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857 NE 97 St (3)"MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 nspection Request � Date //an � < 'bb Type Insp'n t^ i ✓t19 1 J k,frS Permit No. SP 05' tga<1 a 3P. Name O e- ire, c ib Address q 1 s±- Company Phone # 3c t'3 3 Inspection Date 'Y /D6 /OS Approved Re-Insp'n Fee - -- V b -4 `C', �►:_s I t vir r e„.., Lei -- ���� 1 r U9 f)1 p(e c cip rg,„ .1� i ✓t MIAMI SHORES VILLAGE 0; rtes BUILDING DEPARTMENT Q 305- 795 -2204 �p A Building Inspection Request �0 Date / ��— ° Type Insp'n 0--1(1-1- Qua u, (4. l 4 (- Permit No. Phone # Correction Name 6 ✓� / Address A S7 " E 9 7 Company (3 Inspection Date ` Re- Insp'n Fee ❑ )7' /z , , BUILDING I'ERMVHT APPLICATION NW, 2001 Permit 'Type (circle): I3uiltling� Electrical Plumbing Mechanical Roofing Owner's Name (Fee SioipleTil.leholder)fJArt( c'(Ark.; / t «r/ Phone# (30.0 Owner's Address 5 /A- /7 /t54r-PQ-}" City j ___ < S Slate 'Tenant /Lessee Name .lob Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES C'ontractor's Address PO (2o ; 3 0 1-2-- Ci I t' 1 6 .10 i 5)(10,r -es Contractor's Company Name OHaulier .J) (mac h Stale Certificate or Registration No. e ®z2 76, 2' Certificate of Competency No Architcc( /Engineer's Name (if applicable) - - -�� $ Value of 1Vork For this Permit 3'bc Type of Work: UAddition ❑Alterat.ion ❑New ❑ Repair /Replace ❑ Demolition Describe Work: t) 61.4 7 /O, , cj41 Submittal Fee $ .(� Permit Fee 5 Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Radon 5 1 1 Al %/VA -11J1. N 1 V11 !/AJ I 1 J1 �.{.{±�I..J - -T uilding Department ' ? 1 -`' --16 050.14. E '2ud Avenue, Miami Shores, Florida 33138 Tel: 305) 795.2204 Fax: (305) 756.8972 Slate 2Z )-- ([2:i - �z� z_ Training /Education Fee 5 `� 5 .9.... ... * * * * **„ *fees * * *,,,,, . * * * * * * * * * * * * * ** ( /UC g S47 County Miami -D NO Zoning Structural Plan Review. $ Permit No. 6P05 ° a Master Permit: No. Zip 330, Phone # 7 I3/ Phone I/ +� ( Sow 91 Zip — 3.'3) 3 iv Phone if Square Footage Of Work: zebP - CC .F $ �l � co /cc "-- Technology Fee $ 7 r Bond $ • Bonding Company's Name (if applicable) Bonding Company's Address City late Zip Mortgage bender's Name (if applicable) l �� � f,L f ' - c,-) Mortgage Lender's Address P O ' b� / P City State lU Application is hereby made to obtain a pelinit to do the work and installations as indicated. 1 certify lhal no work or inslallalion has cgmmenced prior to the issuance of a permit and that all work will be performed to n►eet the standards of all laws regulating construclion in This jurisdiction. 1 understand that a separate permit must be secured for ELECTRJCAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in Compliance with all applicable laws regulating constn►ciion and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORi) A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAVING TWICE FOR fMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENI) TO OBTAIN FINANCING, CONSULT WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Nolice to Applicartl: As a condilion 10 lire 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 conunencement and construction lien law brocluire will be clelivered to the person whose property is subject to altachnrent. . /llso, a cerli/ied copy of the recorclecl notice o cornmencemenl musl be posted al the job rile /irr the jirsl inspection whic. /r occurs seven (7) clays after the building permit is i. d. In the abser ='of such posted notice, lire inspection will not be approved and a reinspection fee will be charged. Signa1ti l& 2 L The foreg day ** Chc 05/13/03 Owner or Agent ng instrument was acknowledged before me this 1� 9PFQF FIOQ'� 20 NOTAR .BLIQ: Si P1n My Com nission Expires: y who is personally known to me or wh APPLIJA I IUN AI'1'kOVt u b; As idenlificalion.and 'ho did take an oath. * * * * * * * * * * * * * * *k * * * * * * *, * * ** ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HEIDI VARRI MARCHIONNE MY COMMISSION # DD 079344 Bonded Thru Budget Notary Services Signatur 1 Zip2 '7 � - — / -( Conlraclor The foregoing instrument was acknowledged before o le this/7 4/ Lc) ZG f r'JL I� ✓J day of Z , 20o( by I►as produced -1� who is personaFly known to m4' who ►as produce f f as identification and who did lake an oath. NOTARY PUBLIC: Sign: * * * * ** * * * * * * * * ** * ***** * * * * * ** ** 6t Print:��d/��� My Co►nmission Expires: / ' ° ,� ** DEBOPM dEJ4 PQsSfER* MY COMMISSION # DD 356562 ijJ EXPIRES: December 10, 2008 1;•' Bonded mw NotaryPubucOndenwrf�ere Zoning * * * * * * * * * * ** �! 2- i /o5 Plans Exau►iner Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.I1 32 o -0 ? 3-0 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. 5. Surety: (Payment bond required by owner from contractoS Name and address: Amount of bond $ 6. Lender's name and address: Notary Pufli Print Notary' iviv 111111111111111111111111111111111111111111111 CFN 201173R132 76773 OR Bk 23188 P9 3533 (fps) RECORDED 03/22/2005 110:06 :02 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: F5 7 Ale 9 7 fl '5}r'e e-f - ri,m." %del FL - 3 3 /3G (I .)0116 ,► - b,.. SAor -tj SOL 3 Pry /0 37 ( .) Lk Cr) Cr- 732 (;..)c- 'b. 0-r L , - -- / c i ) (.)t 10 CO tot st u 7s . vva 2. Description of improvement: I --1)rr c 6 Cr? p A '. 1,s -rp,.- /1 e." 3. Owner(s) name and address: th , dr 0 f ., L-' t - es-7 ttJ? 1--i 4 s . roc,,,,,,- s ),-,r-e s I~'1 33 /3; Interest in property: Name and address of fee simple titleholder: Z .P. 4. Contractor's name and address: 3 e.. co) s 64)0 G lU: X goe it Li /76 0 /l7,e / d s 7 3..4' . +l I CI;Yr l. •/ (. 3 BY 7. Persons within the state of Florida designated by Owner upon w om no provided by Section 713.13(1)(a)7., Flo - a utes, Name and address: 8. In addition to himself, Owners design a following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florid -,9t tutes. Name and address;/ 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) J dl,.�,�J 0 h L! Cwt f cP2r be7 y Signature of Owner ✓ Print Owner's Name/ !3 Jrt.t.,) Or ^ el m2 L/I 6 ( 1 (0' - . repared by zoixe (5,e 4), Sworn to and subscribed before and this !.._ day df✓ %f , 20 issior HEIDI VARRI MARCHIONNE * MY COMMISSION # DD 079344 EXPIRES: December 17, 2005 'FO Fco Bonded Thai Budget Notary Services AlZeib ar;'/Le— PD!)F FLORIDA COLt;T' 07 (i DE HEREBY - , 477!YThai .,,• �., e vas/ Nod i t i i 17 !C;'S mg11cn;r V „ c rtUVIN, CLERK, �,��I�'���d► • - ma >'es Adc ss 41 L) , wYl c.� Florida Storm Panels Sincerely, 14475 N.W. 26 Avenue • Opa-locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the .060 Aluminum panels under renewal number 02- 0826.06. (Previous number 02- 0531.05) This letter authorizes a C ��� rz'p&- ; J ' bb2r° to use our .060 Aluminum Panels under number 02- 0826.06 to be used at the following job: Victor V. Cruz Enrique Revilla President or Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. C 2s4/37 ?) 3773 cr- M 'J C KINCO WINDOWS Ltd Job: e s 7 /4G '7sr Date: 7q ,( 3 #4°T W 6i) 3 7x37 cReri- iwcn / 74X 64 7'/X 4 Aend 32)r4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N. W. 26 Avenue Opa Locka, Florida 33054 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER 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: 0.060" Aluminum Storm Panels Shutter APPROVAL DOCUMENT:. Drawing No. 99 -230, titled " 0.060" Aluminum Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated May 23, 2002, bearing the Miami -Dade County Product Control Renewal 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 panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", 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 renews NOA # 02- 0531.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02 -0826.06 Expiration Date: 08/26/2007 +/ Approval Date: 09/19/2002 Page 1 E O f0 0 d' O 0 0 csi O N 7 N N CT v O Ir) (.1 Cn a a O r1 N I i E 0 N 0 0r OI 0 O 0 0 GENERAL NOTES: 05/23/02 10:46 5.00" i t 1.50" PRODUCT MARKING LOCATION 5.00" PRODUCT MARKING IOPTIONAI LOCATION) 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY ZONE (HVHZ) OF THE PRODUCT CONTROL CODE. FOR THE HIGH VELOCITY HURRICANE 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROV DOCUMENTS,A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE 3. DETERMINE THE POSITIVE ANO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS IN ARE GENERIC SHUTTER DO NOT INFORMATION SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61615 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR GOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. AN E APPROVAL N SOR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID 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 JUSTIFY LICENSED EITION� DOCUMENTS LL ITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. 8) 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 "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. STORM PANELS SHALL BE 3003 -H14 ALUMINUM ALLOY, 0.060" THICK, WITH A MIN. Fy. (BEFORE ROLLING) OF 21 KSI. • 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: • FLORIDA STORM PANELS INC. OPA LOCKA, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD•CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS Wj DI C AST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION V & ). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2 0.0.7777 AT MIDSPAN W/ 1/4 -20 x 1" MACHINE BOLTS WITH DIE �p ST LUMINUM WASHEREb WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS OOR FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REEEEEEQUIR D. 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING PRODUCT RENEWED as complying with the Florida Raiding Code Acceptance No . - 0 •0 6 Expit.dea Date 0 7�1. • By Mind Division USE 1" x r x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 & TYPICAL ELEVATIONS ITYP.) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING Control 07 0 N N 13 OVERLAP FASTENERS TYP. (SEE NOTE M 14 (5� 16 GAGE GALV. STEEL NGLE CLOSURE PIECE: PIECE: 1" x 2" MIN. TO 2" x 5" MAX. • FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) .125" . 6063 -T6 ALUMINUM 5" MAX. ' f 5a ANGLE SCALE : 3" =.1' -0" 16 GAGE GALV. STEEL 2 ", 3 ", 4" OR 5" 1 . ANGLE O SCALE : 3" = 1' -0" 1 0 W J = zZ NJ GALV. STEEL GRADE 50 OR ALUM: _1 W ZQ as a X o r E 'I o W w N = MIN..005` KEYHOLE WASHER SCALE : HALF SIZE t____11.00- 1 1 r• ° 16 GA. 14 STEEL TUBE SCALE : 3" = 1' -0" 1/4 20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS @ 12 -1/2 O.C. ITYPI 1/4" MAX. EXIST NG CONCRETE. HOLLOW BLOCK OR WOOD FRAMING 15 l ANGLE O SCALE : 3" = 1' -0" {093" TYP. 1/4" S.S. STUD @ 6 -1/4" 0.C. 1.50" STUDDED ANGLE SCALE : 3" = 1' -0" PLAN VIEW .SCALE: 1 -1/2" = 1' -0" 1 12.50" COVERAGE 14.50" STORM PANEL SCALE 3" .093" TYP. 1.50" WIDTH UNLIMITED IPERP. TO PANEL SPAN) SECTION - BOTTOM MOUNT 00 OR DIRECT • TYPICAL ELEVATION (SYSTEM 1) MOUNT' OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS OR DIRECT MOUNTS WITH ANCHORS @ 6-1/4" 0.C. OR 12 -1/2" O.C. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. OR 12 -1/2" O.C. O USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 & TYPICAL ELEVATIONS (TYP.) •0 '0 .188" "F" TRACK SCALE : HALF SIZE WINGNUT 1 SCALE : HALF SIZE TOP MOUNT COO p4 OR DIRECT MOUNT PLAN VIEW 1" x 1" TUBE, MAY BE USED WHERE REDUCED SEPARATION FROM GLASS I5 REQUIRED. SEE 1 -3/4" OVERLAP MIN. 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE X a 0 O "h" HEADER SCALE : 3" = 1' -0" 1 1.00 "I 1 0 STANDARD CHANNEL SCALE : HALF SIZE W D I o iZ UW N tau J J ZZ 44 as SEPARATION FROM GLASS . E X SCHEDULE. SHEET 3. ANO Q PLAN VIEW & NOTE 14 SHEET 10 E • In O: -O VERLAP FASTENERS ISEE PLAN VIEW L NOTE 14) W O to N a 4 r cr cc 0 N 0 i O Q v r i 1/4" MAX. 1 2" MIN. 3.500" OPTIONAL LEG DIRECTION FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 1 .250' l I 1.813 1.987" "h" HEADER 16 GAGE GALV. STEEL GRADE SO WIDTH UNLIMITED SCALE : 3" = 1' -0" (PERP. TO PANEL SPAN) r 12 O • SECTION 0 "U" HEADER SCALE : 3" = 1' -0" 5.00" 16 GAGE GALV. STEEL GRADE SO OPTIONAL LEG DIRECTION ,_ 1 - 151 , .75 11 SOFFIT CHANNEL SCALE : HALF SIZE 1.00" 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE SCALE : 3" = 1' -0" TOP MOUNT ®® OR DIRECT . MOUNT �+- x r TUBE, MAY BE USED WHERE REDUCED -mac SEPARATION FROM GLASS - - - IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3, AND PLAN VIEW L NOTE 14 SHEET 1 VERLAP FASTENERS (SEE PLAN VIEW- & NOTE 14) . BOTTOM MOUNT 00 DIRECT MOUNT 16 TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. . TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. RC REVI ida 0 PR lyi0= w115 the Flor Balding Code Acceptance No 02- 0 S 31'• 0 5 Expiration Date By Mmi act Contr Division iaDade ol "PI n O m' VV t`' S Q 2 5 o S 27 c oa re 2 a 0 IS • 311" s J s ow zz 00. ,0 � W 0 01- do VJ KN:7 a' • FL Licensee 0010983 c 0 N • 5. ▪ P • z n • 4 • a 9 ; 0 N 1- 2 0 0 D 0 s � 3 0. {scale t AS NOTED design by VAC 0 0 (date 07/19/1999] ( drawn by • MC (checked by� VJKJ drawing no. 99 -230 sheet 1 of 4 J 0 r 0 0 2.000" .062" O N r 2.000" .062" TYP N a a IITIZIOCIMINIEC=1:11111111 Iv ,. . < ‘. =ma Foc 2001 GENERAL NOTES • 4 ti MiniMEMEMEMOMMENI I . .......- § A 1111111111.111..111111.111.11.11. 1 Li IMIIMIIIMIIIMIINIIIIMMIMIIMIIIMMIII Print Information: 0 ] (VERTICAL. OR HORIZONTAL) ] O 3 II, n L E O f0 0 d' O 0 0 csi O N 7 N N CT v O Ir) (.1 Cn a a O r1 N I i E 0 N 0 0r OI 0 O 0 0 GENERAL NOTES: 05/23/02 10:46 5.00" i t 1.50" PRODUCT MARKING LOCATION 5.00" PRODUCT MARKING IOPTIONAI LOCATION) 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY ZONE (HVHZ) OF THE PRODUCT CONTROL CODE. FOR THE HIGH VELOCITY HURRICANE 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROV DOCUMENTS,A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE 3. DETERMINE THE POSITIVE ANO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS IN ARE GENERIC SHUTTER DO NOT INFORMATION SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61615 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR GOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. AN E APPROVAL N SOR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID 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 JUSTIFY LICENSED EITION� DOCUMENTS LL ITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. 8) 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 "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. STORM PANELS SHALL BE 3003 -H14 ALUMINUM ALLOY, 0.060" THICK, WITH A MIN. Fy. (BEFORE ROLLING) OF 21 KSI. • 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: • FLORIDA STORM PANELS INC. OPA LOCKA, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD•CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS Wj DI C AST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION V & ). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2 0.0.7777 AT MIDSPAN W/ 1/4 -20 x 1" MACHINE BOLTS WITH DIE �p ST LUMINUM WASHEREb WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS OOR FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REEEEEEQUIR D. 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING PRODUCT RENEWED as complying with the Florida Raiding Code Acceptance No . - 0 •0 6 Expit.dea Date 0 7�1. • By Mind Division USE 1" x r x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 & TYPICAL ELEVATIONS ITYP.) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING Control 07 0 N N 13 OVERLAP FASTENERS TYP. (SEE NOTE M 14 (5� 16 GAGE GALV. STEEL NGLE CLOSURE PIECE: PIECE: 1" x 2" MIN. TO 2" x 5" MAX. • FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) .125" . 6063 -T6 ALUMINUM 5" MAX. ' f 5a ANGLE SCALE : 3" =.1' -0" 16 GAGE GALV. STEEL 2 ", 3 ", 4" OR 5" 1 . ANGLE O SCALE : 3" = 1' -0" 1 0 W J = zZ NJ GALV. STEEL GRADE 50 OR ALUM: _1 W ZQ as a X o r E 'I o W w N = MIN..005` KEYHOLE WASHER SCALE : HALF SIZE t____11.00- 1 1 r• ° 16 GA. 14 STEEL TUBE SCALE : 3" = 1' -0" 1/4 20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS @ 12 -1/2 O.C. ITYPI 1/4" MAX. EXIST NG CONCRETE. HOLLOW BLOCK OR WOOD FRAMING 15 l ANGLE O SCALE : 3" = 1' -0" {093" TYP. 1/4" S.S. STUD @ 6 -1/4" 0.C. 1.50" STUDDED ANGLE SCALE : 3" = 1' -0" PLAN VIEW .SCALE: 1 -1/2" = 1' -0" 1 12.50" COVERAGE 14.50" STORM PANEL SCALE 3" .093" TYP. 1.50" WIDTH UNLIMITED IPERP. TO PANEL SPAN) SECTION - BOTTOM MOUNT 00 OR DIRECT • TYPICAL ELEVATION (SYSTEM 1) MOUNT' OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS OR DIRECT MOUNTS WITH ANCHORS @ 6-1/4" 0.C. OR 12 -1/2" O.C. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. OR 12 -1/2" O.C. O USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 & TYPICAL ELEVATIONS (TYP.) •0 '0 .188" "F" TRACK SCALE : HALF SIZE WINGNUT 1 SCALE : HALF SIZE TOP MOUNT COO p4 OR DIRECT MOUNT PLAN VIEW 1" x 1" TUBE, MAY BE USED WHERE REDUCED SEPARATION FROM GLASS I5 REQUIRED. SEE 1 -3/4" OVERLAP MIN. 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE X a 0 O "h" HEADER SCALE : 3" = 1' -0" 1 1.00 "I 1 0 STANDARD CHANNEL SCALE : HALF SIZE W D I o iZ UW N tau J J ZZ 44 as SEPARATION FROM GLASS . E X SCHEDULE. SHEET 3. ANO Q PLAN VIEW & NOTE 14 SHEET 10 E • In O: -O VERLAP FASTENERS ISEE PLAN VIEW L NOTE 14) W O to N a 4 r cr cc 0 N 0 i O Q v r i 1/4" MAX. 1 2" MIN. 3.500" OPTIONAL LEG DIRECTION FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 1 .250' l I 1.813 1.987" "h" HEADER 16 GAGE GALV. STEEL GRADE SO WIDTH UNLIMITED SCALE : 3" = 1' -0" (PERP. TO PANEL SPAN) r 12 O • SECTION 0 "U" HEADER SCALE : 3" = 1' -0" 5.00" 16 GAGE GALV. STEEL GRADE SO OPTIONAL LEG DIRECTION ,_ 1 - 151 , .75 11 SOFFIT CHANNEL SCALE : HALF SIZE 1.00" 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE SCALE : 3" = 1' -0" TOP MOUNT ®® OR DIRECT . MOUNT �+- x r TUBE, MAY BE USED WHERE REDUCED -mac SEPARATION FROM GLASS - - - IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3, AND PLAN VIEW L NOTE 14 SHEET 1 VERLAP FASTENERS (SEE PLAN VIEW- & NOTE 14) . BOTTOM MOUNT 00 DIRECT MOUNT 16 TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. . TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. RC REVI ida 0 PR lyi0= w115 the Flor Balding Code Acceptance No 02- 0 S 31'• 0 5 Expiration Date By Mmi act Contr Division iaDade ol "PI n O m' VV t`' S Q 2 5 o S 27 c oa re 2 a 0 IS • 311" s J s ow zz 00. ,0 � W 0 01- do VJ KN:7 a' • FL Licensee 0010983 c 0 N • 5. ▪ P • z n • 4 • a 9 ; 0 N 1- 2 0 0 D 0 s � 3 0. {scale t AS NOTED design by VAC 0 0 (date 07/19/1999] ( drawn by • MC (checked by� VJKJ drawing no. 99 -230 sheet 1 of 4 J 0 r 0 0 2.000" .062" O N r 2.000" .062" TYP N a a IITIZIOCIMINIEC=1:11111111 Iv ,. . < ‘. =ma Foc 2001 GENERAL NOTES • 4 ti MiniMEMEMEMOMMENI I . .......- § A 1111111111.111..111111.111.11.11. 1 Li IMIIMIIIMIIIMIINIIIIMMIMIIMIIIMMIII Print Information: 5/8" MAX. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2• EMB SEE MIN. `�, SEPARATIO I FROM GLASS i SCHEDULE (TABLE 2) I � GLASS OR • DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE . (TABLE 2) GLASS OR DOOR 05/23/02 11:05 8 r x 4" x .125" OR MAX. 2" x 4" x .125" AL. TUBE OR 2" x 6" P.T. WOOD W/ 1/4 "0 LAG SCREWS @ 12" O.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE 1/2" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE1• CONT. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING ANGLE TO WALL DETAIL O WALL MOUNT SECTION A SCALE : 3" = 1• -0" PANEL TO ANGLE DETAIL 2 - 1/4 "0 x 4 -1/2" S.S. LAG SCREW (m 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. t \. NOTE: USE OF THIS DETAIL IS LIMITED TO ± 72 PSF. WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" 1/4" MAX. �1 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" O.C. 1/4 -20 MACHINE BOLT & WINGNUT C81 6 -1/4" 0.C. EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE (TYP.) SEE MIN. • SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. • GLASS OR DOOR B • CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1' -0" rn 0 W SEE MIN. SEPARATION FROM GLASS • SCHEDULE (TABLE 2) 5/8" MAX. MBEO ITYP.)) WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE, REPERENCE CONNECTION • TYPE 3 --- EXISTING CONCRETE HOLLOW BLOCK OR OGE DIST./ WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPES' - REMOVABLE FASTENER Cia 6 -1/4" 0.C. OR 12 -1/2" 0.C. MAX.. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEOULL REFERENCE CONNECTION' TYPE'''. USE 1/4 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 8" MAX. EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING 1/4 -20 MACHINE BOLT WINGNUT (Es 6 -1/4" O.C. 1/4" MAX. • 5/8" MAX. 1/4 "0 ELCO MALE WITH WASHERED WINGNUT ' @ 6 -1/6" 0.C. OR 12 -1/2" O.C. MAX., BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1' . EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 5/8 MAX: EMBED (TYP.) J FASTENER; SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE1• FROM GLASS SCHEDULE (TABLE 2) W 0 0 W GLASS SCHEDULE (TABLE 2) C SOFFIT MOUNT DETAIL SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE1• Q OR 3D Z1/2" 1/2" SEE MIN. SEPARATION FROM / OPTIONAL LEG DIRECTION SCALE : 3" = 1' -0•' 11 l t OR 1" x 4" x .125" AL. TUBE (OPTIONAL) NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF. BUILD -OUT MOUNT SECTION THREE 1/4 "0 WOOD SCREWS W/ 2" MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. - AT EACH JOIST. TRUSS OR RAFTER Col 24" O.C. MAX.) 2 x WOOD JOIST. TRUSS OR RAFTER #12 SMS BETWEEN TRUSSES (m 10" 0.C. MAX. 1/4" MAX. PRODUCT RENEWED as cosoplylag with the Florida BoIdiag Code Acceptance No • - —O ; Z Expiration Date By Miami Dadcroduct Control Division NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF .06 007 1/4 -20 MACHINE BOLT & WINGNUT Ca 12" O.C. TYP. TOP & BOTTOM LOCATE "h" HEADER LEG FLUSH WITH CHANNEL BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE1• 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT Cis 6 -1/4" O.C. PRODUCT REVISED as eo®piying with the Florida Balding Code Acceptance No 0 2- 0 ? 5 Ezpiaatioa Date O oo L By Miami Dadfprodact Control Division 2.1 zz a '42 ,0n W O o� 0o 2 ccc F.. u 0 sty .8 to Z 0 ea 0 0 t .S C • L • a z 0 0 1- 0 0 3 e N t- r z u u 0 6 0 e+ N e P P O « w w n n (date 07/19/1999 scale AS NOTED (design by l VJK J drawn by l ' MC (checked b� l VJK drawing no. 99 -230 sheet 2 of 4 N 0 CV CV 0 CV d1 O 05/23/02 11:08 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING BUILD -OUT G MOUNT SECTION SCALE : 3" = 1• -0" ALUM. OR GALV. STEEL SPACERS AS REQ•D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION *TYPE 1' EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1 ' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1. 1/4 -20 MACHINE BOLT & NUT el) 12 "O.C. (TYP. TOP & BOTTOM) EQUAL 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT @.6 -1/4" O.C. EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMIN CONNECTION 'TYPE 1* SEE MIN. EPARATION FROM GLASS SCHEDULE (TABLE 2) EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK • 0 1/4 20 MACHINE BOLT & WINGNUT Col 6 -1/4" D.C. ALUM. OR GALV. STEEL SPACERS AS REQ'D 0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1• ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE 3" = 1' -0" W W SEE MIN. ' SEPARATION FROM GLASS SCHEDULE (TABLE 2 SCALE : 3" = 1• - 0" FASTENER. SEE ANCHOR • SCHEDULE, REFERENCE Sie CONNECTION • lYPE 1 • MAX.► 1 W w O SEE MIN. SEPARATION F OM GLASS SCHEDULE (TABLE 2 SCALE : 3" = 1' - 0" 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" O.C. 0 x z z W J O a "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 1 -1/2" = 1' -0" "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" 0.C. IN 5/8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF"F" TRACK 3/4" 1/4'= 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. PTIONAL HANDLE LOCATION PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) 6" x 3" x 1/4" x 1' -1 -1/ ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1 /4 "0 POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. @ 3" O.C. OR 1/4 "0 POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE Cal 3" O.C. 8"x3•x1/4"x1'- 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUO A INTERIOR FASTENING ANGLE ASSEMBLY NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -0 ". STORM PANEL INTERIOR FASTENING (ISOMETRIC) 2" x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE • , MAY VARY 0 1- 1/2 "'x 1 -1/2" AL. STUO ANGLE 1/4 -20 S.S. BOLTS I. WINGNUTS MIDPOINT OF PANEL SPAN OR 51" O.C. MAX. (TYPI ALT. CORNER DETAIL L SCALE : 3" = ;AMY" m No en en < - 3 J a o O 5 • n • N W O m • a 8 ° o Ei yy 4 • N = A • I" 8 5 SS `-1 DW zz Q2 0 g OV) tt PRODUCT RENEWED as eoinplying with the Ftoirida $tlidieg Code Acceptance No • Z- 0 82 _ •o E:piradoa Date O .9 Mod Division PRODUCT REVISED as complying with the Florida Bedding Code Acceptance No 0 Z- o 5'31 • D Ex don Date OR - 2 By Miami Division Control (date 07/19/1999) scale AS NOTED] [design by 1 VJK drawn by MC checked b VJK drawing no. 99 -230 1 sheet 3of sEE SToRm PANEL SCHEDULE SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE Print Informatio MAX. PANEL LENGTH reviiloits MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) • • ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) N ' SYSTEMS 1 & 2 SYSTEMS 1 & 2 MIDSPAN TUBE MIDSPAN BOLTS ALL CONDITIONS 40.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -5/8 8' -5" 2 -1/4 3 - 2 -1/8 50.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 '1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -3/4 8' -5" 2 -3/8 3 2 -3/8 60.0 • 3' -0" 2 -1/4 • 3 1 -1/4 4' -0" 2 -1/4 3 . 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 1 -7/8 18' -4" 2 -5/8 3 2 -5/8 70.0 3'-O" 2 -1/4 3 1 -5/8 4,-0„ 2 -1/4 3 1 -1/4 5' -0" ' 2 -1/4 3 1 -3/8 6 . -0 , 2 -1/4 3 1 -$/8 7' -0" 2-1/4 3 _ . 2 T -9" .2 -1/2 3 2 -1/2 N 0 CV CV 0 CV d1 O 05/23/02 11:08 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING BUILD -OUT G MOUNT SECTION SCALE : 3" = 1• -0" ALUM. OR GALV. STEEL SPACERS AS REQ•D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION *TYPE 1' EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1 ' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1. 1/4 -20 MACHINE BOLT & NUT el) 12 "O.C. (TYP. TOP & BOTTOM) EQUAL 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT @.6 -1/4" O.C. EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMIN CONNECTION 'TYPE 1* SEE MIN. EPARATION FROM GLASS SCHEDULE (TABLE 2) EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK • 0 1/4 20 MACHINE BOLT & WINGNUT Col 6 -1/4" D.C. ALUM. OR GALV. STEEL SPACERS AS REQ'D 0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1• ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE 3" = 1' -0" W W SEE MIN. ' SEPARATION FROM GLASS SCHEDULE (TABLE 2 SCALE : 3" = 1• - 0" FASTENER. SEE ANCHOR • SCHEDULE, REFERENCE Sie CONNECTION • lYPE 1 • MAX.► 1 W w O SEE MIN. SEPARATION F OM GLASS SCHEDULE (TABLE 2 SCALE : 3" = 1' - 0" 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" O.C. 0 x z z W J O a "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 1 -1/2" = 1' -0" "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" 0.C. IN 5/8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF"F" TRACK 3/4" 1/4'= 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. PTIONAL HANDLE LOCATION PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) 6" x 3" x 1/4" x 1' -1 -1/ ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1 /4 "0 POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. @ 3" O.C. OR 1/4 "0 POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE Cal 3" O.C. 8"x3•x1/4"x1'- 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUO A INTERIOR FASTENING ANGLE ASSEMBLY NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -0 ". STORM PANEL INTERIOR FASTENING (ISOMETRIC) 2" x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE • , MAY VARY 0 1- 1/2 "'x 1 -1/2" AL. STUO ANGLE 1/4 -20 S.S. BOLTS I. WINGNUTS MIDPOINT OF PANEL SPAN OR 51" O.C. MAX. (TYPI ALT. CORNER DETAIL L SCALE : 3" = ;AMY" m No en en < - 3 J a o O 5 • n • N W O m • a 8 ° o Ei yy 4 • N = A • I" 8 5 SS `-1 DW zz Q2 0 g OV) tt PRODUCT RENEWED as eoinplying with the Ftoirida $tlidieg Code Acceptance No • Z- 0 82 _ •o E:piradoa Date O .9 Mod Division PRODUCT REVISED as complying with the Florida Bedding Code Acceptance No 0 Z- o 5'31 • D Ex don Date OR - 2 By Miami Division Control (date 07/19/1999) scale AS NOTED] [design by 1 VJK drawn by MC checked b VJK drawing no. 99 -230 1 sheet 3of sEE SToRm PANEL SCHEDULE SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE Print Informatio MAX. PANEL LENGTH reviiloits I ANCHOR _ SCHEDULE • FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LO W 1 MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8 -5" (SEE NOTE 1) SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION 1 TYPE 2 • 3 CONNECTION TYPE 1 2 3 MIN. 3,000 P.S.I. CONCRETE , 111111111111111111111111111111111> 1/4 "0 ITW TAPCON W/ 1 - 1/2" MIN. EMBEOMENT 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 9 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 12.5 12.5 11. 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 11 72 12.5 12.5 12.5 12.5 11 9 12.5 4 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 5 9 92 12.5 12.5 11 12.5 6 7 12.5 4 5 12.5 12.5 12.5 12.5 8 12 12.5 5 9 230 12.5 4 5 12.5 4' 5 12.5 4 5 12.5 5 9 12.5 5 9 12.5 5 9 :• = ' 1 ' ° ° ` "` ° " " "" 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" w/ 1 - 3/4 MIN. EMBEDMENT WITH 1/4 - 20 MACHINE SCREW OR WINGNUT 48 123 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 123 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 125 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 4 12.5 11 10 12.5 4 7 10 3 5 230 10 4 10 j 4 10 r 4 10 3 5 10 3 5 10 , 3 5 * /�„ V //� [ 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 12:5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 2 12.5 12.5 12.5 12.5 12.5 12.5 12.5 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 1/4 "0 POWERS W/ 7/8" & 1/4 - 20 STEEL MACHINE CALK - IN EMBEDMENT STAINLESS SCREW 72 12.5 12.5 12.5 12.5 12.5 11 12.5 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 8 11 . 92 12.5 12.5 12.5 12.5 9 9 12.5 7 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 230 12.5 6 7 12.5 6 7 12.5 • 7 12.5 7 11 12.5 7 11 12.5 7 11 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 n U 1/4 "0 ZAMAC W/ EMBEDMENT 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6.25 ) POWERS NAIL - IN 1 - 1/8" MIN. 72 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 6.25 625 6.25 6.25 6:25 6.25 3 6.25 92 6.25 625 6.25 625 4 6 6.25 5 6.25 6.25 6.25 6.25 5. 6.25 6.25 3 6.25 230 6.25 3 5 6.25 3 5 6.25 5 6.25 3 6.25 6.25 3 6.25 6.25 3 6.25 HOLLOW CONCRETE BLOCK , 11111111111111111111111111111111 1> 1/4 "0 ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT 48 12.5 12.5 10 12.5 12.5 7 9 4 12.5 12.5 12.5 12.5 12.5 11 12 5 7 62 12.5 12.5 8 12 7 5 7 3 12.5 12.5 12 12.5 9 8 9 3 5 72 4 12.5 12.5 7 10 4 4 6.25( 3 12.5 12.5 10 12.5 5 7 8 y1 4 92 11 7 5 8 j 3 6 3 12.5 8 8 10 3 5 7 4 230 6.25 j 3 6.25/ 3 6.25/ 3 7 /- 4 7 / / , 4 7 4 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT WITH.1/4 - 20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11 12.5 .7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 12.5 12.5 12 9 12 5 12.5 12.5 125 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 4 12.5 12.5 125 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 A 4. 12.5 11 10 12.5 4 7 10 3 • 5 230 10 ' 0 4 10 0 4 10 r 4 10 3 5 10 3 5 10 3 5 48 12.5 12.5 12.5 12.5 12.5 10 12.5 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 9 62 12.5 12.5 11 12.5 10 7 10 4 12.5 12.5 12.5 12.5 12.5 11 12.5 4 7 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW 72 12.5 12.5 9 12.5 6 6 9 / 4 12.5 12.5 12.5 12.5 8 10 11 3 6.25 92 12.5 7 11 3 5 9 / 4 12.5 12 11 12.5 4 8 '11 3 6 230 9 / 4 9 7 7/ 4 9 / 4 11 3 6 11 3 6 11 3 6 48 • 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25/ 5 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 6 4 ) 1/4 "0 ZAMAC W/ EMBEDMENT POWERS NAIL - IN 1 - 1/8" MIN. 62 6.25 6.25 6.25 6.25 5 6 6.25 4 6.25 6.25 6.25 6.25 6 6.25 6.25 // 5 72 6 6.25 6.25 6.25 3 5 6.25 / 4 6.25 6.25 6.25 6.25 3 6 6.25 " 5 230 6.25 i � / /� / 5 6.25 5 ANCHOR SCHEDULE F ASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE • ANCHOR TYPE LOAD ) PSF MAX. (SEE NOTE 1) • MIN. 3/4" EDGE DISTANCE SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 000M 80.0 48 11 11 11 11 11 11 11 11 7 6 - 2 AI1111111 WOOD LAG W/ MIN. THREAD SHEAR OR'PERP. GRAIN 62 11 11 11 11 • 11 9 11 8 5 1/4 "o • 1 -3/4" PENETRATION PARALLEL TO WOOD 72 11 11 11 11 11 7 11 6 4 92 11 11 9 11 9 6 11 6 4 230 11 6 4 11 6 4 11 6 4 S/16 "0 WOOD 1/4 - 20 SIDEWALK (3/4 "0 r MIN. 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6 k111` O.D. BRASS BUSHING W/ BOLT HEAD) W/ EMBEDMENT 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 4 72 6.25 6.25 6.25 6.25 6 6 6.25 j 4 92 . 6.25 6.25 6.25 6.25 3 5 6.25 /i 4 230 / 6.25/ 4 6.250 4 6.25X 4 N N N 05/23/02 11:22 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING .ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS 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 "x4" (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 BOLT), U.O.N. 9 N DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT RENEWED as complying with the Florida Balding Code Acceptance No OZ- - 0 Espir tion Date Miami Division 06 ooy PRODUCT REVISED as complying with the Florida Budding Code AcceptanceNo 0 531•o5 Expiration Date 02" 6/24,0 2, By , = i • Ll�, Miami Da • roduct Control Division lJ z Z � F W V _0 UL O , Oa V1 N Q W z 110:" KID W N Z scale AS NOTED (design by 1 l VJK o 8 8 E ° ° tl 2 s m � • � • 5 8 W w 6 ° o g m • _�. ( sheet 4 of 4 I- < 0 0 N 0 l `r' c >v � U 0(0 z< gio z � �E? QJ §/o CW ZOo (c Z to O Cn 0 14 <2 LL O c) z 0. 0 7 . s. • • a • • s 0 0 f 0 z v 0 • [date 07/19/19991 [drawn by MC `checked b l VJK1 drawing no. 99 -230 1 05/23/2002 11: 22:18am Print Information: FBC 2001 GENERAL NOTES STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W (PSF) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACKDR JR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS W/ ANCHORS @ 6 -1/4" O:C. OR 12 -1/2" O.C. . OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "P" TRACK STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. SYSTEM 1 MAX. PANEL LENGTH (FT - IN) SYSTEM 2 MAX. PANEL LENGTH (FT - IN) 40.0 8 -5 8 -5 50.0 •8 -5 8 -5 60.0 8 -4 8 -4 70.0 7 -9 7 -9 80.0 7 -3 7 -3 90.0 6 -10 6 -10 100.0 6 -2 6 -6 110.0 5 .- 7 6 - 2 120.0 5 -2 5 -11 130.0 4 -9 5 -8 140.0 4 -5 5 -6 150.0 4 -1 5 -3 " 160.0 3 -10 5 -1 - 170.0 3 -7 4 -11 180.0 3 - 5 4 - 10 -. • 190.0 3 - 3 4 -8 200.0 3 -1 4 - 210.0 2 - 11 • 4 - 5 220.0 2 -9 4 -4 230.0 2 -8 4 -3 N N N 05/23/02 11:22 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING .ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS 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 "x4" (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 BOLT), U.O.N. 9 N DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT RENEWED as complying with the Florida Balding Code Acceptance No OZ- - 0 Espir tion Date Miami Division 06 ooy PRODUCT REVISED as complying with the Florida Budding Code AcceptanceNo 0 531•o5 Expiration Date 02" 6/24,0 2, By , = i • Ll�, Miami Da • roduct Control Division lJ z Z � F W V _0 UL O , Oa V1 N Q W z 110:" KID W N Z scale AS NOTED (design by 1 l VJK o 8 8 E ° ° tl 2 s m � • � • 5 8 W w 6 ° o g m • _�. ( sheet 4 of 4 I- < 0 0 N 0 l `r' c >v � U 0(0 z< gio z � �E? QJ §/o CW ZOo (c Z to O Cn 0 14 <2 LL O c) z 0. 0 7 . s. • • a • • s 0 0 f 0 z v 0 • [date 07/19/19991 [drawn by MC `checked b l VJK1 drawing no. 99 -230 1 05/23/2002 11: 22:18am Print Information: FBC 2001 GENERAL NOTES Miami Shores Village Building Department BUILDING CRITIQUE SHEET s,, 44, 4, /ow, 5 l iy2pi, S Siz-e< . Et , 464-7 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit-No. Q� — 3 Job Name Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/9/2005 Applicant: MARK. ORLANDI Owner: ORLANDI MARK JOB ADDRESS: 857 NE 97 ST Contractor 3R CONSTRUCTION CORP Local Phone: 305 - 891 -9865 Parcel # 1132060142620 Building Permit Permit Number: BP2005 -232 Contractor's Address: 13155 IXORA CT #306 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 E1/2 OF LOT 19 & LOT 20 Fees: Description Amount FEE2005 -3055 Building Fee $290.00 FEE2005 -3056 CCF $2.40 FEE2005 -3057 Training and Education Fee $0.80 FEE2005 -3058 Technology Fee $7.25 FEE2005 -3059 Scanning Fee $9.00 FEE2005 -3060 Structural Fee $50.00 FEE2005 -3061 Submittal Fee ($50.00) Total Fees: $309.45 Total Fees: $309.45 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 8/16/2005 Construction Value: $3,900.00 Work: SHUTTERS (19) OPENINGS Signed: (INSPECTOR) Page 1 of 1 i 3 1 200 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BLK 73