g (, ? 48 12 { ! 12 1 112 I 12 112 12 101 11' 9 12 12V1 8 1 61 9 12 12 12112112 1211211211 12 121 6 1121 8 111 pmt tU 62 12 12112 11112 12 5 1 8 7 9 12 6 1 5 : 7 12 12 12112112 121 7 1121 8 12 12! 4 1101 6 1 9 1/4 RAWL CALK - IN W/ 7/C EMBEDMENT &I/4-20 SIDEWALK BOLT (3/4 - 6 HEAD) 72 12 12112 10112 12 4 1 7 1 6 8 12 � S 1 5 ; 4 : 6 12 12 12 12112 12 1 5 ;12 1 7 10 121 3 1 9 5 7 92 12 1 121719 7 I 11 ; 5 1 4 12 3 I 6 12 !` I 4 3 : 5 12 9 1219112 12 1 3 ; ! 9 I 5 8 121 3 7 4 6 200 � { 12 r//A 4 3 5 12 :', 4 1 3 S 12 /%� 4 1 3' 5 12 3 1 7 1 41 6 121 3 1 7 1 4 6 121 3 1 7 1 4! 6 / 48 12112112 7 4!8! 6 12� 1212112! 81111215;101 5 6 1213;7:4;5 62 12110!11 5 1 8 12 ";;161 4 9 ✓ f ✓ . ' 4 . , . 1 3 12 1 2 . 1 2 1 6 1 8 1 2 ! 3 1 8 1 ; 4 5 10 6∎3!3 72 12 1 6 1 9 4 1 6 10 :: 5 /Ir 4 8 r/ " -i 4 C ! 3 12 7: 111 5 1 7 12 r' :j 7 1 3 4 9 /" 5 6 ^::1 3 c. 1 „ 1/4••RAWI ?AMC N A I L - 6 1 W/ $-V Y OUR EMBEDMENT 92 1 2 ; 3 1 7 3 1 5 8 j.a 8 . , 1 4 ' 0 , 3 , 3 7 0 3 Wt;% 12 4; 9 1 4 1 6 9 / :j 5 1 3 3 7'4 c; ; Q y y ' . 200 r // . �, 7 t� 1 3 /r ;; .: i 7 '' :. 3 i ..pi..; Uir ...y 7 ✓/ 1 3 %i; j ;J. .% . ,1„ 7 <' ::� 4 •;.f/ 1 7 i L. ;%;'..:✓ / • 7 % 4 ; F`: NE1 riM �. �� 1/4-m ELCOFEM •PANELMATE W/ i -7/4- MIN. EMBED, L V4 - 2O SIDEWALK BOLT 48 1 2 1 1 2 . 62 12110;9 6:7 12;•::',5,3 4 9)/ / „_;4 31211;11 o 8 12%!:1 4 9y-:j5 3,3 72 12 6;8 5;6 10 ;".•5:314 7i / ; 35,j 12 6'9 516 10 : r 8 - :;a4 *_.;i3 92 I 22 3; 6 4 5 ' /Y 6 �i� , 3 j ' ;¢ 3 r Y.1'.,� 6% % � 3✓ : 12 3 1 7 4 5 �j i. 8 I/j'; 4 rjj ` 3 .:;;: 7 ; ',./.....:,..n 3 ±• .� 200 , �:i� 6 � 3 2 //., i s f/ �/ 6 'x :1;1 3 ;; ;;!,�/// i/ f.,......' : 6 1/ ,.. , : 3 v/ / ✓ / 7;,._ % g % 7 :.:' /_ 3 y s ; iX /�. 1 i,•i }:j 7 ..t 3 / . : 1, . ✓ - .: 7 r is 3 I ,.;. • 1111111�d111111t1111111111W- 4 8 12'12:12 811012 4 7'5? 6 11�A %5'3 4 12 12.12 • 8:10 121418!5 6 121 6:3: 62 121 101 9 6 1 7 12 Ili; 5 3 1 4 9 V, i 4 C ✓ 1 3 12 1 11 11' 6 8 12 K? 6 1 4 4 , 9 5 1 3 1 3 7/4 ELCO MALE - PANELMATE W/ 1 -V4 MIN. EMBEDMENT 72 121 6 8 5: 6 10 .,1 5' 3 1 4 7 1 3 ✓,1 12 6 9 I. 5! 6 10., S i 3 4 � 8 4_ 'v 3 92 1 1 2 1 3 : 6 { 4! 5 /.% % .; 8 ''.'41 3 �:!'I, 3 " .: 6 1 //, 3 ��: �/' i V- :`4,, - 72; 3 7! 4 5 -� ✓ 8) L 3 r ; � 7 p 3 G;; 200 I ✓ 6 I 3 2 ;,, �,,% ' 6 %' 3 ..4. l / / 6 yy'�i 3 � ' ' ,/ 7 ::%I 3 : 7 / //' 3 I : ' .i:+ . 7 ! ::'i 3 : .t1I1N1 N1U111UU111MW4 1/4 1TW TAPCON W/ 1 - 1/4 - MIN. EMBEDMENT 48 12 10:12 12 6 10 6 1 7 12;3 7 4: 5 12'12 ;12:12;13 121 6 '121 7 1 8 12, 3: 9. 5; 6 62 1212;12 8.9 1 12 3;7 4i5 11%115:3 4 ` 12: 911112;4'915 6 12 ` 4 72 1 2 ; 811 7 8 12::'.:: 6 4 : 5 . 9 ✓ r y: 5 ; 3 3 1 2 1 9 : 1 2 ; 8 1 9 1212 123!8l4 5 S 11.. ,. 6: 3: 4 y 92 12 1 4 1 8 5 : 6 10 : : 5 3 ; 3 ' . 8 / • : i 4 � j % ' , 3 �" 12 : 5 : 11 ; 6 : 7 r ; 11 i;' ; 6 1 3 4 g • 9 '. 5 • 3 3 200 „ 8 �� 4 l: 3 , . 8 > , " -; 4 j: / 3 . 8 f : 4 3 ` y -, _:j 5 3 3 9 0 5; 3 3 9( 4 5: 3 3 12:12;121 12 6 8 6 8 12.3 6 1 5 5 12;12'12:12 12 12: 8 1121 8 10 12; 4 10 6 7 (� ��1 X11 62 12 48 112;1118 10 i I 12 3 1 6 12 .:S 3 4 1 t2I1 2 ;12: 1 2112 12 4 10 7 ` % 72r /. 121 :'26: " „- { 1/4'4 DYNABOLT SLEEVE ANCHOR W /1 -1 /5• MIN. EMBED. 72 12!81917:9 %'� 12. 5: 4, t0 41 3 ' 3 12:10;12'9'.1112'319 6 - ! 92 12 1 8; 7 1 5 7 1, 11 !: 4 3 1 4 "' 9 �;. 3 �; 1 3 - 22 1 6 '.12:7 8 12 �f 7 4 5 11 •✓,: ,?, 5' 3 4 200 C/) 9 i/1 3 � /;; 3 :%.;.::::: / 3 9 3 !/ 1 9 ' 3 �/' 3 11 ✓S/1 5 : 3 1 4 11 1 5 1 3 4 11 t %? 5. 3 4 48 12; 9 13 5 8;7.8 12112112 1212 12 12 12,6 :12:9;10 � 62 12112!12 12 5 : 8: 7 19 12 3 6 1 5:6 12113112 12; 6 :121 9 11 121 4110: 71 8 ' IE A 72L "-. 1/4•0 RAWL DROP - IN & (3 /4 HEAD) W/ 1 - 1/4 - MIN. EMBEDMENT 72 12 112: 121 11 : 12 12 4 : 7 . 6 1 7 12 1�// 5 1 4'5 12 112 i 12 12 :12 1215 ; 11 1 8 9 12 ; 3 ; 8 ; 6 ' 7 i 8 ' 10 92 12 1 7 j 9 72 %;� 5 S 6 12 r;,/;• 4 ! 4 , 5 121 6 ;12;10:12 12:3 9 6 7 12 ';;,�j 7 S : 6 ) � 200 r 12 ✓ j , 1 4; 4 1: 5 12 ::: 4 4 1 5 12 4: 4 5 12 a 7' 5: 6 - rr - 12 t1, 1 7 1 5 6 r 12 14 7 1 5 6 - 48 1 2 : 1 2 i 8 ! 5 6 1 0 3 ' 5 3 3 7 ' 0 ' , : : ; 3 :1: 6'7 11;3:61314 B , 2 4r •;13 62 1Z :. 6 + 6 ; 4 ; 5 � .5,;'''',, / 7 .;� 4 // G S ✓✓ : 3 ,/�%::; 1 12.7:8 1 4 5 ✓' •.1 8 �„ S % ; /J 1 3 6 j ; l 3 G ':;�,; (IIIMR1RI11U1114411Gili4„ 3/16 - 0 ELCO TAPCON 1 -3/B MIN. EMBEDMENT 72 11 4 5 1 3; 4 6% i r %' t r' r 3 :, /.% i 5 � :'-',•!,; ' ! , 4 7 , 4 4 1 4 `. 1 ' 7 r / : :' ✓,,,, -. 'j % / 5 C ":in 3 ;y: 92 y� 4 ,(/�� ": 3 8 %' • ` /' 5 :! %• /J:': / , 1= 4 P �/• % iy 4 t�Y. . Y /•/ 10 G; 1 5 : 3 3 A 5 /�:i 3 // C/. . : r/ ' . 4 r l ` ' . �/ • i Y.. 200 2 r -Y;: / / ✓ i 4 ' 'r r 4 .'7Y L J "7 4 f'. ANCHOR NOTES: 1. SPANS s LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 7, PAGE S. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN. L. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL F110501 OR STUCCO. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2 x 4 (MIN.) W000 STUD. WOOD SMALL BE SOUTHERN PINE G o 0.55 OR BETTER DENSITY. 7. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN. EMBEDMENT INDICATED ABOVE. E. 1/4 -20 TRUSS NEAO BOLTS MAY BE USED IN LIEU OP 1/4-20 SIDEWALK BOLTS. 9. ji DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES. 10. EXISTING STRUCTURE MAY 5E CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING. WHERE EXISTING STRUCTURE 15 SHOWN AS CONCRETE, IT IS FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE- . REQUIRED FOR DIRECT MOUNT go 6 - OR 12 SPACING ONLY. SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT; ee 3 1 is. 5 BY PRODUCT CONTROL DPYS.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. q Qi 1606 Z 1 i 9 VJ. KNE PROFES :I 98 -173 shoot 6 of 6 EER' FL L c-ns 3 No: 1 1998 • ; 07/21/961 !acme ! drawn by 1 ! AS NOTEDJI MC 1 l design by I checked by' ■ wKII VmJ -', Drawing no. , 11 II tarn lea 1 I qo ( 11 --�� r1ti i ax k PERMIT APPLICATION � FOR MIAMI SHORES VILLAGE Date t - 47 7 Job Address //H 0 N E 91 • •f-e-4/1.... Tax Folio 11- 3 - 05- ow -6q30 Legal Description I Historically Designated: Yes No Owner/Lessee / Tenant (,S 1 it c w., (� 5 L Master Permit # y 2 2S 7 Owner's Address 1140 P 9 / e-027/__ Phone 75? 6 76 3 Contracting Co. P)).././AA-(2) ` N UtICS G`{ CSZ-t p Address 3750 c c t / t 9 , 1 0. Qualifier 7C 1 `c-'6. A SS# Phone / 8n - 66 7- 06 gb * (ac_e.. y to & State # C 04 3 ki Municipal # Competency # Ins. Co. W t l( r ,,. ID A.. �-4.�- Architect/Engineer /.S 14- Address Bonding Company A Address Mortgagor /S f Address Permit Type (circle one): ILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION -i- 't-O /4 J S L•w ' Square Ft. I2 • -3 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named con or to do the work stilted /s /Ec 7 7 Signature of f wne`ij and/or Condo President Date Signature of �9 Notary as to Owner and/or do President Date My Commission Expir George Kenneth Haley * *My Commissioh CCea9740 V Expires June 30, 2001 FEES: PERMIT loilf RADON Notary as to Contrac My Commission E Estimated Cost (value) 66 7. 37) �aroy *My Commissioh CC859740 J Expires June 30 2001 C.C.F. 1 ilfr NOTARY BOND TOTAL DUE y-A,frep 'J APPROVED: Zoning Building {I� Electrical Mechanical Plumbing Engineering 96y S i /0 ' ' USA • /4.s&7 . I � , PAvitlfaG Cb'VE/L L Qb -Q /2g /9h � I I YV 1 i ' I � I I I G6KSY ' 1 k DO(I ? S ' a a /o - 0. L ''-i77. i gg: Z . . . w cgs. `V6i , f 9 - ; 26 v/" / SALESMAN J ', �P_2- / DATE /1- 2 Z - 7 PAGE / J of ESTIMAT ? IM OF INSTALLATION 6-g WEEKS ORDER NO CUSTOMER NAME /Oi . /( /iL 1- k/,'Ls, / HOME PHONE3 = 1 c 2 N , -A ADDRESS /( yo 42,_c Q / s1 "7 4.1 WORK PHONErSy -gY4 '68VD CITY ! , f 1 fr , < d TATE ,/ ZIP 3 3 g' S.S. # ,/ JOB ADDRESS NAME OF CONDO # ELEVATION - / Shutter Classification: O Solarshade • Security 1VHurricane Protection *anufactured and installed in compliance with all local building codes Standard Colors for Tracks and Valance ar:' V) Ivory; (BZ) Bronze; Special Color SIatS IkMulls /Angle Buildout /Angle Track(, },46 Valance Back Panel ty f Btm. Slat Purlin SHUTTER OPENING NUMBER # •/ # Z # # t/ # # # # TYPE OF SHUTTER ��a ,_ kr/ Allt■---L TYPE OF SLAT PROFILE ! ) 3—c, 42 J /2: - WIDTH (TRACK TO TRACK) i‘• 9,c TRACK HEIGHT O / O , (i S�� OPERATOR TYPE OPERATOR LOCATION (ISLO) MOTOR OVERRIDE (YES /NO) PURLIN CODE AND TYPE BACK PANEL (YES /NO) OPERATORS 1) Pull Strap 2) 3:1 Crank w /Strap 3) Gear & Crank Handle 4) Motorized SPECIAL NSTRUCTIONS t GC / /(/ ;csvi �1 cod ` /C. �L �`Jeo d S- /et h- 1' ca34, 4_ 1 have been fumished a copy of the Consumer Rights Notice and a Notice of Commencement required by Statue 713.4/, nitial) Execution of this Sales Agreement by Buyer constitutes authorization for Prime Marketing Group to obtain Buyer's credit report from a credit reporting agency. TERMS: DOWN, BALANCE ON COMPLETION FINANCING O OTHER CONTRACT PRICE $ / LESS DEPOSIT S'$. 19 o CHECK NO /p7 BALANCE DUE AT INSTALLATION // / 7, vo CIRCLE ONE: MC VISA DISC AMX ACCOUNT NO. EXP. DATE MAKE ALL PAYMENTS TO ROLL -A -WAY PAYMENT IN CASH, ALWAYS REQUEST A RECEIPT. SALESMAN e _ BUYER ACCEPTED BY BUYER THIS ORDER BECOMES A CONTRACT ONLY WHEN ACCEPTED BY PRIME MARKETING GROUP, AT ITS HOME OFFICE. AS REFLECTED BY THE ACCEPTANCE AND SIGNATURE OF A COMPANY SALES MANAGER. AN INTEREST CHARGE OF 1.5% PER MONTH WILL BE ADDED TO ACCOUNTS NOT PAID AT INSTALLATION. ADDITIONAL TERMS AND CONDITIONS ARE ON THE REVERSE SIDE OF THIS CONTRACT. ua'wa _ =W w.. STORM AND SECURITY SHUTTERS • America's Favorite Rolling Shutter NATIONAL HEADQUARTERS and MANUFACTURING FACILITIES 10597 Oak Street N.E, St. Petersburg, FL 33716 St. Pete/Tampa 576 -1143 Toll Free (800) 683 -9505 FLORIDA SALES OFFICES - Ft. Myers - 3800 Fowler Ave., Ft. Myers, FL 33901 Naples - 4910 Tamiami Trail North, Suite 210, Naples, FL 33941 Pompano Beath - 3750 Park Central Blvd. North, Pompano Beach, FL 33064 Jacksonville - 4850 Collins Road, Suite 102, Orange Park, FL 32073 FL State Lic. #SC C049534 - ECA0001435 A PRODUCT OF PRIME MARKETING GROUP SALES AGREEMENT MADDE?! MANUFACTURING CO. INC. Date - 1 1-. c 7 To \V horn It Mav (,tint PURUHA.;ED BY 1St') \ \ \' 22nd Street• Pompano t3cach. EL 33069 Sots `7' - '071 • (944) 975 -2071 • FAX (95-1)960-0567 Building Department 1Do5 44-u-- • - - 3 3 t3 BUILDING DEPARTMENT City /State /Zip 'Oft..L,iQt,t� -� a 36 Phone t 11'e are the authori7ctl mantilactircr .II..IDDEV ('r7.IIP.4.\'): l.VC. under product control number 96 - b,.20 • as This letter atithoriies ? �u12h lcQ.fi c --� to use our alo\ e named product in accordance \' 1th appropriate county codes. hi addition. all product applications are to strictly adhere to submitted engineering. Name /�-e, � `1 t-•� & 6- .7,, Name )4 t 11 Lt ed Address 3750 -P 1 E Lt Address t 1 Z St Authorized Signal sdden Manufacturing Co/ry(hai3 , 'Inc, City /State /Zip ill tQ v . t � QA. 331 Phone 3b 6763• JOB LOCATION METRO DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Madden Manufacturing 1889 N.V. 22nd Street Pompano Beach F'I. 33069 Your application for Product Approval of: .050" Alurninurn Alloy Storm 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 b) applicant along with Madden Manufacturing Co. drawing. # 96 -110 sheets I through 7 revised on 02/26/97 and signed by V.J. Knezevich P.E. (For listing of all evidence see section 8 of this Notice of Acceptance). has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96- 0520.02 Expires:03 /13/00 •I'IIIS IS TIIE 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 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: 03/13/97 METROPOLITAN DADE COON TY, 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) 3726339 / 1. Raul Rod'iguez Product Control Supervisor s W anger, Director Building Code Compliance G Metropolitan Dade County \ladden Manufacturing Co. ACCEPTANCE NO : 96 0520.02 APPROVED !MR 1 3 1991 EXPIRES MAR 1 3 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. 96-110, Sheet 1 to 7, using 0.050" aluminum, 5052 -4132 alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 15.269", forming 2" deep ribs (Part 1). 2.3 Components shall be aluminum alloys 6063 -T6: "h" & "u" header (Part 2 & 3), 2" x 2" x .093" studded and non studded angles (Part 5 & 6), a 2" x 5" x .125" studded and non studded angle (Part 4 & 4a), "E" & "F" tracks (Part 7 & 7a), aluminum alloy 6061 -T6: 2" x 5" x .125" angle (Part 4) used on detail T and l/4 "die cast aluminum washered nut (Part 8). 2.4 Other components shall be made of galvanized steel grade C: 16 gauge keyhole washer (Part 10) and 18 gauge 1" x 1" x 18 gauge steel bar (Part 11), all bolt studs are s.s.1 /4 -20 x 5/8 ". 2.4 Tested specimen: Dimensions: 51.25" wide x 104" long overall 51.25" wide x 126" long overall 51.25" wide x 144" long overall 51.25" wide x 073" long overall 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of l0' -6" or 126" for wall, built -out, direct and ceiling /inside mount to be installed only as outlined on Dwg. No. 96 -110, Sheets 1 through 7. For Design Load vs. Panel Span, see Table 1 "Storm Panel Schedule" on Sheet 7 of 7, Dwg. No. 96-110 3.2 Minimum separation to existing glass to protect shall be as shown in Table 2 "Mininium Separation from Glass Schedule" Sheet 7 of 7 drawing No. 96 -110. 3.3 Maximum Clearance between top of panel and inside of (reader shall be 1/4 ". 3.4 Reinforcement: 3.4.1 For installations 30 ft. or less above grade, an optional steel bar, described below, may be used to control deflection of store panel system provided that the separation from the glass is 2" or more but less than 3 -3/4 ". 3. t.2 A 1" x 1 "x18 ga. steel bar extending the whole width of shutter may be attached at inid sp: with 1/4 " - 20 x 4" bolts w /die cast alum. washered wing nut spaced at 12 "`as shown on drawing 96-110 sheet 1 of 7. _ 7A_ Candido F. Font P.E. Plans Examine Product Control Division \'laddcn \ianufacturing Cu. ACCEPTANCE NO : 96- 11520.02 -2a- APPROVED : NELL3 199 EXPIRES : MAR 1 3 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount The panels are secured into an "h" header (Part 2) at the head; and using 1/4 " -20 x 5/8" machine bolts stud with washered wing nut spaced at 12 o.c ; ; to an aluminum studded angle (Part 6) at the sill, both of which are anchored to the wall, using tension and shear capacity anchors as shown on Anchor Schedule, drawing No. 96 -110, sheet 6 of 7, bearing the Dade County Product Control approval stamp. This mounting condition is shown on details E, I, L & R of drawing No. 96-110 sheets 2 of 7 through 5 of 7 part of this product approval. 4.1.2 Build -out Mount The panels are secured inside a top track "u" header (Part 3) at the head and fastened to the 2" x 2" .093" continuous studded aluminum angle (Part 6) at the sill, using 1/4 " -20 x 5/8" machine bolts stud with washered wing nuts spaced at 12" o.c.; both header and sill arc fastened to the long leg of a 2" x 5" (max.) x 1/8" aluminum angle (Part 4) used to provide the buildout, using #14 tek screws or 1/4 " -20 x 5/8" bolt and nut at 12" o.c. Both angles are anchored to the wall as shown on Anchor Schedule, drawing No. 96 -110, sheet 6 of 7 bearing the Dade County Product Control approval stamp. This mounting condition is shown on details 1-1, Y, & AB of drawing No. 96-110 sheets 2 of 7 through 5 of 7 part of this product approval. 4.1.3 Inside Mount The panels are secured inside a top track "u" header (Part 3) at the head, which is anchored to the inside of the concrete lentil opening or ceiling ; and fastened to the 2" x 2" x .093" continuous studded aluminum angle (Part 6) at the sill or floor, using l/4 " -20 x 5/8" machine bolts with washered wingnut spaced at 12" o.c., which is anchored to a concrete slab or bulkhead as shown on Anchor Schedule, drawing No. 96-110 sheet 6 of 7 bearing the Dade County Product Control approval stamp. This mounting condition is shown on details F, G, M & AC of drawing No. .96-110 sheets 2 of 7 through 5 of 7 part of this product approval. 4.1.4 Direct Mount The panels are secured directly to the wall at head and sill using tension fasteners as shown on Anchor Schedule, drawing No. 96 -110 sheet 6 of 7 bearing the Dade County Product Control approval stamp. This mounting condition is shown on details K of drawing No. 96110 sheet 3 of 7 part of this product approval. 4.1.5 Any combination of the above. 4.1.6 Additional Mounting Details The following special mounting conditions are also approved with the corresponding limitations noted in each section detail. This mounting conditions are shown on sections J, N, 0, U, \V, Y, & Z of drawing No 96-110 sheets 2 of 7 through 5 of 7 part of this product approval. uliclo F. Font P.E. Plans Examine Product Control Division jla(lden Manufacturing Co. • -2b- .(. 1.1L.1 1 :\lilt. ,it, • iti APPROVED : NWl 3 1997 EXPIRES : HIT 1 3 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDI'T'IONS 4.1.7 The "u" header shall be supported at 12" o.c. on details N & 0 and the storm panel shall be supported at 12" o.c. on detail J. 4.1.8. All installations are controlled by Table 1 "Storm Panel Span Storm Panel Schedule" and Table 2 "Min. Separation From Glass Schedule" all tables on sheet 6 of 7 arc for anchor spacing and not to be used for pressure versus span of panels. 4.2. Anchorage of the aluminum components shall be to 3000 psi (minimum) concrete, concrete block masonry and /or S.G .55 or better wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 96 -110, Sheet 1 through 7. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately and accepted by the building official. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all tirne. 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 requiring to have reinforcement, shall have a legible permanent marking instructing owner or tenant to secure panels with applicable reinforcing as mentioned on section 3.4, 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 grad of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 96 -110, Sheets 1 through 7, 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. Candid° F. Font P.E. Plans Exaniin Product Control Division • - ■■_ .....•....• ' — TEST _ TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST (126" SPAN) SFBC PA 201 -94. no intern. support. SATISFACTORY CTC 96 -015 (1) Max. 3.75 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (104" SPAN) , -145.6 PSF CTC 96 -015 (F) -97.1 PSF CTC 96 -013 UNIFORM STATIC AIR PRESSURE TEST SFI3C PA 202 -94 NEG. (104" SPAN) -166.4 PSF CTC 96 -013 (G) -110.9 PSF CTC 96 -015 -83.2 PSF CTC 96 -013 UNIFORM STATIC AIR PRESSURE TEST SFBC PA.202 -94 NEG. (104" SPAN) -124.8 PSF CTC 96 -013 (II) LARGE MISSILE IMPACT TEST (104" Span) SFBC PA' 201 -94 w /intern. support SATISFACTORY CTC 96 -015 (B) ------ Max. 2.00" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -97.5 PSF CTC 96 -013 (A) -75.0 PSI' CTC 96 -01 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -80 PSF CTC 96 -013 (B) -61.5 PSF CTC 96 -013 LARGE MISSILE IMPACT TEST (104" Span) SFBC PA 201 -94 no intern. support SATISFACTORY CTC 96 -015 (C) Max. 3.00 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -72.2 PSF CTC 96 -013 (C) -55.5 PSF CTC 96 -113 -61.5 PSF CTC 96 -0I3 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -80.0 PSF CTC 96 -013 (D) DESIGN PRESSURE RATING For Design Load vs. Panel Span, See Table I "Storm Panel Schedule" on Dwg. No. 96 -110, EI- Ib.in2 /ft. 4.9341E +06 DESIGN MOMENT 573 FT.LB. • D. SHEAR 275 1.13 i11athhkn 1\1anu1"acturing Co. ALL:LI' 1 A r t LI., iii) . , 7. TESTS PERFORMED • -2c- APPR EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Mill 1 3 19 : MAR 1 3 2000 taudido F. Font P.E. Plans Exarninc Product Control Division ►► \1ad ten i \Ianufacturiiig Co. AULEI' 1Ai' & I. Lit) . APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS : (YVY1 1 3 1g97 : MAR 1 3 2000 8. E \'II)ENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact and Uniform Static Air Pressure Test of 0.50" aluminum storm panels, prepared by Construction Testing Corporation, Report No. CTC 96 -015, dated April 22, 1996 signed and sealed by C. T. Tyson, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of 0.50" aluminum storm panels, prepared by Construction Testing Corporation, Report No. CTC 96 -015, dated April 22, 1996 signed and sealed by C.T. Tyson , P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. Steel Storm Panels, prepared by Construction Testing Corporation., Test Report No. CTC 96 -013 dated April 22, 1996 signed and sealed by Christopher Tyson, P.E. (This test has been submitted to calculate maximum moment and shear with all the approved components.) 8.2 Drawing: 8.2.1 Drawing No. 96 -1 10, Madden Manufacturing Co., 0.05" Aluminum Storm Panels, Sheets through 7 , prepared by Knezevich & Associates, dated 04/22/96, revision 4 dated 02/26/97, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Shipping Document from Samara l tctallurgical to One Stafford Plaza for aluminum strip of 5052-1132 with no date and unsigned. 8.3.2 Tensile Test Report # 6DM -850 from Q.C. Metallurgical. Inc., dated 04/04/96 for Aluminum sample ti CTC -96- 014 -I, tested per ASTM E8 -93. signed and sealed by James W, Roese. 8.4 Calculations: 8.4.1 Comparative Analysis dated 12/24/96, pages 1 thru 30. prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.4.2 Anchorage Calculations for 8 anchors, 2 edge distances, 5 pressure, 3 spans and 5 Ioadint conditions. Knezevich & Associates, dated 02/04/97, pages 1 through 17, signed and sealed by V.J. Knezevich, P.E. -2d- Candido F. Font P.E. Plans Examin Product Control Division • 'LABEL LOCATION • .090 • Info') ; strl'461' • (T V►) ALT. LEG J 4 2.000" DIRECTION ..ENERAL NOTES: O "E" TRACK SCALE $ 1/4 10 :. Ass O' .090- =.313-1.4.49" . . (TYP) "F" TRA SCALE • 1/4" . 4 (16 GA. GALV. STEEL GRADE C ) KEYHOLE 10 WASHER SCALE s HALF SIZE R .630 R .250' THIS STORM PANEL SPUTTER SYSTEM 1S DESIGNED AND TESTED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. POSITIVE AND NEDATIVE DESIGN PRESSURE CALCULATIONS SMALL BE PERPORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -51$ 'MINIMUM DESION LOADS FOR BUILDINGS AND OTHER STRUCTURES. TABLES SMALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 1. PRODUCT MARKINGS SMALL BE MTN*1 12 OP ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL AND SHALL SE LABELED AS FOLLOWS: MADDEN MPO CO. POMPANO BEACH. FL DADE COUNTY PRODUCT APPROVED PANELS HAVE BEEN TESTED N ACCORDANCE WITH THE DADE COUNTY PROTOCOLS PA 201. PA 202. AND PA 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT No. 96 -0V.. AGE GALV. STEEL GRADE C 1 0L. 0. STORM PANELS SMALL BE 5052 -N32 ALUMINUM ALLOY. 0.050 THICKNESS. ALL ALUMINUM EXTRUSIONS SHALL BE 6053 -T6. U.O.N. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 KS/ MPMUM YIELD STRENGTH. FOR INSTALLATIONS 30 PT. OR LESS ABOVE GRADE. AN OPTIONAL r x V x 70 GAGE STEEL BAR MAT BE USED TO CONTROL DEFLECTION OP STORM PANEL. SYSTEM PROVIDED THAT THE PANEL SPANS USED ARE 106" OR LESS, AND THAT THE SEPARATION PROM THE GLASS IS 2 OR MORE BUT LESS THAN 3 -3 /V STEEL BAR MAY BE USED FASTENED AT PANEL OVERLAPS. AT MIDsPAN. W/ V440 : L BOLTS *NOOSE CAST ALUMINUM WASIERED woo:D TS. SEE MINIMUM PANEL SEPARATION FROM GLASS SCHEDULE, PAGE 7 OF 7. FOR REDUCED SEPARATIONS. T01 AND BOTTOM DETAILS MAY 51 INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY A110 115 MOUNTED WITN STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT INC JOB SITE BEFORE COMMENCING WITH THE WORK. ANCHORS SMALL BE INSTALLED N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SMALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. AT LEAST ONE WARPING NOTE PER OPENING SHALL BE PLACE IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT 'STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE & BOLTS ARE PROPERLY NSTALLED WHEN N55010". I L 00-; 11 STEEL BAR SCALE $ HALF SIZE 7/4" MAX. EXISTING STRUCTURE WIDTH UNLIMITED IPERP. TO PANEL SPAN) TYP. SECTIONS "U" HEADER SCALE 1 1/4 . 0 -1 r 1 TYPICAL VERTICAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2 PAGE 7 OF 7. FOR REQUIRED MIN. PANEL RATION PROM GLASS. r l) OPTIONAL EXISTING STRUCTURE O TRAP MOUNT R .250' TOP MOUNT ;Yx>>IX si)i,�Tb '1) PLAN VIEW (tt) OPTIONAL STEEL - BAR ON OUTSIDE OP P:.P:ELS - SEE N3TE 7 �- BOT T JM MOUNT r 1O OPTIONAL -L EXISTING STRUCTURE ANGLE $0011-75 -T6 FOR DETAIL 'T 1 TYPICAL CLOSURE DETAILS (PLAN) sr •I r. 1 -1/7 • t'_ ^" 1/4 -20 MACHINE SCREW STUD 3.00 MAX. .12S" ITYP) 4a STUDDED ANGLE SCALE $ 1/4" . 0' -1 WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION K 37 `\'\ 6 PLAN VIEW 1 (✓ DIRECT MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 7 OF 7. FOR REQUIRED MIN. PANEL SEPARATION PROM GLASS. SHEAR PASTENER 0312 O.C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR CO OPTIONAL 7 1/2' MIN. OVERLAP ALUM. ANGLE CLOSURE PIECE, t' x 2 x .125 MIN. TO r x 1- x .125 MAX. O TRAP MOUNT O FACE MOUNT EXISTING STRUCTURE r OPTIONAL SCE NOTE 7 • 1 1 L It1l OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE NOTE 7 OPTIONAL 1 OUTSIDE INSIDE 12 O.C. TYP. .09) TYP. O STUDDED ANGLE 6 SCALE s 1/4" . 0' -1 1/4 -20 MACHINE SCREW STUD I 3.00 - I (MAX.) ANGLE SCALE : 1/4" . 0' -1 SEE STORM PANEL SPAN SCHEDULE FOR MAX. PANEL SPANS (VERTICAL OR HORIZONTAL) OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SCE NOTE 7 PLAN VIEW r1. nI { 1. i 1 7. 1: L. I i )_ 1 • I 510E MOUNT I ®N .70 0R 0IRECT MOUNT (TYP) HORIZONTAL MOUNT ELEVATION POR ALL INSTALLATIONS SEE TABLE 2, PAGE 7 OF 7. FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. TYPICAL. BAR ATTACHMENT APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE ����77 DAT :E: _ S. 19�! " N� BY • :. rM • • DIV:S'.ON BUILDING CODE giM�LiAliS . z ACCEPTANCE NO. y Q (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED)' I J 1 6 . W , U Q ! )' 0 , : a is z O . .- O T i tx 0 i I - N 4 . O N) ▪ ▪ j < N I l I • I • M 3 W N Z Z 2 o 1 < m0 ° o E 01Z.- -I W�a t 0 0 O 0 a N Q O E VJ. Kt ZZEVICH P ROFESSIO, ' CINEER FL .PE . AS NOTED o..lgn oy VJK 22/16 e No 03 torsion by 00 Cf.e..o b V JK or.Wlnp n.. 96 -110 1997 1 SEE MIN. SE►ARATIO FROM GLASS SCNED. I GLASS OR DOOR 0 (YP. EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE / CONNECTION 'TYPE r•--1 ANGLE TO WALL ©CONT. EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING ISE! ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER. 111 ANCHOR SCHEDULE. REPEREN CONNECTION EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SSE ANCHOR SCHEDULE BASED ON TYPE or sTRUCTURE) FASTENER. SEC ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE r SCALE : 3" s 1' -0" O (TYP. TOP s BOTTOM) -7 EMBED. TYPJ ©CONT. CONT. a) CONT. V4" MAX. 1/4-20 MACHINE BOLT i WINGNUT 0 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND • 0' 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". TAIL WALL MOUNT SECTION p r • Ail 4 W W 1- SEE MIN. SEPARATION PROM GLASS SCHED. SIDE CLOSURE *ECM. O BUILD -OUT MOUNT SECTION SCALE t 3" • 1' -0' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r 014 TEK SCREWS OR 1/4 -20 BOLT ANO NUT 12" 0.C. STAGGERED (TYP. TOP AND BOTTOM) 0 CONT. /1/4-20 MACHINE SOLT s WINGNUT • 12' O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104' AND p r 0.C. FOR PANEL LENGTHS GREATER THAN 10 ". 1/4' MAX. GLASS OR DOOR FASTENER. SEE ANCHOR SCHLDULL. REFERENCE CONNECTION "TYPE r PASTENCR. SCE ANCHOR SCHEDULE BASED ON TYPE CONNECTI• - TYPE S' GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED. WOOD FRAMING '7 SEE MIN. SEPARATION FROM 01.4SS SCHED. EDGE DIST. WOOD CEILING/ INSIDE O MOUNT SECTION SCALE : 3" s 1' -0" - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r EMBED. (TYPJ ®CONT. WOOD FRAMING OCONT. 1/4" MAX. ANGLE TO W LLJ�nI O I WALL MOUNT SECTIO SCALE 1 3" • rm V4 -20 MACHINE BOLT s WINGNUT 0 12" O.C. FOR PANEL 1.1140T145 LESS THAN OR EQUAL TO 104' AND • V O.C. FOR PANEL LENGTHS GREATER THAN 104'. PANEL TO ANGLE DETAIL MBE (TYPJ eICONT. ® CONT. GLASS OR DOOR 1/4 -20 MACHINE 901.T & WINGNUT B 12" o.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104' AND• 6 "0.C.FOR PANEL LENGTHS GREATER THAN 104 ". FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE • CONNECTION 'TYPE 4' 1/4" MAX. FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION 'TYPE f' SEE MIN. SEPARATION PROM GLASS SCHED. CEILING /INSIDE MOUNT SECTION SCALE c 3" s 1• -0" EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEC ANCHOR SCHEDULE BASCO 014 TYPE OF STRUCTURE) 1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK, OR W000 FRAMING ISEE ANCHOR SCHEDULE BASED 014 TYPE OF STRUCTURE) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY 1441a IIUC L DITS'ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO . 5 5.OZ- 'a4 t • • O , "H• nuns 6199. drown P/ 00 [acme - AS NOTED c11•cr•d Opi V1K d..10n ti WIC ••.H 2 .H 7 dr.009 1111. 96 -110 • 0 SEE MIN. PANEL SEPARATION FROM GLASS SEINED. a.r.".", (l( EMBED. GLASS OR DOOR 1' x4'x0.055 . OR xi'x0.05S "ALUM. TUBE OR 2'x4'OR 2" • i" P.T. WOOD BLOCKING SCALE : 3" s THREE 1/4'0 W000 LAO SCREWS WI 2 -1/4" MIN. EMBED. • 24" O.C. MAX. CONT. 4' • 2S0' ALUM. PLATE OVER W000 MEMBERS * CONT. FOR WOOD BLOCKING USE 1/4 S.S. LAG SCREW W/ 1-1/2" PENETRATION INTO W000 SLOCKNO • 12• 0.C. FOR ALUM. TUNES USt 1/4 "0 S.S. LAG SCREW W/ 1-1/2" PENETRATION INTO CENTER OF STUDS LOCATED p 24. O.C. MAX. & ONE 1/4 - 0 TNRU BOLT W/ ACCESS HOLE • MIDWAY BETWEEN STUDS. TWO -1/4'0 S.S. LAG SCREW • 24' O.C. MAX. W/ 1-3/4" PENETRATION 04 CENTER OF STUDS • THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO • 72 P&P. WALL MOUNT SECTION (BOTTOM) W000 ROOF TRUSS OR FRAMING MEMBER - STUCCO FINISH OR / PLYWOOD SOFFIT V4" MAX. 014 SINS BETWEEN TRUSSES 24 O.C. SOFFIT CONNECTION DETAIL O SCALE 1 3" • 1' -0" •... FASTENER. LEE ANCHOR SCHEDULE • EXISTING CONCRETE. REFERENCE CONNECTION "TYPE 1" HOLLOW CLOCK OR W000 (USE ANCHORS FOR DIRECT MOUNT o FRAMING Inn ANCHOR ONLY • ol" OR 12' 0.C.. BUT DO NOT M 4 SCHEDULE BASED ON TYPE EXCEED SCMEoIAL0 SPACING. OF STRUCTURE/ o GLASS OR DOOR SEE MN. SEPARATION FROM GLASS SCHED. THREE 1/4 "0 WOOD LAG SCREWS W/ 2 -1/4' MIN. EMBED. • 24 O.C. MAX. PLACE ONE FASTENER TMRU HEADER r 4 "OR1'xIS" 052' CONT. ALUM. TUBE 16063 -Toll 0141015.12 "0.C. BETWEEN TRUSSES • 24' O.C. In Om ©CONY. In i v N O I 2 N g J J ... 0 , '� 4 : r I 2 1- N W n P _ _ _ FASTENER. SEE ANCHOR Al ' CONNECTION 'TYPE 1' EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SCE ANCHOR SCHEDULE RlFCRCN[E MBEQ l SCHEDULE BASED ON TYPE E MBEDJ OF STRUCTURE) WALL MOUNT SECTION (DIRECT MOUNT) SCALE l 3" • 1' -0" SCALE i 3" • 1' -0" SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE 1 1 -1/2" • 1' -0" ACCESS HOLE (TYP) O CONY. WALL MOUNT DETAIL © SCALE : 3" • 1' -0" 2 • 5' x 1/1 ALUM. PLATE (053 -Ti) INSIDE EACH SIDE. FASTEN W/I 12 SMS OR 3/16'0 POP RIVETS EACH SIDE AS SHOWN 112 T' O.C. 1' ALUM. TUBE W000 ROOF TRUSS OR FRAMING MEMBER STUCCO FINISH OR 1 PLYWOOD SOFFIT 1/4' MAX. • I IMAX. 015ION LOAD • 56 P.SJ,) ALT. SOFFIT CONNECTION DETAIL EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) FASTENER. SEE ANCHOR SCHEDULE CONT. W000 FRAMING REFERENCE CONNECTION 'TYPE 3' J4OTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. 1/4 -20 MACHINE BOLT S WNGNUT • 12- O.C. POR PANEL LENGTHS LESS THAN OR EQUAL TO 2 104" AND in 6' O.C. FOR 2 4 PANEL LENGTHS GREATER CI N THAN 104'. w -' 2 J 4 l p1 < = W < gs E MIN. SE FROM I u N GLASS SCHEDULE I CONT. FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE S" SOFFIT CONNECTION DETAIL O SCALE : 3" • 1' •0" APPROVED AS COMPLYING VI;TH THE SOUTH FLORIDA BUILDING CODE DAT BY r 1-r ; I 1 • AA. DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No q6 — 6 .0Z REQUIRED 1/2' PLYW000 1/4' MAX. 4 N 4 W ! < I L7 0 _ z E O m ce I . O I E- N ii o 11f i < NZ 3 Z WN Z Z co— Q 000 X • E 0Q:: < W 0. E o O a s in < O E E li c 4 • a r 4 ua z n Oil dr.wIl10 11.. 96 -110 .n..r 1 N7 Z GLASS OR DOOR ®r x2'x.093" ALUM. STUD ANGLE � — � - 3/4` PLYWOOD `� - Vrs TMRU BOLT 0 12 0.C. 1/4'0 RAWL CALK•IN • it O.C. WITH 7/11 MIN. EMI. IN CONC. OR HOLLOW BLOCK OR V4 ". LAG SCREW 9 24' 0.C. W/ 1-1 /2" MIN. EMI. IN W000 ® 2" x 2' x 1/8' CONT. ALUM. ANGLE 6063 -16 (MAX. DESIGN 10A0 • 72 PSF) 2' x 4" x 1/8' CONT. ALUM. TUBE (6063 -T1) O U "PASS THRU" DETAIL SCALE •3 "•1 — / 7c7 I ./ < -- MAX. 1/1' TILE I ; FINISH MATERIAL 1/4'. RAWL CALK -IN • GONG . MIN. 7/8' M. EMI. Ni OR HOLLOW BLOCK OR 1/4'0 1.40 SCREW IN WOOD. 7- 0 . W/ 1-1/2' MIN. EMe. 4 R WALL MOUNT O SCALE = 3" • 1' -0 1/4-20 S.S. BOLTS W/ WINGNUTS 9 MIDSPAN OR sr O.C. MAX. (TYP) ANGLE MAY VARY NON - STRUCTURAL FINISH MATERIAL BRICK OR W000 FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION 'TYPE 2 • 1/4' MAX. • .1 rxr. o.12rCWT. TO 4'x4'x0.125 6061-T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE O ALT. CORNER DETAIL SCALE . 3" • 1•.0' 6' 6' 1/ 1/4' ■20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1-1/2- • 1' -0 )/11'0 HOLE FOR FASTENING PANEL 2' x r ALUM. STUD ANGLE O FOUR 1/4'• RAWL CALK -IN ANCHORS W/ 7/1' MIN. EMBED. IN CONC.. 4' 0.C. PUNCH MOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINONUTS FROM THE INSIDE STORM PANEL INTERIOR © FASTENING (ISOMETRIC) SCALE. 3" • 1 -0" purrs. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD . 72 PSF) EDGE MOUNT DETAIL SCALE . 3" . 1' -0" . 1 •. 20 t r W/ N UT 9 s D O.C. �2 - x 2'x STUDDED ANGLE W/ 1/4.20 STUDS i WINGNUTS 12" O.C. 1/4 ■20 MACHINE . BOLT AND NUT 12' 0.C. - 1/4" • RAWL CALK -IN 0 4' O.C. W/ 7/8' MIN. ems. INTO CONC. OR HOLLOW BLOCK. Q 2 - x 5'x1 /0'CONT. ANGLE 6061 -T6 ALUM. /' x 3' x 1/4" ALUM. ANGLE 2 "x)'x1/6" ALUMINUM ANGLE 1 -1/2' : 1•V2 INTERIOR FASTENING ANGLE ASSEMBLY SCALE. N.T.S. 2 1- 2 1 4 0. t APPROVED AS COMPLYING WITH THE SOUTH ORIDA BUILDING CODE DAT Ea ► %I - _ 19.J BY L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. .g6 6526.0 1 W 1< 10. r ec I 1- in Z z J $ 0 m :FL L1 PE S' e3 AS NOTED) /96 O• .0 0 m m LL O N .N N ='I 3 4 1.; N Z m O m00 1 - 4 0. E O o . VJ. K .PROFESSION S Ol1EER a No. drawn *1 00 Or.v.no 96 -110 .A••. 4 of 997 ?/ 2c ?7 FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "'TYPE r d; k d rx 2 - r ■ r x 0.055' 0063 -T11 ALUM. TUBE r =4 r s' moves cONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) \--114 MACHINE BOLT• 0 "0.C. jamb THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 11/r MAX 2- x 2' x .00r STUDDED ANGLE n AL I rxr I 2 x I x 0.055' 0003 -TO ALUM. TUBE 2' xs - FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 2' u4 - '( Ax m EMe4 STUDDED ANGLE 1/4•20 MACHINE BOLT 0 WMGNUT • 1r O.C. OR • O' 0.0 FOR PANEL LENGTHS GREATER THAN IOW'. (TYP. TOP & BOTTOM) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE EMBED. 1 -1/2' MIN. x 3/4' TV( SCREWS OR 1/4-20 BOLT A140 NUT a 12' O.C. STAGGERED (TYP. TOP AND BOTTOM) x 3' 2' x4• x1/5' rxs- 11003 -T0 ANGLE t/4' -20 STUD & WINGNUT. PANEL PANEL TO ANGLE CONNECTION • 12" O.C. II- 1I =11 =! i =11 11 =I1- - u - a =a 1 1 =" Q) •�` ® COOT.} FASTENER. SEE ANCHOR • SCHEDULE REFERENCE CONNECTION 'TYPE 4' \ 0 CONT. 1 O ALT. TRAP MOUNT DETAIL SCALE 1 3 - 1 -0' L 1/1.-20 MACHINE BOLT & WINGNUT • 12" 0.C• OR•O O.0 FOR PANEL . e*KTNG CONCRETE, HOLLOW BLOCK. OR W000 1 LNON- STRUCTURAL ` LENGTHS GREATER THAN 104'. (TYP. TOP i BOTTOM) FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE / OF STRUCTURE) 2 -Ur fl THIS OCTAL MAY BE USED AT TOP OR BOTTOM OF PANEL. DAT r 2" x 2" ALUM. TUBE BUILD —OUT BYE STORM PANEL BUILD —OUT scwu 1 r • r-o- ' ' '' • ' ROC DIVISION P scAle , r • r -0- BUILDING COOS COMPLIANCE OFFICE ACCEPTANCE 6 Z /5a AS NOTED [drown by , 00 vac vac Grimm, design DI h.. 96 -110 shoe 5 N 7 exISTINO CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1 /4'0 RAWL CALK -M • 0' O.C. W/ 7/5' MIN. EMNEO. IN CONC. OR HOLLOW BLOCK CD =2'x.093' STUD ANGLE • • ~ 3r• �. 4 •, Tr. • • • �� • PASTIME* SPACING (INCHES) ANCHOR SCHEDULE - ANO SPANS REQUIRED PON VARIOUS DEVON EXISTING STRUCTURE ANCHOR TYPE L OAD (WI PSF MAX. 2' [DGE DISTANCE 11',ED E DISTANCE 5'•0' MAX. SPAN 7' -6" MAX. SPAN 10' •6" MAX. SPAN S' -0" MAX. SPAN 7' -6" MAX. SPAN 10' -6' MAX. SPAN CONNECTION 1 2 TYPE 3 4 S CONNECTION 1 2 TYPE 3 I. 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 S CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 62 : 1151111 9111111111n11W.1...1M 1/4 •• ITW TAPCON W/ 1 - V4' MIN. EmlIEDMENT 10 2 • 3 6 6 7 NA NA 1 Q 12 3 S • 1 12 • 12 12 12 4 . ANA • 12 Q Q 4 6 N 11 72 2 1 3 - - - NIA NA 3 • 12 ) 4 • 7 Q 7 9 12 12 6 • 6 11 12 12 I 4 • • 72 12 S 7 11 12 12 ) S 7 • SI NA 3 5 6 12 6 • Q 12 Q 4 S 9 10 12 NA 4 7 7 92 12 4 S NA 10 11 14A 3 6 NA 11 MA IU1 4 4 12 4 6 11 12 12 3 4 7 • 9 [NA 3 3 6 6 • NA NA 4 4 3 NA 14A NA 3 3 NA NA NA NA 5 KA 3 5 S 6 NA NA 3 3 4 NA NA NA NA MIN. 3.000 P51 CONCRETE (1 62 12 3 4 • • • NA 3 5 • 6 ` 3 NA 6 7 1 3 S 10 11 10 NA 6 7 12 12 ) 4 • 1 62 12 S 4 r11 12 12 3 4 7 • , NA 3 S S 12 S 7 Q 12 Q ) S • 10 10 NA 3 • 7_ • I I 1 - - - - - 1/4'• RAWL ZAMAC NAL-11 W/ 1-Vf MN EmEIN XT 7 2 12 4 5 / 10 11 NA 3 • 7 • NA NA 4 5 Q 4 • Q Q Q ) 4 • • / NA ) S 92 12 3 • 7 • 9 NA 3 S I 6 NA NA 3 3 Q 3 5 3 16 N NA 3 • 6 7 NA NA 4 4 62 1 1110 1 1=1 I• sHp 1.1010 • NA • 1 11 1• I2 I 0 I- 3 1 -1010 11 =1- 11;1 I�1•I- 1DD I - I0I0I 1110 NA 12 a 1.1010 4 • 12 110101 11 -1011 w 1 i J i 1 11 111.1" NA 11 3 NI 1/4 - 44 RAWL CALK -IN W/ 7/8 EMBEDMENT 4 1 /4-20 SIDEWALK SOLT (3/4 HEAD) Rte Q 7/7 72 Q 1 1 1 Q 12 12 S 7 • • 12 3 5 5 6 12 10 Q Q Q 12 6 • 12 12 12 4 6 1 10 92 12 • • 9 10 12 4 5 6 6 12 3 4 4 4 12 • 10 12 12 12 5 7 10 11 12 3 S 7 • 200 11 NA 3 4 4 7 NA NA NA 3 S NA NA NA NA Q 3 4 7 7 1 MA 3 • S 7 IA NA 3 3 _ 111 ii 1/4'43 [LCO FEMALE - PANELMATE W/ 1.4/4 MIN. EMBED. 2. 1/4 20 SIO[WALK BOLT 40 12 6 • 12 12 12 4 5 • • Q 3 4 6 6 12 6 • Q 12 Q 4 • 10 11 12 ) 4 7 • 62 12 5 6 to tt 12 3 4 6 7 1 NA 3 4 5 12 5 7 12 12 12 ) • • • 10 NA 3 5 6 72 12 4 5 • • II NA 3 1 6 • NA KA 4 L 12 4 6 10 11 12 3 4 6 7 • NA NA 4 S 92 12 3 4 6 7 • NA 3 4 4 6 NA NA 3 3 12 3 4 • • 3 MA 3 S S 6 NA NA 3 4. 200 6 NA NA 3 ) 4 NA NA NA NA 3 NA NA MA MA 6 NA NA 3 4 4. NA NA NA NA 3 NA NA MA NA N - 46 12 6 • 12 1 2 12 4 1 • 9 1 2 ) 4 6 6 12 6 1 12 12 12 4 • NA •0 11 12 ) 4 7 - • 62 12 5 6 10 11 12 3 4 6 7 9 NA 3 4 5 12 5 7 12 12 12 3 4 • • 10 NA 3 S 6 • t MALI 'PANELM ATE - W/ Lt /•- NfLMTE MIN. CMOEDMCNT 72 12 4 S • 1 11 NA 3 S • • NA NA 4 4 12 4 6 10 11 12 3 4 6 7 • NA NA 6 S 92 12 3 4 6 7 1 NA 3 4 4 6 NA NA 3 3 12 3 4 • • • NA 3 S 5 6 NA NA 3 4 200 6 NA NA 3 3 4 NA NA NA KA 3 NA NA NA KA 6 NA NA 3 4 4 NA NA NA NA 3 NA NA MA NIA -� « 40 1 2 3 1 1 12 1 2 1 2 5 7 1 0 1 0 12 4 5 7 7 12 1 1 1 2 12 12 12 7 3 1 2 12 12 5 7 11 12 �' 1 62 12 6 1 1 1 1 2 1 2 4 6 7 • 1 2 3 4 S 6 1 2 • 1 1 1 2 1 2 1 2 5 7 1 2 1 2 1 2 4 $ 5 • 1 /4 ^• ITW CO R HEAD OYNA•OLT SLEEVE ANCHOR W /I -1 /11 MIN. EMBED. 72 12 5 1 10 10 12 3 S 6 7 11 NA ) 4 S 12 7 1 12 12 12 4 6 10 11 12 3 4 7 • 92 12 A 6 • • 12 ) 4 S S • NA NA 3 4 12 5 7 12 12 12 3 5 • 9 11 NA ) 6 • 200 • NA NA 3 3 S NA NA NA NA 4 NA NA MA NA 10 NA 3 5 6 7 NA NA 3 4 5 NA NA NA 3 i 40 12 12 15 12 12 12 • 11 12 12 12 • • 1 9 Q Q 12 12 12 12 10 12 t2 12 12 7 10 12 12 ail) 0 -.....0 62 12512126$1�1263 6 1 12 12 12 4 S 9 10 Ti NA 3 • 7 12 12 12 12 12 12 8 11 1 2 1 2 1 2 5 7 1 1 12 _ 1 /4 ^• RAWL DROP-4N & 1 /4-20 SIDEWALK BOT 1 - 11 / 4 , P05 EMBEDMENT 72 12 • 11 12 12 12 5 7• • • 12 4 5 5 6 12 10 12 12 12 12 7 9 12 12 12 5 6 1 10 92 12 6 1 1 10 12 4 6 6 6 12 3 4 4 4 12 • 11 12 12 12 5 7 10 11 12 3 5 7 • 2 00 12 3 4 4 4 • NA NA 3 3 5 NA NA NA 11A 12 3 5 7 7 10 NA 3 4. S 7 146 MA 3 3 200 48 12 6 • 12 12 12 4 S 9 t0 11 NA 3 3 7 1 2 3 8 12 12 12 4. 5 3 12 1 1 5* ) 6 7 ■I7.111111111111111111 62 12 4. 6 11 12 12 3 4 7 • • NA NA 5 5 12 6 • 11 12 12 3 4 7 • B NA NA 5 S 72 12 4 S • 11 10 NA 3 • 7 7 NA NA 4 S 12 4 S 9 10 10 MA 3 6 7 7 NA NA 4 5 v4 - 44 ASHLEY QUICK-ELT ANCHOR W/ 1-1/4 /4 - 92 12 3 4 7 1 • NA NA 5 5 6 NA NA 3 3 12 3 4 7/ NA NA 5 5 6 NA KA 3 3 MN. [MSCOMILNT 200 S NA NA 3 3 3 NA NA 14A NIA NA NA NA NA MA 5 MA NA 3 3 1 NA KA NA NA NA MA KA NA NA PASTLNLR SPACING ( NCHES( ANCHOR SCHEDULE • L AND REQUIRED POR VARIOUS 0[0525 EXISTING 1 STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. 2 EDGE DISTANCE 3' EDGE DISTANCE 5 . -0" MAX. SPAN 7' -6" MAX. SPAN _ 10' -6" MAX. SPAN S' -0^ MAX. SPAN - 7 - -6" MAX. SPAN 10'-6 - MAX. SPAN CONNECTION 1 12 2 3 TYPE 3 4 4 7 5 • CONNECTION 1 1 2 NA TYPE 3 3 4 5 5 5 CONNECTION 1 6 2 NA TYPE 3 NA 4 ) 5 4 CONNECTION 1 12 2 3 TYPE 3 5 4 1 5 CONNECTION • 2 A TYPE 3 3 4 6 5 7 CONNECTION 1 7 2 NA TYPE 3 NA 4 4 5 S 62 . 111111111111111111111111111111111. V4 - • ITW TAPCON W/ 1 -1/4 MIN. EMB[OM[NT 10 10 NA 3 6 6 7 NA NA 4 4 S NA NA NA 3 11 5A 3 7 12 4 . ANA 7 5 5 1 NA NA 3 3 72 1 NA 3 5 S 6 NIA NA 3 3 4 NA NA NA NA 10 NA 3 6 7 6 KA NA 4 4 4 NA NA 3 3 92 7 NA NA 4 4 • NA NA NA 3 3 MA NA NA KA • NA NA 5 5 1 NA NA 3 3 3 NA NA NA NA 200 3 NA NA NA NA NA NA MA MA NA NA KA NA NA MA 3 NA NA NA NA KA NA NA NA KA MA KA NA NA NA 6 46 12 4 1 11 12 11 NA 3 7 • • NA NA 5 5 12 4 • 12 12 12 3 4 • 10 9 NA 3 6 7 62 12 3 4 • • • NA 3 5 • 6 MA NA 4 4 Q 3 S 10 11 10 NA 3 7 7 7 NA NA 5 S 6....--n 72 II NA 3 7 • 7 NA NA 4 S S NA NA ) 3 12 ) 4 9 10 • NA NA 6 6 6 NA NA 4 4 ' V 1/4 •44 RAWL ZANAC NAL-IN W / 1- VP 1K DSUON[NT 92 5 NA 3 S 6 6 NA NA 3 4 4 NA NA NA 3 10 NA 3 7 7 6 NA NA 4 5 4 KA NA 3 3 0 4 NA NA NA NA MA NA NA NA NA NA NA NA NA NA 4 MA 5A 3 3 NA NA NA HA NA NA NA NA MA S 7 11 12 12 3 S 7 • 11 NA ) S 5 12 7 • 12 Q 4 • 11 12 12 3 4 • ( 12 N 12 4 6 • 1 12 NA 4 S 6 • NA NA 4 4 12 5 7 12 12 12 3 S • 10 10 NA 3 6 7 1/4 - • RAWL CALK -IN W/ 7/11 EMBEDMENT & 1/4 -20 SIDEWALK SOLI (3/4 - 1 MEAD) 72 12 3 S 7 • 10 NA 3 5 S 7 NA NA 3 3 12 4 6 11 12 12 3 4 7 • 1 MA 3 5 6 92 13 3 4 $ 6 • NA NA 3 4 S NA NA NA 3 12 3 5 9 10 10 NA 3 4 6 7 NA 5A 4 4 200 5 NA NA NA NA 3 NA NA NA NA NA NA NIA W NA 7 MA NA 4 4 4 NIA NA NA 3 3 NA NA NA NA • - HOLLOW CONCRETI • IN t mmmgagm. • 1/4 - • (LCD FEMALE - PANELMATE W/ 1 -1 /4- MIN. EMBED. & 1/4 -20 SIDEWALK BOLT LB 12 • • Q 12 12 4 5 • 1 12 3 4 6 6 12 6 0 12 12 12 4 6 10 11 12 3 4 7 62 12 5 6 10 11 12 3 4 6 7 5 NA 3 4 1 12 1 7 12 12 12 3 4 • • 10 NA 3 5 • 72 12 4 5 • 1 11 NA 3 5 6 1 NA NA 4 4 12 4 6 10 11 12 3 4 6 7 • NA NA 4 S 92 12 3 4 6 7 1 NA 3 4 4 6 NA NA 3 3 12 3 4 • • 5 KA 3 5 5 6 NA NA 3 4 200 6 NA NA 3 3 4 NA NA NA KA 3 NA MA NA NA 6 NA NA 3 4 4 NA NA NA NA ) NA NA NA NA 43 12 6 • 12 12 12 4 5 • 5 123 4 6 6 12 4 • Q 12 12 4 6 10 11 12 3 4 7 3 62 12 S 6 10 11 12 3 4 4 7 9 NA 3 4 5 1 2 5 7 1 2 12 1 2 3 4 6 1 10 NA 3 S 6 M 1111%*1.111111M111M111, 1/4"• CLCO MALL - FANCLMATE - W/ 1-1/4 - TE MIN. CMOCDM[NT 72 12 4 5 • 5 11 NA 3 S 6 • NA NA 4 4 12 4 6 10 11 12 3 4 6 7 II NA NA 4. S 92 12 3 4 6 7 1 NA 3 4 4 6 NA KA 3 3 12 3 4 • • 1 NA 3 S S 6 NA NA 3 4 200 6 NA NA 3 3 4 MA NA NA KA 3 NA NA NA NA 6 NA NA 3 4 4 NA NA KA NA 3 KA NA NA NA 48 12 ) 4 1 5 1 NA 3 6 6 7 NA NA 4 4 12 4 , 6 12 Q 12 3 4 • 1 • NA NA 6 7 .,.� i t . 62 11 NA 3 6 7 7 NA NA 4 S 5 NA NA 3 3 12 3 4 10 11 3 NA 3 6 7 6 NA NA 4 S J 1/4 -44 ITW RED HEAD ONCMORL SLEt C MIN. EMBED. 72 1 NA 3 6 6 6 NA NA 4 4 4 NA NA NA 3 12 3 4. 1• NA NA S 6 S NA NA 4 4 52 7 NA NA 4 1 1 NA NA 3 3 3 MA NA NA NA • NA 3 6 7 6 NA NA 4 S 4 NA NA 3 ) 200 3 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 4 NA NA 3 3 NA NA NA NA NA NA NA NA NA MA ? 40 12 6 1 12 12 12 4 S 9 10 Ti NA 3 6 7 12 6 • 12 12 12 4 5 1 10 11 NA 3 6 7 62 12 4 6 11 12 12 3 4 7 • • MA NA 5 S 12 4 6 11 12 12 3 4 7 6 • NA NA S S 1 V ASHLEY O1 / AN CHOR M/ 1--11 /4 4 - AN MIN. EMBEDMENT 72 12 4 5 1 10 10 NA 3 6 1 7 NA NA 4 5 12 4 1 • 10 10 NA 3 6 7 7 NA NA 4 5 92 12 3 4 7 • • NA NA S S 6 NA NA 3 3 12 3 4 7 • • NA NA S S 6 NA KA 3 ) 200 S NA NIA 3 3 3 NA NA NA NA NA NA KA MA NA S NA /iA 3 3 3 NA NA NA MA NA NA MA NA NA • 1 ANCHOR NOTES. t SPANS & LOADS SHOWN HERE ARC POR ANCHOR SPACING ONLY. ALLOWABLE 'MUTTER SPANS POR SPCCIPIC L MUST BI LIMITED TO THOSE SHOWN N TABLE 1. SHEET 7. 2. ENTER TABLE BASED ON THE 1XI127IN0 STRUCTURE MATERIAL. ANCHOR TYPE AND ECRU DISTANCE. 3. CHOOSE DESIGN 10A0 GREATER THAN OR EQUAL TO NEGATIVE 0E31031 10A0 ON SU1L0•0 ANC CHOOSE SPAN GREATER THAN OR E01JAL TO SHUTTER SPAN. 4. REFERENCE SPACNO PROM APPROPRIATE CONNECTION TYPE. ESE CONNLCTNN DETAILS POR OEHTMK:ATION oP co551(11ON TYPE. S. 550555 EM10MENT AND EDGE INSTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WMCRE LAO SCREWS FASTEN TO NARROW PACE OP STL10 PRAWN). PASTEHER SMALL SE LOCATED N CENTER OF NOMINAL r a •• PM) WOOD STU0. W000 SMALL OE 'SOUTHERN PINE 0 . 0.15 OR SETTER 0E.t•SIT1. 7. ANCHORS SHALL BC NSTALLID N ACCORDANCE WITH WITH MANUPACTURERS RECOM/INOATIONS W/ MIN. E HGEOHENT NOICATEO ABOVE. •. V4-20 TRUSS HEAD SOUS MAY 111 USED N LRU OF 1/4-20 SIDEWALK BOLTS P F' KCYNOLI WASHERS ARE USED. 5. NA DESIGNATES NOT APPLICABLE. DO NOT USE. 10. (X151•0 STRUCTURE MAY SE CONCRETE. HOLLOW BLOCK. OR W000 PRAMNG. REFIR5MCE ANON)* SCHEDULE PON P ROPER ANCHOR TTPE BASED ON TYPE OF DOSTING STRUCTURE. ■ REGUIRID POR ORECT MOUNT • •- OR W SPACING ONLY. SPACINGS NOT TO CXCILD VA-UL SPECIFIED N ANCHOR SCHEDULE. • APPROVED AS COMPLYING WITH THE ' , r SOUTH FLORIDA BUILDING CODE ; DAT r %: 19 BY 6531■ I P .., M. DIVISION BUILDING CODE AMPLIANCE OFFICE ACCEPTANCE NO, b ' 6 t II vi l 1-1 u u 0 Ln N I 41 VI >! WI N � W z, Y 0' 01• 0.. 01 VI P .0 P1 P1 n1 N 4 0 N .N N 1 • W M Z co Z -. 0. 0 0. AS NOTED 3/94 0•si0n by VJK [chocks, • V JKJ •rswin• n•. 96 -110 C sneer 6 sf 7 .050" ALUMINUM STORM PANEL MADDEN MANUFACTURING CO. ANCHOR SCHEDULE LOADS ANO SPANS FASTENER SPACING (INCHES) REQUIRED POR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. 7/4" EDGE DISTANCE 5•-0" MAX. SPAN 7' -6" MAX. SPAN 10' -6' MAX. SPAN CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 000/ 1 -1/4- MIN. 48 U U 12 12 12 12 9 Q N H 12 • • 7 • • _II P1111111U WS U111111. • v4 - • WooD LAG WI 1 -3/4 515. THREAD EMBEDMENT SMEAR PARALLEL TO W000 ORAN 62 12 10 12 12 Q 12 7 1 • • 12 S 6 6 • 72 12 9 12 10 11 12 4 . 7 7 12 4 5 j$ S 92 12 7 9 • • 12 4 6 5 5 12 3 4 I 4 200 12 3 • 3 • 6 NA NA 5A NA • NA NA NA MA 1 -3/4 MIN. 40 12 12 12 12 12 12 9 Q • • 12 • 8 • • •1♦1111N11111IIIII�IIi11Ii1111. • 1/4 -0 W000 LA0 W/ 1 -)/4 MIN. THREAD EMBEDMENT SMEAR KULA* TO W000 MAIN 62 10101 181-1 I ©a 181- DD • 1 • 1010 1 -1- 1.1 - 1 CIO 1•1- i2 92 12 7 9 • 7 Q • • • • 12 ) • ) ) 200 t2 3 4 3 3 • NA NA NA NA 6 NA NA NA ILA • 1 ANCHOR NOTES. t SPANS & LOADS SHOWN HERE ARC POR ANCHOR SPACING ONLY. ALLOWABLE 'MUTTER SPANS POR SPCCIPIC L MUST BI LIMITED TO THOSE SHOWN N TABLE 1. SHEET 7. 2. ENTER TABLE BASED ON THE 1XI127IN0 STRUCTURE MATERIAL. ANCHOR TYPE AND ECRU DISTANCE. 3. CHOOSE DESIGN 10A0 GREATER THAN OR EQUAL TO NEGATIVE 0E31031 10A0 ON SU1L0•0 ANC CHOOSE SPAN GREATER THAN OR E01JAL TO SHUTTER SPAN. 4. REFERENCE SPACNO PROM APPROPRIATE CONNECTION TYPE. ESE CONNLCTNN DETAILS POR OEHTMK:ATION oP co551(11ON TYPE. S. 550555 EM10MENT AND EDGE INSTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WMCRE LAO SCREWS FASTEN TO NARROW PACE OP STL10 PRAWN). PASTEHER SMALL SE LOCATED N CENTER OF NOMINAL r a •• PM) WOOD STU0. W000 SMALL OE 'SOUTHERN PINE 0 . 0.15 OR SETTER 0E.t•SIT1. 7. ANCHORS SHALL BC NSTALLID N ACCORDANCE WITH WITH MANUPACTURERS RECOM/INOATIONS W/ MIN. E HGEOHENT NOICATEO ABOVE. •. V4-20 TRUSS HEAD SOUS MAY 111 USED N LRU OF 1/4-20 SIDEWALK BOLTS P F' KCYNOLI WASHERS ARE USED. 5. NA DESIGNATES NOT APPLICABLE. DO NOT USE. 10. (X151•0 STRUCTURE MAY SE CONCRETE. HOLLOW BLOCK. OR W000 PRAMNG. REFIR5MCE ANON)* SCHEDULE PON P ROPER ANCHOR TTPE BASED ON TYPE OF DOSTING STRUCTURE. ■ REGUIRID POR ORECT MOUNT • •- OR W SPACING ONLY. SPACINGS NOT TO CXCILD VA-UL SPECIFIED N ANCHOR SCHEDULE. • APPROVED AS COMPLYING WITH THE ' , r SOUTH FLORIDA BUILDING CODE ; DAT r %: 19 BY 6531■ I P .., M. DIVISION BUILDING CODE AMPLIANCE OFFICE ACCEPTANCE NO, b ' 6 t II vi l 1-1 u u 0 Ln N I 41 VI >! WI N � W z, Y 0' 01• 0.. 01 VI P .0 P1 P1 n1 N 4 0 N .N N 1 • W M Z co Z -. 0. 0 0. AS NOTED 3/94 0•si0n by VJK [chocks, • V JKJ •rswin• n•. 96 -110 C sneer 6 sf 7 .050" ALUMINUM STORM PANEL MADDEN MANUFACTURING CO. STORM PANEL SPAN STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) FOR ALL MOUNTING CONDITIONS L min. (FT -IN) 30.0 10 - 6 35.0 10 -4 40.0 10 - 0 2 3 50. 4 -0 . 0 - 2 60.0 8 - 9 62.0 8 - 7 65.0 8 - 5 70.0 7 - 10 72.0 7 - 7 75.0 7 • 3 80.0 6 • 10 90.0 6 - 1 100.0 110.0 !E 3 130.0 4 - 2 140.0 3 - 11 150.0 3 - 8 160.0 3 - 5 170.0 3 • 2 100.0 3 - 0 190.0 2 - 10 200.0 2 - 9 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR NO BAR 30.0 3- 0 2 3 1 -1/8 4 -0 2 3 1 -1/4 5- 0 2 3 1 -1/4 7- 0 2 3 1 -1/2 8- 8 2 -1/8 3 2 -1/8 10 - 6 3 -3/4 3 -3/4 3 -3/8 40.0 3- 0 2 3 1 -1/8 6- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -5/8 8- 8 2 -1/2 3 2 -1/2 10 - 0 3 -3/4 3 -3/4 3 -1/2 50.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 -. - - 2 I 1 -3/4 I 2 -3/4 © 2 -3/4 1 3 -3/4 1 3 -5/8 60.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -7/8 8 -8 3 3 3 9- 0 3 -3/4 3 -3/4 3 -1/4 70.0 3 -0 2 3 1-1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 6- 0 2 3 1 -7/8 7 -0 3 3 3 8-8 3 -3/4 3 -3/4 3 OW I I I - - i 1 IMO - 3 - - : I - - IMM - - OM j i I 1 t I -.I - i ! I i , 9 MW MEd - - ! - i I i -. - - s I 1 I I 1 IMMI -+ 1 1 t i 1 c • T A B L E 1 ■•/'c /c7 •r• • 130 125 120 115 110 105 100 95 90 85 80 PANEL SPAN - DESIGN LOAQ DIAGRAM 30 35 40 45 50 55 60 65 DESIGN LOAD - NEGATIVE PSF 70 75 80 A ?FROV'ED AS COMPLYING W':TH THE SOUTH ORIDA BUILDING CODE DAT it :: N B L E 2 BY PRODUCT ' •OL DIVISION BUIL';NG CODE COMPLIANCE OFFICE ACCEPTANCE NO. - d 57.4 . nZ NOTES, 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER L0A0 OR LINEAR INTERPOLATION AY BE USED TO DETERMINE ALLOWABLE SPANS. 4. PANEL SPAN - DESIGN LOAD DIAGRAM MAY BE USED FOR INTERPOLATION OF PANEL SPANS AT A GIVEN LOAD. • P en T 0 9- ve 11.O NX 1 • 10' W N 2 0 000 4 v 0. r 0 0 . ' • O I x' • >i : NI WI P• =; • }. Oi u• V.J. KNE PROFES -FL Li se Na PE •• X913 2/H BUILDINGS GREATER THAN 60 FEET HIGH MEAN ROOF ELEV FEET DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE D ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE 5 5 6 7 5,6,7 5 6 7 + - - - + - - - 10 35.5 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 53.0 EVALUATE NEGATIVE LOADS AT ROOF ELEVATI ❑N 20 38.5 56.1 30.2 56.6 60 40 46.9 64.5 50 50.0 67.4 60 52.7 69.9 80 57.2 59.6 90.5 121.3 74.0 77.1 117.1 157.0 100 62.5 65.0 97.9 130.8 77.4 80.6 122.4 164.2 120 64.3 66.9 101.6 136.3 80.3 83.6 126.9 170.3 140 67.1 69.9 106.1 142.4 82.8 86.2 130.9 175.6 160 69.8 72.6 110.3 147.9 85.1 88.5 134.5 180.4 180 72.1 75.1 114.0 153.0 87.1 90.7 137.7 184.7 200 74.3 77.4 117.5 157.7 88.9 92.6 140.6 188.6 220 76.4 79.5 120.8 162.0 90.7 94.4 143.3 192.2 240 78.3 81.5 123.8 166.1 92.2 96.0 145.8 195.6 260 80.1 83.4 126.7 169.9 93.7 97.6 148.2 198.8 280 81.9 85.2 129.4 173.6 95.1 99.0 150.4 201.7 300 83.5 86.9 132.0 177.0 96.5 100.4 152.5 204.5 320 85.0 88.5 134.4 180.3 97.7 101.7 154.4 207.2 340 86.5 90.1 136.8 183.5 98.9 103.0 156.3 209.7 360 87.9 91.6 139.0 186.5 100.0 104.1 158.1 212.1 380 89.3 93.0 141.2 189.4 101.1 105.3 159.9 214.4 400 90.6 94.3 143.3 192.2 102.2 106.4 161.5 216.6 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH DESIGN LOADS -PSF EXPOSURE C MEAN ROOF ELEV ROOF SLOPE > 10 DEG. ROOF SLOPE = <10 DEG. ZONE ZONE ZONE ZONE ZONE ZONE 4 &5 4 5 4 &5 4 5 FEET + - - + - - 15 43.2 45.9 57.2 39.6 42.0 52.1 20 46.9 49.9 62.1 42.9 45.6 56.6 25 50.0 53.1 66.2 45.8 48.6 60.3 30 52.7 56.0 69.7 48.2 51.2 63.6 35 55.0 58.5 72.8 50.4 53.5 66.4 40 57.2 60.8 75.7 52.4 55.6 69.0 45 59.1 62.9 78.3 54.1 57.5 71.4 50 60.9 64.8 80.7 55.8 59.3 73.6 55 62.6 66.6 82.9 57.3 60.9 75.6 60 64.2 68.2 85.0 6 58.8 62.4 77.5 DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE f 16557 THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL- FAROOQ CORPORATION. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AL- FAROOQ CORPORATION (EXCEPT, HOWEVER, FOR THAT PORTION OF ASCE 7 -88. SET FORTH HERON). � 1l i4 i .1 /� , ,- • . • • - -, ',, _1997 ., , 'p • ;. ( -, AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING 1235 SW 87th AVENUE MIAMI, FLORIDA 33174 (305) 264 -8100 a J C ` 94-01 786 NOTES: BLDGS. 60 FT. HIGH OR LESS a = 10% OF MINIMUM WIDTH OR .4h, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. h NOTES: BASIC WIND SPEED: IMPORTANCE FACTORS: TRIBUTARY AREA: WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 & ASCE 7 -93 I 110 MPH 1.05 20 SQ. FT. BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON - COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS. a = 5% OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. Date Legal Description,CE Owner/Lessee / Tenanthi/////3/11 %4 { 61 ster Permit # 99, 90 Owner's Address // , 0 9/ T e e ms / h , q / 1 2 ` - k,erS ,..Phone ( . 6 ' 6 1 ) % ! 75 4..74.3 Contracting Co. a-(-/5 Address 975J 7)7,e /e //o y oe/2,% , a .l Qualifier ..,k-4 (/ e SS# / Phone eS� 77g- ® 9 � State # SCGO L{q S 3 4 Municipal # Competency # Architect/Engineer //1. Address Bonding Company 0/4. Address Mortgagor /A Address Permit Type (circle one)(BUILDIK) ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION S%41 /J,c) (F3) AccA 2 - ST©21-k Square Ft. / �O WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Notary as to Own or Co do Pre ident My ,P • • 6 = on Exp s elan 1t � bf36 QS =q. ; ;= MY COMMISSION # October 26, 2002 BONDED THRU TROY FA, \:NS.:RA\CE, L C. FEES: PERMIT APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address //4 /rte 9/ Tax Folio // o� ©.� ���" e `f-3 RADON �t a.ofo ate C.C.F. 3 Historically Designated: Yes No Estimated Cost (value7" 7 7 • Signa No My Co Contr or or Owner - Builder as to Contractor .% • r -: uil er m1n Expires: t MY COMMI S C 61 6 E IRES a` October 26, 2002 ; BONDED THRU TROY FAIN INSURANCE, INC Building ) 11 / 141 Electrical Ins. Co. OiALLACE W Ee.0 i4 4- ()Ju 4- 1,PGt•lAM NOTARY L BOND 1423: TOTAL DUE_ 4 ate Plumbing Structural Engineer 28? TYPE 1 E I r I H E R T Y P E I IIESE 03/02/00 '0:45 11 •.055 1 12 • .076 HEADER -CLG. O MOUNTED SCALE: HALF SIZE 052 o_ SCALE HALF SIZE .0 0 0 .048 Ill 282 A PE 2 r Ac .966 ro 22-+• r2 S80 1.193 I O n T Y P E 2 C E P r A B I ARE IN TER( GEABLE lYP. SLATS 2.420 1 .600 11 •.055 12 • .076 13 • .097 HEADER WALL MOUNTED .875 ..483 052 GENERAL NOTES: 1 THIS ACCORDION SMU TER Sys Um IS DESIGNED IN ACCORDANCE WITH THE SOU TH FLORIDA BuILOING COOE 1991. EDITION j POSITIVE ANO NEGA TIVE DESIGN PRESSURE C MAUL TIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 - MINIMUM OESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES" TABLES SHALL BE REFERENCED A T APPROPRIATE DESIGN LOADS 3 ALUMINUM EX TRUSIONS SHALL BE 6063- T6 ALUMINUM ALLOY. U 0 N L EACH SHUT TER ASSEMBLY SHALL BE PERMANENTL LABELED A T BOI TOM END OF THE LOCKING CENTERMA AS FOLLOWS ROLL -A -WAY STORM & SECURITY SHUTTERS MIAMI. FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED S ALL BOLTS ANO WASHERS SHALL BE 7024 - T4 ALUMINUM ALLOY STAINLESS S TEEL . OR GALVANIZED STEEL wPFH A MIN F • 33 KS1 POP RIVETS SHALL BE 3/16 "0 5052 ALUM A 6 ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM A T CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER IVERT ) LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTEC TION 7 THE DE1 AILS AND SPECIFIC A TIONS SHOWN HEREIN REPRESENT THE PRODUC TS TES 1E0 FOR IMPAE r CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI -DADE COUNTY PROTOCOLS PA 201. 202. AND 203 8 OESIGN IS BASED ON CONSTRUCTION TESTING CORPORA IC 1 C 1 TEST REPOR No 96 -021- AND 96 -037 9 TOP DETAILS MAY ALSO BE USE0 AS SILLS 10 FLOOR TRACKS MAY BE REMOVABLE AT NON-S T ACKING LOCATIONS USE REMOVABLE ANCHORS SUCH AS CALK -IN ANCHORS 11 (HE PERMIT HOLDER SHALL VERIFY THE AOEOUACY OF THE EXISTING STRUCTun( 10 SUSTAIN THE NEW SUPERIMPOSE0 LOADS ANO TO VERIF ALL DIMENSIONS Al THE JOB 511E BEFORE COMMENCING wiEH THE WORK 12 ANCHORS SHALL DE INS TALLEO IN ACCORDANCE WITH MANUFACTURER'S RECOMMEND* !IONS EMBEDMENT LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER FINISHES 11 r2 11 0 0' 0 P SC 0 N .0 0 ✓ ALE HALF SIZE 0.048 0.125 0.107 I 11 • .0SS 12 • .076 13 • 125 SCALE: HALF SIZE 2.775 2.586 384 16510 248 285 00 S TAINLESS STEEL 0111 ASSEH HOLE 1.60.0 MOLE �� NYLON N wHEEL IN Roe( TEO IN PLACE 056 3.840 MAX. BUILD -OUT WALL HEADER 0 956 3 761-8811176/ I1.00 INSERT SCALE HALF SIZE 4 30 1.840 115 • 2 30 MAX I 3001 TOP o f 0 ( I - T L L 2T- I 94; 375 0 19 0 y _� ���73a •lAx BOTTOM BUSHINGS SCALE Full SIZE 2.470" .945" . .600"..620" SILL -WALL MOUNTED SCALE: HALF SIZE 2.984 2.795 11 • 055 12 ..076 13 . 097 • 608 1 115 _ 322 CKING ARM SC Al E HALF SIZE 1/8 THICK STAINLESS TEEL 485 1 1 I , 3 0 1 , 4 . 300 CARRIER 322 m 748• 060 150: 050 0 ADJ. SILL -TOP O ADJ. SILL-BOT. 0 FLAT END SLAT SCALE HALF SIZE • 3.245 .. 2_41.1 - - -- -- 1 312 1 J I I 114 2 37) • 3 049 SCALE HALF SIZE 51010 63000 2 16510 285 0 0 60, n of 060 If »_ 1 250 3 91.9 1 391 1891 SCALE HALF SI 12 I U 612 0 0 1 151• f 1 350 I -SOD" LOCKING CLIP CENTER MATE 1 w/ LOCKING ROD j11 1211 112 } 48 JI 875 1 )� 181.0 1 „ l . 055 l 12 , 076 WALKOVER SILL 1 g FLOOR MOUNTED SCALE HALF SIZE SCALE HALF SIZE .055 1 (TYP 1 I 0601 0 T o l nI 1 90 _4Z5_3 0 - 1- 095 1 ` I - ILL - 9 ! !165_9 --- _L101 SCALE HALF SIZE 0 315' R 0 SC .I, E HALF SIZE 160 110 550 .0 165 10 - 285 0 0 INSIDE HANDLE SHIM (NYLON) SCALE HALF SIZE APPROVED AS COMPLYING WIT} THE SOUTH • ORIDA :UILOINC CODE DATE BY 3 2600 PRODUCT C • ROL DIV S UIV BUILDING CODE COMPL:MCE 0ri'CI ACC[ ?►ANCE 110._ = 03�.p/ 050 .025 17r•1 ALE• HALF SIZE 1 250 SCALE HALF SIZE 3.465 3 267 510 1 0 630 00 0 L 35 R 0 1 35' R 060 345 CENTER MATE 2 W/ LOCKING ROD 1 • 0 200 -0505 R � - 150 0 315 17 CKING ABM ALIGNMENT BUSHING (NYLON) 0 N ra Yu 1 . n 1 o f 0 z d U 8 Zz 1 j_ Q • I N 0. V u W 3 ti 0 < a w o u 0 o a o a S g 01 214 .e E N W = S R • "u IS > U H 7 H `1 W Z , Y m 0 D ° § 3 0 W Z 0 In N N Z W 00 O W 0 i z JS . I . 5 Z w m 2 O F w A L o 1 mcamasramm I V J KN. -VI I PnorF:.SI: HAL E . INLLI 1 C (1 e1 Nrl Pi lC) C190 :1 1 1 - 200 07/23/96 a•••9n or in.l( v. ar ...•nq no 00 -827 Sneet 1 Or 6 • • z a N z • • 2 - 1/L" SINGLE ARM LOCK 03/02/00 10:45 TOP TRACK ALT. LOCATION OF LOCKING MECHANISM A T SIDE SECTION BOTTOM TRACK N f S ,— SINGLE ARM LOCKING MECHANISM A r CENTER OR SLOE OF SHUT LOCK HAY 8E INSTALLED ON INSIDE OR OUT SO( OF SHUTTER CIE ANM LOCKING M(CHANISM A CENIER OR SIOC OF SHUT rER LOCK MAY 8C INS CALLED ON INS■OE OR Our SLOE OF S"u T TER SEE FASTENER SCHEOULE OP TIONAI DRILL S /E'e MOLE FRO Bo TOM OF (x TRUSION o BEFORE ASSEMBLY FOR TRUSS HE AO BOL 1 IT YP ) TYPICAL ELEVATION PLAN VIEW VARIES - NO LIMIT (DOES NOT REPLACE S NGLE ARM LOCK) OPTIONAL CLOSER HANDLE 3/1 MIN 1 -1/2 MAL REMOVABLE FLOOR TRACK DETAIL SCALE • 3". I' 0 (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSES; HANDLE LOCKING MECHANISM CAN BE @ IE ABOVE OR BELOW CENTER 0 T 6) JOINT BETWEEN REMOVABLE ANO FIXED SILL Alum ANGLE ,// )/16 - 0 POP RIVET (517 0C PLAN VIEW 6 -1/1 SECTION 0 ITYPI AS rENEP (A Z1 0C (SEC ANCHOR SCHEDULE FOP ANY A(((P r ABLE ANCHOR) ASSEMBLY FASTENER @ 2)." O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). OP IIONAL ACCESS HOLE (X S TwG S 1 RUC ruRE FAS TENER 'TYPE a SEE SEC TION M ON SHE(' 1 1 FOR COMPLE r INFORMA TION INSIDE CLOSURE (xISiIN � 'T HANDLE w/ GLASS JJJ SHIM 651 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INS TALLEO ON INSIOE OR OUTSIOE OF SHUT TER MIN. SHUTTER SEPARATION FROM GLASS. ISEE SCHEDULE SHEET SI. DISTANCE TO BE MEASUREO FROM BACK OF SHUT BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. — '7 L.J I SINGLE ARM LOCKING I MECHANISM A r CENTER OR SIDE OF SMUT TER LOCK MAY BE INS TALLED ON INSIDE OR Our SID( OF SHUT TER MIN SHUT TER SEPARATION FROM GLASS (SEE SCnfOUlf 5HE(T SI DISTANCE ro BE - , EASURED FROM BACK OF SHUT rER BC AOC OR FROM HANDLE NHEN MOON T(O INSIDE INSIDE CLOSURE •r - HANDLE w/ S HIY. SCALE I • F - V 0 • uSE0 vl1H PIECES 951 LOCKING PIN SC ALE 1 - 1,1 - . r -o E N Q • ANO Q OPTIONAL PLAN VIEW 1 I •P 1 FASTENER 24 O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FASTENER (a, I1 0 C 15E1 ANCHOR SCHEDULE FOR ANY ACCEP CABLE ANCHORI 1 XIS r■NG GLASS a• 1/7 - 2" MIN. ] MIN CARRIER BUSHING Q 11 7/16" 00. • 06 - LONG NYLON TOP BUSHING 5110 2 SMS MANUFACTURED FROM at 10H1 OR 18 -8 STAINLESS STEEL W/ XYLAN S200 FLUOROCARBON COATING 1. 160 - e . 050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP TOP L BOTTOM) APPROVED AS COMPLYING WITH TN[ SOUTH RORIOA BUILDING CODE D,1T 4 /3 PRODUCT CO. ROI. DIV S ON BUILDING CODE COMPI:(icL Off ICI ACCEPT .NC[ NU 00- 03 3/8" 0 0 . 0 90 LONG NYLON BOTTOM BUSHING O 51 )0 3" Sr-IS MANUFAC TUREO FROM A110HT S TAINLESS STEEL M/ xYL AN 5200 FLUOROCARBON CO* TING S 160 e A DSO" THICK 300 SERIES 5r A■NLESS STEEL WASHER (rYP TOP L CREW BUSHING & ROLLE BUSHING ASSEMBLY SCALE HALF SIZE Z� -w W - D < 0 — O ¢ Oa 1/) (1) K w •0 LO z U _ 0 z W N W 1,1 Zo Y (, A. No IC0 i 1 20 r shCer - 2 or 6 0 0 0 0 - -- -ll- ( V ,1 KNEZE) /1C) 1 'RU,ESSIONA 'L N(' E(I f - L Ir. ns: No I'E. 0 1 903 0 S- I: 0)/ 2 3/ 9G IC II ( 1).t.on U i ,� 1 . .- v .t .��I vI 00 -827 GLASS OR 00011 MIN. SHUr TER SEPARATION FROM GLASS ISE( SCHEDULE SHEET SI 03/02/00 10: GI ASS OR DOOR WALL MOUNT SECTION ( XIS TING CONCRETE MASONRY OR A1000 Sr RUC ruRE SEE _ •� r ANCHOR SCHEDULE. r VP / 7 _FASTENER SEE ANCHOR C / SCHEDULE REFERENCE CONN(C LION 'TYPE S - i;,,/ ( +0(D Our OO NO (x(((O / TI 6 • SPACING ./ - CONT (ON 1 MIN SHU TER SEPARA TION FROM C/ ASS AL IT ANGLE LEG DIRE( riot./ REvERSEO ANGLE LEG HAY BE FROM ONE ANGLE OR FROH BOTH ANGLES 1 Y 1 F ASTENER, SEE ANCHOR SCHEDULE REFERENCE C()NNE( 7 10N 'TY'PE S• Bur 00 NO ExCEEO 6 SPACING 1/2 1/ 04E1E0 1/2 EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1 ROLLER ASSEMBLY 0 /2 TYP. EVERY OTHER PIN FASTENER, SEE ANCHOR SCHEDuLE REFERENCE CONNEC 'TYPE 1 - I wo I /L - MA(111NE BOL IS w/ NU7 OR •IL 7E4 SERE,,, ( d 12 0 ( I TV P T OP L 80770111 !SCE SCHEDULE SHE r ST 9- ) /16 " MAx 0 C Y n )CON7 1/ 2 NOTE BO TOM MOUNT DE FAIL H A Y B U S E O A T TOP CONT E 0 BUILD -OUT MOUNT SECTION scALE : )-•• 1'- 0 1 /t MAX. Oe 1) CON 1 /L' MAX 1/2 MIN. SHUT TER SEPARA 71014 FROM GLASS 1SEC Z SCHEDULE SHEET 51 < w+ y F " GLASS • = OR 00011 ON l /16 • POP RIVET p •-<";* j 0R 112 ((K SCREW (r6 6 0 C. I T Y P I x a < W E., 0L0 W N W ASSEMBLY N ALUM, ANGLE w/ ) /16 - e POP RIv( rs CB 6 0 C FASTENER, SEE ANCHOR SCHEOUCE REFERENCE CONNEC 71014 TYPE 4• O CEILING /INSIDE MOUNT SECTION B — t/L -/0 114(1.INE 801 w/ 140! ( n l 1 2 o ( I r r P Top L BOriOMI ROLLER A SSE118l 1/.. MAX 1 /L MAXJ E XIS TING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. SCALE ) ": i - 0' f Y (v(fl Or11(R PIN EDGE CPS r EDGE CPS GLASS OR DOOR )/ 6 "• POP RIVET 6" 0.7 IT YP 1 1 /L' MAX, MIN SMUT TER SEP4RA TION TROT" GLASS SEE S(11EOU(E SHEET 5 /f (HOED SCALE 7". i'- 0` EXISTWG CONCRETE. MASONRY OR w000 STRUCTURE- SEE ANCHOR SCHEDULE. TYP FASTENER. SEE ANCHOR SCHEOUIE. REFERENCE (0NNE7 710N 'TYPE 3' t /L' MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SuPPOR!- STAGGER ANCHOR 1 /1 OFF CENTER REFERENCE (OHNE( TYPE 1 GLASS oR 0000 U 0 N - FASTENER. SC( 414(11012 SC11EOul( RE`ER(N(E CONNEC r10N •TYPE 2' 1 V P TOP 1 80110M I/ FAS T(NER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 2 r E xIS TING CON(R( r 4 SONUr 011 w000 SIUt1(luu( SE1 ANCHOR SC11(Jul, E r .l 1/l 1144 BUILD -OUT MOUNT SECTION wN. SHUTTER S(PARA TION FROM GLASS (SEC SCHEDULE SHEET S1 -) /L M - V Ci! FAS SEE ANCHOR SCHEDU17 REFERENCE C01414EC 710N - TYPE 2 118( 1/2 ALT ANGLE LEG DIRECTION IrYP SCALE l' 1 . - 0 . 0 CONT - FOR LARGER SPANS USE Two 2 • S AL. ANGLES ISEE SCNEDuLE 1 TYPE C) FAS TENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r 11 CON FOR(4RGER SPANS USE Iwo T • S Al ANGLES 15EE 5C11EOU17 1 1207 (1 BUILD -OUT MOUNT SECTION MIN SEPARATION FROM GLASS SCHEDULE SHEE 1 5 EMBED 1/1 -20 MACHINE 801 w/ NUT (ib12'OC (TYP TOP L 80770111 SCALE l 1 FAS TENER -SEE ANCHOR SCHEDULE- REFERENCE CONNECTION 'TYPE 7 BUT 00 NOT EXCEED e -1/2 SPACING /L MAX, ll /L MAX 0 TOP t BOTf011 ti GLASS OR 0000 u O ut O f LE0 :EO I G® FLOOR MOUNT SECTION EM8E0 .IH SHUTTER S(PARAIIOHF GLASS IS(E SCHEDULE SHEET SI l CHL1E0 SCALE 1 ' 1 0 " r • 2' • .oSO ALUM, rust 7YP. TOP L 80TT011 £XIS TING CONCRETE. MASONRY OR w000 STRUCTURE. SEE ANCHOR SCHEOULE. TYP, 2 O MAx r1 6 2z 0 1/L MAX L • MAX F A5 7(14E0 SEE 414(1,00 SCHEDULE REFERENCE CONNC( 110N - TYPE 1 Bur DO NOT ExC(70 0.1/ - SPACING BUILD -OUT MOUNT SECTION APPROVED AS COMPLYING 'MIDI Nit SOUTH FLORIDA UILDING CODE OAF( /3 2000 BY /J • I • " s i CO O! OIV1S'ON o ) N R i ICCLPTA. Cf IA) 00 -d, 0-�. of x a ✓ ✓ 1/L MAX 16 UIJId).A; CODE COMPLIANCE OFFICE F AS 1(14(0 SEE ANCHOR SCH(0017 REFERENCE (O14N(C TION - TYPE ]- ( [IS TING CONCRE MASONRY OR '4000 S1RV( SEE ANCHOR SCHEDULE- 720 0 N 1 N C) z Z;_" N - W W <a — O U¢ o4 (O N cr Q w O Z 0 Z WI" N W Z O Y v • O ^ � O - • r I 11_ Lim PE MAR 0 a•I.n o V1.1 F V J KNEZ r I PIIOFESSION ONE( II e• 11 Nu 090 :1 CO 0 (V 0 1) 0 R n C7 (1) 1— L 12 717)1961 1 1 (.s � o 0 , 4rn 011 o JC (1,..1..0 .l CI • -•np no I 00 -827 1 sneer ) 0 6 ) ALUM BEAM 8. SHUTTER SCHEDULE DESCRIP SHUr SPAN BEAM SPAN Z" . 5" 9- -S- r... . 125 8' -0 8 -1 1r . 12S" 10' -0 7' -6 S - -0 I1 - -0" T.. • 072" 8' -0 12 -0 TI • 77'. 10.0 S -0" IS .5 Z" . 9 1.. . 072 8 -0 13' - 1 - 71 • 221 10 0 12' 1 - 03/02/00 10:48 EXISTING STRUCTURE THREE S /16 - • CALK -IN p 3 -1/6- 0.(. WI 1 M161. EM6E0. IN CONC. OR HOLLOW BLOCK W/ ) -) /1. MIN. EDGE OIS T. GLASS OR 000)0 GLASS OR 0008 - IHR(E $/1■ (ALK - IN (r, ) -1 /8 0 ( w/ 1 H1N EH8(0 IN (ON( OR HOLLOW BLOCK w/ )- 3/1 111N EDGE 0 N a N 4 °d e- I.. 4 ° EMB. • a a � a ,• O TOP SUPPORT BEAM DETAIL H E XIS r7NG STRUC WPC MIN. SNOT TER SEPARATION FROM GLASS HIN SHUTTER SEPARA 7IONFROM GI ASS E a° a ISE( SCHEDULE SHEET S1 (MAX. DESIGN LOAD 72 PSF) SCALE 3 1 15(1 SCHEDULE SHE( 1 SI AL r. LEG DIRECTION )/16 "0 POP PIV(1 Oq •11 1EK SCREW (8)6 0 C 1010 * 55(18). r • 3 • I/t • 0• -6 6063 -16 ALUM. ANGLE THREE -1 /1 THRU BOI TS 1 MIN. ACCESS HOL 17 - I I MIN 2" . 7 . 1 /1 . 6063 -16 AL1J11 ANGLE THREE - 114 - • THRU 80L IS AL t LEG OIREC 1)0N (MAX. DESIGN LOAD 72 PSF) rt _ O 0 BOTTOM SUPPORT BEAM DETAIL SCALE . )•'. 1'. 0" AIuM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION 1 MAX. HORIZONTAL SPANS! 1/t -20 S.S. MACNINE S(REw 1 NUT p 12- 0.C. USE THRU BOLT 09 ACCESS F SQIE AS SHOWN IN OE T AIL 3 1 /t MAX. 3/16"0 POP RIVET OR 412 r(K SCREW (A6 "0C AL 8EAR 15E1 BEAM SC11EO•11 ABOvE FOR BE AH OE SCRIPEION 1 MAX HORIZONTAL SPANS) 1/1 •20 5 5 MACHINE SCREW 1 NUT (dl 1 2 - 01 PROVIDE 1 ACCESS HOLE IN 80E 1011 OF BE OR USE 1 1)0 BOL r AS SHOWN IN Of T AIL NOTE I USE BEA 5 1H( UIE FOR OETAILS(H ANO 7 5 TER SPAN 70 BE LIMITED r0 171051 SHOWN IN I ABLE. SH(E r 5 3 BEAM SPAN SHALL 81 CON/510(8(0 AS 10( 0151AN(1 1-9011 (OF SUPPORT TO (OF SUPPORT r GLASS OR 0009 C PLYw000 *NO S 1UC(O FINISH . 3 . I/8 OR 1 • 1 • 1/8 6063 - 16 ALUM TUBE MIN. SHUTTER SEPARATION FROM GLASS ISE( SCHEOUEE SHEET 51 1/2 1/1 MAX 1/1 -20 S.S. MACHINE SCREW 1 NUT @ 12 0.C. PROv10E 1'• ACCESS HOLE @ BACK 510E FOR FASTENING Two I/1 S.S LAG S(REw (a 21 - 0( MAX W/ 1 -) /1' PENS TPA 110N IN CENTER OF S TUO5 (MAX DESIGN LOAD = ±- 72 P.S F ) O WALL MOUNT SECTION - USING ALUM. TUBE I SCALE 3' r- D' Gl ASS OR DOOR __ - PI_ YW000 ANO S U(CO FINISH 1" • 6 P w000 P r( 111N SHUT IER SEPARATION 1R0/1 GI ASS 15E1 S( 5.1(1 T 51 - 1 1/1' FOR w000 PI A E E uSE 1/1' o S S LAG SCREW w/ ,. )/1 • P(NE TRA 1•0N INTO w000 PIA @ 12 O C 1540 I/1 S S iAG SCREw (a) 21 - 0C MAX w/ 1 -)/1- PEN(TRA /ION IN (ENTER OF S IUOS (MAX. DESIGN LOAD = 72 P.S.F.) O WALL MOUNT SECTION - USING 2" x 6 WOOD PLATE K SCALE 3'. I' 0' APPROVE.° AS COMPLYING WIn+ (HE SOUTH FLORIDA DUILDING CODE °,,.E /3 PROIIUCI C ROI DIVISION JUILO'NC COX COMPLIANCE OFFICE 4 CCLrfr,r;C[ N° 00 - 0 .30 - 7 - 01 1 /1" HA% CU Z w (n (11 'o D < — o 0 x O a (n cr w I>d ? O U _ 0 z WI ns LE1 11 Z Yu U O Z Z N 0. w • 0 < u 0 O a • r N {II < a I N i C g WO t c LI L 7 - Z.; IN t n � a z a _ 7. O I f :: -21:::: - 0 In a ;' v '" t • Y v Y t I ) ) Z - a . P 9 F- • T_ V.J. KNEZ • ICI 1 PROFESSION �NGINELII FL LI P o so No 109(13 n 11) (0 10 03 0 0 ( 0 0) 0 O MAR 0_1.200 E °•Ir 0)/ 23/96) AAS TO U.' S NOrCO t l .J i °r •...n3 no 00 -827 L ,nee1 7.Of G E POSITIVE DESIGN 2 LOAD IPSF) ACTUAL SPAN (FT - All MOUNTING CONDITIONS E F EXCEPT © (FT - 1N1 1.874. SEPARA FROM GLASS FOR INS TALLA TONS LESS THAN )0' ABOVE GRADE (INCHES) MM. SEPARATION FROM GLASS FOR NSTALLATIDNS GREATER THAN 30' ABOVE GRACIE ONCHESI 30.0 5 - 0 13 -1 2 -7/8 1 -V 7 - 0 30.0 2 -7/8 1 - 5/8 8 - 0 11 - 2 2 -7/0 1 -5/8 11 - 0 t2 -5 3 7 -7/8- - 1) - 7 1 - 1 3 -3/1. 2 -3/1. 2 -0.0 5 - 0 1- I 7 -7/8 1 -1/7 7 - 0 • 2 -7/8 1 -5/8 8 - 0 2 -1/8 1 - 5/6 17 - 0 0- 10 3 2 - 1/I 77 - 8 -6 0 -0 3 50.0 5- 0 8 -3 2 -1/8 ' 1 -1/2 IIIIIII■ 7 - 0 �- 111131317.41110 - 1 -5/8 1 -7/1. 77 - 0 0 -0 3 2 -1 /7 12 - 7 1 -0 3 -1/1. 3 60 0 • 5 - 0 0- 11 7_7/8 1 -I /7 7 - 0 06.0 2_7/8 1 - s /8 8 - 0 6- 10 7 1 -7/1. 77 - 0 6- ) 7 1 -3/1. 77 - 8 7 -1 7 - 1/1. 3 70 0 5 - 0 ) - 2 1 -7/8 1 -1/ 2 7 - 0 6. 1 7 -7/8 7 -5 /0 8 0 110.0 2 -7/8 7 -7/8 9 - 6 /- 7 7 1 -I /1. 70 - 1. I 1 7 2 -5/8 I - 10 S - 0 3 - 10 2.7/8 1_1/7 7 - 0 3. 1 1. 1_1/1. 80 0 8 - 0 7 -/ 7. 1.7/8 100.0 77 - 0 3 - 1.1 /6 3_1/8 110.0 72 - 1 1- 0 l 1. 700 0 S - 0 7- 10 7.1/8 1 -1/7 90 0 7 - 0 7 0 2 -1/8 1.7/1. 8 - 0 7- I/8 7 It - 0 1.1/8 7 -7/8 11 - 6 1 -7/8 C S - 0 2 .1/O 7.7/2 7 . 0 2.1/8 1. 7/1. 100 0 8. 0 2 -1/8 2 9 - 0 1 1 - 7/1. 1p • 1 1 1 MAXIMUM ALLOWABLE SPAN SCHEDULE I NEG. DESIGN LOAD IPSFI All MOUNTING CONDITIONS E F EXCEPT © (FT - 1N1 TYPE 8 DETAIL Q O R CIE TALI © W/ SINGLE ANGLE REQUIRED 3 -311. MAX. E.O. IF T - INI i11P5 C DETAIL /vim 0008LC ANGLE REQUIRED 3 -3/1. MAX. 8.0. (FT - INI 7•11.1 0 OE 7A8 0 -3/I6 MAX. 8.0. (FT - NI 30.0 13 -1 12-1 13 -1 12-7 30.0 13 - 1 11 - 0 13 - I 11 - 2 1.0.0 12- 1( 10 -0 t2 -5 10- 11 61.0 12 - 6 1 - 1 10 - 1 10 - 0 57.0 12 -1 1- I 1 -7 1 -7 1 -7 1 -0 1 -] OM 8- 7 0- 7 0- 10 8 -6 8 -6 0 -0 66.0 10- 11 0 -3 8 -3 6 -5 61.5 10 - 1 0- 3 8- 3 8- 5 772 10 -3 0 -0 8 -0 0 - 75.0 1 -0 7-8 7 -0 0-0 01.1. 0- 11 7 0 7. 0 7 - / 06.0 8 - 5 6- 7 6- 1 6- 10 11.1 8. 0 6 - 3 6- ) 6- 6 100 ) -1 7 -1 1-1 6 -0 170.0 6 -) ) - 2 5- 2 5- 5 720.0 6. 1 I. 1 4 - 1 5. 0 110.0 5- 7 I - 5 /- 5 /- 7 14.0 .0 5- 2 I 1 I 1 / 3 150.0 I - 10 3 - 10 3 - 10 I - 0 160.0 I- 6 3. 1 3 - 7 1- 1 710 I- 3 7 -/ 7 - I 1- 6 100.0 I -0 3 - 3 - 1 - I 110.0 )- 10 1- 0 3 0 7- 1 700 0 1- 7 7- 10 7- 10 1- 0 7100 3- 5 7 0 1- 0 2 10 03/02700 10: 1 MIN FASTENER @ Z1. OC (USE ANY ANCHOR 10 ANCHOR SCHEDULE) LT. CLOSURE DETAIL SCALE 1 • 1'•0 1" . 7 . I /8 ALUH ANGLE 3 .10 TEK SCREWS OR )- 1/16 "0 ALUM POP RIVE TS ITrP I . 2 . 1/8 ALUM TUBE 6061 -16 ALLOY EI71YER CONDITION MAY 86 T YPICAL FOR OTHER S10E NQ CORNER CLOSURE DETAIL SCALE 1 • 1 -0 • 10 . 1/ 2 GAL V ANIZEO 5775 OR 7/16 - 0 ALUM POP RIVE T @ 18 O C - 1 . 7 • 055 1 . 2 . 055 2 - • 7 . 055 1 . 1. • OSS ON 1 • S • 125 AL ANGLE .10 TEK 5(056.1 OR 7/16'0 *Lut POP RIVE r @ 71.' 0 C I1 7P Two I /1.'0 FASTENERS EACH ANGLE ISLE ANCHOR S(H(OUIf FOR •111 ACCEPTABLE AN(HOR7 NOTES: 1. REFERENCE APPROPRIATE COLUMN 1N TABLE 1 BASSO ON MOUNTING CONOITION 114 F1E10. 2. FOR DESIGN LOADS BETWEEN TABULATEO vALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DE TERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 1.117H NEGATIVE DESIGN LOAD 10 051(RMINE MAX. SMUT TER SPAN �. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO OE TERMINE HIN, SMUT TER SEPARATION F:IOM GLASS. SCALE 1 • 1 - -0 SCAT( 7 . r_0 CM ALT. CLOSURE DETAIL REOUIREO OP ALT. CORNER CLOSURE DETAIL 0067' THICK RECESSED SILL 3105 -H37 OR 6063 -76 ALU7I AHOY Iva' BELOW CONCRETE) MINIMUM SHUTTER SEPARATION FROM GLASS ON) MIN SHUT TER SEPARA 170N FR071 GLASS (SEE SCHEDULE 5HE5T SI 1 - 1 / C ' 1060-- ALTERNATE FLOOR MOUNT DETAIL SCALE 3 ". 7'- 0 Z 4 a 0 L N 3 X 0 r L 1 /1' MAX APPROVED AS COMPLYING WIT}I THE SOUTH FLORIDA UILOING CODE DATE , ▪ /3 ZOoo BY EXISTING STRUE TLAE MIN 3.000 PSI CONCRE rE 4 .r../ PRODUCT CO ROL DIV!SION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 00 - N0.7. 0/ CONCRETE FASTENER @ 8' 0C ANY SCHEDULED FAST 15 ACCEPTABLE U° z Z� W W � D <0 -0 U¢ Oa N N ocr Q w 06 Z 0 =Z 0 > z w� N > W V1 Z Y O U y ° 1 - i • 0 • _ o 2 f l- a L de' • -•nq no 00 -827 U z W H u 0 r. U N z 0 0 8 0 (0 (0 (O O1 O 0 (7) O 0 u• 0 1/3 1- I V.J. hN6 'V it PROFEiS1/ AL ' GIN67:11 FL C(1 SO TV c, P O t OY{J3 01 2080 07/73/96) 004(0 [0.•••• or ( 04.•11. o 1r ..<..0 01 Jl "3 (sheet S o7 6 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS w C7 Q F U co 3 8 cc N : ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1 MIN. 2' EDGE DISTANCE MIN. 3• EDGE DISTANCE SPANS UP TO 5._8.. (SEE NOTE 1) SPANS UP TO 8•_0- (SEE NOTE 1) SPANS UP TO 9 -0_ (SEE NOTE 1) SPANS UP TO 13•-1" (SEE NOTE 1) SPANS UP TO 5 - -8" (SEE NOTE 1) SPANS UP TO 8 . -0 .. (SEE NOTE 1) SPANS UP TO 9._0.. (SEE NOTE 1) SPANS UP TO 13 - -1" (SEE NOTE 1) CONNECTION 1 p YPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 6 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONCRETE ■ 1111111111111111111111111111111 0 1/4 ITW TAPCON w/ 1 -1/4' MIN. EMBEDMENT (MIN. 3.100 P.S.I. CONCRETE) 48.0 ItnE12 12 7 9 12 12 10 5 7 12 12 9 4 6 6 12 6 3 4 12 12 12 8 OMB 5 3 7 5 7 12 12 11 5 7 7 12 8 3 4 62.0 CS115 5 3 8 7 12 I. 3 5 912 12 7 3 1ME%3 12 4 6 210.0 7 t2 4 6 81212104129 7 12 4 6 7 12 4 5 1. 12 7 3 4 72.0 12 12 10 6 8 12 7 D 5 1 2 6 3 4 4 1 1 5. 12 12 12 5 7 9 12 8 5 6 12 7 4 c 12 7 4 . 92.0 11 12 7 5 4 11 5/ 4 11 5' 4 11 5 12 12 9 1. 5 4 12 7 4 1. 12 7 4 c 12 7 4 210.0 4 11 5 3 4 11 5 4 11 S / 4 11 5 4 12 7 3 4 4 12 7 4 4 12 7 4 4 12 7 4 * i1i1i1 •'a „, ^,mm,,, Im= * �`�` ((CO � 1 /4 MALE/ FEMALE - PANELMATE w/ - 1 /4 MIN. EMBEDMENT L I/4 - 20 MACHINE SCREW WITH NUT (MIN. ]000 P.S.I. CONCRETE) 4 8.0 12 12 11 7 12 12 8 12 12 7 S 10 4 12 12 12 6 8 12 12 9 5 12 12 8 5 5 10 5 3 62.0 12 12 8 6 11 12 6 7 11 S 3 8 4 � , iz 12 10 4 6 12 12 7 4 7 11 6 / 4 3 9 4 `3 72.0 12 12 7 5 6 11 S 4 9 4 3 8 4 1 2 12 8 4 5 6 11 6 3 4 10 5 3 3 9 3 92.0 9 12 5 j 4 3 8 4 4 8 4 j 3 8 4 0/ 9 12 6 3. 4 3 9 4 3 3 9 4 3 3 9 4 3 2 t0.0 3 8 4 , 3 8 4 3 B 4 3 8 c 3 9 4 3 3 9 4 3 3 9 4 3 3 9 4 3 1 /4 POWERS w/ 7/8 L 1/4 - 20 s TEEL MACHINE (MIN. 3.000 4 8 0 62.0 1 2 12 1 2 12 1 12 2 7 1 2 12 1 2 12 1 2 12 1 1 9 • 5 1 12 • 12 1 2 12 8 4 : 7 1 2 12 7I1? 6 3 • 12 12 12 121212 12 10 12 12 12 12 12 7 11 12 12 12 8 6 12 10 12 12 11 6 8 p I 1L 9 12 10 5 7 CALK -IN EMBEDMENT STAINLESS SCREW P.S.I. CONCRETE) 72.0 12 12 11 6 11 12 12 7 9 12 7 4 . 7 12 6 3 • 12 12 12 9 12 12 12 12 6 9 12 12 11 5 8 9 12 10 5 7 92.0 12 12 8 5 8 7 12 6 • 7 12 6 3 7 12 6 3 12 12 12 7 10 9 12 10 5 7 9 - 12 10 5 7 9 12 10 5 7 210 0 7 12 6 3 6 7 12 6 3 6 7 12 6 3 7 12 6 3 6 9 12 1( 5 7 9 12 10 © 7 9 12 10 5 7 9 12 10 5 7 4 8 0 12 12 12 10 5 4 8 6 12 12 12 12 • 4 12 7 12 11 8 6 5, 4 4 5 p y, ' 5 3 3 3 3 3 f 10 9 9 9 9 6 5 5 4 4 % c 4 3 3 2 p r 12 12 12 -' 9 12 12 11 4 6 12 12 10 4 11 6 3 3 3 3 3 . -- ) ) 62.0 12 12 ,o12 3 1212 12 12 12 - - - 10 12 12 10 8 5 11 8 5 4 3 7 6 4 3 6 4 12 12 8 5 8 12 7 10 5 u -0 NAIL -IN MIN (MIN 3.000 POWERS ZAMAC w/ 1-1/e- EnBEOnENT P S.I. CONCRETE) 72 0 12 9 mNa4 ®®• 12 8 6 In � 5 4 3 5 4 6 3 3 11 8 11 9 9 11 8 . 6 4 //, ♦ /� 4 3 3 t0 10 10 9. 9 7 3 3 1212 9 12 10 10 9 7 5 5 7 6 g ©4 rI 4 3 3 3 5 3 3 11 11 10 10 11 6 6' S 64 f43 1 ,/ , I PO A . t0 10 10 7 6 6 6 S 5 5 c c 4 c I 1 0 r T � fd 92 0 210 0 E i l l [ 1 1 1 1/1."0 ITV/ I -I /4" MIN E 1 1 U L 1 ll l 1 1 I W 1 1 1 1 1 � - 480 6 2 0 4 7 4 5 8 rAPCON w/ EMBEDMENT 72 0 1I L 3 i / / �/ j / 4 3 '� 3 6 S 3 3 S 3 :; 12 12 7 1. 4 8 5 3 7 6 4 � � 92 0 6 S 3 7 9 5 3 6 c 4 210 0 5 3 � � � 5 3 � � � 5 3 6 4 �/ 6 4 � 6 4 � I Jj, ,,,..I,„•, „I, * 1 /4 (LCD HALE/ FEMALE - PANELMA I -1/4 MIN. EMBEDMENT L 1/4 -20 MACHINE SCREW WITH rE' w/ 48.0 12 12 12 12 129 12 7 5 4 3 7 6 5 12 1t 6 12 12 11 8 6 5 % I. 4 3 3 Ng 0 5 4 3 1 12 7 12 11 7 5 3 0 � � r r 5 MEW 3 3 3 10 8 8 8 1. 4 4 4 /'• r46 12 12 12 12 12 12 12 10 8 6 4 4 8 6 5 12 12 6 12 12 11 9 7 6 4 3 5 4 3 12 7 4 12 11 10 8 6 5; 3 • 10 9 9 5 4 % 4 % % 40 3 3 3 3 3 62 0 72.0 4 , 3 3 9 8 8 4• 4 • 6 92 0 9 3 12 8 5 ' 4 oP 4 3 3 8 8 9 3 12 9 6 4 3 4 3 3 3 9 9 4 4 3 3 3 3 9 9 4 % 4 9 9 4 4 NUT 210.0 HOLLOW CON * vL_3� 1 /4 "m POWERS w/ 1/6 L 1/4 -20 STEEL MACHINE CALK EMBEDMENT STAINLESS c 8 0 12 12 12 12 9 6 3 6 4 12 5 12 9 6 � p • � � 12 6104; 4 3 3 12 8 7 6 4 M% ♦ 3 �a r ' 4 373% 3 3 8 7 7 4 3 3 %� � � 12 x 121211 0E10 r 12 3 12 12 12 9 12. 10 7 5 3 8 612 5 4 3 12 7 3 3 12 12 9 9 10 7 5 Po 5 3 6 4 3 3 12 71273 5 3 3 12 10 9 9 9 6 5 5 48 11 95 6 % 3 620 121273510115 -IN 72.0 9 9 5 ♦ 5 J , _ � E, 3 3 SCREW 92.0 8 3 10 7 5 3 x 3 3 3 7 7 3 3 210.0 7 3 0 12 11 12 11 9 7 3 5 4 10 7 10 8 6 5 9 %I-�/r� ,- 9 6 3 6 4 12 � / 112 12 12 11 8 3 5 4 12 8 12 9 8 6% 4 3 10 5 10 8 7 5 %;A 6 4 6 2.0 1/4-m NAIL-IN MIN. EMBEDMENT POWERS 2AMAC W/ 1 -1 72.0 10 10 6 / 3 4 7 4 �/ / � • /��/ tt It 7 3 3 4 8 5 I� 1 ♦ //� /e' 92.0 6 B 4 Fr 5 3 �. I ��� ��'�' % �• • 3 A� • " % /,� ' / 6 4 Ir./ � • . � 210 0 5 3 " / 5 3 � r N � ROAQIPE I � ,i��f//�iI F r ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REOUIRED FOR VARIOUS DESIGN LOADS ANO SPANS 3af110laiS ONIiSIX3 ! I ANCHOR TYPE - LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO (SEE NOTE 1) ) SPANS UP TO 13"--0- 1) (SEE NOTE 1 SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1 1) 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 4 5 0 1 1111• l - t -3/4 3/4 ' nIN THRE AD WOOD LAG O PENETRATION SHEAR PARALLEL OR PERP i0 WOOD GRAIN 48.0 12 12 11 7 12 12 12 8 5 11 12 12 7 4 10 10 12 4 3 7 62.0 12 12 8 5 12 12 12 6 4 8 12 12 5 3 7 7 12 4 6 72.0 12 12 7 5 10 12 12 5 3 7 9 12 4 3 6 7 12 4 6 92.0 12 12 5 3 8 7 12 I. 7 6 7 12 4/ 6 7 12 4 6 210.0 7 t2 4 / 6 7 12 4 6 7 12 4 6 7 12 4 6 0.5/92/00 10:_49 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MA TERIAL. ANCHOR TYPE ANO EDGE DISTANCE. SELEC r DESIGN LOAD GREATER THAN OR EQUAL TO NEGA TIvE DESIGN LOAD ON SHU r TER ANO SELEC r SPAN GREA TER THAN OR EQUAL TO SHUT TER SPAN 3 EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR 1,4000 FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON ryPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE SEE MOUNTING SECTION DETAILS FOR IOEN TIFICA TION OF CONNEC TION TYPE 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS" RECOMMENDA rIQN$ 5 MINIMUM EMBEDMENT AND EDGE D15 rANCE EXCLUDES WALL FINISH OR 5 ruCCO 6. WHERE E XIS TING S TRUC TUBE IS WOAD FRAMING_ w000 FRAMING CONDI rIONS vARY FIELD VERIFY THA r FAS TENERS ARE INTO ADEQUA rE WOOD FRAMING MEMBERS. NOT PLYWOOD FASTENING TO PL YWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES 7 WHERE LAG SCREWS FASTEN r0 NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" r 4" (MIN) WOOD 5 rU0 3/4 EDGE OIS rANCE IS ACCEP TABLE FOR w000 FRAMING w000 s ru0 SHALL BE - SOUTHERN PINE" co . 55 OR GREA rER DENSIrY LAG SCREwS SHALL HAVE PHILLIPS PAN HEAD 00 HEX HEAO 8 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMEN OF [FINE ADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD TRUSS HEAD. 00 WAFER HEAD (SIDEWALK BOLT). U O N 9 DESIGNA rES ANCHOR CONDI rIQN$ WHICH ARE NO r ACCEP r 481 E USES 10 *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. Nu T OR WASHEREO WINGNU r 11 FOR BUILD -OUT MOUNT SECTION 8 -1/2 O C 12 FOR BUILD -Our MOUNT SEC TION 6 " DC • ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NO r EXCEED APPROVED AS COMPLYING WITH TNT SOUTH ULIRIOA 8 ILOINC CODE OAT E� / ' (.5 2.0 BY PRODUCT C. DIVISION BUILDITIC CODE COMPLIANCE OFFICE ACCEPTANCE N0. _ v - 65 0 7 0 / In c O > N U ° Z � _w tD U Q � -0 U cr O (O Q w 00 Z 2 U _ z w�- N D w Z O W r -Z FP- I� 0 0 0I CI 0 7 2 1 a 1 7 a) cD 0 t V.J. KNEL • rCH PROFESSWn GINEEI fio NO 10903 U 0 2 N w J F- 0 0 O N 4 I I 0 w 1- I } m 0 0 o w 0 N o w ` U c J O 0 0 2040 7/23//d a• •.qn or •ov :iiii • 00 _ sneer 6 of 6 BUILDINGS GREATER THAN 60 FEET MEAN ROOF ELEV FEET DESIGN LOADS - PSF EXPOSURE C DESIGN LOADS - PSF EXPOSURE D ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE 5. 6. 7 5 6 7 5, 6, 7 5 6 7 + - - - + - - - 80 57.2 59.8 90.5 121.3 74.0 77.1 117.1 157.0 100 62.5 65.0 97.9 130.8 77.4 80.6 122.4 164.2 120 64.3 66.9 101.6 136.3 80.3 83.6 126.9 170.3 140 67.1 69.9 106.1 142.4 82.8 86.2 130.9 175.6 160 69.6 72.6 110.3 147.9 85.1 88.5 134.5 180.4 180 72.1 75.1 114.0 153.0 87.1 90.7 137.7 184.7 200 74.3 77.4 117.5 157.7 88.9 92.6 140.6 188.6 220 76.4 79.5 120.8 162.0 90.7 94.4 143.3 192.2 240 78.3 81.5 123.8 166.1 92.2 96.0 145.8 195.5 260 80.1 83.4 126.7 169.9 93.7 97.6 148.2 198.8 280 81.9 85.2 129.4 173.6 95.1 99.0 150.4 201.7 300 83.5 86.9 132.0 177.0 96.5 100.4 152.5 204.5 320 85.0 88.5 134.4 180.3 97.7 101.7 154.4 207.2 340 86.5 90.1 136.8 183.5 98.9 103.0 156.3 209.7 360 87.9 91.6 139.0 186.5 100.0 104.1 158.1 212.1 380 89.3 93.0 141.2 189.4 101.1 105.3 159.9 214.4 400 90.6 94.3 143.3 192.2 102.2 106.4 161.5 216.6 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH MEAN ROOF ELEV • a _ . DESIGN LOADS - PSF EXPOSURE C ROOF SLOPE > 10 DEGREES ROOF SLOPE < 10 DEGREES ZONE ZONE ZONE ZONE ZONE ZONE 4 4 5 4&5 4 5 + -_ - + - - 15 _ 43.2 45.9 57.2) 39.6 42.0 52.1 20 � 49.9 62.1 42.9 45.6 58.8 EZIF0.0 EMMEN I O:5.0 MI i 0 Wpm • :.2 45.8 48.6 60.3 ,. 9.7 : 48.2 51.2 63.8 50.4 53.5 68.4 rj i iietr r ' i 75.7 52.4 55.8 69.0 45 59.1 62.9 78.3 54.1 57.5 71.4 50 60.9 64.8 80.7 55.8 59.3 73.6 55 62.5 66.6 82.9 57.3 60.9 75.6 60 64.2 68.2 85.0 58.8 62.4 77.5 9 NOTES: BLDGS. 60 FT HIGH OR LESS a =10% OF MINIMUM WIDTH OR .4H, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE, ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. NOTES: BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON - COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS. a =5% OF MINIMUM WIDTH OR 0.5H, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. D.L. Fowler Professional Engineer Florida License No. PE 0458 NOTE: HEIGHT do ROOF SLOPE BASED ON SEG OR RAW PERSONNEL SITE INSPECTION. IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. DRAWN AV I n -is -99 ammo: 25F D- 113 -99 n1aaMCILI DLI: APPROIMM 2)3 I n -13 -99 1Hw0 1n O P�w� kVW0 NE 9I4- tEP.it A ga R C( 13.3135 • 10eoi OAK STREET N.E. Sr. PETERSBURG. FL 83718 OOPYRIOHT 0 100e VAI.00 ENTERPRISES, LTD. WIND LOAD TABLES FOR COMPONENTS . & CLADDING AS PER ASCE 7 -88 & ASCE 7 -93 NtLi DIMING 110.1 NTS I MUM 1 oi 1 • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. ! / � J - Oe O y go 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: / tk)A ER EUG 13j4 tLOT r IScb- 'la of LOT tt ctc a 2. Description of improvement: .:2 2/67-4/) Q� , / � / 4L - .64477.12.5 3. Owner s) name an address: Interest in property: 4 014.)/11g Name and address of fee simple titleholder: pL.L.)k)ER. 4. Contractor's name an ddress: 9 74 . _ . _. 7 6. Lender's name and address: k) /ia, Print Notary's Name 1-11J 17,E My Commission Expires: 10./Z._6" /O a //4 A /sue 1 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: f..) lA Amount of bond $ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: KVA 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: K/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) r., ''''''''''' Linda Titus MYCOMMISSON*CC786166 EXPIRE' 4i;gl '+' %►- ; October 26, 2002 Sgndture of Owner Print Owners Name (jtLLIAk WAL1-1 Sworn to and subscribed before me this azaday ofAM.)0 A.R.) P.42 Notary Public (' 'LALCQ 1 ,t4 BONDED THRU TROY FAIN INSURANCE, IN 0 1R065972 2001 FEB 09 12:44 Prepared by: Lai 191 n 1 _R9 I n/on Address:Q /c 5, I )IXIE' LW)/, EAST AIX> Ac.,41 a . 33ob° f ) -)- I ) i J 0. / P _ _ s t - ' ' . / ; _ CUSTOMER APPROVAL L N - - . . _ _ _ _ SPECIFICATIONS NO. OPENING SIZE HEIGHT X ABOVE GR DE DESIGN LOAD PSF SHUTTER TYPE • SHUTTER SIZE / //3 X63 CC X - /8 X Vo `d GL X .74 X 5L- idcL X 3F X -7 Adcc X S 7 A X$ - 14 c c X t 37 X5-L 14c L X -31 X 7;7 /4 c c- X SSA X yo L.i ,d c_ c. X X X X X X X x x x x x x x • x X TO TOP OF OPENING DESIGN CRITERIA 4 4s, / SHUTTER ENTERPRISES GROUPS INC. (1) SOUTH FLORIDA BUILDING CODE, D /B /A SOLAROLL SHADE & SHUTTER —.. — ( 2) EXPOSURE C' °j POMPANO BEACH, FLORIDA 33060 (3) MEAN ROOF HEIGHT 15 % / (4) DESIGN LOADS 1 SHUTTERS FOR (.0604 C(� Z- S7 -t INTERIOR ZONE ± ADDRESS //`(O A- 7/ nj INTERMEDIATE ZONE ± /L)/.dm I S,�/D /LOS ��]_�'�/,) END ZONE ± SITE PLAN • • b C) I 4 V ✓ r- ., >4.- \ f / Y i - �` ° CUSTOMER APPROVAL -- OPENING SPECIFICATIONS NO' OPENING SIZE HEIGHT X ABOVE GR DE DESIGN LOAD PSF SHUTTER TYPE SHUTTER SIZE l // x tis i ficC x z //3 X (n AGc- X - 7K X SL kdcc x .?7 x v7 Jd c c, x S 7, X5 - lacc x t x L 14cL X x2,7 !Q c L X SY x YO kl C C— X X X X X X X x X X x x x x • x X TO TOP OF OPENING DESIGN CRITERIA ms: ' SHUTTER ENTERPRISES GROUPS INC. (1) SOUTH FLORIDA BUILDING CODE. : = D /B /A SOLAROLL SHADE & SHUTTER (2) EXPOSURE j -V i �, _ j POMPANO BEACH, FLORIDA 33060 (3) MEAN ROOF HEIGHT / S / / � SHUTTERS FOR (�' /CL/ LS77 (4) DESIGN LOADS 1 INTERIOR ZONE ± ADDRESS // V9 /4 �/ Th '/ S INTERMEDIATE ZONE ± A /dm l c )/04/! J L L- � S 53 / END ZONE ± SITE PLAN February 8, 2001 Dade County Building Official Dear Sir: Roll-a-way Storm & Security Shutters 10601 Oak Street, NE, St. Petersburg, FL 33716 Phone 727/576 -1143 Fax 727/576 -8477 We are the Dade County Notice of Acceptance Holder for HT100 Accordion Extruded Aluminum Shutters (6063 -T6 Alloy) under number 00- 0307.01. This letter authorizes Roll -a -way / Prime Marketing Group to use HT100 Accordion Extruded Aluminum Shutters (6063 -T6 Alloy) approved under number 98- 0402 -09 to be used at the following job: Sincerely, Lynri S. Conlen Vice President STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this 8 day of February, 2001 by Lynn S. Conlen who is personally known to me and did not take an oath. Nota y Public 04-07\1 R� 33 et' ‘76 3. •_l'PY 4 ;; ,„ Linda J. Titus • '° • , MY COMMISSION # CC186166 EXPIRES October 26, 2002 BONDED THOU 20Y FAIN INSURANCE, INC. MIAMI-DADE MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE: METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) WEST FLAGLER FLORIDA SUITE 330 h 56j MIAMI. LORIDA 83130 -1568 ()05)375.2901 FAX (305) 375-2908 Valco Enterprises, Ltd. CONTRACTOR LICENSING SECTION 10601 Oak Street Northeast (305) 375.3537 FAX (305) 375 -2558 St. PctcrsTurg FL 33716 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -2908 Your application for Product Approval of PRODUCT CONTROL DIVISION HT - 100 Aluminum Accordion Shutter (305) 375 -2902 FAX (305) 372-6339 under Chapter 8 of the Code of Mianii -Dade County governing the use of Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval. 1111 determined BCCO that this product or material fails to meet the requirements oldie South Florida Buildup! Code The expense of such testing will be Incurred by the manufacturer Acceptance No.:00- 0307.01 (Revises No.: 98- 0402.09) Expires:04 /10/2003 A pp roved: 0a/ 13/2000 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above rancisco . Quintana. R.A Director I of 3 Miami -Dade County Buildui!, Code Compliance Olticc Valco Enterprises, Ltd. ACCEPTANCE No. 00- 0307.01 APPROVED APR 1 3 2000 EXPIRES _ Anril 10 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 98- 0402.09, which was issued on June 1 7 1998. It approves an aluminum accordion type shutter, as described in Section 2 of this Notice o 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 Cha 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. Pter 2 . PRODUCT DESCRIPTION This aluminum accordion type shutter and us components shall be constructed in strict compliance with the following documents: Drawing No. 00 -827, titled "HTI00 Accordion Shutter ', prepared p by Knezevich & Associates, Inc., dated July 23, 1996, revision #6 dated lune 10, 1999, sheets through 6 of 6, bearing the Miami -Dade County Product Control Approval stamp with the Not,ceO Acceptance number and approval date by the Miami -Dade County Product Control Division fhcsc documents shall hereinafter be referred to as the approved drawings. LIf'iI7'ATIOr' S All permanent set components, included but not limited to embedded anchor bolts, threaded Lune, all times. c metal shields, headers and sills, must be protected against corrosion, cont-amination and darna (_, INSTALLATION This aluminum accordion type shutter and its components shall be installed in strict compliance ■∎vrt the approved drawings. p h LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and th following statement: "Miami -Dade County Product Control Approved ". e BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of Acceptance, clearly marked to show the components selected for o the proposed Notice installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. llclmy Oakar, P.F - Product Control Examiner Product Control Division 2 (1( i Valco Enterprises, Ltd. ACCEPTANCE No. 00- 0307.01 APPROVED APR 1 3 2000 EXPIRES April 10, 2003 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. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 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 Iias riot complied with all the requirements of this acceptance, Including Mc correct installation of the product d file engineer, who originally prepared. signed and scaled the required docunicnt.it <ur init .rll� submitted, is no longer practicing the engincennr profession Any revision or change in the materials. use, and /or manufacture oldie product or process shrill , tutorna;i „ill:. be cause for termination of this Acceptance, unless prior vii en approval has lien requested (through the riling of a revision application kvitli appropriate fee) and granted by this office 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. 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. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Notice of Acceptance consists of pages 1, 2 and this last page 3. l.INi) OF THIS ACCEPTANCE } {elmy A akar, P.E.- Product Control f.x<ninncr Product Control Division