Loading...
1270 NE 100 St (5)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date,/PV-/ ' i/ Job Address ax / de . /C o . Tax Folio //- 5 (0(9 5 0 Legal Descriptionla /3 /3a / »/3. i/3 -Bo' Historically Designated: Yes No Owner/Lessee / Tenant 4/S /5L4 -k6 04//E/2 4 Master Permit # 9 i 1 f Owner's Address /270 XJT • /C • Phone63 L, :75 �J��Q . Contracting Co. SciAtvie v - •Tv,@ (/STR - � f Address 371'9 Nub % r i /111,9401/ FG 33 ( 5R- Qualifier N1 A cJ S e t SS# - Phone 30S G 33 9 g t/ State # C ( C OSS( 2 ( Municipal # Competency # Ins. Co. (6 YE/ Architect/Engineer ft. (J 62-6-t/ ( C6 - pp C- Bonding Company ki f A Mortgagor FEES: PERMIT Permit Type (circle one) WORK DESCRIPTION $r4- (3) S T P 11 cJ -4 `( Z , A-GCO ( ( ON) S (k'rrEF f Square Ft. 3 8 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 construc on and zoning. Furthermore, I authorize the above -named contractor to do the work stated. k 0 1 S D ©L ► V (C-R-ft /n 6-c-c) 117,(,//c7 /. e of o and/or Condo President Date • 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. Notary as to Owner and/or Condarmaident Date My Commission Expires: 1 �. P (1® LEE C. PICKER 0 !11 ! COMMISSION #t CC774604 Mil EXPIRES SEP 13, 2002 v it BONDED THROUGH 4t 0F FV_ ADVANTAGE NOTARY RADON APPROVED: Zoning Building Mechanical Plumbing ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN C.C.F. Address / Zco ,c! chv ry erir pQ. e /do Pct riv-t F 333 2L Address Address Estimated Cost (value) ..5-5-Co ¥ e t c8#2, 4 -30 - Signature of Contractor or Owner - Builder Date a.„4 Notary as to Contractor or Owner - Builder My Commission Expires: D NOTARY 0 " BOND OF SP 30 -0 Date LEE C. PICKER coMMISSION g CC774604 EXPIRES SEP 13, 2002 it BONDED THROUGH ADVANTAGE NOTARY bd TOTAL DUE Electrical Structural Engineer NOTICE OF COMMENCEMENT , RF,SORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION • PERMIT NO. TAX FOLIO NO. ��- 3205 - e07 9- D23 0- STATE OF FLORIDA: COUNTY OF DADE: 1R2 18 160 2001 MAY u 1 10:11 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: ,6//z,Le/ i Zfie72e5. • cue /3t -/ Z'7 , ��s 7s o-o /o B • /S - /B3o -D 393• /. 2.7o A) E loci sr n4I 2/ Tel -ore tc 93 ( 31 2. Description of improvement: S ro R..414 ,P i hJ TM 3. Owner(s) name and address: X "s /5 , / 2 ?o Ai 6 loo All ( J/'v 33 t31 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 37/ NeA) 5csr /)1 /A-nt c 33/4 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 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: 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: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ9nt date is specified) e,Ae ( 114(4 ature of Owner J Print Owner's Name .2 /s (3 ' �. °41'..//2/' Prepared by Li'E c- e l C v-Et. , Sworn to and subscribed before me this 2- of f Pk-f I- , 20 D / . PICKER Address: S' efi C-c� ( A)00 T g Notary Public '� Ao'f Pi L6 ,C0/./MI LEE C C. . • CC774604 3 ?if NW X64 Print Notary's Name *6' J ��, E:PIRE � „13 /'Y1( - 0 ( 3 3 1 4Z My Commission Expires �• �` A • ADVANTAGE NOTARY cTATE OF FLORIDA, COUNTY OF DADE ''r= r.E R Y CERTIFY that this is a tru Fogy of the „mal file r his office on tla of AD 20 WITNESS my hand a d Oflicial Seal. HARVEY RU IN L E of cu t and unty Courts By l A D.C. PERMIT NO. • ADDRESS: . MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with alt Federal. State. CountiVillage rtes and regulations. Who assumes no responsIbUlty for accuracy offor results from these plans. 2. This copy of plans must b• vallabit on building cite or no inspectiun Mil be conducted. . „1 • f'" JOB AODRESS /go' 7 A) e MD 5)- APPLICANT PHONE # APPUCATION It 66. SHEET OF MISCELLANEOUS DATE COMMENTS INITIALS CRITIQUE SHEET i 1 i l ! 1 1 I i 1 I i G 1 ri ) I III I I I; l l l 1� I I I 1 I I I I 1 1 Il `)2 , fal 1 i l I � 1 1 I I I I i • i I 1 1 i I I 1 I I j I I I I s PL I , 1 3Jx L + 1 I u i i i � i I I I 1 i i I I I I I rk/ I I ! I �� I I I I I 1 I I I I I ` I I I i 1 1 ' ! I i ! ; _ CiC/ - i I I 1 I ( I I 1 I I 1 i_ I I { �P a I D ' 1 1 � I 11 row i 3.‘.47.)C i i I 1 • I ; ; ' 1 I j ; �Ii Ili • i I I j i 1 + 1 I -- , . _1e 3 47 la ; I I 1 ��� i 1 III , I i i I , , I , Ii 1 i �' 1 I 1: I I i 1 1 1 �1 I 1 I II 11 I I I i I I I I I fi - - I I I + I I _ f i I I f I � r li �- t� -- ,. I i l l I ' I I 1 ,rte-_ 1 1 I i I • I i l l i I' I I J I I -- --t- I i 1 I; pcc x ,5 2 e - CUSTOMER it ADDRESS: MEN ROOF HEIGHT: BUILDING 'NIDTH: 13313. 76 0 7) N- loo sr' (s- CUSTOMER NAME 1.016 i De.. 0l v, e.. rr+ PRCOUCT• '3 c '/4) 0-6,g i)CC- 'NINCCW HEIGHT ABOVE GFIAOE• L_ Pc >K ACCF HEIGHT: 7 4 > R-t- BUILDINGS EQUAL OR LESS THAN 40 FEET HIGH ROOF SLOPE > 10 DEG. EXPOSURE C MEAN ROOF ELEV. FEET MAX. DESIGN LOADS -PSF EXT. ( +) INT. ( -) 15 45.1 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 DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 MAR 3 0 2001 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. 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 At ,3o-0 ( I ' J'ik)f Dear We are the Dade County Notice of Acceptance Holder for the 6.8" Accordion Shutter under number 99- 1220.09. This Letter authorizes S VIC� -e.) (ND ').S'fla ' to use our 6.8" Accordion Shutter to be used at the following job: Sincerely, Mathew Cicero President Coastal Shutters, Inc. 3789 N.W. 46th Street • Miami, Florida 33142 Office 305 - 633 -3351 • Fax 305 - 633 -3516 1- 888 - 927 -3740 06 01-1 V 1 624 (27c 005 - MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Coastal Shutters, Inc. CONTRACTOR LICENSING SECTION 3789 N.W. 46th Street (305) 375 -2527 FAX (305) 375 -2558 Miami FL 33142 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 6.8" 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 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. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1220.09 Expires:02 /04/2003 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. Approved: 02 /04/2000 Internet mail address: postmaster ©buildingcodeonline.com ti +�dr. 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 Raul Rodriguez Chief Product Control Division rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Off c. Homepage: http : / /www.buildingcodeonline.com Coastal Shutters, Inc. 1. SCOPE This approves an Aluminum 6.8" Accordion Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum 6.8" Accordion Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -909, titled " Coastal 6.8" Residential Accordion ", prepared by Knezevich & Associates, Inc., dated December 8, 1998, last revision #1 dated March 19, 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 6.8" Accordion 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 ". 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. ACCEPTANCE No.: 99- 1220.09 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FEB 0 4 2000 FEB 0 4 2003 Helmy A1,Makar, P.E.- Product Control Examiner Product Control Division 2 of 3 Coastal Shutters, Inc. ACCEPTANCE No. : 99- 1220.09 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FEB 0 4 2000 FEB 0 4 2003 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A.1SXakar, P.E.- Product Control Examiner Product Control Division 3 of 3 NOTES: 1. THIS ACCORDION SHUTTER SYSTEM 15 DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, MIAMI -DADE COUNTY 1991. 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 MUST BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.0 N. 1. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING SLAT AS FOLLOWS: Coastal Shutters, Inc. MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI, U.O.N. POP RIVETS SHALL BE 3/16 . '0 5052 ALUMINUM ALLOY. 6. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 202, AND 203. 7 DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT No. 98 -050. 8 FLOORS TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE CALK -IN REMOVABLE ANCHORS. 9 ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW OR PUSH LOCK AT CENTER OR SIDE CLOSURE. 10. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. r .588 .6001 0 m .O 0 1.162 1 i 3.1.38 2.655 - 2 300 1.825 1.583 L$L , 6° 2.300 2.218 L.105 �- TYP. O BASE SILL SCALE: HALF SIZE 1.753 750 .729 10 MALE/FEMALE LOCK SCALE: HALF SIZE 200 MIN. T.285 1. 00 0 0 N 0 0 875 125" TYP L.105 TYP. 1' - 0" 2.195 1-.510 3 635 O BASE TRACK SCALE: HALF SIZE 5 00" MAX. 11 ANGLE SCALE: 3" 0 m m 0 '0 .050': 90° 1 1 230 0 STAINLESS STEEL ASSEMBLY 1.60 "0 HOLE NYLON WHEEL 1.100" I! - Th2 L 0" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 12 ROLLER ASSEMBLY SCALE: HALF SIZE 2.871. 1 1 825 1.708 . .100 - - I� r .096 i � .195 - I 062 ) , -062 20 0 / .971 I 1250 1200 1. 371.5 O WALL HEADIER SCALE: HALF SIZE ( ) NOT USED SCALE: HALF SIZE C 1 TYP. SLAT 1 SCALE: HALF SIZE 13 BRASS PUSH LOCK SCALE: HALF SIZE .068 m i / 1 068 095 .095 -/r / 068-, i 11.3 1L3 095-" r 297 ..182 3 610 O WALL HEADER SCALE HALF SIZE 1 1 625 1.825 le- 095 971 30.225" 01 - 3 (�I � 15OR 1 311. 325 V11 022 N- .Ig 069 f O STARTER -- SCALE: HALF SIZE m rn 200 / NYLON WASHER (NYLON BUSHING OPTIONAL) st1L x 2-3/L 1.10 HT 5 S SCREW W/4JS500 PLATING (TYP TOP 8 BOTTOM) NYLON BUSHING W/ WASHER: 7/16 "0 x 1/2" (al INTERIOR JOINT TOP 7/16 "0 x 1" (la INTERIOR JOINT BOTTOM BUSHING ASSEMBLY DETAIL SCALE HALF SIZE 1 997 11.3 -fi-.' 1.991. 1 6821 6301 l 062 372 i 1 250 / .971 2. 822 O HEADER SCALE HALF SIZE 1. 510 1. 102 / 0 51- O ALT. SLAT SCALE HALF SIZE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT // 04/ PO% BY •_ PRODUCT CO OL DIViS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 20 - 0 ? / r 227 z 0 Jo << }- J (n< Q Qw 0 II La 0 61 U Z z w._ � u 0 — o UQ O` cn N rn a Q w z_ � O Itu Uo > z --' N V, w� Z, Y • _ • e o • V • orsv.n9 no. Z O z w 0 ✓ 0 < V — 4 U o N 0) 4 - N ' Z 0 0 a. Z al w 0 O - C7 N h m ▪ m L C VJ r o ( r 00 CD � 'ro � V1 •---• Z E: s (V0,.Erl0- 1/1 C.> u JI I (1) V.J. KNEZEVI PROFESS ANAL iNGINF EFI F L e9, a vr.. P: 0 1099 99 -909 0 (n, N CO 0) 07 01 (0 12/08/ ara..n oy •.OT(O L n rs5 .9 n oy r r0:71, V/ K ` V � K t sheet 1 of 6 ( �. c \N (N .n /n1 /n/1 t A•1A FASTENER @ 18" O.C. EXISTING GLASS (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). TYPICAL PLAN VIEW SCALE: 3" VARIES - NO LIMIT TYPICAL ELEVATION N T.S TOP TRACK LAN VIEW 1/1.-20 THUMBSCREW INTO THREADED HOLE. LOCATED AT 1/3 TO 1/2 DISTANCE FROM BOTTOM OF SHUTTER FOR BLADES 5 8' -3 ". USE TWO THUMBSCREWS ON BLADES > 8' -3 ". ONE AT 1/3 AND ONE AT 2/3 FROM BOTTOM OF BLADE. TYPICAL. FOR LOCKING SHUTTERS. A BRASS PUSH LOCK MAY BE SUBSTITUTED 3/16" ALUM. POP RIVET OR t$12 SMS 1/t. -20 THUMBSCREW LOCKING DEVICE OR BRASS PUSH LOCK AT CENTERMATE. SEE TYPICAL PLAN VIEW FOR REQUIREMENTS BOTTOM TRACK 1-1/2" 2 FASTENERS EACH ANGLE 1" x 2" x 1/8" OR 2 "x2 "x1/8" ALUM. ANGLE MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. ",'0 2" x S" MAX. FASTENER (7n 18" O.C. (USE ANY ANCHOR SHOWN 11! ANCHOR SCHEDULE). t412 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET, OR 1/L -20 MACHINE BOLT & NUT GI) 18" O.C. NOTE: STARTERS U MUST BE LOCATED TO INSURE FULL DEP _OYMENT OF SHUTTER AND COMPLETE INTERLOC::ING OF ADJACENT BLADES. 2" x 2" x 1/8" ALUM TUBE 6063 -T6 ALLOY 3/16 ALUM POP RIVET OR #12 SMS 18" O.C. (TYP) TYPICAL BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) EXISTING GLASS SILL 7 3/16 "0 ALUM. POP RIVET OR :412 SMS p 18" 0 C (TYP) 2" x 2" x 1/8' • 6063 -T6 ALUM TUBE 1" x 2" x .093" 6063 -T6 ALUM ANGLE. TYP TYPICAL CORNER CLOSURE DETAILS SCALE 3" = 1' -0" 1 /L -20 THUMBSCREW INTO THREADED HOLE, (SEE TYPICAL PLAN VIEW FOR REQUIREMENTS) O _ z 4 E a W N U1 Q J 0 CC LL MULTIPLE SHUTTER ASSEMBLY SCALE 3" = 1' -0" 3/16 "0 ALUM POP RIVET OR #12 SMS (al 18" O.C. (TYP) 2 FASTENERS EACH ANGLE THREE 3/16 "0 ALUM. POP RIVETS OR THREE #12 SMS. TYP x 2" x 1/8" OR 2" x 2" x 1/8" ALUM ANGLE TYPICAL BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT i 04y0o0 BY PRODUCT CON ROL DIV :S :0N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 9 i -/ 2 2 0 -0/ U Zz N W ,- I_ Q 0 - o Us o ' UI N V) ¢ y W - Z W Uo —z W � Ny wz Z 0 z 0 Jo QQ �-J (n Q. OW 00 �I W ,„J U z 0 0 U CC z 0 0 0 O. 0 z 0 5 u ¢ 0 Q 0 m 0 199 dee by I ctiecb eel by V jM I V )N 1 _ 9 ° 9 : 909 J sheet 2 of 6 I 280 N. UNIVERSITY DRIVE. SURE I SECTION P ,0 ir (SEE SCHEDULE) TABLE 1, PG. 5 (N .n /n1 /n/1 t A•1A FASTENER @ 18" O.C. EXISTING GLASS (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). TYPICAL PLAN VIEW SCALE: 3" VARIES - NO LIMIT TYPICAL ELEVATION N T.S TOP TRACK LAN VIEW 1/1.-20 THUMBSCREW INTO THREADED HOLE. LOCATED AT 1/3 TO 1/2 DISTANCE FROM BOTTOM OF SHUTTER FOR BLADES 5 8' -3 ". USE TWO THUMBSCREWS ON BLADES > 8' -3 ". ONE AT 1/3 AND ONE AT 2/3 FROM BOTTOM OF BLADE. TYPICAL. FOR LOCKING SHUTTERS. A BRASS PUSH LOCK MAY BE SUBSTITUTED 3/16" ALUM. POP RIVET OR t$12 SMS 1/t. -20 THUMBSCREW LOCKING DEVICE OR BRASS PUSH LOCK AT CENTERMATE. SEE TYPICAL PLAN VIEW FOR REQUIREMENTS BOTTOM TRACK 1-1/2" 2 FASTENERS EACH ANGLE 1" x 2" x 1/8" OR 2 "x2 "x1/8" ALUM. ANGLE MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. ",'0 2" x S" MAX. FASTENER (7n 18" O.C. (USE ANY ANCHOR SHOWN 11! ANCHOR SCHEDULE). t412 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET, OR 1/L -20 MACHINE BOLT & NUT GI) 18" O.C. NOTE: STARTERS U MUST BE LOCATED TO INSURE FULL DEP _OYMENT OF SHUTTER AND COMPLETE INTERLOC::ING OF ADJACENT BLADES. 2" x 2" x 1/8" ALUM TUBE 6063 -T6 ALLOY 3/16 ALUM POP RIVET OR #12 SMS 18" O.C. (TYP) TYPICAL BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) EXISTING GLASS SILL 7 3/16 "0 ALUM. POP RIVET OR :412 SMS p 18" 0 C (TYP) 2" x 2" x 1/8' • 6063 -T6 ALUM TUBE 1" x 2" x .093" 6063 -T6 ALUM ANGLE. TYP TYPICAL CORNER CLOSURE DETAILS SCALE 3" = 1' -0" 1 /L -20 THUMBSCREW INTO THREADED HOLE, (SEE TYPICAL PLAN VIEW FOR REQUIREMENTS) O _ z 4 E a W N U1 Q J 0 CC LL MULTIPLE SHUTTER ASSEMBLY SCALE 3" = 1' -0" 3/16 "0 ALUM POP RIVET OR #12 SMS (al 18" O.C. (TYP) 2 FASTENERS EACH ANGLE THREE 3/16 "0 ALUM. POP RIVETS OR THREE #12 SMS. TYP x 2" x 1/8" OR 2" x 2" x 1/8" ALUM ANGLE TYPICAL BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT i 04y0o0 BY PRODUCT CON ROL DIV :S :0N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 9 i -/ 2 2 0 -0/ U Zz N W ,- I_ Q 0 - o Us o ' UI N V) ¢ y W - Z W Uo —z W � Ny wz Z 0 z 0 Jo QQ �-J (n Q. OW 00 �I W ,„J U z 0 0 U CC z 0 0 0 O. 0 z 0 5 u ¢ 0 Q 0 m 0 199 dee by I ctiecb eel by V jM I V )N 1 _ 9 ° 9 : 909 J sheet 2 of 6 I 280 N. UNIVERSITY DRIVE. SURE I D w W l.7 0 w GLASS OR DOOR 1- tn 0 EMBED. II SEE TABLE 1 2 FOR MIN. IISEPARATIO FROM GLASS 1/2 O WALL MOUNT SECTION SCALE 3 "= 1'- 0" FASTENER, SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 4" EXISTING S TRUCTURE FASTENER, SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 1" 0 w GLASS OR DOOR w 0 w FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 1" EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 2" EXISTING STRUCTURE J EMBED 1 /L" MAX. 1 /4" MAX. cc W � - J F- O O = w Z O to 0Z a 4 o vtn 4 FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 2" EXISTING STRUCTURE 5" MAX. 11 -u 1/2" w J 4 1/L -20 SCREW 9" O.C. 1 GLASS OR DOOR S.S. MACHINE & NUT @ 3" x 3" x 1 /L" CONT 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) 0 _ j1/Z" SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS rk 1/2 — 11/2" ww 0 CY S to X Z w Z 1/4" MAX. 1 /L" MAX. 11 CONT. (TYP TOP & BOTTOM FASTENER, SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 4" O BUILD OUT MOUNT SECTION SCALE : 3 "= 1'- 0" 11 EMBED. FROM GLASS — 'j1/2 1/2 X O V»J eV, O V SEE TABLE 2 FOR MIN. SEPARATION 1/L -20 MACHINE BOLT W/ NUT OR 411- SMS (al 12" 0.C. (TYP. TOP & BOTTOM) WALL MOUNT SECTION SCALE : 3 "= 1'- 0" a ww 1 - J =0 w Zu O to < 0z 4 0 w v to 4 GLASS - OR DOOR — PLYWOOD & EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHED. BASED ON CONNECTION "TYPE 1" STAGGER SPACING. SEE SPACING DIAGRAM ON ANCHOR SCHED. SEE TABLE 2 FOR MIN SEPARATION FROM GLASS STUCCO FINISH 1/ MAX. 1/4" MAX. � - EXISTING STRUCTURE MiSta D D_ to D J I O = w w in ZL) J Otn< O 1- C4 0 0_ LAO 4 FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 5" STAGGER SPACING. O: t_ 1" x L" x 125" 6063 -T6 ALUM. TUBE NOTE: THIS DETAIL MAY BE USED AT TOP MAX. DESIGN LOAD = 72 PSF O WALL MOUNT SECTION SCALE : 3 "= 1'- 0" EXISTING CONCRETE . OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE GLASS OR DOOR 1412 x 1/2" SMS (nl 12" 0 C. OR 3/16 "0 ALUM. POP RIVETS 6" O.C. ()and 0 ASSEMBLY 0 co W EXISTING CONCRETE OR BLOCK ONLY WOOD FRAMING & W000 ANCHORS NOT ACCEPTABLE O EXISTING WOOD TRUSS OR RAFTER (al 24" MAX 0 C SEE TABLE n 2 FOR MIN. SEPARATION 11 . 0 4 Z Z - 1 " x 4" x 1/8" 6063 -T6 ALUM TUBE W/ THREE -1/4"0 WOOD LAG SCREWS W/ 2 -3 / T'IIN PENETRATION IN WOOD p EACH RAFTER OF TRUSS. 2L" 0.C. MAX. n n 1 /L" MAX. 1 /L -20 S.S. MACHINE SCREW p 12" 0.C. W/ 1/2 "0 ACCESS HOLE ON SCREWS BACKSIDE OF TUBE OR 2 •• #11- SMS @ 12" 0.0 MAX. CENTER OF STUDS 1416 SMS pn MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x L" TUBE CONNECTION 1/2" u TWO 1 /1.."o S.S. LAG (al 2L" 0.C. MAX. W/ PENETRATION IN FROM GLASS EXISTING FINISH MATERIAL O 1(2_ 3" 1 /2 d -1/2'; -1/2'1 (MAX DESIGN LOAD c 72 PSF) TRUSS MOUNT SECTION SCALE 3 "= V- 0" FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 3" 1 /L" MAX. 0: W IX /— J F O w ~ o =0 W o Z v m O to 4 X Z w 4 F J ° v In 4 1 /L" MAX X — 1112 x 1/2" SMS z (nl 12" O.C. OR 3/16 "0 ALUM. POP RIVETS (7a 6" O.C. FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 3" ALT FASTENER LOCATION. STAGGER SPACING, SEE SEE ANCHOR SCHEDULE SPACING DIAGRAM ON BASED ON CONNECTION ANCHOR SCHEDULE "TYPE 3" -FRONT AND BACK ANCHORS NOT REQUIRED W/ THIS LOCATION CEILING /INSIDE MOUNT SECTION SCALE 3 "= 1'- 0" Z z_0 F~ ( W Z N W WHERE TUBE EXTENDS BEYOND LAST TRUSS. EXTEND TUBE TO NEXT TRUSS 1/L" MAX -ff L.) LA X 4 a0 z 4 Q_ V1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT o 4, 2 BY ! A PRODUCT CO OL DIViS'0"f z 0 iocy �o J Q coQ Q1— 0 0 U _ En W (Y c 0 m ENV lul. •S NOTED V.J. KNWVI PROFESSIONAL E .INEER FL L. en a No PE ,0 ' . 83 1 199 2/08/98 c e C O y s, • 0 O o 4 rdes.gn by 1 l V,K 6 8 N 7 N r m 0 V1`' A t0.. [prawn by t M( (cnec�.•a b 1 1 V,a of a...ng CIO 99 -909 sheet 3 or 6 1 a BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. � � - l 1 2 0. 0 9 * BEAM SCHEDULE DESCRIPTION SHUTTER SPAN B BEAM M BEAM 2" x 5" 5 -0" 9 -5" 9 -0" Tw = .125" 8' -0" 8' -1" 8' -0" T f = .12 5 " 10. -3" 7. - 7. -1.- 2 x 7" 5 -0" 11' -L" 8 -5" 8' 0" 9 7' - 6" Tw = 072 T = .130 10'_3" 8 7 -0" 2 .. x 9.. 5 . -0 .. .. 15' -5 9. -L. Tw = .072' 8' -0" 13'••2" 8' -4" 7f = .224 10'-3" 11 ._ 11 .. 7 . -9 .. 1/4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE 31 THIS PG. FOR NUMBER OF ANCHORS REDID.) 12/21/99 14:37 EXISTING STRUCTURE GLASS OR DOOR 11 - o � w m� o• 1/1.-0 RAWL CALK -IN ANCHORS W/ 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE 31 THIS PG. FOR NUMBER 0 ANCHORS REQ•D.) EXISTING STRUCTURE EMBED EXISTING STRUCTURE fPl V-1 / SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS PAGE 6 THREE 1/L"0 THRU BOLTS SEE NOTE 31. THIS PAGE FOR ANGLE SIZE AND ANCHORS REDID SCALE : 3 "= 1'- 0" ALT. LEG DIRECTION SEE NOTE 31. THIS PAGE FOR ANGLE SIZE AND ANCHORS REQ'0 EXISTING STRUCTURE EXISTING FINISH MATERIAL 3 CUT IN 2" TO 3" INTERVALS O FORM CURVE (SEE DETAIL O FOR WELDING INFO). TYP, TOP & BOTTOM FASTENER (al EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 3" TO VERIFY ANCHOR SPACING IS ACCEPTABLE EXISTING FINISH MATERIAL rTw LTw ALT. LEG DIRECTION /— ACCESS HOLE 1/1.-20 MACHINE BOLT W/ NUT OR 1$14 x 3/4" SMS (al 12" 0.C. ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) +Tf Tf (MAX. DESIGN LOAD = _ 72 P.S.F ) 1/4" MAX. 1 = 2 ~ Z Z Q J w w J m O; (- uJ w� N EC O 2 2 • rn N X C] Z Q " w CC F 2 0 N 1 /4" MAX. ALUM BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 MACHINE BOLT W/ NUT OR 1414 x 3/1." SMS @ 12" 0.C. ACCESS HOLE 11/2" Z w J f W r 7 2 to X Q z J 1/ MAX 1/1.-20 MACHINE BOLT W / NUT (@ "0.C. 11 CUT AT INTERVALS TO ORM CURVE (SEE DETAIL LO FOR WELDING INFO.) FASTENER AT EACH 2" TO 3" PIECE SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 1" TO VERIFY ANCHOR SPACING IS ACCEPTABLE NOTE. CEILING HEADER 0 MAY BE USED TOP OR BOTTOM AS FIELD CONDITIONS REQUIRE. O CURVED TRACK DETAIL SCALE 3" = 1' -0" * FULL LENGTH II'!SIDE EXCEPT AT "NOTCHES" MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE 2 PAGE 61 GLASS OR DOOR 4411. x 1/2" SMS OR 3/16 "0 ALUM. POP RIVETS (al 6" 0.C. T AND O6 SEMBLY EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE USE BEALi SCHEDULE FOR DETAIL TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION W/ OTHER CONNECT iON DETAILS. WHERE USED TOGETHER. BEAM MUST BE LIMITED TO TOP BEAM SPANS. NOTE 31: 2" x 3" x 1/1." 6063 -T6 ALUM ANGLE TOP & BOTTOM. FOR 2" x 5" & 2° x 7" BEAM, USE THREE 1/4"0 RAWL CALK -IN ANCHORS (Dl 3" 0.C. IN EACH ANGLE AND USE 8" LONG ANGLES FOR 2" x 9" BEAM. USE FOUR 1/4"0 CALK -IN ANCHORS (al 3" 0 C. IN EACH ANGLE AND USE 11" LONG ANGLES © BUILD -OUT MOUNT SECTION FASTENER. SEE DETAIL K (al EVERY 2" TO 3" PIECE LU T LINE (SEE DETAIL FOR INFO TYP * CEILING HEADER SCALE: 3" = 1' -0" PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE CURVED TRACK PLAN VIEW N. T.S. CEILING HEADER (SEE NOTE BELOW) * BUILD -OUT ANGLE * NOTE WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS ARE THE SAME (USE ER1.093 FILLER ALLOY FOR ALL WELDING.) O WELDING DETAILS (MAX DESIGN LOAD = 72 PSF) OI PASS THRU DETAIL SCALE .3 1 " -0" CEILING HEADER (SEE DERAIL FOR WELDING INFO) 3/1." PLYWOOD 2" x 4" x 1/8" CONT. ALUM. TUBE (6063 -T6) 1/4 "0 POWERS RAWL CALK -1N (al 6" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (al 6" 0 C. W/ 1 -1/2" MIN EMB. IN WOOD WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 1/2 "0 THRU BOLT p 12" 0 C. 1/4 "0 POWERS RAWL CALK -IN @ 12" 0 C WITH 7/8" MIN. EMB IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (al 24" 0.0 W/ 1 -1/2" MIN EMB IN WOOD WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (a TRACK APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE l DAT BY PRODUCT CON MAX. 1/8" TILE FINISH MATERIAL 04 Z oo OL DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 99 - Z L O. Of z 0 co ( do JU << f-J Q Ow 0 W EL En c 0 0 0 U LL t S W Q 0 t u Q a o J y rt w � t z 2 al co 0 2 0 0 u 2 7 0 N 00 01 0) 01 (.0 (V (n V.J. KNEZEV( 1 Pri0FESSIONA / li� . INFER FL L)cehs _ N PE •6 983 des'9" by V In Or.....np no 1 1999 12/08/98 M ` c ch∎Che 99 -909 VJN sheet 1 - of 6 ANCHOR SCHEDULE FASTENER 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 6 -0 (SEE NOTE 1) SPANS UP TO 8 -8 (SEE NOTE 1) SPANS UP TO 12 -10 (SEE NOTE 1) - SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 L 5 CONNECTION 1 TYPE 2 3 1. 5 CONNECTION 1 TYPE 2 3 L 5 CONNECTION 1 TYPE - 3 1. 5 CONNECTION 1 TYPE 2 3 L 5 CONNECTION 1 TYPE 2 3 L 5 CONCRETE � t 1 - 3 (MIN. ���p����� u�� 11, » 1111 > 48.0 12 12 12 12 11 12 12 10 12 7 12 12 6 12 5 12 12 12 12 12 12 12 12 12 9 12 12 8 12 6 62.0 12 12 11 12 8 12 12 7 12 5 12 8 5 10 1. 12 12 12 12 10 12 12 10 12 7 12 9 6 12 L iima �� 1 /L"0 ITW OR ELCO TAPCON W/ /L" MIN. EMBEDMENT 3.000 PSI CONCRETE) 72.0 12 12 9 12 7 12 12 6 12 5 11 5 L 7 3 12 12 12 12 9 12 12 ro 12 6 12 6 5 8 L 110.0 12 12 3 6 3 12 5 L J� // � 10 5 9 3 1. 3 7 5 3 1 / 9 9 3 3 3 3 5 5 / 12 10 12 L 8 L 12 6 5 3 12 10 5 1. 5 L 8 6 1. 3 10 10 L L L L 6 6 3 3 200.0 9 8.0 12 12 12 12 16 12 12 12 12 16 12 12 12 12 12 12 12 12 12 16 12 12 12 12 16 12 12 12 12 16 1 (MIN. ell 11 3/8 "m POWERS RAWL DROP - IN & 3/8 "0 STAINLESS STEEL BOLT WITH 9/16" MIN. EMBEDMENT 3.000 PSI CONCRETE) 62.0 12 12 12 12 16 12 12 12 12 11. 12 12 12 12 9 12 12 12 12 16 12 12 12 12 16 12 12 12 12 11. 72.0 12 12 12 12 16 12 12 12 12 12 12 12 10 12 8 12 12 12 12 16 12 12 12 12 16 12 12 12 12 12 110.0 12 12 12 12 11 12 12 10 12 7 12 9 8 12 6 12 12 12 12 16 12 12 12 12 12 12 12 12 12 10 200.0 12 9 8 12 6 12 9 8 12 6 12 9 8 12 6 12 12 12 12 10 12 12 12 12 10 12 12 12 12 10 I'1 1 /L"w POWERS CALK - IN W/ & 1/L - 20 STEEL MACHINE (MIN. 3,000 FASTENING 7/8 STAINLESS PSI CONCRETE) II EMBED. SCREW 1.3.0 12 12 12 12 12 12 12 10 12 8 12 12 7 12 5 12 12 12 12 12 12 12 12 12 12 12 12 11 12 8 62.0 12 12 11 12 9 12 12 8 12 6 12 10 5 12 1. 12 12 12 12 12 12 12 12 12 1-- 9 8 12 12 9 12 6 72.0 12 12 10 12 8 12 12 7 12 5 12 7 L 10 3 12 12 12 12 12 12 11 121_8_ 12 8 7 12 5 110.0 12 12 6 12 5 12 6 1. 9 3 12 1. 3 7 3 12 12 10 12 8 12 8 7 { - 11 5 12 5 6 8 L 200.0 12 1. 3 7 3 12 1. 3 7 3 12 1. 3 7 3 12 5 6 8 L 12 5 6 8 1 L 12 5 6 8 1. 1.8.0 12 12 12 12 12 12 12 12 12 12 12 12 11 12 8 12 12 12 12 12 12 12 12 12 112 12 12 12 11 62.0 12 12 12 12 12 12 12 12 12 9 12 12 9 12 6 12 12 12 12 12 12 12 12 12 12 12 12112 12110 1 12 12 12 10 11 10 12 12 8 7 1/4"01 ELCO CRETE FLEX W/ 1 - 3 /L MIN. EMBEDMENT (MIN. 3.300 P.S.I. CONCRETE) 72.0 12 12 12 12 12 12 12 11 12 8 12 8 7 12 5 12 12 12 12 12 110.0 12 12 11 12 8 12 8 7 11 5 12 5 6 8 1. 12 12 12 12 10 12 9 10 12 ! 7 12 7 8 10 6 200.0 12 5 6 8 1. 12 5 6 8 1 . 12 5 6 8 1. 12 7 8 10 6 12 7 8 10 6 12 7 8 10 6 HOLLOW CONCRETE BLOCK 1.8 0 12 12 8 12 5 10 10 5 10 3 7 7 t/ ��� 3 ��i // 7 il7,1 Al2 12 12 12 9 7 12 12 6 5 11 9 11 9 6 11 1. 5 9 3 7 6 7 1. 7 3 3 3 5 62.0 11 11 6 11 L 8 8 L 8 imam 1 -1 =mu 111 - 1 /L "� ITW OR ELCO TAPCON W/ /L" MIN. EMBEDMENT 72.0 10 10 5 10 3 7 7 3 ./u 7 r �'�'���,r /� IIAI 11 7 11 6 11 1. 7 7 1. 7 3 i • 4///%/' rid Er 110.0 6 6 3 6/ 7 /l.I��Gff/ L 7 5 !/; 3 3 Y4 2u 0.0 3 ■I 1 /L - 0 POWERS FASTENING CALK - IN W/ 7/8 & 1/1 STAINLESS STEEL MACHINE SCREW EMBED. 1.8.0 12 12 8 12 6 12 12 6 12 1. 9 12 12 12 9 12 12 9 12 6 11 11 6 11 1. 62.0 12 12 6 12 5 10 10 1. 10 3 7 12 12 10 12 7 12 12 7 12 8 5 1. 7 3 72.0 12 12 5 12 1. 9 9 1. 9 6'�i i��i0 � �d � 12 12 9 6 11 11 6 11 1. 7 3 L 5 110.0 8 5 8 Alffa 3 8 j 5 Y/ 5 ,, ,/ ir////. 3 3 � 10 6 10 5 1. 7 3 L L J 6 3 3 200.0 / 3 3 6 3 3 3 / 1. 8.0 12 12 12 12 11 12 12 11 12 7 12 12 7 12 5 12 12 12 12 11 12 12 11 12 N 12 12 7 12 5 62.0 12 12 12 12 8 12 12 8 12 6 11 7 5 9 L 12 12 12 9 12 12 8 12 co 12 7 5 10 1. 1 /t." ELCO CRETE FLEX w/ 1 -1 /L rim. EMBEDMENT 72.0 12 12 10 12 7 12 12 7 12 5 9 1. 1. 6 3 12 12 10 12 7 12 12 7 12 5 10 5 5 7 3 12 12 6 12 L 9 1. 1. 6 3 L 1. 12 12 7 12 5 10 1. 1. 6 8 3 1. 5 3 200.0 8 3 L L/ 8 3 1. 1. 1 A 8 3 L 5 3 8 3 1. 5 LI I 8 3 1. 5 3 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (1„/) PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8 " (SEE NOTE 1) SPANS UP TO 12•_10 - (SEE NOTE 1) CONNECTION 1 TYPE 2 3 1. 5 CONNECTION 1 TYPE 2 3 1. 5 CONNECTION 1 TYPE 2 3 L 5 000M L8.0 12 12 10 12 8 12 12 7 12 12 12 1. 12 ���p����� u�� 11, » 1111 > 62.0 12 12 8 12 6 12 12 5 12 12 10 3 12 L..`-° 1 /C."0 WOOD LAG W/ 1 -3 /L" MIN. THREAD EMBED. SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 72.0 12 12 7 12 5 12 12 1. 12 12 6 3 9 110.0 12 12 L 12 3 12 6 3 9 • 11 1. p ' 7 7 r CCC' 200.0 11 L � �� r 11 1.8.0 12 12 12 A l2�//12 12 12 1212 rd 12 9 10 10 ' 1 0 6 � ra 62.0 7/16 - m WOOD BUSHING W/ 7/8" MIN. EMBEDMENT SEAINCSS STEEL STEEL MAACHINE SCREW 72.0 12 12 12 7' 10 10 o 10 I �� %Ii 1. 110.0 9 99 Arm 9 L A 3 SUM / 3 3 r 200 0 5/ V.J KNEZ CH PIIOFESSIONA( E GINEEI1 F L L.c. e No P • 10 0963 A. at= 1999 ° ` 12/08/98 (sla [drawn I:7 ,c ) des19n dy rr..cl..d by VP< VP 1 draw.n9 no 99 -909 sheet 5 of 6 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE 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 BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1.. 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. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE wOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TA PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEr1 TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "xL" (MIN.) WOOD STUD. 3 /L" EDGE DISTANCE IS ACCEPTABLE FOR WOOD 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 IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. l/r 10 DESIGNATES ANCHOR CONDITIONS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT 0 O I S NOTE: "S" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SCALE: 3" = 1' -0" 2 x S 0 INDICATES ANCHOR SCHEDULE SPACING SPACING DIAGRAM FOR CONNECTION TYPE •1 W/ PIECE 2 AND TYPE 3 OUTSIDE ANCHO S ON PIECE 0 HEADER /SILL OR 110 /0 COMBINATION APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE GATE BY PRODUCT CO ' 'OL DIV!S'ON BUILDING CODE COMPLIANCE 'OFFICE ACCEPTANCE NO. _Y ? -/a1 0 . , 09 z 0 .cop O << �-J (n OW U° (1) W 0 3k 0 V.J. KN EVI PROFESS •NAL E• 'INEEII FL I_ c =rn.e No p; • • 0983 ■ S:'. PM II 111 2/08/98 (drawn by ..c O••.On by I cn•<�.•O b V/X 1 V,K er14.110 no. 99 - sheer 6 or 6 1 ACCORDION SHUTTER SPAN SCHEDULE NEGATIVE DESIGN LOAD W (PSF) FOR ALL MOUNTING CONDITIONS POSITIVE DESIGN LOAD (WI (PSF) L max. (FT -IN) 30.0 MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) 12 -10 35.0 8' -3" 12 -4 4 0.0 10' -0" 11 -11 45.0 11 " -11 " 11 -7 50.0 50.0 11 -3 55.0 1 -3/1. 11 -0 60.0 2 -3/8 10 -9 65.0 3 10 -6 70.0 3 -1/8 10 -4 72.0 3 -1/8 10 -3 75.0 3 -3/4 10 -2 80.0 5' -0" 9 -11 90.0 8' -3" 9 -7 100.0 10' -S" 9 -3 110.0 80.0 9 -0 120.0 1 -3/8 B -8 130.0 2 -1/8 8 -4 133.0 2 -5 /8 8 -3 14 0-0 3 -1/8 7 -11 150.0 3 -1/8 7 -5 160.0 3 -1/8 6 -11 170.0 S' -0" 6 -6 180.0 7' -0" " 6 -2 190.0 8' -3" 5 -10 200.0 110.0 5 -6 • TABLE 1 NOTES: 1 E: :TER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM SHUTTER SPAN. POSITIVE LOADS I;ESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION ?AY BE USED TO DETERMINE ALLOWABLE SPANS. T A B L E APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF 4441' O¢ ZpO O BY PRODUCT CONT DIVISION BUILDING CODE COMPLIANCE OFFICE - ACCEPFANCE NO 99 /2 Z O.O � w c 0 N m MINIMUM SEPARATION FROM GLASS POSITIVE DESIGN LOAD (WI (PSF) ACTUAL SHUTTER SPAN (L) (FT. - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) 1.0.0 8' -3" 3 -1/8 1 -5/8 10' -0" 3-3/1. 2 -1/8 11 " -11 " 3 -3/1. 3 50.0 8' -3" 3 -1/8 1 -3/1. 10' -0" 3 -3/ 2 -3/8 11' -4" 3 -3/1. 3 60.0 5' -0" 3 -1/8 1-1/1. 8' -3" 3 -1/8 1 -7/8 10' -9" 3 -3/4 3 70.0 5' -0" 3 -1/8 1 -1/8 8' -3" 3 -1/8 1 -7/8 10' -S" 3 -3/1. 3 80.0 6' -0" 3 -1/8 1 -3/8 8' -3" 3 -1/8 2 -1/8 9' -4•" 3 -3/4 2 -5 /8 90.0 5' -0" 3 -1/8 1 -3/8 7' -0" 3 -1/8 1 -5/8 8' -3" 3 -1/8 2 -1/8 100.0 S' -0" 3 -1/8 1 -3/8 7' -0" " 3 -1/8 1 -3/1. 8' -3" 3 -1/8 2 -1/1. 110.0 5' -0" 3 -1/8 1 -3/8 7' -0" 3 -1/8 1 -7/8 8' -3" 3 -1/8 2 -3/8 120.0 5' -0" 3 -1 /8 1 -3/8 7' -0" 3 -1/8 1 -7/8 8' -3" 3 -1/8 2 -1/1. -130.0 5 -0" 3 -1/8 1 -3/8 7' -0" 3 -1/8 1 -7/8 8' -3" 3 -1/8 2 -1/2 • TABLE 1 NOTES: 1 E: :TER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM SHUTTER SPAN. POSITIVE LOADS I;ESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION ?AY BE USED TO DETERMINE ALLOWABLE SPANS. T A B L E APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF 4441' O¢ ZpO O BY PRODUCT CONT DIVISION BUILDING CODE COMPLIANCE OFFICE - ACCEPFANCE NO 99 /2 Z O.O � w c 0 N m Sincerely, President Aflan}ic Shuffers, Inc. iliiiiiiiiiiiiiiiiiiii Hurricane Shutters Storm Panels • Accordions • Roll -ups No. SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official MUM Stk1 Attn: Building Official: We are Dade County Notice of Acceptance Holder for the .063 Aluminum Storm Panel under number 01- 0124.15. This letter authorizes 5611- (J(c5tJ IA)D0f772.4 � Aluminum Storm Panels at the following job: Kevin P. Kennedy Pe 1-1 t11E04 / 2.70 ,t4: toas v2 /4 .r 1 r(-- 15421 West Dixie Highway, Bay 23 • N. Miami Beach, FL 33162 (305) 945-7277 • Fax: (305) 945 -1131 to use our .063 a MIAMIDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc: 15421 West Dixie Hwy. Bay 23 North Miami Bch ,FL 33162 Your application for Notice of Acceptance (NOA) of: 0.063" Aluminum Storm Panels 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0124.15 EXPIRES: 03/26/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set lorth above. APPROVED: 04/12/2001 11s0450001\pc2000 \\templates \notice acceptance cover page.dot Internet mail address: postmaster i buildingcodeonline.com MIAMI - DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE \ll RO -Di \DE FLAGLER 13)))[ 1) NC, 140 WEST FLAGLER S"IREE I'. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2553 CON ENFORCEMIENT DIVISION (305) 375 -2966 FAX (305) 375- 2 9 03 mom ICT CONrR01. DIVISION (305) 375 -2902 FAX (305) 372 -6359 Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office Homcpage: http : / /svww.buildingcodeonline.corn A Atlantic Shutters, Inc. ACCEPTANCE No.: 01-0124.15 APPROVED 04/12/2001 EXPIRES 03/26/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 99- 0208.02, which was issued on March 4, 1999. It approves an 0.063" aluminum storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 0.063" aluminum storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -210, titled " 0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated January 18, 2001, sheets 1 through 7 of 7, 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 0.063" aluminum storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of' Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida I3uilding Code (SFBC) in order to properly evaluate the installation of this system. Y e/ Helmy A. Makar, P.E. - Product Control Examiner Product Control Division Atlantic Shutters, Inc. 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. 1 9.: APPROVED 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 he 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 he cause for termination and removal of Acceptance. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF TIIIS ACCEPTANCE 4 3 ACCEPTANCE No.: 01- 0124.15 04/12/2001 EXPIRES 03/26/2006 l-Ielmy A. 1G(akar, P.G. - Product Control Examiner Product Control Division N 0 0 N I _ r H 0 Jw l7 wJ Z ZZm LIJ J w wF1Z Za < ao a a1--' ulnp Xuji .ww Q E mu a -1 0 U_ 400" 7 -125" TYP. (TYP.) 2.016" VARIES: 5.00'• MAX.J ANGLE O 5 SCALE S " =1' -0" WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION 6" TYPICAL ELEVATION - TYPE I FASTENER (la 12" 0.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. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) 01/18/01 12:34 PRODUCT MARKING LOCATION j _1701' 12.00 COVERAGE 13.50" FULL PANEL O O 2.016" PRODUCT MARKING (OPTIONAL LOCATION) 1/4 -20 X 3/4" MIN PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 093" TYP STUDDED ANGLE SCALE S" =1' -0" TOP MOUNT PIECE 0.0 O. OR PLAN VIEW 8 1" x 1" TUBE FASTENERS (SEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECE® OR O STORM PANEL SCALE : 3•' = 1'- 0" 0 Jw WJ Z Zm J WE 1 Zef QO 11 -0 •ww x'"= E UIv VI J OVERLAP FASTENERS TYP. (SEE NOTE 44 6) 063 400" 6 " (TYP.) ALUM. ANGLE CLOSURE PIECE 1" x 2" x .055" MIN. TO 2" x 5" x .055" MAX. 1/4" MAX. 75'i 6.00" COVERAGE (ZAMAC 3 ALLOY) WASHERED WINGNUT 0 SCALE . HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION 7.50" HALF PANEL TYPICAL ELEVATION -TYPE II 4" MAX. TOP MOUNT PIECE OR OR DIR CT MOUNT PLAN VIEW & FASTENERS UBE (SEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECE® OR OR DIRECT MOUNT EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) PLAN VIEW SCALE- 1 -1/2" = 1' -0" 0 Jw UJJ Z ZOD J a Q LuE ZO Q0 11 ww xw E N -J 1-- 0 Z w -J J w Z Q CL X Q CC 0 tL ,-,'h" HEADER 0 0 SCALE 3" = 1'- 0" 100• 16 GA (TYP ) ® 16 GAGE STEEL TUBE SCALE HALF SIZE W'DTH UNLIMITED n (PERP. TO PANEL SPAN) SECTION (TYP.) UNLESS CLOSER SPACING REQ. FOR DIRECT MOUNT TYPICAL ELEVATION - TYPE III TOP MOUNT PIECE OR OR DIR CT MOUNT 1/2" OVERLAP ALUM. ANGLE CLOSURE PIECE: TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL 1" x 2" x .125" MIN TO 2" x5 "x.125 "MAX 0 0 In N .055" BOTTOM MOUNT PIECE 4 OR OR DIRECT MOUNT NO FASTENER & TUBE REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS. 1 -1/2" MIN. 066" ( -055•" l 2 00" "U" HEADER 3 O SCALE . 3 = 1'- 0" FASTENER (al 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F AND (nl 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) 185" =07'1666" (TYP _ C_ - - -[L _ - - -_ _ 7 /HORI ZONTAL LEG 2 000•'I OPTIONAL (LEFT OR RIGHT) \:--V OPTIONAL ANGLE SCALE . 3" = 1'- 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH A.S C.E. 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 -H32 OR 3004 H -34 ALUMINUM ALLOY, 0.063" THICK, WITH A MINIMUM Fy OF 26 K.S.I. (BEFORE ROLLING). ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 6. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALV. STAINLESS STEEL OR HAVE APPROVED COATING WITH A MIN. TENSILE STRENGTH OF 60 K.S.I. 6. FOR TYPE I OR II PANELS LESS THAN 101" HIGH SHALL BE FASTENED AT OVERLAPS, AT MIDSPAN, WITH 1/6 -20 x 3 -1/2" MACHINE SCREW SIDEWALK BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS; UTILIZING A 1" x 1" x 16 GAGE STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION). TYPE I OR II PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 -1/2 ", USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I AND II. FOR PANELS SPANS LESS THAN 33 ", OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REQUIRED. FOR TYPE III PANELS, NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE 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 MIAMI -DADE COUNTY PROTOCOLS PA 201, 203, AND 202 REFERENCE CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 95 -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. APPROVED AS COMPLYING WITH 1') SOUTH FLORIDA BUILDING CODE DA • (12 /• BY a�r i • . i .4 PRODUCT ON TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.v I — 01 211 • rn Y �• z Z - w v7 1— D <0 — o U 0 CO d: aW = z U o > z W � N W U Z 0 Y U C O co m i a b z 0 3 0 0 W u I FL Li PE o J KNEZEV ..AOFF;1510 2 2001 dale 01/18/O1 scale 1tdra•an by 1.5 NbTEO •( AV (design by c by 1, VJK VlK draw.ng no 0 -210 sheet 1 of 7 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE— LLL amwnmslwati SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS OR DOOR O W � j) w L7 0 w GLASS OR DOOR ANGLE TO WALL DETAIL SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) ° CONT. (TYP. TOP & BOTTOM CONT. FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 2" — 11/2" MAX I)CONT. FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 5" WALL MOUNT SECTION SCALE 3" = 1' -0" FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 4" 1/4 -20 MACHINE BOLT & NUT @ 12" 0.C. r O 1 / z W - FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 4" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE (TYP. TOP & BOTTOM) x SIDE CLOSURE REQ'D. (SEE SECTIONS OF ELEV.) ® BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" w - J m 4 PANEL TO ANGLE DETAIL SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT (al 6" O.C. FOR TYPE I & II AND @ 12" O.C. FOR TYPE III 1/4 -20 MACHINE BOLT & NUT @ 6" O.C. 1/4 -20 MACHINE BOLT & WINGNUT p 6" 0.C. FOR TYPE I & 11 AND (a 12" O.C. FOR TYPE III GLASS OR DOOR ■ 1/4" MAX 1l,S 4////////////1//r/r1/// I 111 I :) 1 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) r PLYWOOD AND STUCCO FINISH 2" x 6" P T. WOOD BLOCKING GLASS OR DOOR -1-• O SCALE CONT (MAX. DESIGN LOAD - 72 PSF) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" — WOOD FRAMING FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION °TYPE 3" 1- 0 z W J z 4 X 4 3" = 1 -0" PLYWOOD AND / - STUCCO FINISH 1/4" MAX NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WOOD CEILING /INSIDE MOUNT SECTION 1/4 -20 MACHINE BOLT & WINGNUT (7a 6" 0.C. FOR TYPE 1 & 11 AND (a 12" O.C. FOR TYPE III FOR WOOD BLOCKING USE 1/4"0 x 1 -3/4" S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING p 12" O.C. TWO 1/4 "0 x 4 -1/2" S S LAG SCREW pn 24" 0.0 MAX W/ 1 -3/4" PENETRATION IN CENTER OF STUDS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) °CONT. GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS OR DOOR w o EMBE SCALE : 3" = 1' -0" SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) ° CONT. 1/4 -20 MACHINE BOLT & NUT p 12" 0.C. ®CONT (TYP. TOP & BOTTOM FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 3" (m / 01ST. �E EQ EQ l NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. EDGE EDG E DIST CEILING /INSIDE MOUNT SECTION SCALE 3" = 1' -0" 1/4" MAX EXISTING STUCCO FINISH (TYP ) — 1/4 -20 MACHINE BOLT & WINGNUT pa 6" 0 C. FOR TYPE I & II AND p 12" 0.0 FOR TYPE III 0 m w FASTENER SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 3" 0 m 4 w w to z w J J W z 4 a X 4 z 1/4 -20 MACHINE BOLT & WINGNUT (;al 6" 0.C. FOR TYPE I & II AND FASTENER. SEE p 12" 0 C FOR TYPE III ANCHOR SCHEDULE, REF. CONNECTION "TYPE 4" FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE x SIDE CLOSURE REQ'D. (SEE SECTIONS OF ELEV ) - HEADERS U & V CAN NOT BE USED IN COMBINATION WITH THIS DETAIL APPROVED AS COMPLYING WITH r,JE ALT. BUILD -OUT MOUNT SECTIONF O UTH F LORI D A BUILDING CODE L1 \ �1 i BY PRODUCT COfROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 Uz o ZF U —uJ d % i w a lil �i- Q c4 a ZZ w U w 8 F-n o Qo 'sgi U s • 3 0. 21§ LL W � N 8 • FS CC Qw t ° z w LL x 05 — U 0 W 2 w w~ J Z q NJ D w= W 2 o Y o c 0 a) i i 0 co T V.J. KNEZEV'' . N EER FL Lic No: PE •983 re %ca e AS NOTEO (desngn by t VP( 2 200 01/1e/R rawn by AV checked by VJK drawing no 01 -210 sheet 2 of 7 01/18/01 12:35 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2 x 5 " Tw = 125" Tf = 125" 5 -0" 9 -5" 8 -0 " 8' -1" 2 x 9- Tw = .125" Tf = 125" 5 -0" 15' -11 " 8' -0" 13•-7" THREE 1/4 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. Th 2 O.C. MAX. CONT. 4" x .250" ALUM PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES 01/18/01 12:35 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) (MAX. DESIGN LOAD - 72 PSF) SOFFIT CONNECTION DETAIL O G SCALE : 3 = 1' -0" 1/4 "0 THRU BOLT ANGLE TO ANGLE CONNECTION p 12" O.C. 2" x 2" x .093" STUDDED ANGLE SEE MIN. STORM PANEL SEPARATION 0 2 z w J FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 4" 2 - x3" x1/8" OR 2" x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD _ 72 PSF) ANGLE BUILD -OUT SCALE : 3" WOOD ROOF TRUSS 2" x 2" x .093" OR FRAMING MEMBER ALUM STUDDED ANGLE #14 SMS BETWEEN TRUSSES p 12" 0 C FINISH MATERIAL STUCCO, AND /OR PLYWOOD 1/4" MAX. EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL, STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO - 1/4"0 THRU BOLTS 2" x 3" x 1/4" x 0" -8" 6063 -T6 ALUM ANGLE N \qM .��•P \q / //II//I//I/10I #12 SMS 12" O.C. (MAX. Rfl 2" x 4" x 1/8" CONT 3/4" PLYWOOD ALUM. TUBE (6063 -T6) • 1/4 "0 POWERS RAWL CALK -IN @ 7" O.C. WITH 7/8 MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (al 12 O.C. W/ 1 -1/2" MIN EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER 1/2"O THRU BOLT @ 12'" 0 C . O H "PASS THRU" DETAIL SCALE 3" = 1" -0" 1/4"0 POWERS RAWL CALK -IN (a 12" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (a 24" O.C. W/ 1 -1/2" MIN EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 DESIGN LOAD _ 72 PSF) /— ALUM. BEAM (SEE BEAM / SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) THREE 5/16 "0 POWERS RAWL CALK -IN p 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. (MAX. DESIGN LOAD s 72 PSF) O HEADER MOUNT DETAIL K SCALE : 3" = 1' -0" J w z Q D- X Q 0 z w J w z Q a X a z T SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 2" x 2" x 093" STUDDED ANGLE MAX 1/8" TILE FINISH MATERIAL APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DATE BY PRODUCT C s TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCENO.Ql - QI Z . (S O 0 m w I N / r I w ^ro E MB SCALE 3" = 1' -0 " (MAX. DESIGN -1/4" STUD @ 12" 0 C EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE X Q rn 5/16" 0 POWERS RAWL CALK -IN dal 5" O.C. W/ 1" MIN. EMB. 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 p 12 O.C. NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD _ 72 PSF) EDGE MOUNT DETAIL EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 3" 1/4" -20 STUD & WING NUT @ 6 O C. FOR TYPE I & II AND (1 12" O.C. FOR TYPE 111 2" x 5" MAX x .093 STUDDED ANGLE LOAD x 72 PSF) O TRAP MOUNT DETAIL L SCALE : 3" = 1' -0" - r 0 1— z J U z Z w W 1- D —o O¢ 0 . " 0 u) c Q w 06 a U W N D W rn Z NC v 0 c 0 0 m 8 0 O V.J. KNEZEVJ6 PPTOFESSIONAL EER FL Lic:fi . No: PE ' • 1 •903 ( Trait 1. AS NOTE-1J des b� VJK 2001 01,18,01) (drawn by AV (chec (checked by ked 11( drawing no. 01 -210 sheet 3 of 7 ) 01/18/01 12:38 2" x 2 "x .093" STUDDED ANGLE /— TWO 5/16 "0 POWERS RAWL CALK -IN p 3 -1/8" 0.0 W/ 1 MIN EMBED IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN EDGE DIST. W/ 5/16 " -18 MACHINE SCREW i J J 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE TWO -1/4 "O THRU BOLTS ALT. LEG DIRECTION FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD - 72 PSF) #12 SMS 12" 0.C. O M STORM PANEL SUPPORT BEAM SCALE 3" = 1' -0" USE REMOVABLE ANCHORS ONLY @ 6" O.C. MAX. FOR TYPE I & II AND @ 12" 0.C. MAX. FOR TYPE III. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 1" (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR © DIRECT MOUNT DETAIL SCALE 3" = 2 "x7" x9' -7 "MAX. Tf = 0.13 ", Tw = 0.055" 6063 -T6 ALUMINUM LA BEAM #12 x 1" ALUM. TEK SCREW OR 300 SERIES S.S. TEK SCREW (al 8" 0.C. TYP. FINISH MATERIAL STUCCO, AND /OR PLYWOOD FINISH MATERIAL STUCCO, AND /OR PLYWOOD z l7 /04 I O N 2" x 2" ALUM. TUBE BUILD -OUT SCALE 3" = 1' -0" 1/4 -20 S.S. MACHINE SCREW BOLT & WINGNUT @a PANEL MIDSPAN @ 51" O.C. � 1" x 2" 2" x 2" x 055" 6063 -T6 ALUM. TUBE 1/4 "0 MACHINE SCREW BOLT 1/4" POWERS CALK -IN W/ 7/8" EMBED. IN CONCRETE OR HOLLOW BLOCK (a 6" 0 C. EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE (MAX. DESIGN LOAD - 72 PSF) 2" x 2" x .093" STUDDED ANGLE NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. MIN. 2" x 2" x .125" MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE STORM PANEL © ALT. CORNER DETAIL SCALE . 3" = 1' -0" 0 — STORM PANEL t — 2" x 2" x 093" STUDDED ANGLE 1/4" -20 MACHINE SCREW STUD & WING NUT 6" 0 C FOR TYPE I & II AND 12" 0.C. FOR TYPE III 1/4 "0 THRU BOLT @n 12" 0.C. ANGLE TO ANGLE CONNECTION 2" x 3" 2" x 4" x 1/8" 2" x 5" 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION 'TYPE 3" 1 -1/2" MIN EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1 -1/2" MIN.! EDGE DIST NON- STRUCTURAL NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD - 72 PSF) O STORM PANEL BUILD -OUT O SCALE 3" = 1' -0" 2 "x2 "x.093" STUD ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORI'A BUILDING CODE DATE BY ired PRODUCT C • •ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0 I - p 1 Z4 . IS 0 0 1/4 " -20 MACHINE SCREW STUD & WING NUT (1 6" 0C FOR TYPE & 11 AND p 12" O.C. FOR TYPE III ro U z z - w v) ~ W U Qo — o U¢ 0 . Ws QW o 2z w U >? W D W w Z v 0 z z c 0 H ste sc ! AS NO EO design by VJK u r� A cr <>,;' Yc C.) 9 E rz.1 47 4 E 4 4 VI 1, z 3 a Cr cc a x 1 V.J. K4E7L-1I i PROrESS10t EN NEEFI FL L / en-e No: P • 0 '983 Braving no 1 2 2001 001/18/C71) (dawn by ` AV (checked VJK by 01-210 ( sheet 4 of 7 I POSITIVE DESIGN LOAD ( (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 NO BAR (TYPE III ONLY) W/ NO BAR L max. (FT -IN) 5- 0 2 -1/2 2 -1/2 1 -1/8 40.0 8- 5 2 -1/2 2 -1/2 '' 1 -5/8 8- 8 2 -1/2 2 -1/2 1 -5/8 11 - 4 2-3/1. 3 -3/4 2 -5/8 50.0 5- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 1 -3/4 8- 8 2 -1/2 2 -1/2 1-3/1. 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 1-1/1. 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 -1/1. 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 1-1/1. 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 01/18/01 12:38 TABLE 1 - STORM PANEL SCHEDULE NOTE: FOR TYPE 111 - 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 FLORI'A B ILDING CODE DATE 2 01 BY HIPAYSTAKT,v PRODUCT C. • ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 01 - 01 U w Z - Z W f/) w~ U <0 _ o C.)cc 0 • v) cc Q w d2) - 2 w U Q W � J N D W m z? Y c 0 N d a 1 date 1 - AS NOTEU (des by l V JK V.J. KNE7DRCH PROFE.°SIONpL INE1 FL LW n ..e No: P4• L" 0 0983 2 2001 01/18/01 [ drawn by t AV [chec[ checked by ked 1K dra■eng no 01 -210 sheet 5 of 7 TYPE 1 TYPE 11 TYPE III NEGATIVE DESIGN LOAD W (PSF) ALL MOUNTING CONDITIONS W/ "U" HEADERS. "H" HEADERS W/ STUDS (nl 6" 0.C. STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS p 6" 0.0 & DIRECT MOUNTS W/ ANCHORS (nl 6" 0 C (TOP & BOTTOM) STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS (1 12" 0 C & DIRECT MOUNTS W/ ANCHORS (al 6" OR 12" 0.C. (TOP & BOTTOM) yf L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) 30.0 8 - 5 11 - 1. 11 - 4 40.0 8- 5 11 - 1 11 - 1 50.0 8 - 5 10 - 6 10 - 4 60.0 7 -9 10 -0 9 -5 65.0 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 01/18/01 12:38 TABLE 1 - STORM PANEL SCHEDULE NOTE: FOR TYPE 111 - 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 FLORI'A B ILDING CODE DATE 2 01 BY HIPAYSTAKT,v PRODUCT C. • ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 01 - 01 U w Z - Z W f/) w~ U <0 _ o C.)cc 0 • v) cc Q w d2) - 2 w U Q W � J N D W m z? Y c 0 N d a 1 date 1 - AS NOTEU (des by l V JK V.J. KNE7DRCH PROFE.°SIONpL INE1 FL LW n ..e No: P4• L" 0 0983 2 2001 01/18/01 [ drawn by t AV [chec[ checked by ked 1K dra■eng no 01 -210 sheet 5 of 7 • ANCHOR SCHEDULE 1 FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w z D N v X a w 1- V) 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 11' -4" MAX. SPAN CONNECTION 1 TYPE 2 3 L. 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 1. 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 1 . 5 CONNECTION 1 TYPE 2 3 L. 5 w I- 0 0 z 0 0 v1 O o cli Z 1/4 "0 4 8 12 12 12 12 12 12 10 11 12 5 8 9 12 7 9 12 8 9 12 f 6 6 5 7 12 12 12 12 12 12 12 12 12 12 12 12 12 11 12 12 6 12 8 11 6 2 12 12 12 11 12 12 7 12 8 12 12 1. 10 6 9 POWERS /RAWL 72 12 12 12 10 12 12 4 7 6 8 12 5 4 6 12 12 12 9 12 3 12 12 12 -- 12 9 12 12 5 — -- 12 3 12 7 10 -- 9 5 8 12 12 3 - - 9 5 -'- 7 -- 6 CALK -IN W/ 7/8" EMBED. & 1/4 -20 SIDEWALK BOLT (3/4 "0 HEAD) 92 12 7 9 7 11 12 3 5 12 4 4 L. 6 3 5 12 A 4 3 5 12 4 3 5 -- 3 7 4 200 12 4 3 5 7 4 6 12 3 7 4 6 12 3 7 4 6 4 8 12 12 12 7 10 12 4 8 4 6 12 % 6 3 4 12 12 12 8 11 12 5 10 5 6 12 3 7 4 5 62 12 10 11 5 8 12 :N 10 %�� 3 4 9 Q• 3 % A 3 12 12 12 7 12 6 8 12 3 8 4 5 10 6 3 3 O "0 7 2 12 6 9 4 6 11 5 7 12 % 7 3 4 9 Air 3 1/4 POWERS /RAW ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBED. 92 12 3 7 3 5 8 ���� r 9 1. 6 9 � 5 3 1 �/� 200 7 /1��VA/ jfi%// //�� 11'47 �7� ////.'���j��I.7 /i1 .'� �'j�� j ,� �!////. >� I 12 10 12 4 8 5 4 19 6 2 12 10 9 6 7 12% 5 3 1. A 3 12 11 11 6 12 6 4 "\l. 11\ 11111Lll111 7 2 12 2 12 6 3 8 6 5 6 4 5 10 5 % 8 7 3 r / %�tAimm 3 A , %% 9 5 6 7 4 55 10 % 8 • 5 3 4 � �� /// 8 V I/ � / 1 AN N E ATS FEMALE "PANELMATE W/ 1 -1/4" MIN. EMBED. & 1 -20 SIDEWALK BOLT 92 200 6 / � / //� . % / // /a . e , /!///. 48 12 12 12 8 10 12 4 7 5 6 E%/© 3 4 12 12 12 8 10 12 4 8 5 - �� 62 12 10 9 6 7 12 % 3 4 %Qj 3 12 11 11 6 8 12 r• 6 4 4 9 3 � '� 72 12 12 6 6 3 8 6 5 6 4 5 10 �� 8 � %B - �� / ���j��/ 3 4 � �% ��ir � � � ��Qj/ - %11 j✓ 12 6 /'W 9 5 6 7 4 5 10 A 8 � l% 5 3 / 4/ ' f� �� � ' / /// r/ 1/4 ELM MALE "PANELMATE" MIN. MBEDMENT 92 200 48 12 12 12 10 12 12 6 10 6 7 12 3 7 4 5 12 12 12 12 12 12 6 12 7 8 12 3 9 5 6 111161 62 12 12 12 12 8 4 12 11 8 8 9 7 8 5 6 12 3 7 12 A 6 10 / S j 4 5 4 5 3 3 11 9 � j y 5 3 4 5 3 3 r 4 j 3 12 12 12 9 12 5 12 9 11 12 8 9 11 6 7 12 4 12 3 11 % • 9 5 6 8 1. 5 6 3 4 12 r 7 4 6 3 4 4 7 2 11 / 9 1/4"O ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 92 3 3 200 8 4 A 3 8% v 8 % 4 3 9 5 3 3 9 r 5 3 3 9% 5 3 3 48 12 12 12 11 12 12 - 12 6 5 12 12 12 12 12 12 12 8 10 12 4 10 6 7 1 kel 11111111111,' 62 12 12 12 9 12 8 8 AIIMIEMMEI 11 EmEirA 7 8 10 S 7 12 5 11 �/� / . 4 5 3 4 12 10 9 9 A 5 4 r / 4 ' 3 • j 3 j 3 j/ f 3 12 12 12 10 12 6 �j 12 11 12 12 9 11 12 7 8 12 123 ' 3 12 � � j 10 6 7 9 5 6 S 12 7 4 12 4 11 3 �� r 5 4 72 1E SLEEVE E ANCHOR SLEEVE W/1-1/" EMBED. 92 200 4 8 12 12 12 12 12 12 9 10 9 11 12 5 8 7 8 12 12 12 12 12 12 11 12 12 12 12 6 12 9 10 6 2 12 12 12 12 12 12 5 8 7 9 12 3 6 5 6 12 12 12 12 12 12 6 12 9 11 12 1. 10 7 8 111111 4 _ '0 7 2 12 12 12 11 12 12 4 7 6 7 12 / 5 1. 5 12 12 12 12 12 12 5 11 8 9 12 3 8 6 7 1/4 POWERS /RAWL DROP -IN & (3/4 "0 HEAD) W/ 1 -1/4" MIN. EMBED. 92 12 12 7 9 4 8 10 4 5 12 A 5 12 % 4 5 4 6 5 12 / 4 4 5 / 4 4 5 12 8 12 . 12 10 12 7 5 6 12 3 12 r 9 6 7 5 7 6 12 7 5 6 200 12 7 5 6 48 12 12 8 5 6 10 5 3 3 %� 3% 12 12 11 6 7 11 6 3 4 8 A 4 i 3 6 2 12 6 6 4 5 7 jAn j %ning 8 4 5 8 j lin 3 6 :111I 111111111 1111111111111111P> 7 2 11 4 5 3 4 6 % 5 r v / V A' � ����� 7 4 4 7 / / /�i // / iil '/�/ i ly �% A 3/16 "0 ELCO TAPCON 1 -3/8" MIN. EMBED. 92 8 4 � �� % ✓i /� 4 � A%�� ��O.i� %/� 4 y r r 10 5 3 3 �i j.%///✓ % %� / ��� 5 200 �/ %/�i1/ 4 % /7 , 01/18/01 12:39 ANCHOR NOTES /.' 1. SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE ANO EDGE DISTANCE. 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING ANO CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN. 4. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE. TSEE YPE. O CNNECTION DETAILS FOR IDENTIFICATION OF CONNECTION 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. WOOD SHALL BE SOUTHERN PINE G = 0.55 OR BETTER DENSITY. 7. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER•S RECOMMENDATIONS WITH MIN. EMBEDMENT INDICATED ABOVE. 8 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLTS. 9. DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES. 10. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING. WHERE EXISTING STRUCTURE IS 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 @ 6" OR 12" SPACING ONLY SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE • / Z / BY i L...or PRODUCT CO (' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ol -Ot 24 • 15 U z Z — W fn W I Q —o Uo: 0 . fn rn V) cc Q w 06 w U o >z W � N W of Z NC 0 N 0 V.J. KNEZE}�IQH 1 °RofessiorJrt.ft tl /INEER ; FL Llc.n•e No: PE ' O 0983 J are LL i U a 0 8 C(y1 w ¢ 3 o 5 LL 8 ; N z � � z w `w by VAC 0 0 0 8 N d CO Ate„ ' :Vg (7'1 z " OM 0-4 t g coi N 2 10.01 01/18/01 ale rdrawn by des;gn (checked by [checked 1K drawing no 01 -210 sheet 6 of 7 01/18/01 12:29 NCE NO. • ANCHOR SCHEDULE ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS • EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. 2" EDGE DISTANCE 3" EDGE DISTANCE . EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. 3/4" EDGE DISTANCE 5' -0" MAX. SPAN 8' -5" MAX. SPAN 11' -4" MAX. SPAN 5' -0" MAX. SPAN 8' -5" MAX. SPAN " MAx. SPAN 5' -0" MAX. SPAN 8' -5" MAX SPAN MAX. SPAN 1260 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33322 TEL (954) 382 -2800 • FAX: (954) 382-2989 • FLORIDA COA #3205 WEBSITE: WWW.KNEZEVICH.COM • E -MAIL KA@KNEZEVICH.COM CONNECTION 1 TYPE 2 3 4 1 5 CONNECTION 1 TYPE 2 3 1 4 1 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE - 3 4 5 CO 1 Q TYPE 2 ION 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE HOLLOW CONCRETE BLOCK 48 62 12 12 12 11 6 9 8 4 8 6 12 4 6 3 5 10 5 4 101 4 8 3 m 4 m 0 co 12 12 12 11 12 7 11 12 6 8 12 12 5 3 10 7 4 12 r 3 14 3 10 5 3 41m r I I n .1Im WOOD FRAME 1 -3/4" MIN 48 12 12 12 12 12 12 9 9 10 12 9 12 12 3 0'IN I I 62 12 12 12 12 12 12 5 7 8 ? 1/4"0 WOOD LAG SCREW W/ 1 -3/4" PENETRATION (SHEAR PARALLEL TO GRAIN) 1/4 "0 POWERS /RAWL CALK -IN W/ 7/8" EMBED. & 1/4 -20 SIDEWALK BOLT (3/4"0 HEAD) 72 12 5 7 4 5 V �� �r / /��/ �� �� �AF%' 12 12 7 11 5 7 11 % 9 �j 6 4 8 % /j. 3 i y a 3 7 ` �/ �A 7 72 12 12 10 11 12 12 4 6 6 8 12 92 12 5 3 5 3 �� � 4 AV � i � // 3 8 4 5 i' %� 92 12 7 8 9 10 12 3 4 5 6 12 200 200 12 r 4 4 5 12 4 4 5 12 48 72 12 12 10 5 6 8 6 10 3 6 3 13 Mr�///•ler f i'A®® 12 12 6 7 11 3 7� 7 3 5 � /��� 4 8 ; 5 3 / / 1 -3/4" MIN 48 12 12 12 12 12 12 9 7 10 12 12 , 62 72 12 12 12 12 9 8 1 12' 11 12 12 12 12 5 5 4 5 8 6 9 8 12 12 r 11 9 4 12 7 3 5 d r/ / /!A 12 12 8 4 3 10 � �rl.� %'rl��l %A ////. / r i3 A rdArz r/� / 12 10 S 12 4 8 4 4 � / 6 3 3 � 12 12 8 10 6 5 % 12 4 � / � IN NIL 3 3 6 � °� C 1/4"0 WOOD LAG S C PE ETRA (SHEAR PERPENDICULAR TO GRAIN) 1/4"0 POWERS /RAWL ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBED. 92 iaed 3 1 4 92 12 7 6 9 10 12 3 3 5 6 12 200 48 � � 4 200 3 1. 5 12 3 %/` 4 5 12 Ln 12 ATLANTIC 1 5421 West Dixie Highway Bay 23 SHUTTERS, North Miami Beach, Florida 33162 1flc a ph: (305) 945 -7277 fax: (305) 945 -1131 1 c.0 %IIImIIM> 12 4 7 5 1 6 11 A 5 3 8 5 6 12 ANCHOR NOTES 0.063" ALUMINUM STORM PANEL 62 12 12 12 6 10 9 6 6 8 5 3 6 4 /IIIIVA�j 7 6 5 MEM CreA g 3 1 4 . D // / / /� FM IIII %Qj�r 4 A 3 //�� /� / %/1// 3 /�� //%II%Fri��/// 12 12 12 11 11 6 8 6 9 5 6 3 12 % 10 % ��� 6 4 4 9 4 8 / 5 4 3 1 3 3 j 7 2 1 SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2 MATERIALBANCHOR D TY O PE T AND EDGE DISTANCE T URE 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN. 4_ REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, " x FASTENER SHALL 4" (MIN.) WOOD STUD. WO OD SHALL BE CENTER E SOUTHE R N PINE G = NOMINAL 2" x 4" (MIN.) SAL BR OR BETTER DENSITY. 7 A S SHA L B IN IN 5 RD NCE WITH BE INDICATED ABOVE. 8. 1 0 0 SIDEW TRUSS ALK HEAD BOL BOL TS MAY BE USED IN LIEU OF MAT W/ FEMALE 1/4" 'PANE MIN. EMBED. & 1/4 - 20 SIDEWALK BOLT 92 % 3 VA - -- 3 7 3 %� 200 7 ri 3 Q�� xkII \I{— ��um> "" 48 12 12 12 8 10 12 4 7 5 6 E / ©©© 12 12 12 8 10 12 4 8 5 6 6 � 3 1. 62 12 12 12 10 9 6 6 8 5 3 6 4 7 6 5 12 A 10 VA 8 Ole 3 4 E%�j M% rr��� 3 12 12 12 11 11 6 8 6 9 5 6 3 12 � A 10 1 4/ r % g�n 6 1. 4 9 5 3 3 ( — 1/4'0 ELCO MALE "PANELMATE" MIN. MBEDMENT 72 S 3 4 8 r 4 3 7 3 3 92 200 6 AI���■�/ / / /.IIIIIYi%✓ .illlllf�/�///.Wig %: � / / / /Y f f� /% j 1i� % / // /i�i , ?� 3 /� 7 Y 3 // � �7tI1ImIlI1I�IIIII [[1I[I�I1I�I�I� 1/4"o) ITW TAPCON W/ 1-1/4" MIN. EMBEDMENT 48 12 12 7 4 5 Qj�% /�iMUWA 12 12 ��� /� %� 6 r , L. / / / 62 10 9 7 3 5 5 3 3 /�W A�� /r � 3 I! %ii1 j��� `/ 4 ������'� ©j�� /�jr / ����� % /�� ' , ' � � � � i /` /�� / T /✓ / //. /� AYi rAiirf 6 3 6 3 3 � 3 j 6 �� 4 � 3 rrirVAA ,�� 5 .� 3 / �� � r` /� ZA 1( SUO(SIA03 )A uo PREV. DRAWING No 99 -03611 72 92 200 _ 48 12 12 8 4 5 8 j / ©�j ��% 12 12 5 7 11 3 7 3 : r . 11 9 7 3 5 6 3 3 5 3 ASV /� � 4 3 A /A 6 A 5 jv% 4 �// 3 j /��� , , , e -,A 5 % 7 9 4 5 4 8 3 4 j 6 3 3 � r"//�i % / /i�j 8 7 j 5 A 5 %i ipo e/ 1111111111 ►'62 IAOI alxp I - -- al 72 4 %V " A 3 j �' % /AM Ai ° < � �/ V j 5% 3 11 0/61 /l0] 1/4"0 DYNABOLT SLEEVE ANCHOR W/1-1/8 MIN. 92 3 4 4 3 V // 4 / A 200 - 9. DESIGNATES AN CONDITIONS. W ARE NOT ACCEPTABLE USES. �II�II IQ�I�I�I �I�IIIIIIIIIIIIII� 3/16 "0 ELCO TAPCON 1 -3/8" MIN. EMBED. 48 12 9 12 6 3 4 5 3 4 3 7 % A / �� 12 10 12 8 4 5 5 6 3 4 e 8 j 6 % / r 3 �// V.J. I:NEZEY H FH N INFER FL L Lic f Lic n e No: PE g 0903 - : , _.. __ •J a / e o j i rj • � � / "� �� �� � 10. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK, OR CONCRETE, WOOD FRAMING. WHERE EXISTING STRUCTURE I5 SHOWN AS ANCHOR SCHEDULE FOR PRESENTATION ONLY. REFERENCE SC EDULEEOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. > REQUIRED FOR DIRECT MOUNT @ 6" OR 12" SPACING ONLY N ANCHOR SCHEDULE. SPACING NOT TO EXCEED VALUE SPECIFIF AN tiOVEDAS COMPLYING WITH THE R DA BU SOUTH FLO LDING CODE ) DATE IZ / PRODUCT CO TR OLDIVIS(ON 62 % / 5 / ��� 4 /���% 72 8 / tr, 4 ��/����� 9 3 �/ 3 5 3 %� 4 `✓� f 92 6 3 A�/A / j `j i©j���'d11/ 3 / 4 �� 4 3 ��i � 3 / 200 3 L. 48 j�/ � • �j /��� fAri' � .. /�� ����"' " '�� /�/ / /�/�/� /����/ �� 12 12 12 12 12 12 12 9 12 9 12 5 12 7 8 o� /1ei—o� 0 1 pCC1 Ct1V 62 12 12 12 12 12 5 12 7 12 3 9 5 6 c rdca by 1" l ` _ ] � SCREW ROD! 1/4-20 ITW OR W S.S. W 2" MIN. EM SCREW W/ 2" MIN. EMBED. 72 ���� / �A ///�' � / /! /// / /���������/ 12 12 12 10 12 12 4 10 6 7 12 � 8 4 5 -- _ de gnby�rcnectied VJK l VJKJ 9 2 / �� % % /�/ A% ���� /dd 12 j��� / � � � / i �� /1 /Ag 6 12 8 10 12 AI 12 / 6 5 4 6 12 ./ 6 1. 1 6 4 4 4 4 01-210 200 200 % 6 4 4 BUILDING CODE COMPLIANCE OFFICE ( sheet 7 of 7 01/18/01 12:29 NCE NO.