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WS-06-2279
Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Electrical Permit No. t J O 0 "' Z zniq Master Permit No. Plumbing Owner's Name (Fee Simple Titleholder)�� joe VC1 Owner's Address ecta,5 N e> 4 ?Nile 1Z City in 1O('(' i Sh . State Tenant/Lessee Name 1%`-) /A Mechanical Roofing Zip 333 Phone # Job Address (where the work is being done) 115 NE 4 nLJQ_ City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO X Contractor's Company Name Contractor's Address City State Qualifier Name Zip Phone # State Certificate or Registration No. Architect/Engineer's Name (if applicable) Zip Phone # Certificate of Competency No. Phone # Value of Work For this Permit $ ICC) , CC Square / Linear Footage Of Work: Type of Work: ['Addition DAlteration Describe Work: A DiR ew ❑ Repair/Replace ❑ Demolition ******** * * * * * ** * * * * * * * * * * * * * * * * * * * * ** ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ //0 0 CCF $ CO/CC Notary $ Training/Education Fee $ - Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --* 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 a 'proved and a reinspection fee will be charged. Signature Owner or Agen The foregoin;, instrument was acknowledges . me this r day of ep , 20 (C -by who is personally known to me or who has produced As identificat NOTARY PUBLIC: Sign: Print: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: H��;0: 11W ■Agi1111 My Commission Expires: MONICA IJSSETH DIAZ MY COMMISSION # DD 483995 EXPIRES: October 20, 2009 Bonded Thru Notary Public Underwriters Sign: Print: My Commission Expires: ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE INSPECTION RECORD WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS STRUCTURAL Footing Tie Beane. Rake Beam 2nd Floor 2nd Floor ns', 2nd Floor Tie Beam Ro Floor She Trus Ho Truss, F Store Frog[ Buc Lath INSP Window kistillation Door Installation STRUCTURAL INSPECTOR DATE Work is allowed Monday through Saturday 7:30 A.M. to 6:00 P.M. . No work is allowed on Sundays or Holidays • MECHN\IICAL Undgr A/C Pipe Slab condensate Jenn -Aire ough Duct Rough Pipe Exhaust Fan Rough Hood Rough Pool Heat Pump Fire Dampers Fireplace Vent Vacuum Pipe Rough uum Pipe Final Equipment Anchor Suppression Test Tuct Detector Ventilation Pressure Test PLUMBING PECTION TYPE NSPECTOR Tile in Shingle Framing Insulation Pool St Pool / Patio Deck ure Test Fire Sprinkler Final of Maindrain ELECTRICAL INSPECTION TYPE Temporary Pole Footer Grounding Slab Service a. Alarm Prewire T V. Prewi Intercom Prewire Phone Prewire B. Alarm Final TN. Final Intercom Final Phone Final Day Temp Pow Pool Grounding Pool Slab FOR INSPECTIONS CALL 305 - 795 -2204 INSPECTION REQUESTS ARE ACCEPTED DURING THE HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305 -795 -2204 aado NO a31v3IaNI SY DNINDVB 01 N31SV I iIWH3d ONIH3AO0 3ALLO31OHd HJ.IM ONIO'1Ifi8 AO 30Vd NO H3N31SVd H11M dVld N33f1OSIA aO 30031 3ALL031OHd N8 x 41 , NOLLVH13N3d I 1 ..84 NMI i «VL '08 ONINOVB ..BL x 3aVIN 38 11IM NO1133dSNI ON HO SOOHI31N DNIMO11OI 3H1 IO 3NO A8 80r 3H1 JO 1NOah 3H1 NO a3Ad1dSla 38 1SfW auvo 1IINa3d SIH1 DISPLAY THIS CARD ON FRONT OF JOB MIAMI SHORES VILLAGE BUILDING PERMIT PERMIT # DATE SP 1 3 OWNER ADDRESS CONTRACTOR...k. , { PERMIT TYPE 1/4 Q4 "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Miami Shores Building Department Product Approval Schedule / Com • arison Chart Address: � ' ; NE 4 joi Ace *' ermit No. (i3(.5 {) -- 1 e Opening Description of Window Prod act Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact I1) or Door or Mullion Number • esi n Pressure Pressure Size Yes / No Yes / No Yes / No aariannal (+ PSF () PSF air A MilIMM • ••• •• • • •_ •••• ••••• • • • • •••• • •••• ••• •• • • ••• • • • . •• •• •• • 1 • ammo •L•� `t s ,: a 1.1 u V Ili- a ••• • • ••• • ••• • •• • •• ••• •• • • •.• • ••• • PARK DRIVE • FRONT VIEW //////7„7/7/7 S NEW ACCORDIAN SHUTTER 6X3 FRONT DOOR • • • • • .. • • •••• • • •••• •• •• • .. • • • • • • .. • • • NE 4TH AVE RD NEW ... • ••• ••• N M IA M IOADM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Guardian Hurricane Protection Products, Inc. 7211 N.W. 7911' Terrace Miami, Florida 33166 • • ••• •• •• • • • •• • • • • • • • • • •• • • • • •• • ••• •••••• • 611:7 • • • ▪ 2z�q • • • ••• ••• • • •M AMI'DADE COUNTY, FLORIDA • • • • • 1'gIE jR1ADE FLAGLER BUILDING • • •_ :.40 WEST 1'LAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• •• • • • • • • • •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 the 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 manufacturer's 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 as an 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. Mahar, P.E. NOA No 03- 0717.01 /2-7 /03 Expiration Date: 08/24/2008 Approval Date: 08/27/2003 Page 1 e.1. 10/17/2002j t2 = .06' HEADER -CLG. ()MOUNTED 52810. HALF SIZE 1.193" t9 OfIEADERLWL MOUNTED I 3.993'• . 52- i 4.478" ©SCALE: HALF 512 T N` 45° 4.078" 4.534" ©TYPB SLATS SCALE. HALF SIZE GENERAL NOTES• p 1. THE PROVISION SET DOCUMENTS THE ISSUANCE OF A NOTICE OF ACCEEPTANCE INOAI✓BY C IAMI DARE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING 2. TAPPREORVFAL 0OCUMENTS NON 68665EEIWTALLOWAVET TRESS WASSUSED ITS 71.1! FASTENER ANALYSIS. 3. THESE QTOQDCU ENtTOSIINI ACCORDANCE WETN THE 60VERNINpG CODE ANC 60VERNIHG BUILDVMG CODE 29018 DVRECT10NALITY FACTOR OP 56.085 SHALL BE 02EOIDA 4. 4417 SITEPSPECIFIC APPLICATION D9 71115 SHUTTER SYSTEM LUDE INFORMATION 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61615 -23 OF THE FLORIDA ADMINISTRATIVE 200q8. qq55 pgE p E �Np ?4 D qqy g 0. HpSRRE Q o12 7 0 CONTRACTOR VER 9(55 THEATETHE EXISTING 5TR URO DOES ONENTyDILEIAM 71610EN THER FORRM1 ORj MATERIAL FROM 711E STRUCTURAL 5085184TES 7. THE APPROVALL DDCUMENTS.7TIONS TO THESE APPROVAgqLDOCUpMENTS WILL VOID 0. BUILDINGQQ�p0pp991618� MAYgELECCITE0N0T0FFTHNNRRE FOLLELLQOppgWIING 0PT10115. UMEtNIiS' TTHIE, AI mile 7 2 OpOVIOATINONI SAID OOCEUMESNTS SHALL BE SUR�E.I TT[CD 70 1(16 PR00UCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL ORANTTT1110 MISS /HER APPIRMOEVAL. 5 q 811HEtS1E[HE800 RROM 1116 MIAMI -DAIOE COUNTY[ RPODUCT [CONTROL DIVISION A'� ZONE AREAS EONLF1Y0097106 VIBAT5 OC853RAWCCEPTEO 61711E BUTLDIN8 OPNCIAAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS. GUARDIAN PROTECTION PROMOS, INC NRANRDADE WA? 5Ip C1 Q 10 HVTHIN 1 " "OF C E ER IVERT 1A L065(62 MMECMANISM SHALL BE LOCRED TO PROVIDE 11. STORM SHUTTER pEEXTTpIRUSIOTN5 SHOOW2N SHALL BE 6063 -778 ALUMINUM ALLOY. U.D.N. 12., 08 ORYEAS TDOBE 3006 6 505208,E UM011 7565UE al R1017'14 OP 6D 5...1.. 0TONL. 13. 9109 AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. REMOVABLE ANCHORS SUCH AB POWERS CALK M ANCHORS O LOCATIONS. USE 10. OFFICE PATENT No 0745.270NTED WITH THE U.S. PATENT AND TRADEMARK l t .620" 93 1.840 - it 0 BUiE�U S1WALL HEADER ®SILL-WAALL MOUNTED SIZE i x.711" -} -184" 1.533" 1 .055 " - .500' 3.283" 250" 050 OAD1 SILL -TOP OAD.L SILL-BOT7 ALTERNATIVE SCALE, HALF SIZE l„jSCALE: HALF SIZE Sa `E SILL: -BOT, ELA END SLAT SCALE, HALF SIZE , :fin °'dPo° O N 11 ANGLE SCALE. HALF SCE J N .} ()CENTER MATE 1 9 SCALE. HALF SIZE 2" MIN. -5" MAXI 2.373" 1.158" 4 .095' .442" 095" © CENTER MATE 2 10 SCALE. HALF SIZE STAINLESS STEEL ASSEMBLY 320 "0 HOLE , II) PLACE ,NEE / PLACE .051' 1.100" .251" =mum? O12 ROLLER ASSEMBLY SCALE, HALF SIZE' x.472" I.D. 612" O.D. t 1.350" 1 L9 .211. j t 1 .4500" r 1 1.1,1 1 620" 5"'f Oa LOa CENTER MATE 1 rvumoRow 9 SCALE. HALF SIZE 45" ••to • • •••• • •• • • • •••• 10 COMB B MAU 2 DT/tODONG no) •••• •••• • . -.• • • •••• .040;' TOP BOTIOM'' " CARR•R (0 BUSHINGS 2 SCALE. FULL SIZE .360 80' (OPTIONAL) © LOCKING CLIP 115 SCALE: HALF SIZE SO t3 =:01s4 WALKOVER S LL ©FLOOR MOUNTED 18 SCALE. HALF SIZE 13 INSERT HALF so' .375" R 505" R .315" R • • • •• • •••• • .32P •••• sta •••• • • • •• • 14 SOCEI I!AGM SIZE PRODUCT REVISED es emptying with the Plat da B Acceptance o03 Ezpioton Date 0 ••• •• LOCKING ARM ALIGNMENT INSIDE HANDLE 0 BUSHING 51 18 NYLON) SHIM (NYLON) ALF SCALE: SCALE: HALF SIZE le ewn n, MLR 'Beaton 05:11 i°4 sheet 1 of 7 8 0 0 0 d 0 r i 0 A 0 BOTTOM TRACK — LOCKING MECHANISM. DR BELOW 18" ENTERVE (SEE GENERAL NOTE 10) 1YPICAL ELEVATION FASTENER 0 24" D.C. (SEE SCHEDULE ANY APA ANCHOR). MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5E DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR HANDLE WHEN M UNTEDM INSIDE. V USED wflFE SCALE. 1 -1/2" . V -0" FASTENER 181 24" O.C. (SEE ANCHOR FOR ANY ACCEPTABLE ANCHOR). ,ameess Mn•n LS %. , SINGLE ARM LOCKING MECHANISM SIDE IOF SHUTTER. { LOCK MAY BE INSTALLED ON 4, INSIDE OR OUTSIDE OF SHUTTER Ur 1 I V IIML C.LU3en nMroULQ ,SINGLE ARM LOCK 2" MIN. gi LLppS5tpE i =Min SI•IANOLE W/ -I••J %l 1ili a Ymwu■NrriswL 14 a5T=1wJ 0 ii ND SINGLE ARM LOCKING .•�• MECHANISM SHUTTERER LOCK.MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER TYPICAL PLAN VIEW SCALE, 3" . 1' -0- B ITYP.) SEE FASTENER SCHEDULE 11 /1 /2M4X. s jll OPTIONAL DRILL 5/8 "0 HOLE FROM BOTTOM OF EXTRUSION4, BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16•'0 POP RIVETS (O1 6" O.C. JOINT BETWEEN REMOVABLE AND FIXED SILL SSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE 5EE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION CS CONNECTION TYPE SCHEDULEEFORR MAX. SPACING REMOVABLE FLOOR TRACK DETAIL SCALE 13 ". T- 0' NYLON HANDLE AL ECOATING STAINLESS WASHER (TYP. TOP 5, BOTTOM) O itHi��ilNli 1 (DOS NOT EEiGLE ARIA REPLACE OPTIONAL CLOSER HANDLE FASTENER ((81� 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 3/8" 0.0. x 0.90" LONG NYLON MOM BUSHING 2® *10 x 3" SMS. MANUFACTURED FROM N4101-IT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460••0 x .080" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER BUSHING ASSEMBLY SCALE: HALF 512E MIN. SHUTTER SEPARATION FROM GLASS. MEASURED FROM BACK OF FASTENER 0 24" O.C. SHUTER BLADE OR HANDLE WHEN MOUNTEDM (SEE OR ANY AOCCEPTABLEE INSIDE. I ANCHOR). MI awamroluz. lsimm 1 Wt? u :Srw� I! 6) (TYP.) SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER •• P.1 • 6 -1/2" ••• ••••� SCALE. 3" . 1' -0" 4IN. A SEE FASTENER SCHEDUL+E..f 1 3-/1/2" " M MX. 1" x 1" x 1/8" 3/16 "0 POP U MOVES VIES OPTIONAL PLAN VIEW S AL SSEMBLY PTIONAL LOCATION CS 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 9ECOON T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE 3 ", 1'- 0" • • •• •• • • • • • • • • • • •• • • :• • •••• • • •••• ••• • • • •• • •••• • • •••• •••• • • • •• • no Bu kSm01yin gODCf0h3 tH-mama •ol C00PlncNo3 B. D1d -CtCo 5 10/17/2002 vc M 1. xOtCD a •..,roy run ar,w5v ,v 03 -814 ( sheet 2 of 7� Sere 10/11/2002) MContu 08/21/2003 05:51:01pm SEE TABLE 2 OR DSOSOR 1/2" z 4 CL 4* CC w f s X E 1/4" MAX- Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. OWALL MOUNT SECTION A SCALE, 3" • T -0" EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 0 CEONN NNECCIIONCTT PPE SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 0 CONT. 1/2" 11 CONT. 11 CONT. 1/2" !;.� TWO 1/4 -20 MACHINE BOLTS W/- NUT OR 014 tit �+ 1/4" MAX TEK SCREW @ 12" 0.C. (TYP., TOP & BOTTOM) _. SEE TABLE 2 1111111 0 N-1 SEE TABLE 2 OR DgOSOR -� • 3/16 "0 POP RIVET OR *12 TEK SCREW 6" 0.C. (TYP.) £u XSSET BLY LLI ALUM. ANGLE :A W/ 3/16 "0 PDP RIVETS @ 6" 0.0 CS CONNECTION TYPE REFERENCE ANCHOR MAX SPACING 3/16 "0 POP RIVET @ 6" 0.C. (TYP.) -w a-' wN 4 ZOW a-4 NaD xz -1/4" MAX. oisT� OR 0050R PTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER N REFERENCE NNECTION T PE SCHEDULE FOR MAX. SPACING SEE TABLE 2 OCEIUB NG/INSIDE MOUNT SECTION SCALE. 3" • T -O- 1/4 -20 MACHINE BOLT W/ NUT @ 12" O.C. (TYP., TOP & BOTTOM) ' ROLLER ASSEMBLY TYP. EVERY.OTHER P 9- 3/16" MAX. REVERSED ANGLE DIRECTION. 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 1 11 CONT. /2" _..r._s 1/2� 1/2' ()CONT. 11 CONT. EMBED. 5 /8" MAX. NOTE: pM •� MAY BE USEDNATDTTOL O$UI_ D -OUT MOUNT SECTION FW y-� 400. Xq 1/4" MAX: 0 30 SvbsioR 0 REFE ENCCE ANCHOR SCHEDULE FOR MAX. SPACING ciCONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE. CI /8" MAX. OBUIU�OUT MOUNT SECTION C SCALE, 0.. 1' -0" 1 3" 1 1/4" MAX. ca TOP & BOTTOM " 10 EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION TYPE @ 24" MAX. 0.0 REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL Cr TYP. TOP & BOTTOM . 1/4" MAX SEE TABLE 2 1 0 /2" 1/4 MAX. REF0REN E ANCHO SCHEDULE FOR MAX. SPACING 5/8" MAX. OBUI•UAOUT MOUNT SECTION 1/2" MAX. 014 SMS (8 24" 0.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 EMBED. 0 Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT D0 NOT EXCEED 8 -1/2" SPACING 5/8" MAX. OpUIU�OUT MOUNT SECTION • • • • • 4" x 1 /8" 6063 -T6 ALUM. • • • • • CONTINUOUS PLATL•W/ • • THREE 1/4"0 WOOD LA6• • • • • SCREWS WITH 2 -3/4" • • • o PENETR. TRNAWOOD @ • •••• a� EACH RAFTER OF 7•L6E • • • • KZ 24" O.C. MAX. WHERE Et, PLATE EXTENDS •••• - •••• a BEYOND LAST TRUSS, • • • EXTEND PLATE TO NEVCB• • • • • • TRUSS —1/4" MAX. • • z i a^ a. Vi40 • o• r £OA ur 1/4" MAX. EXISTING CONCRETE, MASONRY ANCHOR SCHEDULE RTV ?. E 0 CONNECTION TYPE. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING WOOD SOFFIT/ OG FFLOOR "MOUNTSECTION LE: •• •• • • • • • • • • • • •• • ••• • • • •• • •••• • • •••• •••• • • -• •• • PRODUCT REVISED as complying with the Florida BaidingCodo Acceptance No' f °0 Expbation.Dato 08 ANami - ConKO1 Dlvtlwt o= OTn r0. 18 VIL CN s •t. )lue„omy as uorr0 Mat e•agrt by )Ic.ecwev yl v. 03 -814 sheet 3 of 7 10/17/2002] Print Information: \\ hurricane \ka \CADD \Associotions \H1 — Tech \cHPP \03 - 814 \R1 — sub\ 03 - 814- 04.dwg WCantu 08/21/2003 05:51: 21pm & NUT 12" 0.C. USE THRU BOLT OR ACCESS KKE AS SHOWN IN DETAILW -1/4" MAX. ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2" x 5" 5' -0" 9' -5 ". Tw .125" 8• -O" 8. -1" Tf .125" 10•_0" 7. -6" 2 x B" 5' -0" 14•_0" Tw w .072" 8' -0" 11• -6" Tf x .224 10' -0" 10,_4" 2 ".x 9" Tw a .072- 8' -0" 12•_5" Tf a,224 10' -0" 11' -2" (MAX. DESIGN LOAD • 72 PSF) OTOP SUPPORT BEAM DETAIL H SCALE, 3" • r -0" z Q 01 N w r S QX 1.50" 3. 0" I,.12 ' 1.80" I' ,.88 '}1.12 "J 6. 0" I ANGLE DETAIL USING CALK -IN ANCHOR SCALE . 3"e 1'- 0' DRILL 5/16 "0 HOLE t00- 3.00" 3.00" 3.00 PLYWOOD AND STUCCO FINISH 1.00" 5/8" NOTE: 1. USE BEAt"j• SCHEULE FOR DETAILSUAND J . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CL OF SUPPORT TO 4 OF SUPPORT. TWO 3/8 "0 POWERS CALK -IN (1D 3 -3/4" 0 C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4-1/2" MIN. EDGE DIST OR FOUR 1/4"0 ELM CRETE -FLE 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE Q ..e_-,' cc W N Q�yO,w��lr�„W O 0J tu £WHEW-' J > O.TXQ Li - ,i"rQ2 X W�OCN QN o m . 3/16 "0 POP RIVET OR 812 TEK SCREW 1 6" D.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT 15 12" 0.C.- PROVIDE 1"0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU. AS ?? •� SHOWN IN DETAIL 60e3T ALUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION 1.S0" 3.•0" 11.00" O ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE , 3"a r- 0" OR DSOOR MAX. SHUTTER (MAX. DESIGN LOAD • 72 PSF) °BOTTOM SUPPORT BEAM DETAIL, SCALE■ 3' m ion 0. 2 4 N I1/4" MAX. 1/2" 1/4 -20 5.S. MACHINE SCREW 8, NUT at 12" O.C. PROVIDE 1 "0 ACCESS HOLE @ BACK SIDE FOR FASTENING TWO 1/4"0 S.S. LAG SCREW p 24" 0.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1 "x4 "x1 /B" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD • 72 PSF) OWALL MOUNT SECTION - USING ALUM. TUBE, SCALE, 3" a r -o• EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. LSSE�E TABLE 2 OR DOSOR 3/16"0 POP RIVET OR 912 TEK SCREW @ 6" O.C. (TYP.) & Sa SSE BLY C4EFEER E CE ANCHOR R N SPACING FOR MAX. 1/4" MAX. OPTIONAL LOCATIO CS CONNECTION 11VP8 REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 CEILING/INSIDE MOUNT SECTION FOR LASS SCREW W/ 1- 1/4 "0 L SCALE, 3" - 1' -0" S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE @ 12" O.C. PRODUCE REVISED TWO 1/4 "0 S.S. LAG SCREW es complying with the Florida PLYWOOD AND g% 24" O.C. MAX. W/ 1 -3/4" Acceptance 0 - O STUCCO FINISH PENETRATION M CENTER OF 5/8" MAX. -.-. STUDS a ,,•,.. .0 Date 0 3/047' 2" x 6" P.T. WOOD PLATE $q! (MAX. DESIGN LOAD • 72 PSF) B)tOm{, robot InSCO 01 5/8 " MAX. •••••• es REREOON NCCE AANNCI IDR SCICIU A* EF3R:• • • • 1/41"••• M AX. • 3 • FW.. '�Q ' • O F-N ,;••• W IIi!J9r:.! .. U34850'D' ET •••• • • •••• • • • •• • ®WAALL MOUNT SECTION - USING 2° x_6° P.T. WOOD PLATE 'Lw8 VA f0t I:• trj I� ® IIuhI 0111111 1301111111111 r00 NDTlDI heche�bR11� I vxc) 03 -814 rsheet 4 Of 7 ) sheet 5 o4 71 ADD \Associations Vi—Tech 47 -1" x 1" x .055" ; r o 2" x .055" ' x 3" x .OSS" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE - ® ALT CLOSURE DETAIL M SCALES 3" . T -0" " MI FASTENER 24" D.C. A (USE ANY ANCHOR IN ANCHOR SCHEDULE) rare -is *10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @18" 0.C. 2" 1" x 2 1" 3"x. x .055505 51 . ' 1"20..20" ;4 "x.05" OR 2" x 5" x .125" AL. ANGLE ® ALT. CLOSURE DETAIL, ,ALT. 1' -0- 1" . 2" x 1/8" ALUM. ANGLE 3 1110 TEK SCREWS POP RIVETS (TYPM 2 "x2 "x1 /8" ALUM. TUBE 6063 -T6 ALLOY IJ 1C - 13 - 1 1 1C - / 38.0 13 -1 11 -0 13- 1 11-2 40.0 12 - 11 10 - 8 12 - 5 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- I1 9 -0 9 -0 9-3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -6 66.8 10 - 11 8.- 3 8 - 3 8 - 5 67.5 10 -9 8 -3 8 -3 8 -5. 71.2 10 -3 8 -0 8 -0 8 -2 75.0 9 -8 7 -8 7 -8 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 4-7 140.0 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, ALUM. POP RIVET (d 3/16 0.C. 1' (TYP.) TWO 1/4-0 FASTENERS 2. EACH ANGLE SEE ANCHOR 9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTE ETHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ®CORNER CLOSURE DETAIL 2" x 2" x .125" ALUM. ANGLE CONT. 1/4 20 TRUSS HEAD LOCK WASHERS (d 4 "• __ EXISTING STRUCTURE HALF OF 6 USE MAL OR FEMALE AS REQUIRED ©ALT.ECORNER CLO URE DETAIL 3 REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 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. ROM SHUTTER (SEE SCHEDULE SHEET 5) 0.062" ECESSED SILL 3105 -H32 OR 6063-76 ALUM. ALLOY (1/ CONCRETE) "BELOW a431/1 1/4" MAX. 1 -1/6" XISTING STRUCTURE MIN. 3.000 P51 CONCRETE ONCRETE FASTENER @ 8" D.C. ANY SCHEDULED FASTENER IS ACCEPTABLE 30.0 5 - 0 2 -7 /B 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 - 3 -3/4 2 -3/4 5 - 0 - 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 40.0 - 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 - 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 50.0 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 60.0 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 • • 3 • 5 - 0 2 -7/8 • • 1-0/2 7 - 0 2 -7/8 •• 1-%/8 70.0 8 -0 2 -7/8 •••••i/8 9 -6 3 •••ltZ,1 /4 10 - 4 3 2 -5/8 5 - 0 2 -7/8 ...”-.1/2 • 7 - 0 2 -7/8 ••••-3/4 80.0 8 - 0 2 -7/8 • ,••1-41/8 • . 11 - 0 3 -1/8 • 3.a /8 12 -1 4 •► •r+•4 5-0 2 -7/8 ••••¢b2 7 - 0 2 -7/8 • •1 -6/4 90.0 8 - 0 2 -7/8 2 • • 11 - 0 3 -3/8 • •3 i/8 11 -6 3 -7/8 •• • 5 -0 2-7/8 1-1/2 • 7 - 0 2 -7/8 - 1 -3/4 100.0 8 - 0 - 2 -7/8 2 9 - 0 3 2 -3/4 10 -3 3 3 ®ALTERNATE FLOOR MOUNT DETAIL R SCALE, 5 "•• 1• -0" •••• • •••• •• • • •••• • •••• • •••• •• • • • •• •- •••• • •••• •••• • • •• • PRODUCT REVISED as complying with the Florida Raiding Cole Acecptaage No03 -O .0/ Dad redo:* COptrol 8 >5 NN z rt ad 5 tl amm ••• •• fe.t. 0/17/2002 [7:L0.1 d••1gn e �cnrcw.a 0y GravNg no 03 -814 • 1) C1 C2 C3 C4 C5 C1 C21C3 C4 C5 C1 C2J C3 C4 C5 C1 C2 C C4 CS J C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C31 C41 C5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS :.:IIUUIIWIIIIUl141111➢ p ; 1/4'0 ITW TAPCON W/ 1-1/4.00 psi, BEDMENT (MIN. 3,tOD PS.L tDNIOtFTE/ 45.0 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 5 11 6 6 6 3 57.0 12 12 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 / 4 %/ 12 12 12 111 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 73.0. 12 12 12 7 4 10 5 5 5 3 9 4 3 4 8 3 4 // 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 170.0 3 5 8 3% 4 j 8 3 j/ r / 3 170.0 8 8 3/ 4/ 4/ 6 3 4 8 3 )_4 4 8 3 4 4 i 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 5 3 * kJ 1/4 ^0 POWERS CA4K -IN W/ 7/8" EMBEDMENT a 1/4 -20 STAINLESS STEEL MACHINE SCREW 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 : 12 9 9 5 4 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 9 6 57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 12 5 4 4 3 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 . 6 7 5 73.0 12 12 12 8 5 12 9 9 5 4 12 6 6 5 12 5 4 4 3 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 7 5 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 12 5 4 4 3 12 11 11 9 6 12. 6 6 7 5 12 6 6 7 5 12 • 6 7 5 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 12 5 4 4 3 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 . 6 7 5 (N@t.5A00 RE.4 COmTH) Q 4 5. 0 57.0 12 12 12 12 12 12 10 8 6 5 12 12 70 10 12 10 7 4 5 3 12 9 12 12 6 7 8 5 8 6 4 4 'f/ 4 / 3 /' 12 12 12 12 12 12 12 10 7 6 12 12 12 12 12 12 9 5 7 4 12 10 12 6 12 9 8 6 4 3 9 7 5 5 3 4 1/4.P POWERS 2AW/ l NAIL-IN W/ t -va^ MN. EMBEDMENT 73.0 11 11 11 6 3 8 4 4 4 7 3 3 4 A 6/ 3/ 12 12 12 7 4 9 5 5 5 3 8 3 3 4 7.d 4. gg 105.0 8 4 4 4 6 it ��'�/ 97AMEW/.'AMI' �' 170.0 6 `/��MEWI /�/�/ �/�/ :W�e /� II: ,1 /�� �'i'AEYKIA �/� /A // 12 i��MIVAI1 12 12 7 ����� 12 8 8 8 OAK 5,000 PSJ. CONCRETE/ * * i' ' 1/4'0 ELCO MALE/ FEMALE -PANELMATE- W/ 1 -1/4 MIN. EMBEDMENT 6 1/4 -20 MACHINE SCREW WITH NUT (miss500P.54CON96 * 45.0 12 12 12 12 11 12 12 12 12. 7 12 12 12 11 6 12 8 7 7 4 12 12 12 12 12 12 12 12 12 8 12 57.0 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 6 12 4 4 7 73.D 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 4 12 4 4 7 105.0 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 4 12 4 4 7 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 ,+^mn @»gmnynGm,- 45.0 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 12 10 10. 9 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 12 6 -5 7 5,■■ \"`\" ,1, ,,_ 77//4' ELCO TEXTRON HEX-PLANBE TqPCDN/ HEX HEAD TAPCON W/ 1 -3W EMBED (MNL 3,320 P.0J. mP[RER) 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 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 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 13 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 12 . 6 5 7 4 45.0 12 72 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 12 10 10 9 6 1/4-0 fiMBE�MENT E LCOg CRETE NPLEX (Arm 5.550 PSJ. COIVCIt6t0 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 12 6 5 7 4 73.0 73.0 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7' 4 105.0 12 8 8 7 4 12 4 4. 6 3 12 4 4 6 3 12 4 4. 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 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 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 314' 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' -7" (SEE NOTE 1) CONNECTION C1 SEE NOTE C2 C3 TYPE 3) C4 CS CONNECTION SEE C1 C2 NOTE C3 TYPE 3 C4 - CS CONNECTION SEE C1 C2 NOTE C3 TYPE 3 C4 C5 CONNECTION SEE C1 C2 NOTE C3 TYRE 3 C4 C5 pCJ g S j111•1.I111111111101i191Li611f+ 1/4'0 WOOD LAG W/ 1 -3/4^ MN. THREAD PENETRATION SNEAK PARALLEL OR 9080 TO W000 GRAIN 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 57.0 12 12 72 7 5 12 12 12 5 3 12 12 12 4 3 12. 5 4 3 //' 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 '3 % 12 5 4 3 / 105.0 12 9 8 3 3 12 5 4 3/ 12 / 5 4 3/ 12 5 4 f 3/ 170.0 12 5 4 3 (/ 12 5 4 3 ✓/ 12 5 4 3 12 5 4 3 SEE PAGE 7 FOR ANCHOR NOTES •••• • • • •••• • • • • • ••• • ••• • • •• • • • • • . • • •• • • •• • • • •••• • •••• • • •••• ••• • • • •• • •••• • • •••• •••• • • • •• • PRODUCT REVISED as emptying *kb the Florida 8nidiog Code AMP**. No o .0/ E3pt Itob ate* g roda5t Control s sheet 7 of 7 1 Pent Information: \ \ hurricane \ka \CADD \ Associations \ HI—Tech \GHPP \03 - 814 \R1 — sub \03 - 814- 07.dag =anti, 08/21/2003 05:01:58pm ANCHOR NOTES: SHOWN p 1. SAU.OWABOE LOADS SH SANS FOR SR PECIRETCLOADS MUANCHOR IIMITEED TO ONLY SHOWN 731 TABLE 1, PAGE S. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELE51 DESIGN LOAD GREATER THAN OFt 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 EppDDGE DISTANCE EXCLUDES ppWALL FINISH OR STUCCO, 6. EMBERS NOT VERIFY FASTEENG TO ARE ISEAC ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7 SHALL LAG i LOCATED INACENT R ONARROW INAL CE 04" !MIN) FRAMING FASTENER " "SOUTHERN PANE" ACCEPTABLE RR GREATER DENSITY. LAG SCCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM 09 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. % 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 SECTIONOD ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" D.C. 12. FOR BUILD -OUT MOUNT SECTION °ANCHOR SPACING SHALL NOT EXCEED ••AI • • • • • •••• • • • •• • • •••• • - • •••• • •• • • • •••• • • ••• • • ••••. ••• • • • • • •• •• •• • • • • • • -• • • • •• • • • • •• • • •••• •••• • • • ••• •. PRODUCT REVISER es eomppying wIth Mo naflda Batdleg Code �p EcpiadoaDetel #R'2"Ff- -"08 B gniuMCoDtrol tfttelen 0,05 aS 4 0 0 zi 1-! ■ Tt t • IFwrm sLLmw �HD • •• • 4 " 10/17/2002 as�ee TtD Gen IDnv y M rdr•wn Dy • '4» r? ecke M Oyj I V arbWIng rm 03 -814 1) Cl C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS HOLLOW CONCRETE BLOCK -1.11111111111,11111111111,1M,-- 57.0 10 10 10 5 3 7 7 7 4 4 6 5 5 3 4 4 ,' 4/ 11 11 11 6 4 8 8 8 4 4 7 5 6 4 4 5' 4 3 ed -1/4 ITW TAPLON W/ 1 -1/4- MW. EMBDME / - _ - 73.0 7 7/77 4 §..5 Q3 324 "'4„'PB B�8 5 6 3®W'5. "30 Srya 32 105.0 5 �1% 4 "CI' 4 //. %//.//. 4 " "_ ____ /3 /�E 5 " 3.' 5 E./AIrd 170.0 4 / / /%% 4 % %% %I % %J // 4 % / / %%FZIA %%AI% 5 %S 5 CO 5 MOUE 10 10 * q§ tw /7/8 EEMBEDMENTN STEEL MACSHWE SCREW 7 4 4 73.0 10 10 10 4 3 3 3,5 6, ,, 4641 /0I/ 12 12 12 7 4 9 5 5 3 8 3 3 4 7 t7/ %iifA 105.0 7 3 3 3' 5 "'�� 5 %'R' 5 Wale 8 4 4 5 3 7 AMR§ 7 Oa' 4' 7,rd 4' 170.0 5 / //' 5 „" 5 /"' 5 " "�/'��' �' 7 „ 4' 7 " 4' 57.0 9 9. 12 6 g 6 6 6� 4 A 4 o��� 10 10 10 7 4 7 7 7 5 9 6 S �e 4 9� 3 AO B - } 1/4.6 POWERS NAIL EMBEDMENT 73.0 7 7 7 4' 5 3'jo� 4 Wale 4 ��' 8 8 8 5 3�I6 3 3 4 id 5' /'�©ei�" 3' 105.0 5 //'�,' 4 "C;' 4 „C' 4'I� "EMIViKPOPA.IO 4 //.'/I.�3 4 NO -3' 770.0 4 / /w /'�'gra 4 WAWA 4 Eir'/E�//ir�,Ciird 4 r�ii'I�1�N. 12 12 6 �a1 4 1/4.6 ELM MALE/ FEMALE 1-1/6 MIN. EMBEDMENT/ SCREW II 45.0 12 12 12 9 5 12 12 12 6 11 11 11 8 3 12 12 12 10 6 12 12 12 7 12 57.0 12 12 12 7 4 10 10 10 5 9 7 B / 6 pp 3 4 12 12 12 8 5 10 10 10 S 9 7 8 5 3 73.011 11 11 5 3 8 4 4 3 7 3 3 6 3 12 72 12 6 4 8 4 4 4 7 3 3 4 J 3 105.0 8 4 4 3' 6 OZWS 6 "o' 6 " 3' ��' PAIE 1' 6 " 3' 6 NZ M 170.0 6 //m° 6 �J 3 i 6 3 AM 6 Nana r/�aa�Ar 6 �' 3 6 WO 3 i •�� � "O :� ` `` - �x iV CE F c w W/ 1-114• "MBE 45.0 12 12 12 10 5 11 11 11 7 4 10 6 % 12 12 12 12 7 12 12 12 9 5 12 12 12 8 8 �� 57.0 12 12 12 8 4 9 9 9 5 8 Al 5 �/ 12 12, 12 10 5 17 11 11 7 4 10 8 9 6 7 73.0 10 10 10 6 3 7 4 3 jI 4I4 /3 6 3 /�/[7/fi412 12 12 7 4 8 5 4 5 3 7 3 3 4 4 7 105.0 7 3 3 4' 5 " 3 ' 5 " 3' 5 " 3' 8 4 4 5 3 7'leyl 7 ON 4' 7 exam 170.0 5 /�M 5 r2 3 1 5 �� 3 Zle�MINt/ / /�1/41EIMAINE 7 MD. 4 a 7 `IONS _ 45.0 12 12 12 10 5 11 11 11 7 7 10 10 10 6 7 9 4 '9 12 12 12 12 7 12 12 12 9 5 12 12 12 8 8 57.0 12 12 12 8 4 9 9 9. 5 B 6 7 5 p 5 3 12 12 12 10 5 11 11 11 7 4 10 8 9 6 7 4 �0 1/4.6 ELCD CRETE Ft* EMBDMENTN ` 73.0 10 10 10 6 3 7 4 3 6 4 A 3' 5 // . 3/ 12 12 12 7 4 8 5 4 5 3 7 3 3 4 7 4 105.0 7 3 3 4 6 5 02 n ©' S" 3' S" 3 et a 44 4 5 3 7 L����7'a� 4 w 7 an 4 a 170.0 5 /�WA 5 K2 r4 5 NM 3 Z 5 OPAIO /.i/ /��a��eY%/D 4 VA 7 rg ©Wo ANCHOR NOTES: SHOWN p 1. SAU.OWABOE LOADS SH SANS FOR SR PECIRETCLOADS MUANCHOR IIMITEED TO ONLY SHOWN 731 TABLE 1, PAGE S. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELE51 DESIGN LOAD GREATER THAN OFt 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 EppDDGE DISTANCE EXCLUDES ppWALL FINISH OR STUCCO, 6. EMBERS NOT VERIFY FASTEENG TO ARE ISEAC ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7 SHALL LAG i LOCATED INACENT R ONARROW INAL CE 04" !MIN) FRAMING FASTENER " "SOUTHERN PANE" ACCEPTABLE RR GREATER DENSITY. LAG SCCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM 09 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. % 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 SECTIONOD ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" D.C. 12. FOR BUILD -OUT MOUNT SECTION °ANCHOR SPACING SHALL NOT EXCEED ••AI • • • • • •••• • • • •• • • •••• • - • •••• • •• • • • •••• • • ••• • • ••••. ••• • • • • • •• •• •• • • • • • • -• • • • •• • • • • •• • • •••• •••• • • • ••• •. PRODUCT REVISER es eomppying wIth Mo naflda Batdleg Code �p EcpiadoaDetel #R'2"Ff- -"08 B gniuMCoDtrol tfttelen 0,05 aS 4 0 0 zi 1-! ■ Tt t • IFwrm sLLmw �HD • •• • 4 " 10/17/2002 as�ee TtD Gen IDnv y M rdr•wn Dy • '4» r? ecke M Oyj I V arbWIng rm 03 -814 Issue Date: 9/13/2006 Owner's Name: MABEL VARGAS Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/12/2007 Permit Type: Windows /Shutters Work Classification: Shutters .lob Address: 8925 4 AVE RD Avenue NE Miami Shores Village, FL Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: 1 SHUTTER ACCORDIAN Additional Information Type of Work: Additional Info: No of Openings: 1 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Re Permit Status: APPROVED Permit Number: WS -9 -06 -2279 Phone: 786- 355 -9925 1132060460280 Lot: PB: Total Square Feet: 0 Total Valuation: $ 1,000.00 uired Ins . ections Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $110.00 $3.00 $2.75 $116.55 Building Department File Copy Applicant Signature Invoice Number WS -9 -06 -26074 Total: Amt Due $116.55 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Issue Date: 9/13/2006 Owner's Name: MABEL VARGAS Permit Type: Windows /Shutters Work Classification: Shutters Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/12/2007 Job Address: 8925 4 AVE RD Avenue NE Miami Shores Village, FL Contractor(s) HOME OWNER Phone Primary Contractor Yes Comments: 1 SHUTTER ACCORDIAN Additional Information Type of Work: Additional Info: No of Openings: 1 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $110.00 $3.00 $2.75 $116.55 Parcel #: Block: Section: Re Permit Status: APPROVED Permit Number: WS -9 -06 -2279 Phone: 786- 355 -9925 1132060460280 Lot: PB: Total Square Feet: 0 Total Valuation: $ 1,000.00 uired Ins ' ections Shutter Attachment Shutter Final THIS MUST BE ON JOB AT TIME OF INSPECTION Invoice Number WS -9 -06 -26074 Total: Amt Due Amt Paid $116.55 Applicant Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. For Inspections, Call (305) 795 -2204 exts 431 & 442. Requests must be received by 3 pm for following day inspections. Obtain Certificate of Ocupancy /Completion Before Using the Building Issue Date: 9/13/2006 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/12/2007 Owner's Name: MABEL VARGAS Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 8925 4 AVE RD Avenue NE Miami Shores Village, FL Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: 1 SHUTTER ACCORDIAN Additional Information Type of Work: Additional Info: No of Openings: 1 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Permit Status: APPROVED Permit Number: WS -9 -06 -2279 Phone: 786- 355 -9925 Parcel #: 1132060460280 Block: Lot Section: PB: Total Square Feet: 0 Total Valuation: $ 1,000.00 Re • uired Ins ' ections Shutter Attachment Shutter Final Fees Due Amount CCF $0.60 Education Surcharge $0.20 Permit Fee $110.00 Scanning Fee $3.00 Technology Fee $2.75 Total: $116.55 County Copy Invoice Number WS -9 -06 -26074 Total: Amt Due $116.55 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Issue Date: 9/13/2006 Owner's Name: MABEL VARGAS Permit Type: Windows /Shutters Work Classification: Shutters Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/12/2007 Job Address: 8925 4 AVE RD Avenue NE Miami Shores Village, FL Contractor(s) HOME OWNER Phone Primary Contractor Yes Comments: 1 SHUTTER ACCORDIAN Additional Information Type of Work: Additional Info: No of Openings: 1 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $110.00 $3.00 $2.75 $116.55 Finance Copy Parcel #: Block: Section: Re Permit Status: APPROVED Permit Number: WS -9 -06 -2279 Phone: 786- 355 -9925 1132060460280 Lot PB: Total Square Feet 0 Total Valuation: $ 1,000.00 uired Ins ections Shutter Attachment Shutter Final Invoice Number WS -9 -06 -26074 Total: Amt Due $116.55 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. VILLAGE OF 1VIIA.IVII SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: q) b2,0 ADDRESS: 2S DATE: 120 Do hereby petition. the V.illage.of Miami. Shores.to actas my own contractor pursuant to the laws of the State of Florida, F.S 489.1x3(7). And Ihave read and understood the following disclosure staternedt, which entitles rile to work as my own corltr etor; I farther understand that I as the owner must appear in person to complete all a'pplieations. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself You may build or improve a one - family or two - family residence. You may also build or improve a corrtrriercial' building at a cost of $25,000.00 or less. The building must be for.your own.use andoccupaiicy. It may not be built for sale or lease:.If you sell dr lease a building you have built yourself within one year after the.conatruction is coiplete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility.to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any .person working on your building who is not licensed must work under:your supervision and must be employed by you, which rneans.thatyou most deduct F.I.C.A and with- holdings tax and • provide workers' compensation for that em'ployee,.all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zbning'regulations. Please read andinitial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as ari owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and Its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I' understand that the building official alter or give advice on how to meet minimum code. Initial and inspectors are ndt there to design, code —. only if the structure meets the Initial M: 5. I understand that as an owner - builder, that any contractor disputes with sub - con,tractors.and myself must be. handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. Initial FAer 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not .passes a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. . Initial 7. T understand that-if any.person.gets injured on my construction project —they are entitled to Wdrlcnien's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8: I-. understand that under state and local taws I can not 'do .any Electrical, Plumbing, Heating, Air & Roof work on my property with out first .obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this ' "'day of 5f p , 20 ®C Byrn() 0-■LO Vale- , 1Who was ersonall p y known to me or who has as identification. Produced there License or Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: eAz5 NE 4 poitAoriTermit No. 035 O , - Z2.1 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact Ili or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No (+) PSF () PSF ( +) PSF ( -) PSF I�� \le'S 6 x " t.�® A 51- 7- .or O , . o •••• • . • • • • •• • . •••• . • • •�.. • •••• • _ ••••• •••• • • •••• ••• • ••• • • •••• • tw-------- • . ,____,.-) • r •••••• • • • • • • •••••• • • • • ••••• •••••• • • • • • OOOOO • 8925 NE 4 AVE RD MABEL VARGAS PARK DRIVE W • FRONT VIEW iz s NEW ACCORDIAN SHUTTER 6X3 FRONT DOOR • • • •• • •••.•. • •••••• •••• • • •••... • • •• •• OOOOOO • • • • • • • • • • • • •• • F. NE 4TH AVE RD NEW • • • •• • * • •••. • •••• • • ••• . • • •• • •••• •••• •••• • • • •• • •...•. • • • •••••. • • ••.••• • • ••*•• • • •.•.• ••..•• • • • •.••.• •••••• • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Guardian Hurricane Protection Products, Inc. 7211 N.W. 79th Terrace Miami, Florida 33166 • • • •••• • • • •• •• • 122:7 • ••• • • . • • • • A'ZIAMPD.tiD£ GOLIttY, FLORIDA • • • • • • LII:11,'O -DAD FIIA41 R BUILDING 140 WEST FL'AGLER S REBT, SUM 1603 MIAMI, FLORIDA 33130 -1563 . 1 • • • • FAX (305) 375 -2908 • ••• • . . . •. •:• • •. SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 the 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 / Alaminum 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 manufacturer's 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 as an 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. Mahar, P.E. 8 /Zi /o3' NOA No 03- 0717.01 Expiration Date: 08/24/2008 Approval Date: 08/27/2003 Page 1 E 4620' } 1(.t1 - HEADER -CLG. rOMOU DSIZE - -- } 1.193" }� 1 N rll3p3• -.sk,7s2"k N I1-g-1 V (T411. 21 jt3 .326" F 640' .620" rj)HEADER-WAU. MOUNTED . SCALE. HALF SIZE 3.993" . 5-1 4 476" O 5641 : HA F 125 45° 4.078" 4.534" OTYP SLATS B SCALE: HALF SIZE 1' Ggn.DRAL NCIT9L L ES055T POEE ESSUANCE A F CCEPTC8) Y THP851ON E R THIS REPRESENT I O SYSTEM ANALYZED B MIAMI -DAqDE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING 2. PIMA` ALARALYS STSNNO IJCREASEEN ASLLOWI,ABLLETSTRE55 WAS 056013 THE 3. THESEMEOpIOCUMEN77FFS IIN ACCORNEGATIVE A (( H THE GOVERCNINUSE @DE AND REFERENCING WINO UILDING ODE 2001 A DIRRECTIONALITYL FACTOR OF ACCORDANCE :085 SHALL THE 2a BU`LD- OUTIWALLHEADERI 3 QSILL•WALL MOUNTED SCALE, HALF SIZE 4,84" + , 1.533" 1 .J 055" .500' 3.293" (7L)ADJ. SILL TOP ®ADJ. SILL-BOT, ALTERNATIVE 4 SCALE: HALF 512E 5 SCALE: HALF SIZE OSA�6SI41: BOT7 .136" .050 OFLAT END SLAT % SCALE: HALF SIZE 8116 mm I° b. Al SITEPSPECIFIC APP IL CATION OF THi5 SHUTTER SYSTEMCLUDE INFORMATION 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 81015 -23 OF THE FLORIDA ADMINISTRATIVE CODE. q p p HE Np)� DETAILED 6. ! TRRE NVEA JPMTHEN CONTRACTOR DOES DEVIATE THE EXISTI G STRIU TU E DOES OEIAIL63 1163EIN.78E8 FORM OF) MATERIAL FROM THE STRUCTURAL SUBSTRATES 7. ANY MOOIPICATIONS OR 400111085 TO THESE APPROVAL DOCUMENTS WIL1 VOID G THE 42230841, DOCUMENTS. p R p 0. BUIILDING OFFCIAL F�IAVI ELECTEONl5 02 THE FD OWING OPTIONSOCUMENTS. THE CENTER MATE 1 SCALE. HALF SIZE E E�tEpppE g pp JI N Al ANA LEETI8 T KEENS LATIOHINSA G 8 DOCUMENTS 7ITEEOAALLCOIETSUBMITTIQDH TO THET PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL 0848 RIg53 HIS1808 APPROVALS S yq q 12" MIN.-5" MAXI BIHESNECHHUEERED RROM 180 MIAMI 0A106 COCUUNRTY 28001)27 CCIOGNTTREOL DIVISHIUONR [AND ZONE ARCM:. 051,8021(105 "8?6HA 0 BE A[CEPTEDBY TMf BLURDMG OFFICIAL 1, �G ALP SIZE 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS:' 8388000380)8816458 PROTECCSOON PRODUCTS. INC. SDAS••DADE gitTh LpCTAPPROVED 10. ALL SHUTTERS 5)441.1 HAVE A LOCKING MECHANISM Al CENTER OR 507E CLOSURE WITHIN 18" F CEN ER IVERT.I. 1.061(130110611481811 SHALL BE LOCKED TO PROV HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -18 ALUMINUM ALLOY, 3..0.N. i- 12. OORP ALVANIIZEDBE STEEL 0 5052 AILUM0IN.LENSI E STRENGTH OF 60 0.5.1.. STEEL 8. N 13. TOP AND O OTTTOM DETAILS MAY SE INTERCHANGED AS PIIELD CONDITIONS REQUIRE. 14. REMOVABLE ANCHORS SUCH AIS POWERS CALK IN ANCHORS[ LOCATIONS. USE 15. 71415 S. PATENT NOES IS F'27ENTED WITH THE U.S. PATENT AND TRA0011ARK 2.373" 58 4 © CENTER MATE 2 10 SCALE, HALF SIZE STAINLESS STEEL ASSEMBLY 32 0 "0 HOLE VIETi D N L1 j I PLACE 1r-1 ' j 1 .05 1.100" 251" O' 1mZT'arP. (;":;ROLLER ASSEMBLY 12 SCALE, HALF SIZE x.472" I.D. 'I 612" O.D..4 1 �J` 1 620 "; 1.350" 1 4500" (OPT101410 .6Z\ LOCKING CUP 15 SCALE: HALF SIZE © CENTER MATE 1 (8010[1080 ROD) Ba SCALE, HALF SIZE O0 CENTER MATE 2 01/1.002110 SOD) 5641.E. HALF 512E • • • • • • •••• 09119110 • •••• • • • AX " TOP BOSOM CAMS ®BUSHINGS SCALE, FULL SIZE .211':0 ( t � = as5", .I .360 o a" ®INSE13 RT SCALE, MAO SIZE ••••• • tarmac Ind pia •• •• OQ R 14 5 ALE. H. LF•12E • • 10 50' 0 50 375" R .505" R m .315" R WALKOVER S LL LOCKING ARM ALIGNMENT ®FLOOR MOUNTED (;:;\ BUSHING (NYLON) 16 SCALE, HALF SIZE 1% SCALE: HALF SIZE INSIDE HANDLE HIM (NYLON) [ALE, HALF SIZE ••• • • • •• • •••• • • • • • • •••• TACIDLICif REVISED ascomg1giag with the glD • • • BRId1DgCmie • AcceplRD9cNtoO 1 • Espinit 6D MOO ZmaB IYHRD1i� • PmdBG Goaird Division .Kl.Nano )1ifs ...a-b. R1 IH'.3o 11 k.[ke:g fit ( Sheet 1 of 7 sheet 2 of 7) Je .0 BOTTOM TRACK LOCKING MECHANISM. CAN BE (0)o 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) TYPICAL ELEVATION N.T.S. FASTENER 24" O.C. ONAETBLE FOR ANCHOR SCHEDULE ANCHOR). MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5), DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. us= Wren Nan 04m S J.00KING PIN SCALE, 1 -1/2" • 1' -0" FASTENER @ 24" O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 1111001.0 MATT• I.VI.N, N.T.S. rrSINGLE AgRMM LOCKING �OR SIDE IOF SHUTTER. LOCK MAY BE INSTALLED ON , INSIDE OR OUTSIDE OF SHUTTER Mr t RUIN). l.W3G11 I7MIVYJ.CE N.T.S. ANGLE ARM LOCK N.T.S. 2" MI SER ES STAINLESSS5 STEEL WASHER (TYP. TOP & BOTTOM) (� '11E1111111111MW11 3/8 ". 0.D. x 0.90" LONG NYLON =LW BUSHING 0 010 x 3" SMS. MANUFACTURED FROM O610HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON (DOIS =REPLACE COATING & .460 "0 x .050" THICK 300 ANGLEARNI LOCK) SERIES STAINLESS STEEL WASHER ITV ?. TOP & BOTTOM) OPTIONAL CLOSER HANDLE SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SITE MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. N.T.S. FASTENER& 24" O.C. ANCHOR SCHEDULE E FOR ANY ACPAE ANCHOR). FASTENER 0 24" O.C. (SEE ANCHOR SCHEDULE 2" MI FOR ANY ACCEPTABLE ANCHOR). (TYP.) SINGLE ARM LOCKING OR SIDE IOF SHUTTER. LOCK-MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER TYPICAL PLAN VIEW SCALE+ 0" a 1' 0" 3/4" MIN. SfEE FASTENER SCHEDULE / %1, v2" MAX. OPTIONAL JOINT BETWEEN DRILL 5/8 "0 HOLE FROM REMOVABLE AND BOTTOM OF EXTRUSION L9 BEFORE ASSEMBLY FOR FIXED SILL TRUSS HEAD BOLT ITYP.) 1 "x1 "x1/8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS @ 6" 0.C. MANTIS, SSEPIBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION Cs CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING REMOVABLE FLOOR TRACK DETAIL, SCALE 3 "• T- 0" ITYP.) (TYP.) SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE. 3" 4" MIN. E FASTENER SCHEDUl�Erhh/2 � " MAX. 1" x 1" x 1/8" 3/16 "0 POP OONAL PLAN VIEW SCALE. 3" • i' -0" SSEMBLY JOINT BETWEEN FIXEDVSILLE AND 6 -1/2" PTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE SCHEDULE FOR MAX. SPACING fEC110N T OPTIONAL REMOVABLE FLOOR RACK.DETAIL SCALE a 3 "8 1'• 0" - - • • • 1 /. • ••• S•• • •••••• •••• • - •••• eeeeee • • •• •• ••,•••• • • • • • • EROEUCIIREVISED • • • • 14014PIYAS • • )8oM(ogC0de • AeceptaviceNo 03 -o Mi •••• • •••• lAg i Om rZ I° U tla �7 a 11 n • • • ••• •••• • ••• • •••• ••• • • - •• • •••• • B n,. outgo :M *3%, - o Divisloe VJ. KNEjE (OI• • • PROFESSMNAL as 0 • rte, 2003 • • alum 6kr• 10/17/2002 . 01• 116n•vn'by AS MD1HD 6v10nvpy ) x ekack•6 D� vM ro ne. 03 -814 • a 0 4 i SEE TABLE 2 OR DSOOR --' W W 1/2" 1/4" MAX, C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. OWALL MOUNT SECTION A SCALE: 3' • 1' -0" EXISTING CONCRETE, RMASONRY ANCHOR SCHEDULE, TEYPEE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. EXCEED 6' SPACINGT 11 CONT 11 CDNT. 1/2" ■1/2" ()CONT. 1/2 TWO 1/4 -20 MACHINE BOLTS - WI NUT OR 014 TEK SCREW @ 12" O.C. ITYP., TOP & BOTTOM) SEE TABLE 2 SEE STABLE 2 A .0 OR p DSOOR -� • 3/16 "0 POP RIVET Jj OR *12 TEK SCREW o ( 6" O.C. (TYP.) £w T> SSEMBLY W ALUM. ANGLE W/ 3/16 "0 POP RIVETS (A 8" 0.0 Cs CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING N _ [01 6" 0.C. (TYP.) 1/4" MAX. 3/16 "0 POP RIV itirC �R PTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER A CONN 1/4" CTION OFF CENTER P REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING W W SEE TABLE 2 3 -3/4" MA OCEILING/INSIDE MOUNT SECTION B SCALE: 3" - T -0" CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. OBUILD -OUT MOUNT SECTION SCALE: 3 1 -0 1 3" OR DSDOR 1/4" IN MAX. 0 TOP & BOTTOM 'I EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION TYPE @ 24" MAX. O.C. REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL 2®TYP. TOP & BOTTOM 1/4 -20 MACHINE BOLT W/ NUT 12" 0.C. (TYP., TOP & BOTTOM) ROLLER ASSEMBLY F�1 W I.: TYP. EVERY.OTHER PIN 9 WO 1/4" MAX- 9- 3/16" MAX E. rN WW r ALT. ANGLE LEG DIRECTION. \Oa REVERSED ANGLE LEG MAY X" BE FROM ONE ANGLE OR FROM if BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPA G 1/2" 11 CON1T/ 1/2" 11 CONT. EMBED. 5/8" MAX. CONT. NOTE: EE MAY BE USOEDNAT TOP. O �UIIA OUT MOUNT SECTION IA 1/2 z "V- 0.01 J -1/2 -1/2 1/2' MAX- SEE TABLE 2 3 -3/16" MAX. 2 ■ a in AI 01- yo� a J ILO X E5 Wtlt v) 1/4" MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING 5/8" MAX. °BUILD -OUT MOUNT SECTION D SCALE, 3" • T -0" 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" W !'- MINIMUM THREADED O • PENETR. "T" IN WOOD 0 QF EACH RAFTER OF TRUSS, Kt,. 24" 0.8. MAX. WHERE r0. PLATE EYOND LAST TRUSS, • • EXTEND PLATE TO NEXT • • • TRUSS • *14 SMS (0 24" 0.C. MAX. IN BETWEEN TRUSSES 3Q Or Q5, SEE TABLE 2 QW £V WN W 1/4" MAX .-r C1CONNECTION T PE SE E cHEDU FOR MAX . 5/8" MAX. OF BUILD -OUT MOUNT SECTION SCALE: 3" a 1' -0" EMBED. EXISTING CONCRETE, )4ASONRY ANCHOR SCHEDULE, TYP. 1/4" MAX. 0 CONNECTION N PE SCHEDULE FOR MAX. SPACING WOOD SOFFIT/ OUNT SECTION GALE: 3'f141544. i' -0^ •••••• •••• • •••• • • • • • •. • •••■ ••• • • • •• • •••• • l. REVISED • m • with the Mike • Balding Code • • Acceptance No 0 E1ip)v0tlon Data Q 7 9008 LW' r�ectCamlrel Di9bMa •••••• •••• • • •••• •••••• • • • •• •• •••••• • • • • • • • ••••' • f'' 10/17/2002 .. ns x0rro le"e..e -e io-.eroe0111 ;i1 ".. 6 ae 14 [sheet 3 of 71 & NUT lib 12" O.C. USE THRU BOLT OR ACCESS I0LE AS SHOWN IN DETAIL I -1/4" MAX. *L I 1.12 "1 788" I 1.88" 1712" 6, 0" t r VT ANGLE DETAIL USING CALK-IN ANCHOR SCALE ■ 3 "= 1'— 0^ ALUM. BEAM & SHUTTER SCHEDULE ESCRIPTION DESCRIPTION SPAN BEAM SPAN 2" x S" 5' -0" 9' -5" Tw =125" 8._0" 8._1" Tf = .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" 8' -0" 12' -5" Tw ..072" Tf = .224 10' -0" 11' -2" TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" Q.C. W/ 1 -1/4 MIN. EMBED. IN 3 K51 CONC. WITH 4 -1/2" MIN. EDGE DIST. DR FOUR 1/4 "0 ELM CRETE FLE 1p 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDDE DIST. IN EACH DRILL 5/16 "0 HOLE 1.00" 3.00" PLYWOOD AND STUCCO FINISH too" 5/8" MAX. (MAX. DESIGN LOAD • 72 PSF) OTOPH SUPPORT BEAM DETAIL SCALE 3' . 1' -O" NOTE: 1. USE BEAM SCHERULE FOR DETAILS 1I((-- AND J . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM QOF SUPPORT TO C OF SUPPORT. SEE TABLE 2 Tw ACCES HOLE STRSITCTURE 3/16 "0 POP RIVET OR 012 TEK SCREW 6" 0.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -2�y0 5.0. MACHINE SCREW & ACCESS2HOLE IN BOTOTOM 1"0 OF SHOWN IN DETAILRQ( BOLT AS ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE . 3 "■ 1'- 0" SEE TABLE 2 MAX. SHUTTER 60 3Te 2LUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD • 72 PSP) Oj BOTTOM SUPPORT BEAM DETAIL, 1/2" 1/4" MAX.. 1/4 -20 5.S, MACHINE SCREW & NUT CB 12" 0.C. PROVIDE 1"0 ACCESS HOLE @ BACK SIDE FOR FASTENING TWO 1/4"0 S.S. LAG SCREW (0�) IN CENTE MAX. STUDS /4" PENTR. 1 "x3 "x1 /8 "OR 1" x 4" x 1/8" 6063 -16 ALUM. TUBE (MAX. DESIGN LOAD °72 PSF) OWAIT MOUAD' SECTION - USING ALUM. TUBE I SCALE. 3" .1.-0" EXISTING CONCRETE, MASONRY ANCHOR SCHEDULE RTYP. E Q. EQ SEE TABLE 2 6R OOOR 5/8" MAX. M omm REF E ENCOE�ANCHOR L 3LLmmo SCHEDULE FOR MAX. rQ • SPACING Q/� I V rLL -1/4" aF MAX. 0 aw •••• , ° J • WWNQ •••••• ;�' VJ. KN62E>71G1� • • 3/16 "0 EK SRIVET • • • • • io �o OR ti 12 TEK SCREW Z au=.x. 03• ASSEMBLY • ii /}**�p�. }, "A: •••• m i _ 3/18 "0 •iT.•P.) T 'V4" ••••• q , G4IECCCEI'IONCHOR �0 6„ �.• • • • MAX.. • �i C7 Rt I SCHEDULE FOR MAX. • • • • I m • STUCCOQFFIINISH 5 /8" MAX. t1/2" 1/4 PACING _ yt /2 • • • • MAX. • • OPTIONAL LOCATION ��- .��u�o' +� �i • c5 WNNEC170N TYPE REFERENCE ANCHOR •••• SCHEDULE FOR MAX. • SPACING .......R ---- -• .. • •••• •••• PRODUCE REVISED • • • sts toroplytig with We Flo** • BahRttECede 0 .0� Dye G:/ Zoo • •• DGE DI • • • FOR WOOD CR ATE USE 1/4 "0 `L JSCALE: 3- e�i. -oC • • LA EW W/ 1-3/4 PENETRATION INTO WOOD PLATE @ 12" O.C. (T�W01/4 "0 S.S. LAG SCREW PENETRATION N ENTER OF STUDS W000 PLATE (MAX. DESIGN LOAD = 72 PSF) OWAALL MOUNT SECTION - USING 2° x 6° RT. WOOD PLATE • • • • )° ° 10/11/2002 611 wFp n 4 I Sheet 4 of 7 e• +s 10/17/20021 ` -1 "x1 "x.055 "I1 "x2 "x.055" 2" x 3" x .055' • 2" x 4" x .055" 7 OR 2" x 5" x .125" AL. ANGLE ®ALTECLOSURE DETAIL MI FASTENER 24" O.C. (USE ANY SCHEDULE)N 3110 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @1 18" O.C. 1" x 1" x .055" • 1" x 2" x .055 "• 2" x 3" x .055'' • 2" x 4" x .0t5" OR 2" x 5" x .125" AL. ANGL OALT.CLOSURE DETAIL 1^ x 2" x 1/8" ALUM. ANGLE 3 810 TEK SCREWS OR 3- 3/16 "0 ALUM POP RIVETS ITYP.) 2 "x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY 810 TEK SCREW OR 3/16 "0 ALUM. POP RIVET ® 24" O.C. (TYP.) TWO 1/4 "0 FASTENERS 9a EACH FOR ANY ACCEPTABLE ANCHOR) NOTE: • • ETHER CONDITION MAY BE TYPICAL FOR EITHER SIDE P OCORNER CLOSURE DETAIL SCALE. 3" • T-D" 2 "x2 "x.125" ALUM. ANGLE CONT. 1/4 20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @1 EXISTING STRUCTURE HALF OF 8 USE MAL OR FEMALE AS REQUIRED ()ALT. CORNER CLOSURE DETAIL Q SCALE. 3" • +' -0" n .v JJ • 1 i 1C - 14 - 1 15 - / 38.0 13- 1 11 -0 13 -1 11 -2 40.0 12- 11 10 -8 12 -5 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 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8. 66.8 10 -II 8 - -3 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5. 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 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- 7 140.0 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 0.062" THICK RECESSED SILL 3105 -1432 OR 6063 -T(5 ALUM. CONCRETES" BELOW ) 1 -1/4" ()ALTERNATE R SCALES 1" • r -o• 1/4" MAX. XISTING STRUCTURE MIN. 3,000 PSI CONCRETE ONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE 30.0 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 -1/8 13 - 1 3 -3/4 2 -3/4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 40.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 5 - 0 2 -7 /8 1 -1/2 7 - 0 2 -7/8 1 -5/8 50.0 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 • 7 - 0 2 -7/8 1 -5/8 60.0 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 70.0 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 5- 0 2 -7/8 • • 1-0• 7 - 0 2 -7/8 •11•3/4• 80.0 8 -0 2 -7/8 ••L2/•B• 11 - 0 3 -1/8 340/8 12- 1 4 ••w,..•• 5 - 0 2 -7/8 • • •-•1.2 7 -0 2 -7/8 •41330' 90.0 8 - 0 2 -7/8 _ 2 11 - 0 3 -3/8 •r3• /g 11 - 6 3 -7/8 • • •y 5 - 0 2 -7/8 • • •'slit 7. -0 2 -7/8 • 113/4 • 100.0 8 -0 2 -7/8. 2 • 9 -0 3 4' a! /4 10 -3 3 •• 3• Oi 1-a I° • ••••1 •••• • VJ. KNE'�ELiiFI� •• stotemotteL • • • a teen. ms • • • •••• ••• • • • •• • •••• • • •••• •••• • • • PRODUCT REVISE. • • as complying with the pkrhia � � 03 -0 • 0/ 0:).!>r! 8 Miami 6 Dam DIv61on Nodal Control *sign by nc er•..nay xcn rr�.w.a er1 l M er..,vw 03 -814 sheet 5 of 7 1) C1 C2 C3 C4 C5 Cl C2 53 C4 C5 51 52 53 54 55 51 t2 53 C4 CS C1 52 C3 C4CS C1 C2 C3 C4 CS C1 C2 C3 54 C5 C1 52 C3 C4 CS L+N LOy Z :md9llll11111191111!IPJom.... 1/4`m ITW TAPCON W/ t -v4• MO6 EMBEDMENT 45.0 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 5 11 6 6 6 3 57.0 12. 12 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 4 j 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 170.0 12 5 4 3/ 12 5 4 3 // 12 5 4 3/ 12 5 4 3 J 05 0 10 5 5 5 3 8 3 / 4 j 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 8 3/ 4 8 3/ 4 8 3/ 4/ 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 (MOL 3,100 P3.L mom) * till jI 1/4^0 POWERS CALK -IN we 7/8^ EMBEDMENT & 1/4 -20 STAINLESS 57551 MACHNE SCREW 0,16%3,0000.51 coma* 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12 12 12 10 12 12 72 12 9 12 11 11 9 6 57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 3 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 3 12 5 4 4 3 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 3 12 5 4 4 3 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 3 12 5 4 4 3 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 -j 45.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 4 4 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 3 6 j 3 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 /%/ -4 j � 1 /4•m POWERS 2AMAC NAIL-IN IN. BE 7-ve^ �O$117 73.0 11 11 11 6 3 8 4 4 4 " 7 3 3 4 / 6 3 12 12 12 7 4 9 5 55 55 33 88 3 3 4/ 7 i 105.0 8 4 4/ 4�/�6 / �I�/A'IMI_� / � � /�I/�I/A�AW.IV / �4. / 170.0 6 /./�i / /��/ /�I�Z. //�/ /�/jir// I �iI/iYI �/ �/ VA �/�� FOAEF . 4 _ * i "� " " " " " ° " " "` 1/4 -0 CLEO MALE/ FEMALE •PANELMATE^ W/ 1 -1/4 MM. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT OAR4.14500N,LCONCEETq 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 8 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 85 57.0 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- 6 12 4 4 7 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 4 12 4 4 7 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 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 ilmnu,,emnmmima- imemuoim7mam- At-, EL[N00ETE %IRON NAQ 7AI•CoN / we 1 -5/4° EMBED ( 6 9 N . 5 , 5 3 0 P&L C O N C R E T E ) 45.0 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 12 10 10 9 6 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 12 6 -5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5- 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4* 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 1 1 0 . 0 1 2 4 4 6 3 1 2 4 4 6 3 1 2 4 4 6 3 1 2 4 4 6 3 1 2 6 3 1 4 1 2 5 5 7 4 1 2 6 5 7 4 1 2 0 5 7 4 45.0 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 12 10 10 9 6 t/a`WELCp C{(,EtEE1PLEX Eh7BE3 �MENT OIL 5,850P.3.L CONCg61U 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 - 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 '7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 124 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4- 12 6 5 7 4 12 6 5 7 4 170.0 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 12 6 S 7 4 ANCHOR SCHEDULE - FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS L ANCHOR TYPE - LOAD IWI P.S.F. MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' -B" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13•_7•• (SEE NOTE 1) CONNECTION (SEE 51 C2 NOTE C3 TYPE 3) C4ICS CONNECTION C1 SEE NOTE 52 53 TYPE 3) C4 55 CONNECTION 51 SEE 52 NOTE -C3 TYPE 3) C4 C5 CONNECTION SEE 51 52 TYPE NOTE 3) C3 C4 C5 G INNII.1111Nll111111111iN6+.111. 1/4 ^0 WOOD LAG W/ PENETRATION THREAD PARALLEL OR PERP. TO WOOD GRAM 45.0 12 12 12 9 7 12 12 12 6 5 12 12' 12 5 4 72 9 9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 // l� 3 / 3/ 12 12 12 5 4 12 9 9 3 3 12 6 6 '3 / 12 5 4 105.0 12 9 8 3 3 12 5 4 3 %// 12 5 4 3/ 12 5 4 170.0 12 5 4 3/ 12 5 4 3 // 12 5 4 3/ 12 5 4 3 SEE PAGE 7 FOR ANCHOR NOTES • m 85 O m 0. ANCHOR NOTES: �yy�� rpp p 1. SP SABLE STORM SHHURER SPAANSSFFOR SPEOPIPIC WADS MUANCHOR LIMITED TO SSE SHOWN IN TABLE t PAGE 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL EQUAL TO NEGATIVEDGE E5IDISTANCE. N AD OSELECT TER AND SELECT GREATER THAN OR EQUAL TO SHUTTER SCpPAN. p EXISTING STRUCTURE SCHEDULE APPROPR ATERCONN ANCHOR TYPE SEEOMO MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM E�MgpBEDMENT AND EDGE g DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. EMBERS NOT PLYWOOD FASTENING 10 ARE (WOOD ISEAC EPTABLE ONLY F R 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 ^SOU P5 PAN HEAD OR 55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE HEA 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BAS§ ANCtIOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEA (SID WALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED B -1/2" 0.C. 12. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 6" O.C. • • •• • •• • •••••• • •••••• •••• • • •••• •••••• • • •• •• • 0 o Iu •••• Q •••• waviateiro rmrvssmav . __ •• • •••• • •••• ••• • • • •• OOOOOO • • • • • • • • • ••• •••• • •• • PRODUCT REYL9V/•• • • • as complying withthe •. A eeNo0 0 Esp�� Date 08 D Olvis)oD. e.+. 10/17/2002 xoTeO nCR frh....c 01 I, VAC) erevMO 03 -814 I sheet 7 of 7 1 1) Cl C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 .C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 1 1 1 " :: � d 1 1 1 1 1 1 1 1 1 1 1 1 1 i i i ; 1 i 1 4 0 1 1 6 6 1 4 > 3 5 7 . ° 1 ° 1 ° 1 0 5 3 7 7 7 4 4 6 5 5 3 A ' A „,,N„ 11 11 11 6 4 8 8 8 4 47564 I S 4 4 3 1/4'0 MIN. EMBEDMENT W/ .4/4' TW TAPCON N 73.0 7 7 7 4' 5 3 3 3pp' 4 P"i 4 "'rd B 8 8 5 3 6 3 ®I' 5" 3 5".. 3' 105.0 S �'�'CI,' 4 ; "' 4 ";' �Au'�' 5 " 3' 5 ,/�' 170.0 4 ///,GiWOZd 4 �CJ/� 4 „rd WI W/��%iiNi 5 el 3''A 5 MN 3 a 7 ple ��I-� p * 61711 p �V""`` f1 1/4.0 / 7/8" E EMBEDMENT & 1/4-20 STAINLESS STEEL MACHINE SCREW 57.0 12 12 12 6 4 9 9 9 4 A 8 3 5 'Flipp 12 12 12 9 -5 11 11 11 6 4 10 8 9 5 73.0 10 10 10 4 3 7 4 3 3/, 6 A` 3/ 5 / 12 12 12 7 4 9 5 4 5 3- 8 3 3 4 A 7 105.0 7 3 3 3 S%S iII'�// 5 21,wom 5 n'e'rd 8 4 4 5 3 7 ritrO7fil 7 OVA 4' 7 Ma 4 170.0 5 /'W"" 5, "'n 5 " "FY//A�"M' 7 '„ 4' 7 A " 4.' 3 Fo 57.0 9 9 9 6 3 6 6 6 A 6 4 5 3 4 4 se�I. 10 10 10 7 4 7 9 6 5 6 4 4 O (. - 1/4'm POWERS NAn- IN Wil -ue- MIN. EMBEDMENT 73.0 7 7 7 4 �� 5�33 4 ammo 4,��/�21.2 8 8 8 5 3 6 3p 33 4 re 5 ;/�AIFS 4 �V A 3' 3 W 10SA 5 �Alral M.��irarA 4 �MOZ 4 I/.'�IEN�ACi,I/.iiN ©WA 3 GI 4 MO 170.0 4 / %'�'S, 4'r 4 MV/ r X�1�7 4 EN 3 I ra 3 M * .,�,.,i�y�,,.,.,,,, "- ,,.�,,,. 1f4-9 ELCO MALE/ F 1-1 /4 IS. 8M MATE W/ 1-1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WRH NUT 45.0 12 12 12 9 5 12 12 12 6 11 11 11 5 3 ; 12 12 12 10 6 12 12 12 7 12 12 12 6 8 / 57.0 12 12 12 7 4 10 10 10 5 9 7 6 4 9 - pi 73.0 11 11 11 5 3 8 4 4 3 A 7 3 3 3/ . , 3 12 12 12 6 4 8 4 4 4 7 3 3 4 6/ ,/ 105.0 8 4 4 3 '�' 3 ' 6 onus _ " 3 r '_��' r 6 �' 3 9 PA 6 Fog " I 3 3' rd 170.0 6 / /�r'twT 3' 6'� 3' 6 ,�wi,� /��Iovi' 6 o' 3' ♦ 6 =l. '' 0 "" - H 1HX� ET TA HF 45.0 12 12 12 10 S 11 11 17 10 8 7 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 8 ppro L'5 57.0 12. 12 12 8 4. 9 9 9 3 8 AA 5 5 4 OA 3 12 12 12 10 5 11 11 11 7 4 10 8 9 6 7 7 73.0 10 10 10 6 3 7 4 6 3 5 3/ 12 12 12 7 4 8 5 4 5 3 7 3 3 4 A 170.0 5 �IIMi'i//E 3 VA 5 a�I 3 >/�Y/ii•.t//�I`��g �a 7 EM 4 2 7 EMU 45.0 12 12 12 10 5 11 11 11 7 10 6 T 4 12 / 12 12 12 7 12 12 12 9 5 12 12 12 8 6 57.0 12 12 12 B 4 9 9 95 B 5 S 3 12 12 12 10 5 11 11 11 7 4 10 8 9 6 4 A 7 7 4 opp / 4 4 1/4.9 0600 CRETE FLER W /1- 1OMENT / 1-1 4EN 73.0 10 10 10 6 3 7 4 3 4 4 6 / A 4���p3" 5 0� . 3/ 12 12 12 7 4 8 5 4 5 3 7 3 3 105.0 7 3 3 4 ar�i�a�I'©�'�� 5 "©' S �' 3'' 8' 4 4 5 3 7'�' 7'� 4 P 1 Egg " 4 rA 170.0 5 /�rItrA%IBSi'I'S E.%I 3'A 5'4JliMT/7 /iiVA E IWM ISI 7 „ -4' 7 ANCHOR NOTES: �yy�� rpp p 1. SP SABLE STORM SHHURER SPAANSSFFOR SPEOPIPIC WADS MUANCHOR LIMITED TO SSE SHOWN IN TABLE t PAGE 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL EQUAL TO NEGATIVEDGE E5IDISTANCE. N AD OSELECT TER AND SELECT GREATER THAN OR EQUAL TO SHUTTER SCpPAN. p EXISTING STRUCTURE SCHEDULE APPROPR ATERCONN ANCHOR TYPE SEEOMO MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM E�MgpBEDMENT AND EDGE g DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. EMBERS NOT PLYWOOD FASTENING 10 ARE (WOOD ISEAC EPTABLE ONLY F R 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 ^SOU P5 PAN HEAD OR 55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE HEA 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BAS§ ANCtIOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEA (SID WALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED B -1/2" 0.C. 12. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 6" O.C. • • •• • •• • •••••• • •••••• •••• • • •••• •••••• • • •• •• • 0 o Iu •••• Q •••• waviateiro rmrvssmav . __ •• • •••• • •••• ••• • • • •• OOOOOO • • • • • • • • • ••• •••• • •• • PRODUCT REYL9V/•• • • • as complying withthe •. A eeNo0 0 Esp�� Date 08 D Olvis)oD. e.+. 10/17/2002 xoTeO nCR frh....c 01 I, VAC) erevMO 03 -814 I sheet 7 of 7 1