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306 NE 102 StE Date 6 Legal Description 4' ?9 Owner's Address e.3 Cli Cii ,� . /' - 0 ` Phone t� /Y A 5 � t� Owner/Lessee / Tenant in/ K l•2 T/{ l , E C y Master Permit # Contracting Co. j 1J_. RQ WARD H (JQtt ICANE Qualifier WI i / i to rn 3 114 L) S E ss# Phone State # C G G G 44. • 3 7.5 Municipal # Competency # Ins. Co. Architect/Engineer kA/ E.Z4..VIC c ASSd Ci . Address ►a(00 N• LA 't AS lit y D It• Bonding Company N {r Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /4" L #2 4- N ou . R ON E. Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF YOU 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. r ef Signatur Notary as to Owner and/or Condo President Date o as to Contractor or Owner -Bu der My Commission Expires: u / 4 r ®C� '? My Commission Expires: Jigna :)E.role!: *0084839c f:OMMISE!O �C.139?.75 ti iu'C FEES: PERMIT APPROVED: Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ! 6 Tax Folio Jl gq? 9th D-/ - ' /fit ) Agrzir c. No eo Job Address A 6,7 i 1 -r./ 3 .r t J 1 a ►t•a ti 3 yi 4-01 owner and/or Condo Presiyient RADON Mechanical Plumbing e-l 5 -oU Date ♦ y �� �' Building Historically Designated: Yes Address 415o rl l - RD Estimated Cost (value) o /5 31 1 e November Banded 'flee 11 Bonding-ON, ° C.C.F. f Z1) NOTARY — Electrical i/ o© ate Date Structural Engineer HURRICANE PANEL A M E R I C A ' S O I. U E S 'I' A N I) I . A R G E S T S I -1 U 'I' '1' E R M A N U F A C T U R E R MANUFACTURING, INSTALLING AND SERVICING HURRICANE SHUTTERS FOR THE RESIDENTIAL AND COMMERCIAL MARKET WORLDWIDE! BUILDING OFFICIAL Dear Sir: We are the Dade County Notice of Acceptance Holder for the following products: 11 1 e er rric Accordion Hurricane Shutters under the number: C -172_ .7` O act Ro g Sh t-ter n _the. numbeit) {mgact — B h� ama�3l ters�un t emu This letter authorizes ALL BROWARD HURRICANE PANEL, INC. to use the above listed product approvals for the following job: Sincer BR L R President I N C . on PD. SD SWt 450 W. McNab Road • Ft. Lauderdale, FL 33309 CANE PANEL. INC. Phone: 954 - 974 -3300 1-800-250-2182 Fax: 954 - 973 -3928 CGC#046375 CGC- 046375 - / �) 0(e. d- E Lim belt 7 e c y 306 - ., i ° Ccd. �(2 s 1 t SAO ke 33 f e A " BROWARD HURRICANE I P A N E L I N C. Dear Sir: Since ALL B Le'o 'e rson Preside .t » »> BUILDING OFFICIAL WfOI JD0 450 W. McNab Road • Ft. Lauderdale, FL 33309 A M E R I C A ' S O 1 . D E S T A N I) L A R G E S T S I-1 U "I' 'I' E R M A N U F A C T U R E R MANUFACTURING, INSTALLING AND SERVICING HURRICANE SHUTTERS FOR THE RESIDENTIAL AND COMMERCIAL MARKET WORLDWIDE! We are the Dade County Notice of Acceptance Holder for the following products: Hurricane Pa un umber- Accordion Hurricane Shutters under the number: 1!?--/04475( CANE PANEL. INC. Impact u e de e This letter authorizes ALL BROWARD HURRICANE PANEL, INC. to use the above listed product approvals for the following job: CGC- 046375 �(k_ 4 g (Z 4 7'Z 7 , c1 `2 trn, Sh d&j Fe 39/3 Phone: 954 - 974 -3300 1-800-250-2182 Fax: 954 - 973 -3928 CGC#046375 Zyo DATE gA---/9 6 CUSTOMER: To Whom It May Concern: I hereby authorize ALL BROWARD HURRICANE PANEL, INC. to act as my agent for the purpose of securing a BUILDING PERMIT for the installation of the items specified in the attached contract. This authorization permits ALL BROWARD HURRICANE PANEL, INC. to sign the BUILDING PERMIT APPLICATION and OWNERS AFFIDAVIT (if required by the municipality) as owner's agent and shall not be construed to represent any other agency relationship. I further understand that ALL BROWARD HURRICANE PANEL, INC. is responsible for payment of the direct costs associated with obtaining a BUILDING PERMIT for the work specified in the attached contract. Custom ignature Ijt® , tG-s, Witness PERMIT AUTHORIZATION - R F 4c Digna T. Perales iiMISSION CC889306 EXPIRES November dONDED THRU TRO O FAIN INSURANCE, INC VsAA WORK ORDER # 0 a 3 c CUSTOMER: PE MT PLOT PLAN DATE: Directions: c AL'i' "7 t 0 2 S / 40 c4-■SA- e' _ co i g, ‘C SHUTTERTYPE(S): %/ ! ��-�- C.0 Top of openings above grade, all less than: 't ft. Mean Roof Height / 2 "ft. Roof Slope 1 deg. ,--- Tr Building Width � � Building Depth kg Prepared B}': / � /m--1 �.3 45 N t BUILDINGS EQUAL OR LESS THAN 40 FEET HIGH ROOF SLOPE > 10 DEG. EXPOSURE C MEAN ROOF EL T MAX. DESIGN LOADS -PSF EXT. ( +) INT. (- 15 45. 61.5 25 52.4 71.5 30 55.2 75.3 35 57.5 78.4 40 59.7 81.5 WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 & ASCE 7 -93 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 10 SQ. FT. RESIDENTIAL CONSTRUCTION ONLY NOTES: LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. TABLE ABOVE SHOWS MAXIMUM DESIGN LOADS FOR SHOWN BUILDING HEIGHTS IN END ZONES. FOR ANY OTHER CONDITIONS /ZONES, DESIGN LOADS TO BE EVALUATED ON JOB TO JOB BASIS. ENGINEER'S SEAL COVERS THE WIND LOAD REQUIREMENTS FOR VARIOUS BUILDING HEIGHTS. SELECTION OF LOAD /HILIGHT NOT BY THE ENGINEER. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 SEP 1 9 2000 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 HEREIN). AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 • AVE MIAMI, FLORIDA 33174 TEL. (305) 264 -8100 FAX. (305) 262 -6978 a f� AFC -07 APProvcd:01/21/2000 PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel Inc. 450 West McNab Road Ft.Laudcrdale • FL 33309 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 HT -100 Premier Aluminum Accordion 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 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. The expense of such testing will be incurred by the manufacturer. -. A►cceptancc No.:99- 1129.04 (R evises No.: 98- 0402.01) Expires:01/27/2003 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Internet mail address: postmaster ©buildingcodeonline.com NIIA_MI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33:30 -1563 (305) 375 -2901 FAX (305) 375 -2905 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2558 Raul Rodriguez Chief Product Control Division rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County • Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.cum All Broward Hurricane Pariel Inc. NOTICE OF ACCEPTANCE: - ACCEPTANCE No.: 99- 1129.04 APPROVED EXPIRES SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance, No. 98- 0402.01, which was issued on June 2, 1998. It approves an aluminum accordion type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miarni- Dade County, for the locations where the pressure requirement as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This aluminum accordion type shutter and its components shall be constructed in strict compliance with the following Drawing No. 99 -817, titled "Premier Accordion Shutter ", prepared by Knezevich & Associates, Inc., dated July 23, 1996, last revision 46 dated June 10, 1999, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". JAN 2 1 2000 01/27/2003 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 . Makar, P.E.- Product Control Examiner Product Control Division 2 of 3 All Broward Hurricane Panel Inc. ACCEPTANCE No.: 99-1129.04 APPROVED JAN 2 1 2000 EXPIRES 01/27/2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's narne, 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 prod::_: 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 t.1-.e correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initia! y 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 automatical'y be cause for termination of this Acceptance, unless prior written approval has been requested (through ti .2 filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal o` Acceptance. . This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE ilat; A //(A// Helmy AHG1akar, P.E.- Product Control Examiner Product Control Division 3 of 3 O MIN. SMUT TER SEPARATION FROM GLASS ISEE SCMEOuLE SHEET S)- GLASS OR DOOR 0 tt CONT. I /2 — EMBED SCALE 3 - • r- 0 SCALE 3 1•- 0 ROLLER ASSEMBLY 0 TYP. EVERY OTHER PIN FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CDNNEC TION 'TYPE 1• O WALL MOUNT SECTION A EXISTING CONCRETE. MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE. TYP. FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE S' BUT DO NOT EXCEEO 6 SPACING NOTE - BOTTOM MOUNT DETAIL MAY BE USED AT TOP.. EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP _ FASTENER; SEE ANCHOR .SCHEOULE. REFERENCE CONNECTION 'TYPE 7 It CON - E BUILD -OUT MOUNT SECTION vL MAX. 11L MAX CONT • . tt CONT • :V2 MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) GLASS OR 000R 3/16 - 0 POP RIVET OR ■12 TEK SCRE w @ 6 0 C (TYP OL L OS ASSEMBLY . 1 • 1/8 ALUM ANGLE W/ 3/16 - o P RIVETS @ 6 FASTENER, SEE AN SCHEDULE REFERE CONNECTION 'TYPE 4 © CEI TwO 1/L -20 MACHINE 30LTS w/ NUT OR wIL TEK SCRE 12-OC.ITYP. TOP L SOT TOMI MIN SHUTTER SEPARATION FROM GLASS 9 -3/16 MAX ALT ANGLE LEG OIRECTION. REVERSED ANGLE LEG MAY FR BE FROM ONE ANGLE OR OM BOTH ANGLES (TYP FASTENER. SEE ANCHOR SCHEOuLE. REFERENCE CONNECTION - TYPE 5 BUT 00 NOT ExCEEO 6 SPACING CONT I/ 2 t /L - MAX 1/L -2O MACHINE BOLT W/ NUT @ 12•' O.C. IT YID,. YID,. TOP . L BOTTOM) ROLLER ASSEMBLY 12 TYP. EVERY OTHER PIN O 1 /L MAX EXISTING CONCRETE. MASONRY OR WOOD STRUC - URE. SEE ANCHOR SCHEDULE. TYP EO._Ea__ SCALE : 3". 1•- 0 u GLASS OR 000R SCALE 3 "• 1'- 0" 'EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP HOR CE P 0.0 r 0 1/2 ° ■•— EDGE OIS EDGE DIST 3/ 6 POP RIVET @ 6 0 C. 1TYP EMBED MIN SHUTTER. SEPARATICNN FROM CRASS • I SEE SCHEDULE SHEET S EM8E0 OPTI LOCH SUPP ANC REF EXISTING C• CRETE. MASON • Y OR w000 ST CTURE SEE ANCHOR SCHEDULE, TYP. X E 2.7/e MAX FASTENER, SEE ANCHOR SCHEDULE REFERCN'.E CONNECTION 'TYPE 2 TYP TOP L .a.OTTOM I/6 MAX 1/L MAXI FASTENER. SEE ANCHOR SCHEDULE REFERENCE 'T CONNECTION YPE 3• E t/ 2 1 /L MAX 1 /L MAX ON FASTENER TI N IN LIEU OF ANGLE T - STAG R ) /L" OFF CENTER ENCE CONNECTION IDE MOUNT SECTION GLASS OR 000R- la *AS TENER. ANCHOR SC. -EE:uLE REFERENCE CONNECTION TYPE 2 r. BUILD -OUT MOUNT SECTION MBED 1 MIN SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET S1 ALT ANGLE LEG DIRECTION ITYP • 1/2 SCALE : 3 1• 0 J :11.11 CONT - FOR LARGER SPANS --- USE TWO 2 • 5 AL. ANGLES (SEE SCHEDULE 1 TYPE CT ' FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1' - BUT DO NOT EXCEED B - 1/2 - SPACING FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 2 - O 3 -3/4" MAX 1 V — FASTENER SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 2 - it CONT - FOR LARGER SPANS USE TWO 2" • 5 AL. ANGLES (SEE SCHEDULE 1 TYPE C) BUILD -OUT MOUNT SECTION. MIN. SEPARATION FROM CLASS SCHEDULE SHEET 5 1/6 -20 MACHINE BOLT W/ NUT @ 12 0 C ITYP.. TOP L BOTTOM) SCA • 3 0" /L MAX. 2 4 IA a . N ~ 3 s 0 v • J < X O < W E v u 1 /L MAX TOP L BOTTOM GLASS OR 000R L7 0 !EC1 j . N 0 Mw SHUTTER SEPARATION FROM • GLASS (SEE SCHEDULE SHEET SI r SCALE : 3 - i' -0" FASTENER. COHN S REFERENCE EE ANCH SCEDULE NECTION -TYPE 3. EXISTING CONCRETE, MASONRY OR w000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP ' EXIS TING CONCRETE, MASONRY • OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 2 • 2 • ° .OS0' ALUM. . TUBE TYP. TOP L BOTTOM O 1 /L" MAX • 1/L MAX FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECTION - TYPE r • BUT 00 NOT EXCEED 8 -1/2 . SPACING BUILD -OUT MOUNT SECTION APPROVED AS COMPLYING WITH THE FLOOR MOUNT SECTION SOUTH FLORIDA BUILDING CODE DAT ¢ ?l 92000 BY .Iri rIE 1t PRODUCT CI' DIV!S(ON . - BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 9 p!� (1.1 N W2 Z U O U J w Z o- w o z U cc r U = U s Q < I t C W L W < Q O. _J W D I Z 0 0 0 W 2 W 2 w o 3 r FL L■cer PE 0 a No 83 s•rrc 3 of 6 0) 2 - w U J 0 0 f Z r .• - � ._. N r . CO (D (0 CD CD CD N r- 1CL _ ; V.J. KNEZEV PIIOFESSIONAL ;VEER N ►� 1999,E 1 •7 /23/96, U N Vn '1 uo TCO'� NC) a. a o an.cl..d o• vn vIK ►C__ ! I : ) 99 x 99-817 • ALUM BEAM & • SHUTTER SCHEDULE OE SC RIP .ION SMUTTER SPAN BEAM SPAN 2 a S T v a 12S" 8' -0 8' -r TT = 125" 10' -0" • "• -6 2" a 8' 14. - T... 072 8• - I2' - 0 - Tr a 224 10 -0 11' -1 2 : 9" S' -0 15' -5" T.• a 072 8• -0" 13' -2" Tf, 22 10 -0" 12' -3" EXIS 71NG STRUCTURE THREE 5/16 CALK -IN (0 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 - /c MIN. EDGE DIS T. GLASS . OR 000R GLASS OR DOOR THREE 5/16 CALK -IN p 3 -118 0 C. W/ 1 MIN EMBED IN CONC. OR HOLLOW BLOCK W/ 3.3/4 MIN EDGE D1ST N J r1 F EXISTING S TRUC TuRE a 4 4 EMB r — i -= :r = v Z d • _0 A -ALT. LEG DIRECTION ISEE SCHEDULE SHEET ST SCALE . 3 1•- 0" MIN. SMUT TER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 51 SCALE 3 ": V- Cr 2 - 3 : 1 /4 ■ 0• -8 6063 -16 ALUn. ANGLE THREE -1/4 TMRU BOLTS 1 MIN MIN SHUTTER SEPARATION FROM GLASS (MAX_ DESIGN LOAD ± 72 PSF) O TOP SUPPORT BEAM DETAIL __hr-- -- L:J • 1 • 3/16"* POP RIVET OR s12 TEK SCREW p6 "0C • o ASSEMBLY 1" MIN i r 2" a 3 n 1/4. a 0 -8 6063 -T6 ALUM ANGLE TAR.EE.t /4 rHRu BOLTS ALT LEG 01REC ® • (MAX. DESIGN LOAD = 72 PSF) BOTTOM SUPPORT BEAM DETAIL 2 VI 1- z N N ALUM BEAM ISEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION S MAX. HORIZONTAL. SPANSI 1/4 -20 5.5. MACHINE SCREW L NUT p 1Z 0 C. USE TMRU BOLT OR.ACCESS r36LE AS SHOWN IN DETAIL 7 1/4 MAX. Z 3/16 - 0 POP RIVET OR •12 TEK SCREW p6 "0C AL BEAM is BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION i MAX HORIZONTAL SPANSI 1/4 -20 S 5 MACHINE SCREW a NU (a 12" OC PROVIDE 1 ACCESS MOLE IN BOT TOM OF BEAM OR USE TMRRBOLT AS SHOWN IN OE TAIL M NOTE' 1. USE BEAM SCHEAuLE FOR OE TAIL S`_VANO. 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN 41 TABLE. SHEET S 3 BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM (OF SUPPORT TO (OF SUPPORT. r GLASS OR 0009 GLASS OR 0009 SCALE 3"= 1•. C-- EMBED PLYWOOD AND STUCCO FINISH 1 • 3" a 1/8 OR r- : I. a 1/8" ' 6063 -16 ALUM. TVBE 'MIN. SHUTTER - SEPARATION FROM GLASS ISEE SCHEDULE SHEET SI (MAX. DESIGN LOAD = -±- 72 P.S.F.) WALL MOUNT SECTION - USING ALUM. TUBE O SCALE • 3 1'- 0" MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET ST T1/2 1/4 -20 5.5 MACHINE SCREW & NUT p 12 OC. PROVIDE ro ACCESS HOLE @ BACK SLOE FOR FASTENING TWO 1/4 S S. LAG SCREW Cal • 26 - 0 C. MAX. W/ 1 -3/6 PENETRATION IN CENTER OF STUDS 11/ 7" .Co m 1/4 MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT G /ZCC' 2/ Pea 41 • BY _ PRODUCT C3 ROL DIV!S;ON 'BUILDING CODE COMPLIANCE OFFICE • H0. ll2'• O4 1/4' MAX. FOR W000 PLATE USE 1/6 S.S. LAG SCREW W/ 1-3/4 PENETRATION INTO W000 PLATE p 12" 0.C. TWO 1 /8. 5 S LAG SCREW p 24. MAX W/ 1.3/6 PENETRATION IN CENTER OF STUDS (MAX. DESIGN LOAD = • 72 P.S.F.) WALL MOUNT SECTION - USING 2" x 6" WOOD PLATE - Utl . Z Z I 1 z ° U - N LL f = .) • W D ! - Q � � . < g! W. ¢ m U 9 1 `..-0 C N O T,1 Q o S < I I Ua ci, 51 0a 2 - i r: CA a 2• f f > u I �S $. l � ' 2 . N z 3: ..:5 h n U > I 1 0 E =aI o: F, D m el l . U ° „ m m Z f_1 ,I r rn Iu } ;Lill r- w> ;11:31111 rVy t w21z m i• Y u S 3 li I I W I (- o U w I 0. 0^ z 1U ¢te �� 0 z mLL U <�n O , IV; w - - 7 UI 0 °1 1 O U o o g- 1 CC '- CC 3 I Cr A. ' 0 m i� TI II IT II CL J 11 ! O . . . 1 ¢ N� w Er)! 1 O O 2 I y �I • a = Of+ l 7. r Q . cool, N O C lu �Z C1 0 °� ` � ila„ NI 1 3l 0'w. i y =1 •a Mt I�I1 � Y Y Y [ m °! I h3 JI^ I °i i.ez. ul.� IH I J� i V.J. KNEZEVICH 111 E i : . II I I M0 i 0 1999; 07/23/`16j: r!D )L - .. ( l oe..gn oT II y VIR' • r • a r �..ny no ! I 99 -817 i d a'ee• I. Jf 6 .. 1 MINIMUM SHUTTER SEPARATION FROM GLASS . OM 1 T 'ACTUAL T HIN. SEPARATION 7 74774 SEPARATION. MAX/MUM ALLOWABLE SPAN SC4EDULE • • TYPE A TYPE 8 TYPE C TYPE 0 DETAIL ® OR OE TAIL C NEG. DESIGN • AN ALL MOUNTING DETAIL E w/ DOUBLE LOAD CONOITIONS SINGLE ANGLE O6 . B O. (PSF) ANGLE �AEOU7R E0 9 -]/16' - H M'.. X. EXCEPT © E F REOUIREO 3 -3/4 MAX. 8.0. 3 -3 /4.' MAX. 0 0 IFT - 041 (F T - 041 IFT - INI - (FT .7N1 300 13 - 7 12 - 4 13 - 1 12 - 7 38.0 13 - 1 it - 0 13 - 1 it - 2 40.0.. 12 - 11 10 - 9 12 - 3 10 - 11 48.0 " 22 - 4 9 - 9 10 - 4 10 - 0 02.0 . 12.1 9 -4 9- 7 9 -7 56.0 1 - .A0 - 4. 0 7 e - _. iimior 8 - 6 668 10 - It 8- 3 8- 3 8. 5 67.5 10 -9 2 -3 8- 3 B -5 772 10 . 3 8-0 8 -0 8 -2 750 9.0 7 -8 7 -8 0 -0 01.4 9 -n 7 -0 7 -0 7 - 068 0- 5 6- 7 6- 7 t- 10 91 6 B- 0 6 -] 6- 3 6- 6 1000 7 -3 5 -9 5 -9 6 -0 7700 6- 7 5 -- 2 5- 2 5- 5 1700 6 -1 4 -9 4 -9 5 -0 . 1300 5- 7 4- 5 - 4 - 5 4- 7 u00 5-2 . 4-1 4 -1 4 -3 1500 4 -10 3-10 3- 10 4-0 1600 4 -6 3 -7 3 -7 3 -9 1700 4 -3 3 - 3 -4 3 -t 1000 4 -0 3 -2 3 -2 3- 190.0 3-70 3 -0 3 -0 3- 1 2000 3 -7 2 -10 2 -70 3 -0 710.0 3 - 2 -8 2 - 8 2 - I0 • • 1 1 2 M7N 1 FASTENER (A 26 0.C. IUSE ANY ANCHOR IN ANCHOR SCHEDULE) 0 ALT. CLOSURE DETAIL • SCALE 3 . 1' -0" 2" • 1/8" ALUM ANGLE 3 1410 TEKSCREWS OR 3- 3/16 - 0 ALUM POP RIVE TSITYP) - 2 - 2 . 1/B ALUM TUBE 6063 -T6 ALLOY ■ 10 • 1/2 GALVANIZED 5115 OR 3/16 - 0 ALUM. POP RIVET p 18 - 0c 1 • 1 • 055 . 1 x 2" • 055". 2 - • 3 - . .055" ; 2 . 4' . 055 OR 2 . 5 . 125- AL ANGLE NIEL EITHER CONDITION HAY BE TYPICAL FOR EITHER SIDE •10 TEK SCREW OR 3/16 - 0 ALUM POP RIVET (• 24 0 C (TYP 0 CORNER CLOSURE DETAIL SCALE 3 • 1' -0" TWO 1/6 FASTENERS EACH ANGLE (SEE ANCHOR SCHEOULEFOR ANY ACCEPTABLE ANCHOR) OM ALT. CLOSURE DETAIL SCALE 3" • r -0 SCALE 3" • 1' - NOTES. . 1 REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONOITIDN IN F7110.' 2. FOR OESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT NIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX SHUTTER SPAN. 4. ENTER 7ABLE 2 WITH POSITIVE DESIGN LOA0 TO OETERMINE MIN. SHUTTER SEPARATION FROM GLASS. 2 • 2 . 1 25" ALUM ANGLE CONT FASTENER p 26 - 0.1. IUSE ANY ANCHOR IN ANCHOR SCHEDULE) 1/4 -20 TRUSS HEAD BOLTS a. NUTS w/ LOCK WASHERS p 26 0 C. 110. 1/2 '• AL V ANIZED 5115 OR 3/16 ALUM POP RIVET (al 1B' . r ..055 ; 1- . Y • 055 - . : 3" . 055 • 2 . 6 , 055 - OR s" , 5" ..125 AL. ANGLE EXISTING STRUCTURE HALF OF O USE MALE ON FEMALE AS REat/MEC) ALT. CORNER CLOSURE DETAIL MIN SHUTTER SEPARATION FROr. GLASS (SEE SCHEDULE SHEET 51 0 062 THICK RECESSED SILL • 3105 -H32 OR 6063 -T6 ALUM _ ALLOY 11/8" BELOW CONCRETEI 1 -1/4' It ;060•• ALTERNATE FLOOR MOUNT DETAIL SCALE 3 "= 1•- 0" BY - _ • L 1/4 MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA 2 // 2-ap a • PRODUCT CO C OL DIVISION SURD; G CODE COMPLIANCE OFFICE ACUPTANCE NO. •9' //29. cA" EXISTING STRUC TURE MIN 3.000 PSI CONCRETE CONCRETE FASTENER (Ol 8" 0 C ANY SCHEDULED FASTENER IS ACCEPTABLE O Y °' 3 U Ii a I i p ^111 N z S N ° 11: IF . �aI I3 il l e.5 •. I 3x7 ' ▪ 0, 1° " ICI to I = V. ). KNEZEVICH 1 I PII L OFE5510N / NGINEE F P I_ _• 52 No P 0. 10983 c 0 07/23/961 • .4 41• 7 Y r.. by AS NO tElli MC) 3 19991 • • 1 1 2 M7N 1 FASTENER (A 26 0.C. IUSE ANY ANCHOR IN ANCHOR SCHEDULE) 0 ALT. CLOSURE DETAIL • SCALE 3 . 1' -0" 2" • 1/8" ALUM ANGLE 3 1410 TEKSCREWS OR 3- 3/16 - 0 ALUM POP RIVE TSITYP) - 2 - 2 . 1/B ALUM TUBE 6063 -T6 ALLOY ■ 10 • 1/2 GALVANIZED 5115 OR 3/16 - 0 ALUM. POP RIVET p 18 - 0c 1 • 1 • 055 . 1 x 2" • 055". 2 - • 3 - . .055" ; 2 . 4' . 055 OR 2 . 5 . 125- AL ANGLE NIEL EITHER CONDITION HAY BE TYPICAL FOR EITHER SIDE •10 TEK SCREW OR 3/16 - 0 ALUM POP RIVET (• 24 0 C (TYP 0 CORNER CLOSURE DETAIL SCALE 3 • 1' -0" TWO 1/6 FASTENERS EACH ANGLE (SEE ANCHOR SCHEOULEFOR ANY ACCEPTABLE ANCHOR) OM ALT. CLOSURE DETAIL SCALE 3" • r -0 SCALE 3" • 1' - NOTES. . 1 REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONOITIDN IN F7110.' 2. FOR OESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT NIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX SHUTTER SPAN. 4. ENTER 7ABLE 2 WITH POSITIVE DESIGN LOA0 TO OETERMINE MIN. SHUTTER SEPARATION FROM GLASS. 2 • 2 . 1 25" ALUM ANGLE CONT FASTENER p 26 - 0.1. IUSE ANY ANCHOR IN ANCHOR SCHEDULE) 1/4 -20 TRUSS HEAD BOLTS a. NUTS w/ LOCK WASHERS p 26 0 C. 110. 1/2 '• AL V ANIZED 5115 OR 3/16 ALUM POP RIVET (al 1B' . r ..055 ; 1- . Y • 055 - . : 3" . 055 • 2 . 6 , 055 - OR s" , 5" ..125 AL. ANGLE EXISTING STRUCTURE HALF OF O USE MALE ON FEMALE AS REat/MEC) ALT. CORNER CLOSURE DETAIL MIN SHUTTER SEPARATION FROr. GLASS (SEE SCHEDULE SHEET 51 0 062 THICK RECESSED SILL • 3105 -H32 OR 6063 -T6 ALUM _ ALLOY 11/8" BELOW CONCRETEI 1 -1/4' It ;060•• ALTERNATE FLOOR MOUNT DETAIL SCALE 3 "= 1•- 0" BY - _ • L 1/4 MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA 2 // 2-ap a • PRODUCT CO C OL DIVISION SURD; G CODE COMPLIANCE OFFICE ACUPTANCE NO. •9' //29. cA" EXISTING STRUC TURE MIN 3.000 PSI CONCRETE CONCRETE FASTENER (Ol 8" 0 C ANY SCHEDULED FASTENER IS ACCEPTABLE O Y °' 3 U Ii a I i p ^111 N z S N ° 11: IF . �aI I3 il l e.5 •. I 3x7 ' ▪ 0, 1° " ICI to I = V. ). KNEZEVICH 1 I PII L OFE5510N / NGINEE F P I_ _• 52 No P 0. 10983 c 0 07/23/961 • .4 41• 7 Y r.. by AS NO tElli MC) 3 19991 • ANCHOR SCHEDULE . FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) . MIN. 2" EDGE DISTANCE - MIN. 3" EDGE DISTANCE SPANS UP TO 5._e•. (SEE NOTE 1) SPANS UP TO 8•_O" (SEE NOTE 1) SPANS UP TO 9 . -0 .. (SEE NOTE 1) SPANS UP TO 13•_1" (SEE NOTE 1) SPANS UP TO 5 (SEE NOTE 1) SPANS UP TO 8' -O" (SEE NOTE 1) SPANS UP TO 9• -0" (SEE NOTE 1) SPANS UP.TO 13•-1" (SEE NOTE 1) CONNECTION 1 - TYPE 2 3 4 5 CONNECTION TYPE 1 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE -------....,_ 1111111111111111111111111 I/ - m ITw TAPCON W I - 1/ - MIN EMBEOME T (MIN. 3,100 .. NCRETE) 4 8.0 12 12 12 7 9 12 12 10 5 7 12 12 9 4 6 6 12 6 3 4 12 12 12 8 11 12 12 12 S 7 12 12 11 5 7 7 12 8 3 4 62.0 12 12 11 5 7 1212 dip. 9 12 7 3 4 I. 11 5 12 12 12 6 8 12 12 10 4 6 1012 6 9 4 5 4 12 7 3 L. 2.0 92.0 12 11 12 12 10 4 7 3 6 5 8 12 Biu 4 4 11 5 2 3 5 4 12 11 6 5 3 L. r 3 4 4 11 11 Er' 3 12 12 12 N 7 9 12 8 3 5 5. 12 7 3 4 I. 12 7 3 4 5/ 3 12 12 9 4 5 I. 12 7 3 4 4 12 7 3 L. L 12 7 3 4 210 0 4 11 5 / 3 4 11 5 3 4 11 5 3 4 11 S /1 3 4 12 7 3 4 4 12 7 3 4 4 12 7 3 4 4 12 7 3 4 * "o = �t- ' � ` ' 1/4 ELCO MALE/ FEMA.LE - PANELMATE W/ 1 -1/4 MIN EMBEDMENT Z. 1/L -20 MACHINE 0W S3 WITH NUT (MIN. 3,. 000 P.S.I. C ONCRETE) CONCRETE) 48:0 12 12 11 5 7 12 12 8 3 5 12 12 7 3 5 5 10 4 3 12 12 12 6 8 12 12 9 4 5 1212 7 1 `8 3 5 5 3 10 9 5' 4/ 4 3 3 6 2.0 12 12 12 12 12 8 4 7 3 5 6 5 4 11131 3 4 6 11 5 re 3 8 4 3 8 4 , � 7 3 11 - 8 5 r 3 , 3 4 ► -3 3 3 3 8 8 8 8 ,r,, e, ♦ 4 ' c� , 12 12 9 3 12 10 4 6 12 12 7 3 4 72.0 12 8 4 5 6 11 6 3 4 10 5 3 - 3 •9 92.0 9 12 9 6 3 �/-- - 4 .--v >7:73 - / 4 3 3 9 9 3 4 3 3 3 9 9 4:7;3' LV, 3 3 3 9 9 4 3 210.0 3 8 � 4 1' /,� . . V 1/4 POWERS CALK w/ 7/8 EMBEDMENT B. 1/4 -20 STAINLESS STEEL MACHINE (MIN. 3.000 P.S.I. CONCRETE) -IN SCREW 48.0 12 12 12 9 12 12 12 11 6 11 12 12 10 6 10 10 12 7 4 7 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 12 12 11 6 8 62.0 12 12 12 7 12 12 12 9 .5 9 12 12 8 4 8 7 12 6 3 6 12 12 12 10 12 12 12 12 7 11 12 12 12 6 10 9 12 10 5 7 72.0 12 12 11 6 11 12 12 7 L. 7 9 12 7 4 6 7 12 6 3 6 12 12 12 9 12 12 12 12 6 9 i2 12 11 5 8 9 12 10 5 7 92.0 12 12 8 5 8 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 12 12 12 7 10 9 12 10 5 7 9 12 10 5 7 12 10 5 7 210 0 7 12 6 6 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 9 12 10 5 7 9 12 10 5 7 9 12 10 7 I �nII 9 12 10 5 7 48.0 12 12 12 8 12 12 9 4 S 12 12 8 3 5 5 10 3 12 12 12 7 9 12 12 11 I. 6 12 12 10 4 5 5 11 6 3 3 62.0 12 12 10 6 12 6 3 3 12 11 9 9 7 3 rp ' _ ' / 4 4 3 3 3 7 4 3 3 11 10 9 9 6 5' 4 "A 4 r 3 3 3 3 3 3 3 3 9 9 Er 4 4 4 9 3 3 3 3 12 12 12 5 7 12 12 8 3 5 9 12 7 3 4 3 10 5/ 3 o Q ) 1/4-0 POWERS 2AMAC NAIL - W/ 1 - 1/8 - MIN. EMBEDMENT (MIN. 3.000 P • CRETE) . 72.0 12 9 12 12 8 3 5 6 3 4 12 12 10 4 6 7 7 3 4 5 11 '7 3 ;a1 L 3 10 5 92.0 10 3 12 10 8 3 4 5 3 3 5 3 r 3 10 5 • 3 3 3 10 10 5 3 S/ 3 3 10 5 M >l\\ 210.0 3 9 4 3 3 10 5 HOLLOW CONCRETE BLOCK .=111111111‘111‘1111l0111% 4 ITW TAPC• w/ 1 -1 - " . n OMENT 48.0 12 12 9 4 5 11 8( 4 1 .3 10 10 5 3 9 r 3 3 12 12 11 4 6 12 12 7 4 11 5 6 3 5X7 3 7 4 62.• 720 1212 1010 6 4 6 3 4.7 6 4 ' 3 � 5 5 3 3 Pr 1212 12 8 3 4 9 9 6 3 6 / 4! / 7 3 4 4 8 5 3 7 ;'/ � 4 / f 6 4 92.0 210 6 / 8 4 r / 5 'Or � 7 5 3 V / 5 3 r 5, 3 6 4 / � 6 -- � 4r/ . 7 ,7 . 7.1/X477. 4 JIJ 3 r / 5 3 � 5 3 r/ 5 3 9' , 6 4 * (� all I/4 ELCO MALE/ FEHALE - PANELMATE" W/ 1 -1/6 MIN. EMBEDMENT & 1/4 -20 MACHINE 'SCREW WITH NUT 48.0 12 12 11 5 7 12 12 9 3 5 12 1 2 7 3 5 5 10 4 4 3 12 12 12 6 8 12 12 9 4 12 12 8 3 5 5 10 5 3 62.0 12 12 8 5 11 12 6 3 4 7 11 5 3 3 8 4 12 12 10 4 5 12 12 7 L J 7 11 6 3 4 3 9 4 3 4.: / 3 72.0 92 0 2100 12 9 3 12 12 8 7 5 • 5 L 4" / 6 3 3 111W 8 8 4 EIJ1 / Y/ 3 � � 4 3 3 9 8 8 4 4 4/ 9' 3 / 3 3 3 8 8 8 4 4" 4 � / 12 12 8 4 5 6 11 5 3 LJ .1) I � 4 10 5! 3 3 9 9 12 9 6 3 4 3 9 4 3 9 4 3 3 9 -,� 4 3 47 3 3 9 4 3 3 9 4 3 3 9 4 3 q. 1/4 - 0 POWERS CALK W/ 7/6 EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE il -IN SCREW 48.0 12 12 9 4 6 12 12 6 3 4 12 12 6 3 4 4 8 4 / 3 1212 12 6 8 12 12 10 4 6 12 12 9 4 5 5 11.6 3 62.0 12 12 7 3 5 10 5 11 9 5 L. 3 3 6 4 10 8 4 4 0 r 3 r 3 3 7 7 3 3 V F 12 12 If 5 6 12 12 8 3 4 7 12 7 3 4 3 9 5 3 72.0 12 12 5 3 4 12 12 10 4 5 7 12 7 L L2J IL I J O 5 3 3 10 9 9 5 5/ 4 3 5 3 j 3 3 3 3 9 5 // 3 9 5 3 9 5 6 92.0 8 10 5 7. 3 3 7 3 3 7 3 r 3 3 10 12 r 7 3 3 9 5 3 210.0 3 7 3 / 3 7 3 `/ / 3 7 3 " 7 3 49 3 9 5 3 3 9 3 4 ,.., • L0 0 12 12 9 L. S 19 10 6 3 9 9 6 4 / L } 3 3 %/ 170 FL- 4 3 ' r 3 12 12 11 11 11 4 1212 8 3 4 1010 7 7 4 r_ 6 1 11 7 7 8 7 • f vi J mlMI 7 6 4./. 8 8 9 6] 3 7 3 3 4 8 5 I , OImI � 1ml41 J I M M M Imlrl 5 8 % � A / 4 ' 4 L f- /1 18111 J J JiJ ,OI,O .DI,O 1/4 - 0 POWERS NAIL -IN W/ 1_118 MIN EMBEDMENT 72 0 10 6 T� ✓/ ,DIJIm % 3 r ! r t• /� : /� �( /, /// � 5 3 6; �, . '�/ I MIMIm 7 4 4 4 6 9 J 5 3 4 p / ! r � / /"� / 4 • /' // 1 .4 /, / �. INiNI I�mi / ./� / //. 92 0 --- 210 0 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE . - • . DESIGN•LOAOS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING I STRUCTURE . ANCHOR TYPE LOAD (W)• PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE • SPANS UP TO 5 ' -8 .. (SEE NOTE 1) SPANS UP TO - (SEE NOTE 1) SPANS UP TO 9 . -0 " (SEE NOTE 1) SPANS UP TO 13 ._ 1 .. (SEE NOTE 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 OOOM 6 111WITIIlMISID 1/L 4 MIN. LAG W/ 1 -3/4 MIN. THREAD PPARAENETLLeL RATIOOR SH PE N EAR RP TO 48.0 12 12 11 7 .121212 8 5 11 .1212 7 4 10 10 12 4 3 7 62.0 1212 8 5 12 12 12 6 I. 8 1212 5 3 7 7 12 4 , 7 6 72 0 12 12 7 5 10 12 12 5 3 7 9 12 T. 3 6 7 12 4 I' ./ 92 0 12 12 5 3 8 7 12 4 // 6 7 12 4/ 6 7 12 L 2100 7 12.4 6 7 12 4/ 6 7 12 4 /_" 7 12 4/ 6 ■• rn • inn nn. • •f 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 MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQuAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY 8E CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE .WITH MANUFACTURERS' RECOMMENDATIONS_ . 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE EXISTING STRUCTURE IS WOOD FRAMING. W000 FRAMING CONO:TIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 x 4" (MIN.) w000 STUD 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD • 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2 ENGAGEMENT OF THREADS 1N BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N 9. ' P%/1 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10 * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12 FOR BUILD -OUT MOUNT SECT E0 ANCHOR SPACING SHALL NOT EXCEED 5" 0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 14214 2/ •7 d c' BY PRODUCT C$ ' IL DIV!S;ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ?' //2 4 !• O¢ v v 2 Z z 0 , -; LL U H W 4) f o iw ¢ ° 5 ^� o 3 • • (1) • 2 Q u+ w g o W f " U t z N 5_ {I N V - z - f _ w > s ~ KIDur z LUz z •a 0 z 0 a 0 w 1 1: 0 1. 0 w N z 0 7 0 O 1- w, W D 1 • 0) a Q a n 0 Z w �..i Z m LL O < ei Q Q t-w W 3 A O , c 3- U 2s Q Q F ! j..1.11! �_ s - ... r te cI;Za..o �eII V r W ` c 7 ¢ L = 0) ) _. a• "(2"' = cl E; > . CV c 2 O Q r 7 . ,. 1 . 7 i - y ,- 0Y Y l[ ; Q in• 1 j3 3 T . I: ( 7 ' .�ols�a � ° ul v I ( V K NE7•E V' H ( /ctNEGr t I ' FL L PE ; . sriec: 6 Or 6 ASSOCIATES, INC. BR KNEZEVICH BUILDING ELECTRICAL PLUMBING ROOFING MIAMI SHORES VILLAGE, FLORIDA PERMIT Owner of f' Building Architect Contractor or Builder Legal Lot 11 Description B1 N9 7501 Work to be performed under this Permit —_ DATE v- 19 C-.f Contractors License No. Subdi- vision Address of Value of 11 Amount of E: Building ` Project $ II Permit $ - This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed ; INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for ell work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY ,..o, "'!' Registered Architect and /or Engineer Name and address of licensed contractor (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date M a y 2 , 19 66 Owner's Name and Address George °'1 *fight — _ - No 306 � � S treet 102 St. Carr Smith and Associates °Tillard Awmir& Shutter Co, 4210 K,'7.33th,Cj,_ Location and legal description of lot to be built on: Lot______— _ Block Subdivision _ Street and Number where work is to be done__ 306 1021].d___S_t. State work to be done and purpose of building (by floors) Installation of louvered StominShutte's (Islanders) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 4'00. -- _Amount of Permit $ Zone cubage required_ Flan Cubage Distarce to next nearest building _________Size of Building Lot Maximum live load to be borne by each floor__ hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance fr all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted or spection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such u contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. X Building Inspector (Signed) STATE OF FLORIDA, COUNTY OF DADE. j Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- pearec ?. __. ------------ to to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated ! are-true. r Permit No ® Date 47 . `r ') Read, S t, nd Subsc Disapproved Date ' otary Public, State of Florida Commission Expires___ Na+ ARy.p u2,l- tg_CTATti- of- f1r1q:dA- at- I44S°; l�Y co;.ihllss:o E ;:Pl.^,ES OCT. 20, 1°37 PLANNING : OARD DATE f9ONDCD TI-IRU MAVNARD DONOING AGC.".;:Y Chairman _ _ Member Member Member Member Member Council Approved ____ Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper I, Iti;c for inspection or faulty materials and /or workmanship. Loa 4-? 0�9 OF 5.;�arrg-Z "