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WS-07-251Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 02/21/2007 Inspector: Grande, Claudio Owner: SAXON, MARY Job Address: 1285 95 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: DILBERT ENTERPRISES, INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1132060144020 Lot: Phone: 786/256-6434 Building Department Comments Tuesday, February 20, 2007 Page 1 of 1 FEB 2 2 NO Inspector Comments Passed Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Tuesday, February 20, 2007 Page 1 of 1 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OALIOIc71/1"-` 0Ibd PERMIT APPLICATION FBC 2004 Permit Type (circle): ! Building Electrical Permit No. la FER 1 3 2097 L�l BY:_Iiif/`- ta o1-z0l Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) '? '/..Z SaXOn Phone # Owner's Address 42 8 ,4 7F 9 s---/ City /titan/( Acces State ,LL. Tenant/Lessee Name Zip > 3(38 Phone # Job Address (where the work is being done) /02,6).S.-- ,V City Miami Shores Village FOLIO / PARCEL # County • Miami -Dade Zip ,...7343 8 Is Building Historically Designated YES NO Contractor's Company Name v / e 07j--1 Contractor's Address /. / //t) , ¢° City S" / iom State1L Zip ,j to 679 Qualifier Name State Certificate or Registration No. Certificate of Competency No. Phone # Lgo 9c/5=07,27 Phone # Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ['Addition Describe Work: 6,1 (p ['Alteration �1 Square / Linear Footage Of Work: ❑ Repair/Replace ❑ Demolition Submittal Fee $ Notary $ ' 111 Scanning $ lU ° .0 Radon $ DPBR $ Permit Fee $ 2-O 0 °S-'" CCF $ 4.20 CMC Training/Education Fee $ ti 40 Technology Fee $ °0 V Zoning $ Bond $ Code Enforcement $ Double Fee $ h Structural Review. $ Total Fee Now DO $ 221 .0V %�� See Reverse sit, 6 NM Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC - 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was ac owl • ged before me this 13 day of F ,207,byale who is personally known to me or who has produced NOTARi io LIC: Mabel Vargas NOTAR ,,,.:x44,,, .,-4')-- : Commission #DD23198z 14 Expires: Jul 13, 200" h. -■ . , e'; Bonded Thru AtIatinc5onsrnQCo._ Inc As identification and who did take an oath. Contractor ��((�� The foregoin instrument was acknowledged before me 's k7 day of , 20; by / 1 e� �.k_ DI (Vrt who is personally known to me or who has produced identification and who did take an oath. Sign: Print: My Co fission Expires Vargas ommission #DD2319, 1 13,20€ Bonded Thru 1 r'9i tie r,nnriino ('o My C .' • ission Expires: APPLICATION APPROVED BY: � /5 Plans Examiner Engineer Zoning (Revised 02/08/06) Inc • Mary Sue Saxon 1285 NE 95 Street Miami Shores, FL 33138 No shutters FEB 13 2001 No shutters / No shutters 38 x 52 36x75 No shutters/ T 48 x 82 107 x 80 r v` 76 x 52 No shutters 34 x 86 No shutters 39x78 76 x 64 • . • • •••• • • • 76x63 • • • • • • • .•• • • • • 76x65.• .•• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •••• • . •••. • ••• • • • •. •• PERMIT #:01 OE1j5L,. Miami Shores Villa •e APPROVED BY DATE ZONING DEPT BLDG DEPT l %'o SUBJECT TO COMPLIAN * WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: /:,_s 5- ,ri&- i ,'-- S / Permit No. 07•- -zed • . min , Desert • don of Window Product Am . tance Product A. . roval 0. oda Des n Ron : h 0 . coin 1 Shutter Re aired Mullion Re • uircd Im . ct 11 11111111111.11.1111111111111.11111111111111111111111111111======5111.111.11.1 MIIIIINMEIIMEMIMIIIIIIIIIIIMIIIIVMNNIWA or 1 oor or ' u 11 on um r I eS arrITOMMEMMINIMI es '0 es o es o WEIEMIIOIIIIIIIIIIIII c7-2-,, MMIIENMBNMMNMMNNIMMIIMNEMMIIMIMMIIMMMMEINIMNOMOIMNIMNIMIMNIMMM 1 ,' / ' ' ; 2 I 7(`; IllailliallffillOMMINEMEN11.1.11....1111111111.10111MMEMINI11111111111111 MIIIIIIIIIIIIPIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIMIV al IIII 111.0111 11111 a MI IIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIMIIINIIIIIIIIII 1.11111111111111.11.11111111.111111111 , 11111111 .1.1111.1111111111111111111111111111111111111111111 1111=11115112111M1111111111111 NM IMINSIMEM ,, 11!1IMIIII!llrellr!Ml!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINMIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIII • • • • • • . =IIIII • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 888 • • • • ' • • • • • • • • • • • • • • 8 • • • • • • • • • • • • • • • • • MOYEETTIE • • •.• • • • • BUILDING CODE COMPLIANCE _ -- "'• by L. :2111, PRODUCT CONTROL DIVISION : • ••• • • • BY: __ - ---- - ° - - - - -- NOTICE OF ACCEPTANC.j,(r A)., ••• ,•, ••• Guardian Hurricane Protection Prof:uM, Inc. 7211 N. W. 79th Terrace Miami, Flori X6 SCOPE: This NOA is The docume by the Boar the Authori MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 W.E:a{I F14GLE1 .STRKET, SUITE 1603 MIAM[;`FLORIDA 33130 -1563 (305) 375 -2901 FAX. (305) 375 -2908 e applicable rules and regulati en reviewed by Miami -Dad '(BORA) to be used in Miami ctionHJl. coon materials on :nld accepte icitiiREattid El liked b This NOA shall not be valid after the expiration date stated below. The. Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is 'determined by Miami -Dade County . Product Control Division that this product or material fails to meet the requirements of tree applicable building code. • This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HT -100 / Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 -814, titled ".HT 100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 4, 2002, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and the following. statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has.been no change in the . applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA asan endorsement of any product. for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. •ADVERTISEMENT: The NOA 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,NOA is displayed, then it shall be done in its entirety. . INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 0605.07 & consists of this page 1 & approval.document mentioned above The submitted documentation was reviewed by Helmy A. Makar, P.E. /Z 7/03 NOA No 03- 0717.01 Expiration Date: 08/24/2008 Approval Date: 08/27/2003 ID D ) i 5 1.6 ••. • • • • • • • •• •• • • • • • • • • 1./32" ! ••• • • • • sr 055' (TYP.); o, • • •• •• • • • • • • 050" .025' (TYP • I. 1.250" • • • • • • •' END SLAT •1•i / SALE: HALF SIZE 1 HEAD•E OMOUNTS& 1 SCALE: HALF 5 3.993" 452" 4.478" ADAPTER SLAT SCALE: HALF SIZE 52" O TYP. SLATS SCALE: HALF SIZE t11 =.0 56" t3 - .12t',. GENERAL NOTES; 1 THESPROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NEOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE. 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. ND INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING. THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL. DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FRDM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. - 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL.D000MENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED 1D THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. By REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "0" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: GUARDIAN HURRICANE PROTECTI N PRODUCTS, INC. MIAMI, FLORID MIAMI-DADE COUNTY PROD CT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT.1. LOCKING MECHANISM SHALL BE LOCKED 10 PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -16 ALUMINUM ALLOY. U.O,N. i- 12. ALL SCREWS AND BOLTS TO BE 2024 -74 ALUMINUM ALLOY. STAINLESS STEEL, to OR GA'LV•A•NIZ -D STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L. U.O.N. POP RIVETS TO- BE 3/16 "m, 5052 ALUM. ALLOY, U.U.N. 13. TOP AND BOTTOM DETAILS HAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 16. REMOVABLE ANCH MAYBE CH AS POWERS CALK-IN ANCHOR NON-STACKING LOCATIONS. USE 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5.755.270. ()BUILD-OUT WALL HEADER SCALE: HALF SIZE m 0' .2481 0 N 8 2.77.5" 2.586 0 N .285"IOt. D60� 60" t1 = 076" ? _ _097" 184" a, ()SILL -WALL MOUNTED OADJ. SILL -TOP 3 SCALE: HALF SIZE SCALE: HALF SIZE 1.391" 1.891" O CENTER MATE 1 SCALE: HALF SIZE 2" MIN. _5" MAX. O ANGLE SCALE: HALF SIZE 0 N m O CENTER MATE 2 SCALE: HALF SIZE STAINLESS STEEL ,430" ASSEMBLY 375" .320 "0 HOLE �'__ ( 1.100" NYLON -W(EE RIVETED IN PLACE 251" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. Q ROLLER ASSEMBLY SCALE: HALF SIZE 2.373" r- •472" I.D. 1.158" .4401" /7-1 - .612" O.D. t II .211' i 0 N 375" 15'� 1 I 1 I I I I 1.533" .055" .500" ADJ. SILL -BOT. ALTERNATIVE SCALE: HALF SIZE OADJ.ESHALFBSIZZE• 1.391" 1-891" OCENTER MATE 1 (1N /LOCKING ROD) 9a SCALE: HALF SIZE .485" 15" .050 ®FLAT END SLAT SCALE: HALF SIZE 3.465 510" I.D. .630" 0.D� O .165" I.D 285" 0. 0 N1 .095" .060'= 1 -039" 60" :060" .1345" ,42+- 942" .659" `2.101" ()CENTER MATE 2 (w/ LOCKING ROD) SCALE: SCALE: HALF SIZE 230" I TOP BOA MMA'X' CARRIER @BUSHINGS SCALE: FULL S SCALE: FULL IZE 60' 76' 88 76 1.400' ()INSERT 13 SCALE: -HALF SIZE 1/8' THICK STAINLESS STEEL OLOCKING ARM 1Q SCALE: HALF SIZE 151° 1.350 ". 500" (OPTIONAL.) °LOCKING CLIP SCALE: HALF SIZE tt1 =.055" 2 =.076'1 • WALKOVER SILL. LOCKING ARM ALIGNMENT 15 FLOOR MOUNTED °BUSHING (NYLON) t = .200" INSIDE HANDLE SHIM ;NYLON) SCALE: HALF SIZE PRODUCT REMISED as complying with the Florida bolding Code Acceptance No03 -011 • o Expiration Date 0 2,008 By Miami D d Product Control Division 0 V.1. KNEZEVICH PROFESSIONAL ENGINEER FL license $c ti 0010983 revisions • i a 9 dare 10/17/2002 scat• da■+n'be AS NOTED t. TIC design, Oy (chcched t+ vm) L'AC drawing no. I 03 -814 sheet 1 of 7 Jj co co to o 0 V.1. KNEZEVICH PROFESSIONAL ENGINEER FL license $c ti 0010983 revisions • i a 9 dare 10/17/2002 scat• da■+n'be AS NOTED t. TIC design, Oy (chcched t+ vm) L'AC drawing no. I 03 -814 sheet 1 of 7 Jj V.1. KNEZEVICH PROFESSIONAL ENGINEER FL license $c ti 0010983 revisions • i a 9 dare 10/17/2002 scat• da■+n'be AS NOTED t. TIC design, Oy (chcched t+ vm) L'AC drawing no. I 03 -814 sheet 1 of 7 Jj 4' 05: 50: 42pm, 0 0 N N 0 3 c 0 0 \ \hurricane \ka \CADD \Association s \ HI—Tech \GHPP \03 - 814 \R1 — sub \03 - 814- 02.dwg Print Information: LA Z O w LR w w L/I 1/2 SPAN 1/2 SPAN VARIES - NO LIMIT SECTION •T •E•W TRACK • • • • •, /BOTTOM TRACK • • • ••• LAN JEW •••• • • • • • • • • • • • • ••• •• • • •• . • • • • • ••• •• LOCKING MECHANISM CAN BE 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) 'TYPICAL ELEVATION N.T.S. rFASTENER (0 24" O.C. (SEE ANCHOR SCHEDULE AFNOR ACCEPTABLE/ • 46 r.:__ VARIM Mili Via= Tea • /�`rIPMII I MIN. SHUTTER SEPAR FLEET 5). MST EE STOEBE E MEASURED FROM B CK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. Etiav USED WITH PIECES 0 AND LOCKING PIN SCALE: 1 -1/2" 1' -0" FASTENER 24" O.C. (SEE ANCHOR SCHEDULE AOR ANY ACCEPTABLE NCHOR). SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2-1/4' INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK • N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCK N.T.S. 2" '1 MIk1. IT P.) 41) Orti= Is "W! i� o "gym ■ SINGLE ARM LOCKING CEO MECHANISM AT CENTER OR SIDE OF SHUTTER. 6!-MAY BE INSTALLED INSIDE OR OUTSIDE UTTER YP.) 6 -1/2" TYPICAL PIA SCALE: 3 3/4" MIN. SEE FASTENER SCHEDUlt t 1 -1/2" MAX. OPTIONAL DRILL S /8 "Cb HOLE FROM BOTTOM OF EXTRUSION) BEFORE ASSEMBLY FOR TRUSS HEAD BOLT ITYP.) PLAN VIEW 1 "x1 "x1/8" ALUM. ANGLE W/ 3/16 "v POP RIVETS (la 6" O.C. SSE 55E BLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE JOINT BETWEEN REMOVABLE AND FIXED SILL SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION S REMOVABLE FLOOR TRACK DETAIL NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCI) OPTIONAL CLOSER HANDLE N.T.S. FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) CARRIER BUSHING • • .. • •• •• • • • • • • • • • ••• • • • 41-7 /115"ri;.6113" • LONG NYLON 74C BUSHING • • • -. . •v • -. . • • • !L'10' 2" SIBS' UTIOD FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COAT IPICs& to60'+ri x•.0 0 "1_HICK 300 (V(PS_ OR 1$ 10•TT. S,oll E• ASHER • TOR • • • T••O h�•111 • • 0 1111111111111111111111/1 MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. 3/8" O.D. x 0:90" LONG NYLON sOTroM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER « 24" O.C. (SEE ANCHOR SCHEDULE 2•• I,.y` FOR ANY ACCEPTABLE {} ANCHOR). INTSIDE CLOSURE SHIM ANDL W/ EXISTING GLASS /2111• 11.1 • 100" 13 INN 9a SINGLE ARM LOCKING ( MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = V -0" V14/.21114A �T SEE FASTENER SCHEDU E� j X. i ,T PLAN VIEW 1/8" 3/16 "0 POP • {TYP.) 6 -1/2" OPTIONAL PLAN VIEW SCALE: 3" 0 1' -0" & SS-EMILY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE JOINT BETWEEN REMOVABLE AND FIXED SILL SEE SECTION L ON SHEET- 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "• 1'- 0" PRODUCT REVISED as complying with the Florida Binding Code Acceptance No 0 Expirlition Date° B _ Miami Da redact Control Division ir • • • f: i O t T" Q i-'6 LOCKING • L .LUCATIc • • MEC•MANISM •i OF ■• • -- • AT • ••• SIDE •• • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • •• • • 0 1 /BOTTOM TRACK • • • ••• LAN JEW •••• • • • • • • • • • • • • ••• •• • • •• . • • • • • ••• •• LOCKING MECHANISM CAN BE 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) 'TYPICAL ELEVATION N.T.S. rFASTENER (0 24" O.C. (SEE ANCHOR SCHEDULE AFNOR ACCEPTABLE/ • 46 r.:__ VARIM Mili Via= Tea • /�`rIPMII I MIN. SHUTTER SEPAR FLEET 5). MST EE STOEBE E MEASURED FROM B CK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. Etiav USED WITH PIECES 0 AND LOCKING PIN SCALE: 1 -1/2" 1' -0" FASTENER 24" O.C. (SEE ANCHOR SCHEDULE AOR ANY ACCEPTABLE NCHOR). SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2-1/4' INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK • N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCK N.T.S. 2" '1 MIk1. IT P.) 41) Orti= Is "W! i� o "gym ■ SINGLE ARM LOCKING CEO MECHANISM AT CENTER OR SIDE OF SHUTTER. 6!-MAY BE INSTALLED INSIDE OR OUTSIDE UTTER YP.) 6 -1/2" TYPICAL PIA SCALE: 3 3/4" MIN. SEE FASTENER SCHEDUlt t 1 -1/2" MAX. OPTIONAL DRILL S /8 "Cb HOLE FROM BOTTOM OF EXTRUSION) BEFORE ASSEMBLY FOR TRUSS HEAD BOLT ITYP.) PLAN VIEW 1 "x1 "x1/8" ALUM. ANGLE W/ 3/16 "v POP RIVETS (la 6" O.C. SSE 55E BLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE JOINT BETWEEN REMOVABLE AND FIXED SILL SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION S REMOVABLE FLOOR TRACK DETAIL NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCI) OPTIONAL CLOSER HANDLE N.T.S. FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) CARRIER BUSHING • • .. • •• •• • • • • • • • • • ••• • • • 41-7 /115"ri;.6113" • LONG NYLON 74C BUSHING • • • -. . •v • -. . • • • !L'10' 2" SIBS' UTIOD FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COAT IPICs& to60'+ri x•.0 0 "1_HICK 300 (V(PS_ OR 1$ 10•TT. S,oll E• ASHER • TOR • • • T••O h�•111 • • 0 1111111111111111111111/1 MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. 3/8" O.D. x 0:90" LONG NYLON sOTroM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER « 24" O.C. (SEE ANCHOR SCHEDULE 2•• I,.y` FOR ANY ACCEPTABLE {} ANCHOR). INTSIDE CLOSURE SHIM ANDL W/ EXISTING GLASS /2111• 11.1 • 100" 13 INN 9a SINGLE ARM LOCKING ( MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = V -0" V14/.21114A �T SEE FASTENER SCHEDU E� j X. i ,T PLAN VIEW 1/8" 3/16 "0 POP • {TYP.) 6 -1/2" OPTIONAL PLAN VIEW SCALE: 3" 0 1' -0" & SS-EMILY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE JOINT BETWEEN REMOVABLE AND FIXED SILL SEE SECTION L ON SHEET- 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "• 1'- 0" PRODUCT REVISED as complying with the Florida Binding Code Acceptance No 0 Expirlition Date° B _ Miami Da redact Control Division ir O t T" Q i-'6 18 Q 0 0 DI CO CO g O fl di t• 10/17/2002 seal• AS NOTED' (drawn-by' R design' by VJK chid. std p7 vAij dr•wing no. 03 -814- sheet 2 of 7 3 uD: vi. vipn, 'rant Information: EXISTING CQQNC(QE}P•C'1A ONR. •. • XISTING CONCRETE, MASONRY OR WOODS &RCJCTLIRE.StE• ••• WR WOOD STRUCTURE. SEE ANCHOR 9CHE®ULL+, TS'P: • • t,NCHOR SCHEDULE, TYP. C2 COPJNECTIO'WfYi+E • • • • • • E0 E Q REFERENCE ANCHOR SCHEDU FOR MAX. EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. -5/8" MAX. • ••• •• • • • • • • • • • • • • • w l7 0 w SEE TA SI AS C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • • ••• • • • • • • • • • a• ••• • •� 4,-• • • • SE • 3‹' • OR o d CI of 3/16"0 OR #1 uj @ 6" XO vI Qw l X Eu Q On Ew .N 1/4" MAX- • •TABLE 2 • OR POP RIVET EK SCREW C. (TYP.) ASSEMBLY x1 "x1/8" LUM. ANGLE W/ 3/16.'0 POP RIVETS @ 6" 0.0 3/16' 0 POP RIVET (al 6" 0.C. (TYP.) 2" C2 CONNE REFE'._ TYPE ANCHOR LE FOR MAX. SPACING 5/8" MAX. OWALL MOUNT SECTION SCALE: 3" • 1' -0" EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 0 CONT. 11 CONT. 1/2_ 1/2.,._.._.. 1/2' 1. 31: 1/. 2" 11 CONT. TWO 1/4 -20 IL..��_,_. MACHINE BOLTS 1I W/ NOT OR #14 l� �� 1/4" MAX. TEK SCREW [tl 12" O.C. (TYP., TOP & BOTTOM) TABLE Z. aw w „• C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING QR DCSOR SEE 7 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX! REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING il,f SPACING 1/4 -20 MACHINE BOLT W/ °Il1 _'_TY; _,,_ „_, UT fol 12” O.C. (TYP., TOP '' _ ..�"" Pill BO TOM) —1/4" MAX z Z Q� d aw U)m 3d Li Of-- t- Jw t ,4J I VI Qw 0 X X Er d w� EV) EDGE DIST: SEE TABLE 2 OR DCS0R 1/4" MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR EDGE DIST. SCHEDULE FOR MAX. EDGF DIST SPACING Q- wQ OCEILING/INSIDE MOUNT SECTION SCALE: 3" = 1' -0" 1/4 -20 MACHINE BOLT W/ NUT ((0o11 12" 0.C. (TYP., TOP & BOTTOM) ROLLER ASSEMBLY TYP. EVERY.OTHER PTN 9 -3/16" MAX O z Ow Xn. 4 E ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPA NG u1/2" 11 CONT " �i: .,_ „_____2: 1/2 �',€ 11CONT. �1 APB lith EMBED. 5/8” MAX. CONT. u 1/2" 1/4" MAX. NO E; BOTTOM MOUNT DETAIL MAY BE USED AT TOP. n BUILD -OUT. {MOUNT SECTION JD 40 w XI dL) w w 0 OROOR l7 0 ,w In 0 -EXISTING CON RETE, MASONRY .14R Igo 0 . SZRUCTURE. SEE • /INCMOR•SEHEDULE, TYP. ••• • • • • • • •q "'ox 2" ?.050" ALUM. TUBE TYP. TOP & BOTTOM • • w L7 0 w 1/4" MAX- OR DOOR �� IJ MAX. 1 ►___ _,__ O1 O TOP & BOTTOM Cl CONNECTION TYPE tl SCHEDULE FOR MAX. II\ SPACING �. �� 11 CONT. - FOR LARGER SPANS CI ,lam E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE 5/8" MAX. C I SCALE: 3" = 1 BUILD -OUT MOUNT SECTION ' -0" 1 2' 3" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION TYPE p 24 MAX. O.C. REFERENCE ANCHOR EXISTING W000 OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL (2aTYP. TOP & BOTTOM 1/2" SEE TABLE 2 MA 1/2" z d'- aw tnJ In 0 LE w 1- 1— I X Q ' 1/4" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING #14 SMS @ 24" 0.C. MAX. IN BETWEEN TRUSSES Jw da SEE TABLE 2 XO Qw Lu 413 w In EMBED. 1/2" - 1/21-1/2' 1/2' MAX- w L7 0 w 1/2" 1/4" E MAX.- C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING 5 /8" MAX. CBUILD -OUT MOUNT SECT ION -"D SCALE: 3" = T -Ir 4" x. 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR.. "T" IN WOOD (a@ EACH RAFTER OF TRUSS, 24" 0.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS —1/4" MAX. z 4' - aw Nyye Td J jJ XO Qw Eu w"1 w VI 1/4" MAX. 0 z Q a Ln I- D I 5/6" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. F BUILD -OUT MOUNT SECTION SCALE: 3" • t' -0" 16 C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING WOOD SOFFIT / O FLOOR MOUNT SECTION SCALE: 3" • 1' -0" PRODUCT REVISED as complying with the Florida Budding Code Acceptance No 0 Expiration Date O By Miami Da ,''todnct Control Division .0 0 n3 KNEZEVICH &- ASSOCIATES, INC;I CONSULTING ENGINEERS • PRODUCT TESTING 1260 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33322 TEL (954) 382 -2800 • FAX: (954) 382 -2989 • FLORIDA COA #3205 WEBSITE: WWW,KNEZEVIQ1.COM • E -MAIL' KA@KNEZEV1CH.COM • !COPYRIGHT C 2003 KNEZEVICH & ASSOCIATES, INC, g 6 to to I m 1 U 0 o° i Fill I v 0 (n � b rZ�Cb o f- 0 '� o I8 "a) < a:. Y 1. KNEZEVICH PROFESSIONAL ENGINEER Ftiicen e . OOID983 0 ow date 10/17/2002 nt.. a AS NOTED PICIRJ d'esIbn by Vitt LAtlked b . Wtt, draping no. 03€ 14 ( sheet 3 of ij i 3 3 Print Information: EXISTING STRUCTURE TWO 3/8 "O POWERS CALK -IN p 3 -3/4" O.0 W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "i ELCO CRETE -FLE p 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" ANGLE DIST. IN EACH _ a063' ,f AI U • 9 A UM. ANGLE • ••• • • • . /. DETZ1J & 1-1/■" THREE -1/4 "t THRU BOLTS 1" MIN. _ ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT ® 12" O.C. USE THRU BOLT OR ACCESS yQLE AS SHOWN IN DET AIL ,-1/4" MAX. ,- Lrr Mt rol! • • • a _? IT • • • ORAbSCSOR ALUM. BEAM & SHUTTER SCHEDULE ESCRIPTION DESCRIPTION SPAN BEAM SPAN 2" x 5.. Tw = .125" 8' -O" • 8' -1" If = .125" 10' -0" 7' -6" 2.. X 8.. 5' -0" 14' -0.. Tw = .072" 8' -0" 11' -6" Tf = .224' 10' -0" 10' -4" 2" x 9" 5. -0" 15. -5" Tw = .072" 8' -0" 12' -5" Tf = .224 ' 10' -0" 1V -2" OR DOOR TWO 3/8"0 POWERS CALK -IN pn 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE tT 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE (MAX. DESIGN LOAD * 72 PSF) ®TOP SUPPORT BEAM DETAIL SCALE= 3" = V-0" SEE MAX. SHUTTER SPAN DRILL 7/16 "0 HOLE DRILL S/16 "0 HOLE 1.13" 0 0 3.75" WAR • • • • ••• • • • • •• • • • •• • • • •• •• • • a • ••• • •• • • • • • • • • ••• • • x• • • ••• 1.88" 6.00" ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3 "= 1'- 0" DRILL 5/16 "co HOLE t.00- PLYWOOD AND / STUCCO FINISH 3.00" 3.00" 3.00" 1.00" 5/8" MAX. NOTE: 1. USE BEAO‘SCHEJULE FOR tl��-- DETAILS AND (p. . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CL OF SUPPORT TO CLOF SUPPORT. TABLE 2 m 3/16 "0 POP RIVET OR,#j12 TEK SCREW 1 -1/4" )ORL vak _balm; AS m LTw ACCES, HOLE STRSUCTURE MAX 1" MIN. c X. SHUTTER SPAN 0 ob_j CC '`f ow mut=t) =O • IJ1 U) =XQ Q/-"Zz a WTO(, v., u_ 1.50" 3.00" 1f2 ANGLE DETAIL. USING CRETE -FLEX ANCHOR SCALE : 3 "= 1'- 0" OR DOOR SEE TABLE 2 MAX. SHUTTER 3/16 "os POP RIVET OR *112 TEK SCREW 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT ® 12" O.C. PROVIDE 1" HOLE IN BOTTOM QF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL 2" x 6063 -T6 ALUM. ANGLE THREE- .1/4 "4 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD * 72 PSF) BOTTOM SUPPORT BEAM DETAIL SCALE; 3" = 1•-0" PLYWOOD AND STUCCO FINISH 5/8 MAX. r 1/2" 0 I 1 • • • • r • • ••• • • 1/4" MAX. i • • rys • 1. 1/4 -20 S.S. MACHINE SCREW & NUT 12" O.C. PROVIDE 1"0 ACCESS HOLE BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW 24" O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1 "x4 "x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD 172 PSF) OWALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. EQ 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 GLASS OR DOOR 3/16"4 POP RIVET OR #12 TEK SCREW @ 6" 0.C. (TYP.)— ASSEMBLY C4 CONNECTION TYPE KtrtKCNLCANLnUtt SCHEDULE FOR MAX SPACING CC w 1- X cQ 3/16 "0 POP RIVET ® 6" 0.C. (TYP.) 1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. FOR WOOD PLATE USE 1! S.S. LAG SCREW W/ 1-3/4" PENETRATION INTO WOOD PLATE 12" O.C. TWO 1 /4 "in S.S. LAG SCREW 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD* 72 PSF) EDGE DIST SPACING @CEILING/INSIDE MOUNT SECTION O WALL MOUNT SECTION - USING 2" x 6' P.T. WOOD PLATE SCALE: 3" = 1' -0" 1/4" MAX PRODUCT REVISED ps complying with the Florida Budding Code Acceptance No D Expiation Date 0 lay. Miami Daderoduct Control Division L1 o1 10o9 a=re 0•02) Print Information: " MI IWSE'AN (ANfHCF IN. gNCIOR;S';HCDUL €) ..... • •.. • ••• • ..• •• • • • • • • • • • • • t420'•x 1/2.•' I$ACVANIZED SMS •••OR03/16 "0 ALUM. POP RIVET (0 18" 0.C. • 1" 1 "x2 "x.055 "• ••• 2_14N. 3:•)e .9,99'. • 2" x 4" x.055" • • .12 ".+r•5" 4.125" AL. ANGLE • • • • T A B L E 1 • _y, 0 • • •• • • • •.• •• ®ALT. C OSURE'DETAIL SCALE: 3" n1'-o" FASTENER ft 24" 0.C. CSANHOR C SCHEDULE) ) I%IIi #10 x 1/" GALVANIZED SMS OR 3/„ "W ALUM. POP RIVET (ol 183 O.C. ALT. CL sc•_.r 1" x 2 x 1/8" ALUM. ANGLE 3 4110 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2" x 2".x 1/8" ALUM. TUBE 6063 -T6 ALLOY RE DETAIL 1 - -0. 1" x .055" ; 1" x 2" x .055 "• x 3" x .055" ; 2" x 4" x .055" R 2" x 5" x .125" AL. ANGLE -4410 TEK SCREW OR 3/16 "0 ALUM. POP RIVET p 24" O.C. (TYP.) TWO 1/4 "1: FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) RC) NOTE: - EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE P Li/111v LIS a..a.vJ avna. vL.I tl . /SCALE: 3" .1.-0" 2 "x2 "x.125" ALUM. ANGLE CONT. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS (a1 24" 0.0 EXISTING STRUCTURE HALF OF USE MALE OR FEMALE AS REQUIRED ()ALT. CORNER CLOSURE DETAIL Q SCALE: 3" • 1' -0" MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXCEPT ©©® (FT - IN) TYPED DETAIL ® OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL © DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPED DETAIL OE 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 -.1 12 - 4 13 - 1 12 - 7 38.0 13 - 1 11 - 0 13 - 1 11 - 2 40:0 12- 11 10 -8 12 -5 Y 10 -11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -0 _ 9 -3 61.5 11 - 7 B- 7 8- 7 8- 10 63.3 11 -6 8. -6 8 -6 8 -8 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10 -9 B -3 8 -3 8 -5 71.2 10 - 3 • 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 -0 81.4 8 -•11 .7 -0 7 -0 7 -4 86.8 8 -5 6 -7 6 -7 6 -10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6 -1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 -7 14 0.0 5- 2 4- 1 4- 1 4- 3 150.0 4 - 10 3 - 10 3 - 10 4 - 0 160.0 4 -6 3 -.7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4 3 -6 NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. • 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER 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 TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE). 1 -1/4" 1/6" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER 1 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPT ABLE A 8 L E 2 - MINIMUM SHUTT,EASEPAMTIDNI.R.OM GLASS (IN) • •• •• • • • •• •• POSITIVE DESIGN LOAD (W) (PSF) • •:• ACTUAL Spoor (FT -'.IN): • • • • wear ' :SEP.4 A I9%. -. FROM GLASS FOR ,INSTAL ATIONS QUAt 10 30 BOVE•GR�4DE ' (INtHEt7' • • I�JINIMUM SEPARATION FROM GLASS - . FOR INSTALLATIONS ' 3E0 TACO HE N • ;VIE .• � (INCHES) A, 30.0 5 - 0 2 -7/8 . *- 1 -1/2 • •• •• 7 - 0 •• rat • • •' Z-3/1: i :.: 0-5/8 8 - 0; • 2.-'WS . • • • s • 1 -5/8 • •• •• 11 - 0 7-•• • •- 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5 /8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 �1.�p.. -_ ._ ..... 3 '2 -1/2 12 - 2 3 -3/4 • 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 -11- 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 • 2 -1/4 10 -4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4. `0.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 0 -v : -.•c - 11 - 0 3 -3/8 '3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 . 9 - 0 3 2 -3/4 10 - 3 3 3 O ALTERNATE FLOOR MOUNT DETAIL SCALE, 3" * 1' -0" PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No 03 -07 Expiration Dalt0 By Miami Dadrroduct Control Division • Z Z - v, w -F v1 t- W v o < -o 0, aW z Z w v Ul llE N Z2 V 8 sammim i 0 0 0i EC I8 0 -T a. u S . 1 721 1 N.W. 7n.1 TERRACE MIAMI, FLORIDA 33166 TEL: (305) 994 -7839 FAX: (305) 99'4 -3530 VJ. K &EZEVICH PSO1ESSR:NAt E. WEER Ft Dowse � • • 10553 re- .q N > .• -T a. u S . 1 0 N N V. g- * 17 IIJ A, N 0, O 9 date 10/11/2002, • scale got ►..n-4y MCR J AS NOTED• l dsatgn by cback•d by WIC J(- V JK drawing -814 sheet•5 of 7 ) \\ hurricane \ka \CADD \Associations', HI— Tech \GHPP \03- 61a uwy 2rint Information: ' • s. ANCHOR SCHEDULE • .. • •' • • ' • ..... • • • • • • • • • • • • • ••• • • • • • • • • • • FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS • • • • • • • • • • • • ••• • • • , ..-. . • 101 • • • ••• • • • • • • • • : • •.ANCHaR UM : ••• ••• • •• • • • •• ••• • - • • - LOAD MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE .(W) • PPS.Fi MA /. SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8•-0" (SEE NOTE 1) SPANS UP TO 9• -0,. (SEE NOTE 1) SPANS UP To • 1:j, -1., (SEE NOTE 1) SPANS UP TO 5._8,. (SEE NOTE 1) SPANS UP TO 8•_Os• (SEE NOTE 1) SPANS UP•TA 9' -0" • (SEE NOTE 1) : •SPAN•S•I4P TF : .13'.1" 10" i :(SEE IOU 1): •(SEE NOTE $). CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 TYPa CONNECTION (SEE NOTE 3) (SEE C2 C3 C4 C5 C1 TYPE NOTE 3) C2 .C3 C4 C5 CONNECTION Cl SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl SEE C2 NOTE C3 TYRE 3) C4 @So CUNNECTI.ON C (SEE ES NOTE E3 TIP 3) C4 CS CONCRETE • • ' • 511A11111111‘1111111110111111111*--. 1/4 "0 ITW TAPCON 1 -1/4" MIN. EMBEDMENT MIN. 3,100 P.S.I. CONCRETE) • • • • • 4S•0 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 10 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 s' 11 'ta,66, 9 6: S 3 12 6 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 4 r 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4• •9 3 3 5 3 5 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 5 8 3 4 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 W/ 105.0 10 5 5 5 3 8 3 // 4 8 3/ 4 8 3 4' 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3. 5 3 170.0 8 3 ✓` 4 l G 8 3 1 t 4. L 8 3/ 4 8 3 Or 4 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 * 1/4 -0 POWERS wJ 7/8" L 1/4 -20 STEEL MACHINE (MIN. 3,000 -IN SCREW 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 • 12 9 9 5 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 CALK EMBEDMENT STAINLESS PS.1. CONCRETE) • 57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 12 .5 4 4 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 '12 6 6 7 5 73.0 12 12 12 8 5 12 9 9 5 4 12 6 6 5 12 5. 4 4 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 12 5 4 4 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 12 5 4 4 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 4 5.0 12 12 12 10 6 ,12 12 12 7 4 12 12 12 6 B 4 `4 4 e 12 12 12 12, 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 57.0 12 12 12 8 5. 10 10 10 5 3 9 7 8 5 6 3/ 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 44 N,©' 8 Erma 8 4 4 4 Q 1 I 1/4-0 NAIL -IN (MIN. ,000PS.IDCONCRETE) POWERS W/ 1 -1 /B" 73.0 11 11 11 6 3 8 4 4 4 7 3 3 4 r� 6 44 3 12 12 12 7 4 9 5 5 3 8 3 3 4 4 7 105.0 "� /�IA 6 d� 3' 9 5 4 5 3 12 r5 MA9= 12 12 12 8 7 7 12 ge ME 12 12 4 4 12 r a , 7 7 12 170.0 �' ,A��'��i 6 En 9 3'F 7 7 4 12 "i 4'Fra'�' 12 72 12 12 * ,,,,,,,,,,:,,,,:,,,...._ * j ' 1/4 "0 FEMALE "PANELMATE" 1 -1/4 MIN. L 1/4 SCREW {MIN. 3,300 x"""""1101= ELM MALE/ w/ EMBEDMENT -20 MACHINE WITH NUT P.S.I. CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 5 7.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 .6 12 12 12 10 • 12 4 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 12 4 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 12 4 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 12 4 4 t(11111uumumamuumis IIuuuumuummmr- 4 5.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 12 10 10 57.0. 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 12 6 5 1J4~ EL[O TEXTRON H ED PCN / HEX HA TAO W/ 1 -3/4" EMBED (MIN. 3.320 PS.I. CONCRETE) 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 12 6 5 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 In 6 6 EMU 5 7 4 17 0.0 12 ' 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 • 4 5.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12. 12 12 12 12 12 12 12 9 12 12 12 12 8 10 10 9 6 1/4 -0 ELCO CRETE FLEX W/ 1 -3/4 =MIN. EMBEDMENT (MIN. 3,350 P.S.I. CONCRETE) 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 t. 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 105.0 12 8 8 7 4 12 4 4 6 3 12 4 ' 4 4 4 6 6 3 3 12 12 4 4 4 6 3 12 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 17 0.0 12 4 4 6 3 12 4 4 6 3 12 16 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3 /11` EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1•' (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 p 8 4 5.0 12 12 12 9 7 12 .12 12 6 5 12. 12 12 5 4 12 9 9 3 .3 111111111111111111111111111■ 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 1 /4 "0 WOOD LAG W/ . 1-3/4" MIN. THREAD PENETRATION SMEAR PARALLEL OR PERP TO W000 GRAIN 73.0 12 12 12 ' 5 4 12 9 9 3 3 12 6 6 3/ 12 S 4 3 105.0 12 9 8 3 3 12 5 4 3 / 12 5 4 3 /'12 5 4 3 170.0 12 5 4 3 /j 12 5 4 3 / 12 5 4 3 1 12 5 4 3 / SEE PAGE 7 FOR ANCHOR NOTES • • •• •• • • • • • • • • • • • • • • • • • • • • • • •0• • • •0 • • •• • 3 • • • • 0• PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No 0 - 0 7.0 E:piyaIion Date 0 Zoog By Min i Da rothict Control Division W 1" 4 C.; 0 N x W z 0 9 8 OV ova ,0 I° yt, 721 1 N.W. 79TH TERRACE MIAMI, FLORIDA 33166 TEL: (305) 994 -7839 FAX: (305) 994 -3530 KNEZEVICH PfCEESAD.1K1. ENWNEER R.Weense1Roc D913 At -LZ 2003 n do t• 0/17/2002 locate drivny AS MOTtD) 'b tKR d.rlpn by VJK ch•ck•d b . VJtt drawing no. 03 -814 • sheet 6 of 7 ) • i 7. i i t 0 1_ 0 u lu x O 0 C1 LL)) 0 0 u Print Information: • • •••• • ••• ANCHOR SCHEDULE • • • •• • •• • - • • • . • • • • • • • • • • ... • • • • • • • • : FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS • • • • • . • • ••• • • • ••• s•• .: ••• ANGflOA TUE •• ••• :•• •:. ••• LOaI!o •• MIN. 2• EDGE DISTANCE MIN, 3' EDGE DISTANCE �" (W) 19I4. SPANS UP TO ¶SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO 13. -1" (SEE NOTE 1) SPANS UP TO 5. -8» (SEE NOTE 1) SPANS UP TO 8._0.. (SEE NOTE 1) SPANS UP TO 9._0" (SEE NOTE 1) SPANS UP TO .• • 13._1.. ••• • • (9EK 0TE t) (St'E• NOTE 41 CONNECTION (SEE C1 C2 NOTE 0 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE NOTE C1 C2 C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPa 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Ca (SEE C2 NOTE • TYPE 3) 04.165 •• • • �• ailillllll ►tN111i11111111111111f /� 1/4 "10 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 45.0 A2 12 12 7 4 9 9 9 5 3 8 8 8 445 3 3 . 3 12 12 12. 8 5 10 10 10 6 3 9 9 9 5 3 6. 3 1 3• si a 73.0 7 7 7 5 4 r 3 7 7 7 3 4 3' 6 5 5 4 X 3 N 6 4' 4'ap' 41� 11 8 11 8 11 6 4 8 8• 8 4 7 5 6 4'ara'I , 8 5 3 6 3 3 3; 5 ow .3 r s we 3 FA 105.0 ��'i�' 4 OMEN 4 'E 6 3 OD 4 V 3' 5 ME 3 V 5 MR 3 PA 170.0 W // /,%% �" 4'ENE 4- ' %SHWALNIE M" 3' 5 OE 3 I� 5 grei 3 *I� t /4 "m POWERS W/ 7/8" STEEL MACHINE CALK -IN EMBEDMENT SCREW 45.0 12 12 12 7 5 11 11 11 S 10 1 1 4 7 ' 12 12 12 12 7 12 12 12 8 5 12 12 12 7 8 5 57.0 12 12 12 6 4 9 9 9 4 8 3 5 `p4 12 12 12 9 5 11 11 11 6 4 10 8 9 5 7 , 4 �� 4 p 73'0 10 10 10 4 7 4 346A43454412121276 9 4. 5 3 8; 3 4, 7 105.0 7 3 3 3 ,3 ��M" 5 Wang 5 "MAE 8'� 4 4 5 3 7" 4 rd 7 FAX 4 rd 7 o' 4 4' re 170.0 r'/`� "' 5 max S' //a'er��a' 4 ' 7 ED 4 Si 7 r' 1 45.0 12 12. 12 7 4 8 8 8 5 7 7 7 4 5 %��� 12 12 12 9 S 9 4 9 6 8 8 8 5 8 A 6 4 �g 3 A A 3 A p 57.0 9 9 9 6 3 6 6 6 4 A 6 4 5 3 i 4/, 10 10 10 7 4 7 7 7 5 A 6 5 6 4 O • 1 1 /4 "m NAIL -!N MIN. POWERS - zAW/ W/ 1 -1/B" EMBEDMENT 73.0 7 7 7 4 �'w;< 4'a" 4 "AN e 8 8 8 5 3. 6 3 3 4' 5 FAH 3' 4 NH 3' .3 3 IN ' 105.0 EI',�/.� ' it � AR' 4 ' ///OE 4 //. %�� aPi 3 re 4 III WE 3 3' E 4 4 I� re' 170.0 � ' "../ 'e ..' 4 IRIENE "'EN'FAVAI" 3 ' 4 * L.��,«., . , , 1/41••>n ELCO MALE/ FEMALE IN. EM MATE" W/ 1 -1 /4 MIN. EMBEDMENT & 1/4-20 MACHINE SCREW WITH NUT 45.0 12 12 12 9 5 12 12 12 6 11 11 11 5 6 3 p 12 12 12 10 6 12 12 12 7 12 12 12 6 8 4 r 57.0 12 12 12 7 4 10 10 10 5 9 7 6 4 6 pp 3 12 12 12 8 5 10 10 10 5 9 7 8 5 6 3 ,' 3 A 73.0 11 11 11 5 3 8 4 4 3 A 7 3 3 3 Ai 6 , 3 A 12 12 12. 6 4' 8 4 4 4 A 7 3 3 4 A 6 105.0 8 4 4 3'���' , F ► 6' 3 6 ', �� r �� �'� � 3, a 6 3� ' 6 � 3 W' an 3 5 FA a a FA IX 170.0 F'/�' �' 6'E 3' 6 /'�� • 'm 12 12 3' 9 5 6 12 Ord 12 12 3' 8 4 6 8 45.0 12 12 12 10 5 11 11 11 7 4 1 10 10 6 7 111 4 % 12 12 12 12 7 12 P ���� 57.0 12 12 12 8 4 9 9 9 5 3 6 7 S� 5 3 4 12 12 12 10 5 11 11 11 7 4 10 8 9 6 3 7� 7 A 4 N' 4 " ©;. " 4 st�"1"1sllsl1"1 """" 73.0 10 10 10 6 3 4 re ' 3' 5.'�, 3 11 12 12 12 7 4 8 5 4 5 3 7 3 3 4' HEX-FLANGE TEXTRON AP / W/ HEAD 4" EMBED 105.0 7 3 3 4 IIJf�A �'�PAN 3' 5 RV 3' 8 4 4 5 3 7 " 4' 7 OM gem, 4'4 7 7 170.0 �'�� %/ ' 5 " 3' 5 ME 3'�'� 7 'n 4 a 7 45.0 12 12 12 10 5 11 11 11 7 10 1 1 6 7 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 5 - 57.0 12 12 12 8 4 9 9 9 5 8 5 5 3 I 12 12 12 10 5 11 11 11 7 4 10 8 9 6 4 1/4"m ELCO CRETE FLEX E BERM MIN. EMBEDMENT 73.0 10 10 10 6 3 r_ 7 5 4 3 P/ 4 46 3' A 4 5 r ' 7- 3 3r 3 /A_ 5- 5 5._V �4 3 Pr. 3 / ,{ A 31A7 r �` 112 12 12 7 4 8 5 t 4 r y /` 5 4 3 VA 7 7 7Y 3 r i / /l)4VA7 3 I•, / 4 4; A 7 A' 4 an 4 �� 105.0 7 10 3 3 4 8 4 4 5 / / /_/4 3 7F / A71/lrA4 I17"I5 f/V/ 3 5 VA / / //i 3 725 r / '/ / 1 '/ f/V/t4 f A 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, PAGE 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 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 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. VARY. EXISTING ERIFYRTHAT FAT E WOOD FRAMING, ARE INTO ADEQUATE WOOD 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.) WOOD STUD. 3/4" 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 BOLTI, U.O.N. 9. I 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 © ANCHOR SPACING SHALL NOT EXCEED 8 =1/2" 0.C. 12. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 6" 0.C. ••• • • • •• •• • • • • • • • • • • ••• • • • • • • •• • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • •�• •• • • • ••• PRODUCT REVISED as complying with the Florida Bolding Code Acccptencc No 0 Expiration Date O By Mi 'mi D'PrndUCt Control Division V P. ENEZEVICH R. r 9Oioaai 112 \19, 2003 0 rt 0 O C9 0 0 O dots 10/17/2002 scot* AS NOTED) disig•by vm dr' anon' Oy MC11 ch.ek•st by *droving no. 03 -814 sheet 7 of 7 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION � PERMIT NO. YES TAX FOLIO NO.' I1'3Z ,O 1442.! STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Le al description of property and street/address: 6M; 5'i0ree,( irk- x-3/.38 1111111 MEN N CFN 2007R0209623 OR Bk 25405 Pe 0627; (las) AMEFRONNFER 13-0:t660' MIAMI -DADE COUNTY, FLORIDA LAST PAGE 2. Description of improvement: f f/Y/ c 7,ae S'G) / f1— 'P 5 3. Owner(s) name and address:` a l Sat Interest in property: tad /1.e/' Name and address of fee simple titleholder: 4. Contractor's•namo and address: ,1/ 1'/,I''r 7< ��7 ,�-�7i i , /$ / 4/44) /T'/ /,& / l�gm, / -..x ,,q 5. Surety: (Payment bond r- uired by owner from contractor, if an Name and address: 1, /�'! Amount of bond $ . r/ 6. Lender's name and address: /Y 7. Persons within the state of Florida designated by Owner upon_ti6horn=riotic provided by Section 713.13(1)( ;71, Florida Statutes, Name and address: y • then documents may beTeIVed as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the•Lienor's Notice as provided in Section 713.13(1)(b), Flaridtatutes. Name and address: 9. Expiration date of this Notice of Commencement:. (the expiration date is 1 year from the date of recording unless a dif�ergnt d i�,sp(earned) Signature of Owner^ Print Owner's Name QO,2k?rc-I)(cil Sworn to and subscri;; jj • before me this 6 day of Fe 10 Notary Public Print Notary's N My commission -xpires: Prepared by sAkef ipV , 20 0.. Address: /S? Nt) 6T `/ Mi?rn?/ G 537b? 123.01 -52 PAGE 4 8/02 ,,' Mabel Vargas Commission #DD2319 R 4 �;. . P Expires: J 13,2007 00 BondedThre ! '' dip Co. Inc