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SHUTTERSType Ins MIAMI 1 SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bu'lding Inspection Request 1 bc3 Date Permit No. 1♦ Os -104 Address UN) Na `mot Name Company OW 1 t Phone # Inspection Date ac3 60; Correction [❑ Re- Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -104 Printed: 2/4/2005 Applicant: CESAR SASTRE Owner: SASTRE CESAR JOB ADDRESS: 1086 NE 96 ST Contractor Local Phone: Parcel # 1132060143480 Signed: (INSPECTOR) Building Permit Contractor's Address: Permit Status: APPROVED Permit Expiration: 7/23/2005 Construction Value: $4,950.00 Work: ACCORDIAN SHUTTERS Page 1 of 1 Legal Description: 5 -6 53 42 MIAMI SHORES SEC 3 PB 10 -37 LOT 4 BLK 81 LOT SIZE Fees: Description Amount FEE2005 -1539 Building Fee $250.00 FEE2005 -1540 CCF $3.00 FEE2005 -1541 Training and Education Fee $1.00 FEE2005 -1542 Technology Fee $6.25 FEE2005 -1543 Scanning Fee $21.00 FEE2005 -1544 Submittal Fee ($50.00) Total Fees: $231.25 Total Fees: $231.25 Total Receipts: $0.00 \6 MAR 3 0 PAID 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: 4 4 Miami Shores Village r 1� ' - 'y BUILDING PERMIT APPLICA-ION - t' Master Permit No. FBC 2001 -`', `%S Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) 14050 N.E.2nd Avenue, Miami Shores, Florida 33138 f ; '.$305) 795.2204 Fax: (305) 756.8972 Building Department Job Address (where the work is being done) /e, 6 /ICC 5(' . Permit N n l C Permit Type (circle): Building Electrical Plumbing Mechanical Roofing 754 P-s6 e 4 .e3. Owner's Name (Fee Simple Titleholder) �.��5'�r, -- 5'.2-g-74- .e_ Phone # 5G6 `757 , e Owner's Address /6 4/6 Y 6 c,4 !'i 57 , City ,vlio -•- i ,k' s State Zip 73' /3g Tenant/Lessee Name Phone # City Miami Shores Vi11agf: County Miami-Dade Zip Is Building Historically Designated YES NO a� Contractor's Company Namo. z Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if appliaible) Phone # $ Value of Work For this Permit` .0• Square Footage Of Work: Type of Work: ['Addition ❑Alteration ['New Describe Work: d r,� / qe4 Structural Plan Review. $ Repair/Replace Demolition pA * * * * * * *k * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ ` _ ermit Fee $ 025O CCF $ 3 06h CO /CC Notary $ Training/Education Fee $ //o0 Technology Fee $ f °, Scanning $ 91--- Radom, $ Zoning Bond $ 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 pennit 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 m 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 a(a hment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first 'nsp cti which i oc urs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will t bpprove t c itl a reinspection fee will be charged. Signature. Owne r Agent Contractor The foregoing instrument was ack nowledged before me this ' / The foregoing instrument was acknowledged before me tk s day oh -��. /1✓%1. ry , 20 05 , by 0 /Saar A. , -CAS-ire- , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: dr 1arc� Salazar My Commission Expires: `: My Commission DD218068 My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * *% , iit2"s*d teek tt id7t**************************** * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** Sign: l I L L 1 1 a . . J i j t t - P r i n t : fj p I 1 !t. fb Zi/' ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature r.. Plans Examiner Engineer Zoning 4* . OWNER BUILDER DISCLOSURE STATEMENT being the legal property owner, for the property Located at: /28 /i4 76 5 Y31 8 Produced Proof of ownership provided ( ) By Cie c4 r Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT Legally described as , Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles rr..e td *brk as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT t 54- Was Was acknowledged before me this °�/ day o /)'ar y , 20 0.c State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that 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 twc-farnily residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or 1er,se. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person wor;dng on your building who is not Icensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. initial of reviewing clerk. The foregoing instrument who is personally known to me or who has as identification and who did take an oath. ,. N,_ Marcia A Salazar Y My Commission DD218058 Expires June 01 2007 o � E ►gym S i-to e es 076x 36 � gccor - Ji ta to CC , Or e�h T >c 34? QCcoralI o accord 5 y %a) 5 %2 7.5 / x39'/2 3,6 x-g 'oor Polne aacor duct r G Cc o rca Ian 5.3 i 3-g '4 X 39 1 /2 75 //a X 3q J12 37 7 i 111 x 1,9 V "� J V eccn c1. acCorcilai 3 IA A3t %9 % ACCOra;aeN aC COY af scon I1 x 5c1 QCCOr i/ctn Li CL O rol'" 3 x 3 9 1 /2 r 4 — 7(0453 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels & Accordions, 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 Its described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " HPIVIA / Performance System 1 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 02 -481, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated October 14, 2002, last revision #1 dated October 14, 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 NCIA shall be cause for termination and removal of NOA. ADVERTISEMENT: Tlw. 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 ir..spection at the job site at the request of the Building Official. This NOA revises NOA # 01 0328.02 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- 1203.01 Expiration Date: 04/23/2006 Approval Date: 12/04/2002 Page 1 •.5 •I _ 2" 1 � MAX R T- - 100• QA WALL HEADER (At INVERTED) SCALE : 5/8" 1' tf FLOOR SILL sour : J/8' - 1' .1074" 4.500' • R , 1 6. © MALE/FEMALE BLADE -.125' .250" SLOE 3/6' - I 8 .702" •- 1.109 " 2.474 5' Max. AS APPUCABLE--+ ALUMINUM ANGLE sc4I.P JAI' 7' 7000' Max. AS APPUCABLE - .075' �- .470 T Q ALUMINUM ANGLE 5c4LE J/6- - 7 - © CE/UNG HEADER scut : , 1' I' SOME 3/8' - 1' 080' Q BRASS NICKEL PLATED PUSH BUTTON LOCK 2.043' -1.674 ..679" ® QE ADJUSTABLE SILL ADAPTOR THRESHOLD TRACK sour : 3/8' 7' SOME : 4/8" - 1' r .125' .080' /16 -18 E. U.S. _ Cry ' (maim' 5//6-•x/- S.S M.S /PLASTIC KNOB LOCK PLASTIC KNOB .731 " .591 .062' •. • • 1234" © WALL SILL SCALE • 5/8" t• Q 90' STARTER SCALE 3/8' - CD FEMALE CENTERMATE BLADE SCALE 4I6• - 1- OK LOCKING ?'N (OPT/CHAI") SCALE 3/6' COMPONENTS © FLOOR SILL SCALE : J/b' - f' 180' MALE STARTER sLKLE` 316' - 1' - 0 .472' OCT 1520 .080' .310' 1. IQ' 3.106' J.4J7 • MALE CENTERMATE BLADE SCALE 5/8" 1' §G I .7I Er INTERIOR HANDLE (OPTIONAL) SCALE 3/8 - t" .02/11161 t7t. 1. ACCORDION SHUTTER SHOWN 1W THIS PRODUCT APPROVAL DOCUMENT MS BEDV DESIGNED lI ACCORDANCE IIITH TIE 2001 EDITION OF THE FZC47I04 BUILDING CODE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1619 OF THE ABOVE MENTIONED COOS, FOR A at= WILD SPEED OF 146 m.p.h.. AND /N ACCORDANCE W/ ASCE 7 -98 STANDARD. ACCORDION SHUTTERS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE MS BEEN VERIFIED PI ACCORDANCE WITH SEC71014 1 606.1.4 OF THE AMC MOI ONED CODE AS PER PA -201, PA -202. ANO PM -203. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOANER PIN SINLL BE / 14 r J' •10 -M MINIMUM SEMES M/ 133.0 Oaf MELD POINT A 180 al TENSILE STRENGTH. SCREWS SHALL BE COATED METH %RAN 5000 WIRES FLU7ROPOLYMER COATINGS AS MANUFACTURED BY MMTFORO Co, BOX 507. WEST C1 STER PA. 19381. J. ALL ALUMINUM EXTRUSIONS SMALL EE 6061 -T8 6005- T3 OR 6105 -73 ALLOY WON MINIMUM YIELD STRENGTH OF F7 -J5.0 hL 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 30 kaf MEW PONT AND 90 d TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON SrEFL AS PER LYN 5001& 5. ALL ALUMNA/ POP RIVETS TO BE 5052 ALUMINUM ALLOY INN ALUMINUM MANDREL 6. BOL7S 70 BE 2024 -T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEEL WITH 35 *al MIAMI MINAMAM YELO PONT. 7. ANCHORS TO WMLL SHAG BE AS FOLLOWS (UNLESS OTHERWISE NOTED) (A) TO LXISiING POURED CONCRETE - 7/4' • TAPCON, AS MANUFACTURED BY I.T.W. BU/LDEX OR ELCO TEXTRON, AND 7/4'9 MA.17 -SET TAPCON. AS MMN.FAC7URED BY 1. T.W. Ba.Ai.DEX. - 1/4 0 CRETE FLEX SSA ANCHORS AS MANUFACTURED BY ELCO TEATROR - 1/4' • r 7/b' CALK -MV ANCHORS AS MANUFACTURED BY POWERS FAS7ENIVQ I1G. NOTES A.1) MINIMUM EUEEDUE7V1 OF TAPCON ANCHORS AND CRETE FLEX SS4 ANCHORS INTO CONCRETE LS 1 3/4' .4.2) 7/8' CNN -IN ANCHORS SHALL EIE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERAIMED. 1/4' 0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO COST. AJ) IN CASE THAT PRECAST STONE; PRECAST CONCRETE PANELS OR PAVERS BE FOUND ON THE EXISTING W74LL FLOOR AACHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS A N C H O R A G E SMALL BE A S I N D I C A T E D ON NOTES A 1 & A2 ABOVE TO EJnSTMAG CONCRETE BLOCK WALL: 1 /4' 0 TAPCON. AS MANUFACTURED 9Y I.T.W. BU/LDEX OR ELCO TEXTRON. AND 1 /4'o MAXI - SET TAPCON, AS MANUFACTURED BY I.T.W. BUILDER. - 1/4' 0 CRETE FLEX SS4 ANCHORS. AS MANUFACTURED BY ELCO TEXTRON. - 1/4" 0 x 7/5' CALK -IN ANCHORS AS A4ANIFAC7URED BY POWERS FASTEN/NC, INCA NOTES 51) MINIMA/ EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX S54 ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4' B.2) 7/8' CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 1-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST AND 1 • MINIMUM FOIR MILLS AIM NO STUCCO B.3) IV CASE THAT PRECAST ST0AE OR PRECAST CONCRc7F AWELS B£ FOLWO ON THE EXf51/VG WILL, ANCHORS SHALL 06 LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHPD SUCH PANELS. ANCHORAGE SHALL BE 1 1/4' MINIMUM FOR ANCHORS MENTIONED IN ELT.), & 7/8 FOR ANCHORS AENT7ONED IV (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF ME RECOMMENDATIONS AND SPEl7F7GATIO S OF THE ANCHOR'S MANUFACTURER. & SHUTTERS COMPONENTS ARE PATENT PENDING. 9. IT 94411 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WHERE SHUTTER /S 10 ATTACMr) 77) INSVIRE PA!JOICD AMC M/ RACE. ??4.1: caa T'E SP ALL .. _ 0000 FRAME BINDINGS _ .�. r - +.. 10. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON 7745 EXPOSED SURFACE OF THE FEMALE CENTEXMATE BLADE (COMPONENT (82). ONE LABEL ,SHALL BE PLACED FOR OPENING LABEL SHALL READ AS FOLLOWS: 7 SYSTEM 1 ACCORDION SHUTTER' FLORIDA STORM PANELS & ACCORDIONS. INC. OP/LOCO. FLORIDA M4AI -DADS COUNTY PRODUCT CONTROL APPROVED. 1I. (0) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC AND 00E5 NOT PROVIDE INFORMATION FORA SITE SPECIFIC PROJECT; i.I. WHERE THE SITE CONDIAONS DEVIATE FROM ME PAD. (B (b) CONTRACTOR TO BE RESPOH514Lf FOR ME SELECTION. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM ME CONDITIONS DETAILED QV THIS DOCUMENT. (c) THIS PRODUCT APPROVAL DOCUMENT WAIL BE CONSIDERED /NVAUO IF A 0IAED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FL0R/0.4 REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE PROFESSIONAL OF RECORD (P.O.R.) FOR THE PROTECT AND WHO MILL BE RESPONSIBLE FOR THE PROPER USE OF ME PAD. PROFESSIONAL OF RECORD, ACTING AS DELEGATED ENGINEER 70 THE PAO. ENGINEER, SHALL SUBMIT TO THIS LATTER M5 SITE SPECIFIC DRAWINGS FOR REVIEW. (e) TINS PAD. SHALL BEAR THE DA TE AND ORIGINAL SEAL AND SIGNATURE OF 7HE PROFESSIONAL ENGINEER 17441 PREPARED IF PRODt.7C4 REVISED as complying with the RIMS Balding Cede Acceptance No OZ- / 2o3. 0 BY e lf ` l Mind Da uct Control Dis•ision Expiration Date F. B.C.(N.V.H.Z.) /ML4Ml -DAD£ COUNTY / IL ECO INC. \ T71.7JT TESTING & ENGINEERING COMPANY NM. MM. SL Sta 217. WOW G ROEMS. FL .1.5168 Room : (Xi6 -15J0 . For : 005)87I -73JI EB- 0006719 WALTER A 1ILLFT Jr. P. E FLORIDA Lie. / 44167 PERFOMANCE SYSTEM 1 ACCORDION SHUTTER AMY. w 1 FLORIDA STORM PANELS & ACCARWK/WS. IAN. 14475 N.W. 261h AVE OPALOC/G4. FL JJ054 avesrcw OLD 07 - 060 DART 0/14/02 EV. I* J DAM AS SHOWN SCALE 10/1 4/02 DA 771 02 -481 DRAWING No SHEET 1 OF 6 SEE SCHEDULE r----FOR Min. SEPARATION-- - roGLASS SCALE : J/8' - 1 POURED commit' OR CONCRETE BLOCK WALL REQUIRED c ; f LJ WALL MOUNTING INSTALLATION SECTION A F 14 x 3' S S S M. S. W /7/16'/ x 7/8' LONG NOLONN BUSHING (Typ. TOP / 14x2'£ S S. M. S (Tjp. TOP & BOTTOM) II II I I II u 1 1 r CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) REQLXRED oPr7ONAI LNG itII1 TOP/BOTTOM) ri r i T i ® / 14rJ'SS 1 S W/ 7/16'0 x 7/8' FIi LONG NYLON 8U9VC 8 II roP & Bona') GLA POURED CONCRETE REWIRED SEE SCH E FOR Mi SEPARATION TD I1 CONACRE7E ANCHORS (SEE SCHEDULE) CE /LING & FLOOR MOUNTING /NSTALLA TION SECTION 8 SCALE . 3/8' - 1' . EDGE of SUB F APPUC. ABLE /74 x2'SS S M. S (Tyn. TOP & BOTTOM) or n 11 11 — . OPTaNAL I, w 4 7012/8077014) L I 114 x J/4' S S SM. S 0 12' 0. C. EDGE OF SLAB IF APPLICABLE CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS POURED CONCRETE R SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION 81 SCALE : 3/8' = 1 OCT 1 5 2002 EDGE OF SLAB 6 APPLICABLE 4 14 x 3'S S S M. S W/ 7/16' I x 7/8' Low NYLON BUSHING (Tya roe Lt BOTTOM) �� I� F I � OPTIONAL 1 '.. eLHSHUNc O 1 14 x2'S S S M. S (Tyµ TOP & BOTTOM) or EDGE OF SLAB IF APPLJCAE LE CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) FLORIN LK. / 44167 SEE SCHEDULE —i FOR Mtn. SEPARATION TO GLASS PORED CONCRETE REQUIRED 11 11 11 11 u CEILING & FLOOR MOUNTING INSTALLATION SECTION B2 SCALE : 3/8' - 1' a.. OF SLAB rt APPUGAB&E / 14 x .7' S S S M. S W/ 7/16' / x 7/8' LNG NYLON BUSHING alIl (Typ. MP & BOTTOM) 1 1� 1 f / 14x2' — S. SSM.S. (7yµ TOP BOTTOM) r OIPRONNL OF SLAB APPLICABLE TOP/BOTTOM) PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No 0 2 ^ Z e . o ! Ezpi : tion Dated , By / i h Miami Da , i'rodnct Control Division F.B.C.(H.V.H.Z.) /MIAMI -OAOE COUNTY I /1 EE . \ T1LLIT TESTING & ENGINEERING COMPANY M M. .7E0. Sta 217. 1 G412004 FL .321 SO Ryon. (.115) NIt1 871- 13.70 Far : (.300)67t -13.31 EH- 0006719 WALTER A. TILLIT Jr. P. E. MY. No PERFOMANC£ SYSTEM 1 ACCORDION SHUTTER FLORIDA STORM PANELS & ACCRD0NS, NYC, DO 111711 OLD 01-06, 14475 N.W. 26th AVE OPALOCKA, FL 33054 d 10/14/0} lb 1 0002011011 a1x AS SHOWN SCALE 10/14/02 LUTE 02 -481 DRAWING No SHEET 2 OF 6 POURED CONCRETE OR CONCRETE BLOCX WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE 1____FoR MJn. SEPARATION TO GLASS II II II II CONCRETE (SEE SCHEDULE) ANCHORS SCALE : 3/8" - 1' 1/4" 0-20 S. S BOLTS W/ NUT WASHER 0 9' 0. C. OR /14 x 3/4" S S. S. M. S 0 9' 0. C. 1' Min. I ' Min. n II II I I II 1/4' 0 -20 S S. BOLTS W/ NUT & ASHER 0 9' 0. C. OR /14 x 3/4 S. S. S. M. S 09'0. C. • 14xJ'S. S. S. N. S W/ 7/16' I x �IlIl LONG NYLON - 1 BUSHING (Typ. TOP & I I B°TTOM) II II II LJ BUILD -OUT INSTALLATION - SECTION C j 14s2'S. S S. M. S. (Typ. TOP & BOTTOM) or OPTIONAL BUSHING 70P /BOTTO11) POURED CONCRETE OR CONCRETE BLOCK MALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE ---f DR Min. SEPARATION 70 CLASS 1/4" 0 -20 S S BOLTS W/ NUT MKSNER • 9" 0. 0. BUILD -OUT INSTALLATION - SECTION C1 SCALE : J /8' / 14 x J' S S. S. M. S W/7/16 "I x �� 7/b' LONG NYLON BUM4P4G (Typ. TOP O I emu") ' —/ 14x2'S S. S M. S (Typ. TOP H I & BOTTOM) u r® I OPTIONAL I I BUSHING TOP/BOTTOM) /14 x 3/4' S S. S.M. S 0 12' 0. C. a wn.] 1/4' 0 -20 S S. BOLTS W/ NUT & WASHER • 9' 0. C. 0R /14x /4'S S S. M. S. 0 9' 0. G OCT 15 2002 +Dor or0) G ► / TFEE NC.\ TILLJT TESTING & ENGINEERING COMPANY !MRS NW. JOMt St, m 217. W4) G 8004, ft .TJ166 Phan.: (300)071 -1930. Far : (Jon)a71 EB- 0006719 WALTER A. TILUT Jr P. E. FLORIDA Lic. / 4-4167 2r tp N. T.S. C C °'L8 0 or©1 JQ or@1 ► ► Toe / BOTTOM (OPTIONAL) TYPICAL ELEVATION SEE NOTES ON SH 4 OF 6 FOR LOCKING SPECIFIC4T7ONS PRODUCT REVISED as complying with the Florida Balding Code AcceptanceNo — ) Z o I capirati . Date 0 .qj Zo 0 6 By . A... _. Miami Dad 41- rodact Control Division F.B.C.(H.V.H.Z.) /MIAMI —OADE COUNTY P£RFOMANC( SYSTEM 1 ACCORDION SHUTTER SIX Ms f10VBa1 STORM PAME1S & ACCARD104 INC. 14475 N.W. 26th AVE. OPALOCKA. FL 33054 omnior as NM no aorsnox DAM 7 OLD 01 -048 0/14/021 J AS SHOWN SCALE 10/14/02 LUTE 02 -481 DRAWING No SHEET 3 OF 6 COMK.Ntit ANCHORS 0 78" 0. C. POURED CONCRETE REQUIRED SECTION E SCALE : J/8' - 1" /14xJ /4 "1 S S. W. S. OR J/76" Num. POP RIVETS 0 9" O C. (Typ.) 2' x 2 x .125" ALUMINUM TUBE SECTION 01 2 ' x 2'x.125" ALUMINUM TUBE 1' x 1'x.062" Cont. Alum. ANGLE /14 x J /4' S S. S M. S OR 3/16" Alum. POP RIVETS 0 9 0. C. Mix) 1" x 1" x..062" Cont. Hum. ANGLE SECTION D SCALE : 3/8 " 1' 0P110NAL) (Mx MULTIPLE SHUTTERS) SCALE : J /8" - 1 ' ® • OrO (SEE NOTES) 2' 2'x.125" ALUMINUM TUBE ONE SIDED SECTION : END CONNECTION DETAIL SCALE : 3/8" - 1' i 7'x.062" Cont. Alum. ANGLE (4) J/16' I Alum. POP RIVETS OR 14 x 3/4" S M. S (To.) POURED CONCRETE REQUIRED ISOMETRIC LCORNER POST) (Typ. AT TOP & BOTTOM SLABS) POURED CONCRETE REWIRED CONCRETE ANCHORS • 18' 0. C. /74 x 3/4' S M S OR 3/16 I ALUM. POP RIVET 0 9' 0. C. 1x1" OR 1x2" OR 1 1/2' x 1 1/2' OR 1 1/2' x 2' OR 2" x 2" OR 2" x J" OR 2' x 4' OR 2' x 5" x .055' Min. THICK Alum. ANGLE CONCRETE. 0 � © °11 © °44 0 18" 0. C. 2' x 2" x .125' OR J' x 3" x .090' Alum. 7UBE POST (6063 -T6 ALLOY) 2' x2 " x.125 "x TUBES' SIZE Alum. ANGLE (2 REQUIRED) � !I Cont. Alum. ANGLE ®® EDGE OF sue /14 x J /4" S 51 CONCRETE ANCHORS S M. S OR J /16' 0 EA ANGLE Alum. POP RIVETS 0 9' 0. C (Typ.) 1 —PUSH BOTTOM LOCK ° MAY BE USED FOR INSTALLATIONS SECURED FROM OUTSIDE OR INSIDE OF SHUTTER, WHEN /NSTALI/NG Q Al THEOUTSIDE. A 7/8'. HOLE SHALL BE D' J AT H AND J MUST BE RIVETED FROM THE &tCK OFQ TO FRONT w/ (2)3/16'/ ALUM. POP RIVETS A 3 • HOLE MUST THEN BE DRILLED AT ® TO ALLOW FO J Pl. TO PASS THRU. WHEN INST NG 0 •M THE INSIDE: f j MUST BE RNE7ED 7t7 l JO J/8 O(.E MU THEN W/(2) B /16 E DRILLED I ALUM. THRU P HAND R A 'a TV ALL OW H FOR OS PIN TO PASS THRU. 2- 5/16'x 1 " LOCK l e g MAY BE USED ALTERNATTVELLY TV JLOCK FOR INSTALLATI S SECURED FROM THE OUTSIDE OR NSIDE TAPPED DRILLED TO AC AND CPT 78 T HREADS DRILLED PER HINE SCREW. NOTES FOR LOCKING OF 1x1' OR 1x2' OR 1 7/2' x 1 1/2' OR 1 7/2' x 2' OR 2" x 2" OR 2 x 3' OR 2" x 4' OR 2" x 5" x .055" Min. THICK Alum. ANGLE SCALE : 3/8" > 1' CONCRETE ANCHORS 09 "O. C. CONCRETE REQUIRED / 14x3 /4'S M. S. OR 3/16 0 ALUM. POP RIVET • 9" 0 C. ALTERNATE CLOSURE DETAIL W /(6 PRODUCT REVISED as complying with the Florida Braiding Code Apnc O Z- I Z O ?, p r Exp cce t a i on Date No ._,./ 4 Zc Miami Dad roduct Control Division F.B.C.(H.V.H.Z.) /MIAMI —OADE COUNTY NOTE : SECTIONS SHOWN CAN BE COMBINED TO SUIT ANY INSTALLA17014. (OPTIONAL) (OP770NAL) SECTION El � or (SEE NOTES) SGMLE : 3/8" — 1" SECTION E2 SCALE : J /8' - 1' OCT 15 2002 1 iti3 Nc . \ WT TESTING & ENGINEERING COMPANY N.W. J6uI. SL, Ste. 217, N � R60.4A G{ENS, hl. 17166 Plwnu : (33671 -1SM . Far : (.7[5)671 — I37/ EB- 0006719 WALTER A. TILLIT Jr. P. E FLORIDA Lic. / 44167 PERFOMANCE SYSTEM 1 ACCORDION SHUTTER FLORIDA 5701 111 PANELS & ACCORQig43 NVI. 14475 N.W. 26th AVE OPALOCIGt FL JJ054 Elf. w onwnor QLO of -oss MIT PO/II/02 onranaw I air wv �► I 4 J AS SHOWN SCALE 70/14/02 DATE 02 -481 DRAWING No SHEET 4 OF 6 MAXIMUM DESIGN LOAD MAXIMUM SPAN FOR Z' (ft) SHUTTER SECTIONS MINIMUM SEPARATION TO CLASS (in.) SHUTTER SPAN ALL SECTIONS "W" (p.s.f.) 8. 81, 82 C&C1 A • « 40 14' -1" 12' -5' J" 3' 45 1J'-8" 1 1 ' -8' 3" J" 50 13' -0' 11 ' -1 ' J' 3' 55 12' -5' 10' -7' 2 J /4' 2 1/2' 60 11' -10' 10' -1' 2 3/4" 2 1/2' 65 11' -5" 9' -9' 2 3/4" 2 1/2' 70 11' -0' 9' -4 2 3/4' 2 1/2' 75 10' -7' 9 2 3/4' 2 1/2' 80 10' -J' 8' -9' 2 3/4' 2 1/2' 85 10' -0' 8' -6' 2 3/4' 2 1/2' 90 9' -8" 8' -3' 2 3/4" 2 1/2" 95 9' -5" 8' -O' 2 3/4" 2 1/2' 100 9' -2' 7' -8' 2 3/4' 2 1/2' 105 9' -0' 7' -4" 2 3/4' 2' 110 8' - 9' 7' - 0" 2 3/4' 2' 115 8' - 7' 6' - 8' 2 3/4' 2' 120 8' -5" 6' -5' 2 3/4' 2' 125 8' -3' 6' -2' 2 3/4' 2' 130 8' -1' 5' -11' 2 3/4" 2' 135 7' -10" 5' -8' 2 1/4' 2' 140 7' -6' 5' -6' 2 1/4' 2' 145 7' -J" 5' -4' 2 1/4' 2' 150 7' -O" 5 2 1/4' 2' 155 6' -10' 4 2 1/4' 2' 160 6' -7' 4' -10' 2 1/4' 2' 165 6' -5' 4' -8' 2 1/4' 2' 170 6' -2' 4' -6' 2 1/4' 2' 175 6' -0' 4' -5' 2 1/4' 2' 180 5' -10' 4' -3' 2 1/4' 2' 185 5' -8' 4' -2' 2 1/4' 2' 190 5' -7' 4 2 1/4' 2" 195 5' -5' 3 2 1/4' 2' 200 5' -3" 3' -10' 2 1/4' 2' 205 5' -2" 3' -9" 2 1/4' 2' 210 5' -0' J' -8' 2 1/4' 2' 215 4' -11' 3' -7' 2 1/4' 2' 220 4' -9' 3' -6" 2 1/4' 2' 225 4' -8" 3' -5' 2 1/4' 2' 230 4' -7' 3' -4' 2 1/4" 2' MAXIMUM DESIGN LOAD 'W' (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (70 MASONRY) SHUTTER SPAN SHUTTER SPAN 5' -0' OR LESS 5' -O' TO B' -e' e' -6• TO HNC. ALLOWED 5' -0' OR LESS 5'-0' TO e' -e' e' -e' 10 MAX. ALLOWED FROM 40.0 TO 60.0 9 9 9 9 8 4.5 9 9 9 9 9 6.5 g g g g g 9 FROM >60.0 TO 75.0 9 9 9 9 4 3 9 9 9 9 5.5 5 9 9 9 9 8.5 6.5 FROM >75.0 TO 90.0 9 8.5 8.5 9 - - 9 8.5 8.5 9 4 4 9 9 9 9 5.5 5.5 FROM >90.0 TO 120.0 9 7.5 7.5 4.5 - - 9 7.5 7.5 6.5 .35 - 9 9 9 9 5 - FROM >120.0 TO 170.0 8 8 - - - - 8 8 - J.5 3.5 - 9 9 - 5 5 - FROM >170.0 TO 230.0 8 8 - - - - 8 8 - 3.5 3.5 - 9 9 - 5 5 - MAXIMUM DESIGN LOAD 'W' (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5' -0' OR LESS 5' -0' TO 6' -8' e' -6' TO MAX. ALLOWED 5' - 0' OR LESS 5' TO B' - e' -6' TO MAX. ALLOWED FROM 40.0 TO 60.0 9 9 9 9 9 4.5 9 9 9 9 9 6.5 9 9 9 9 9 9 FROM >60.0 TO 75.0 9 9 9 9 6 3.5 9 9 9 9 8.5 5.5 9 9 9 9 9 7.5 FROM >75.0 TO 90.0 9 9 9 9 4 .3 9 9 g 9 5.5 4.5 9 9 9 9 9 6.5 FROM >90.0 TO 120.0 9 7.5 7.5 7 - - 9 7.5 7.5 9 3.5 3.5 g g 9 9 5 5 FROM >120.0 TO 170.0 9 7 - 3 - - 9 7 - 4.5 3 - g 9 - 6.5 4.5 - FROM > 170.0 TO 230.0 7 7 - - - - 7 7 - 3 3 - 9 g - 4.5 4.5 - MAXIMUM DESIGN LOAD '1N' (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5'-0' OR LESS 5' -0' To e' -e• e' -e' TO MAX. AL LowED 5' -0' OR LESS 5'-0' TO 8' -e' e' -6' TO MAX. ALLOWED FROM 40.0 TO 60.0 9 9 9 9 9 6.5 9 9 9 9 9 9 9 9 9 9 9 9 FROM >60.0 TO 75.0 9 9 9 9 7.5 6 9 9 9 9 9 8.5 9 9 9 9 9 9 FROM >75.0 TO 90.0 9 9 9 9 6 5.5 9 9 9 9 9 8 9 9 9 9 9 9 . FROM >90.0 TO 120.0 • 9 • 9 9 8 4.5 4.5 9 9 9 9 7 7 9 9 9 9 9 9 FROM > 120.0 TO 170.0 9 9 - 5 4.5 - 9 9 - 8 6.5 - g g - g 9 _ FROM > 170.0 TO 230.0 9 9 - 4.5 4.5 - 9 9 - 6.5 6.5 - 9 9 - 9 9 - MAXIMUM DESIGN LOAD W (p, FLOOR /CEIUNG MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) SHUTTER SPAN 5' -0' OR LESS 5'-0' TO e' -6' II 40 I 1' io e .86 3.0" 2 1/2" .75 .r 9 9 8.5 FROM 9 9 9 40.07060.0 9 9 9 9 9 8 FROM 9 9 8 >60.0 TO 75.0 9 9 9 9 8 7 FROM 9 8.5 7.5 >75.0 TO 90.0 9 9 9 9 6 6 FROM 9 6.5 6.5 >90.0 TO 120.0 9 9 9 7.5 6 - FROM 7.5 6 - >120.0 TO 170.0 9 8.5 - 6 6 - FROM 6 6 - > 170.0 TO 230.0 8.5 8.5 - + MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2"). FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ANCHOR MIN. SPACING ACTUAL E. D. FACTOR CALK -IN 3000 psi. (MIN.) CONCRETE 3" .86 3.0" 2 1/2" .75 .r 2" .50 ANCHORS TYPE ANCHOR MIN. SPACING TAPCON OR MAXI -SET TAPCONS 3.0" CALK -IN 3000 psi. (MIN.) CONCRETE 2.5" CRETE -FLEX SS4 3350 psi. (MIN.) CONCRETE 3.0" MAXIMUM DESIGN PRESSURE RATING " W " ( s l eND CORRECD^MDING MAXIMUM S "L" SCHEDULE, (VAUD FOR SECTIONS , 81, 82, C & _ I ON SHEET 2 & 3). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCE 7 -B8 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY OUAUFY AND NEED NOT TO BE CHECKED. MAXIMUM DESIGN PRESSURE RATING 'W' (p.a.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE + ( VAUD FOR SECTION A ON SHEET 2). MAXIMUM DESIGN PRESSURE RATING "IM' (p.e.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS C1 ON SHEET 3). • FOR SHUTTERS INSTALLED WITHIN THE F1RST 30' -0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. •• FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. MAXIMUM DESIGN PRESSURE RA11NG "W' (p a f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS 8, 81, 82 ON SHEET 2). OCT 1 MAXIMUM DESIGN PRESSURE RATING 1111' (p.a.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING On.) SCHEDULE + (VAUD FOR SECTION C ON SHEET 3). ANCHORS LEGEND TAPCON OR MAXI -SET TAPCONS CALK-IN CRETE -FLEX SS4 PRODUCT REVISED as complying with the Florida Balding Code Acce No C Z Vi - 1 2- 03 • 0 Ez pira tio u D ate . ' 7 (, ..�...i �• lam/ r „ By Miami D Division uct Control F.B.C.(H.V.H.Z.) /MIAMI -LADE COUNTY 4 5 200 IL ECO I N C . \ W t RSiiH & ENGINEERING COMPANY Maw fmM� wa� 005)871 v 0006)/9 W.LL1EH A 1ILLlt Jr. E FLORIDA tic. / M16) LL/T TESTING & ENGINEERING COMPANY N.M. JEN. Sta. 217, N1M.I4 04RO YS, ft JJ188 PMMaw : (Ja7 71 -1170. Fo.: EB- 0006719 WALTER A. TiLLIT Jr. P. E. LORIDA Lic. , / 44167 PERFOMANCE SYSTEM 1 ACCORDION SHUTTER FLORIDA STORM PANELS et ACCORDION , 1AV 14475 N.W. 26th AVE OPALOCV1. fL JJ054 OCSCINTION DA it I.Y. we am 1r OW 01 -O.. 0/14/02 .1 AS SHOWN SCALE 10/14/02 DATE 02 -481 DRAWING No SHEET 5 OF 6 1/4' I x J" LONG G SCREWS 0 6' 0. C. posiiir 10 EXISTING 400 PENETRATION / 14xJ'S S AWIL S 41. /8" W� 0x7 � NYLON BUSHING (Typ. Lam, TOP & 8077GJ) TOP & BOTTOM) " Ill 10000 HEADER 1 � REWIRED SEE SCHEDULE 0 FOR Min. S27'ARATION ALTERNATIVE 1 I II ry n STUD • 24 0. C. M4I . REWIRED. 000 REWIRED SEE SCHEDULE FOR Min. SEPARATION 14x3 /4 "S. S. t. L/.S •6'0. C. A / I I I AS I TII Ir A# si c. I LITCIA l f V ALTERNATIVE 5 1/4 0 x J' LONG __LAG SCREWS 0 6' 0. C W/ 1 1/2' MM. PENETRATION TO EXISTING WOOD HEADER • BUSHING (TOP /BOTTOM) 1' x 4' x / 8' (M/n.) 6063 -75 Nunn. TUBE (Cont.) W/ (2 1/4 • x 5' LAG SCREWS 0 EACH S7UID (N04 0171 OF STUD) AND W/ 2' Min. PE7E7RA71oN INTO EXIS711VG STUD. 1/4' 0 -20 S S. 80L7S W/ NUT & WASHER 0 9' 0.0. j 14x3'SSSM.S w/ 7/16' 0 x 7/8' LONG NYLON BUSHING I G F4 (Typ. TOP d BOTTOM) 1 14x2'S S. S. M. S (Typ. TOP & BOTTOM) ALTERNATIVE 6 WALL MOUNTING INSTALLAT ION !OFFSET) SECTION A SCALE 1/4 .•1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS WOOD HEADER REWIRED SEE SCHEDULE FOR MM. SEPARATION ALTERNATIVE 3 11H 1 W000 STUD 0 24 0. C. MAX. REWIRED. W000 571.10 24 0. C. MAX. REQUIRED. !Mg fa 1,1 1 ‘111111P 1141ffl1 1/4' • x J LONG r _L.AG SCREWS 0 6' 0. C: 1/2 Min. PENETRATION W/ TO 1 EJr WOOD HEADER u Min. 14 x 3/4" S S. M. • 6'0.0. ALTERNATIVE 4 L_ SEE SCHEDULE � MR Min. SEPARATION / 74x3'S S S M. S W/ 7/16' • x 7/8' LONG NYLON BUSHING 0 1 1 �fH ( J S "1 h 2 ha /14 r J /4" SS SACS O 6' 0. C. 1/4" 0 -20 S. S BOLTS W/ NUT & WISHER 0 9" 0. C.OR /74xJ /4'S. S S M. S. 09 0. C. /14z ££ SM.S w/ 7/16 • r 7/8" LONG NYLON BUSHO4 F (T)y. TOP & 807704 it It'll 11 OPTIONAL BUSHING (TOP/BOTTOM) Min. 1/4 0 S S. BOLTS W/ NUT & WISHER 0 9' O. C. OR 114 x 3/4' S S SM.S. 09'0. C. 1' x 4' x 1 (Min.) 6063 -75 Alum. TUBE ((Coot) W// (2) 1/4" • x 5" LAC SCREWS • EACH STUD (MIDWT07H OF STUD) AND W/ 2 Min. PENETRATION INTO EXISTING STUD. /14x2 "SS S M. S. I. OPTIONAL at �BUSHI/HA; MIn. / 14x "S S S M.S(Typ. TOP & BOTTOM) /14 x J /4" SS S.M.S. O 12' 0. G 1/4 0 -20 S S BOLTS W/ NUT & WASHER 0 9' 0. C. OR /14 x J /4' S S SALS09'0. C 1 x 4' x 1 8" (Min.) 6063 -T5 Alum. TUBE (Cont.) W/ (2) 1/4' 0 x 5' LAC SCREWS 0 EACH STUD (M/DWT07Ti OF STUD) AND W/ 2' Min. PENETRATION INTO EXISTING STUD. f S 14 x J /4' S M. S 06'0.C. SEE SCHEDULE 1- FOR kiln. SEPARATION ALTERNATIVE 1 WOOD TRUSSES OR RAFTER 0 24' 0. G REQUIRED t' r 4' x 1/8' (Ytn.) 6063 -75 Num. 1j/ w/ (2) 5/16' axe LONG LAG SCREWS TO EACH RAFTER OR TRIM LOCATE SCREWS AT M101MOTH OF (2 Mh. NOMINAL 407774) W/ 2' Min. PENETRATION. / 14 x J' S S S M. S w/ 7/16' 0 x 7/8' LONG NYLON BUSHING (Typ. TOP & BOTTOM) / 14 x 2'S S S M. S (Typ. TOP & BOTTOM) •SEE SCHEDULE 1- FOR Mh. SEPARATION 1 /4 - 0 LAG SCREWS W/1 1/2' Min. -• 0 9 0. C. ALTERNATIVE 2 OCT 1. 5 2002 OPTIONAL (TOP/BOTTOM) /14xJ /4'S S S M. S. 0 12' 0. G 2' x 6' WOOD DECK REQUIRED (NO FINISH ALLOWED) PERFOMANC£ SYSTEM 1 ACCORDION SHUTTER FLORIDA 570 1111 PANELS A[ ACC RD10 $ INC 14475 N.W. 261h AVE OPALOCKA. FL. 330.54 WPC Arlf. 10/74/011 x l WW". W° I 0(0 01 -081 .45 SHOWN SCALE 70/74/02 DATE 02-481 DRAWING No NETT 6 OF 6 WALL MOUNTING INSTALLATION (OFFSET) SECTION B SCALE 1/4'=1" 111111 WN.L/FLOONP /CEIUNG MOUNTING SECTIONS CAN BE COMBINED IN ANY War TO SUIT ANY INSTALLATION. ACHES : 1. INSTALLATIONS ARE ONLY VAUD FUR INSTALLATIONS W1177 DESIGN WIND LOADS LESS THAN OR EQUAL TO 75 p.x.I. AND 9' -0' Max. SHLR7ER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: 4000 MEMBERS TO BE SOUTHERN PINE No. Z W/ SPECIFIC DE7VSRY OF 0.55 OR EQUAL. IL O I N C T1LUT TESTING R ENGINEERING COMPANY JQ SL Ste. 217, NRC041 Gu�E7 FL 33188 (305)871 -1530 . For : (307)871 -1531 EB- 0006719 WALTER A 71LLIT Jr. P. E. FLORIDA Lic. / 44167 1/4" • LAC SCREWS w/1 1/2" Min. PENETRATION 0 6" 0. C. x SEE SCHEDULE r- FOR Min. SEPARATION ALTERNATIVE 3 a ji OPTIONAL 8(5/010 ?' x 6' 4000 DECK REWIRED (NO FINISH ALLOWED) PRODUCT REVISED as complying with the Florida: Bidding Code Acceptance No 0 2 - / t 03 0 Expi tioo Date By Miami Da roduct Control Division 06 F.B.C.(H.V.H.Z.) /MLAMl -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION 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: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. 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 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- 1120.02 Expiration Date: 01/23/2008 Approval Date: 01/23/2003 Page 1 1 PeODUCT r1ARKN( (LO CATION OPTIONAL) 1 --1.181 . - BACK -20 x 3 4' 5.5. STUD D • 0.125' TYP. -11315' I 22ga: t =0229' f GALVANIZED 1312' I � 1.181' -1 L .181.-- 12500' PANEL COVERAGE 14.438' PANEL LENGTH O STOW. PANEL 0.150' MIN 0 MAX O STUDDED ANGLE O BUILDOUT /CLOSURE ANGLE GENERAL NOTES: 0.125' TYP. L . } 1.00' MIN. 5000 MAX. 1. TH15 SHUTTER SYSTEM HAS BEEN DESIG -NED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND PROTOCOLS 7A5 201 FOR LARGE MISSILE IMPACT, TA5 202 FOR UNIFORM STATIC AIR PRESSURE AND TA5 203 FOR CYCLIC WIND LOADING. 2. NO 333. INCREASE IN ALLOWABLE STRESS H45 SEEN USED IN THE DESIGN OF THE ANCHOR SPACING- TABLES. [Liar '. POSITIVE AND NEGATIVE'DESIGN PRESSURES TO BE USFD WITH THFSF MRAI:IIM, --5 AJJALL I=. t• ET�_a - !!! - QED =..- OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOvERNING CODE. WHEN ASCE 1 -98 15 USED TO CALCULATE PRE55URE5 FOR USE URTN 714I5 PRODUCT. THE USE OF A DIRECTIONALITY FACTOR Kd = 065 15 ALLOWED. 4. THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL SITE SPECIFIC DOCUMENTS 70 55 USED IN CONJUNCTIO'1 WITH 1H15 DOCUMENT. B. PERMIT HOLDER SHALL VERIFY THE ADEdUACY OF T1-15 EXISTING STRJCTUR_ TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL BE 22ga STEEL (GALVANIZED TT:!CKNE55 t =0 .025' MIN) CONFORMING TO ASTM A653, STRUCTURAL OJALITY, C-RADE 80, G.50 GALv. COATING WITH A MIN. F..52.0 K51. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. UN.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE MARKING PER PANEL 45 FOLLOWS: FLORIDA STORM PANELS, INC. OPA- LOCKA, FLORIDA MIAMI -DADS COUNTY PROD. CONTROL A!- T'r• OVED 8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO T:45 MA)dMUM 5PAM5 A).0 LOADS 51-1O1IN ON THESE DRAWINGS. REFERENCE CONSTRJCTION TESTING CORPORATION (CTC), OF MIAMI. FL. TEST REPORT N. 07 -041. 10. TOP 1 BOTTOM DETAILS SHOWN MAY 55 INT_RcHANC-ED 45 FIELD CONDITIONS DICTATE. PANELS MAY 55 MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR MOUNTING CONDITIONS INCLUDING- 'H' OR 'U' HEADERS. 11. ALL BOLTS 1 WASHERS SHALL 55 ZINC COATED. C-ALVANIZED OR STAINLESS STEEL WITH 4 MINIMUM! TENSILE STR_NC - 0= 6C K51. -1 1315' r- PRODUCT MAIMING (LOCATION OPTIONAL) k' ROLL eAoc 1312' 18ga TYP r (t 02516' O STEEL. jTh.ALV GRADE 50) L I I .00' MIN. 5.000' MAX. (DJ-RAN CLOSURE 120 2.043' 11-12.15* 0:093 0.015 d1 1 0.0(03 Tn 263' I- I.931' -I 13 TOP 'H' TRACK 1 4 -20 5S. SIDEWALK OR MACHINE BOLT t WASHERED WING - NUT • 24' O.C. TYP. l8 GA. GALV. STEEL BENT PLATE (0.0418' 8M. THK) OR 2'x2'x.125' 6063 -76 ALUM. ANGLE BUILD -CUT DISTANCE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. 7.062' 0262' 1 -0250' 1-1.181'-I 11 HEADER I -i 4' MAX. CORNER CLOSURE DETAIL 0262' TYP 0350' F 025m' ^0 50' 0.250' 0.565' 0.085' 0.565' IO WA51 -IERED WINGNUT (ZAr1AC 3 ALLOY) 2.061' 0.063' 1.935' m a r � 0253' I. - - �t. - 0293' 14 BOTTOM 'H' TRACK ANGLE MAY VARY 1200' OVERLAP. EXISTING WINDOW `o ALUM. ANGLE ® OR J - PAN CLOSURE PIECE ® (555 DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED FASTENER • 45' O.C. FOR DE51GN LOADS LE55 THAN OR EQUAL TO Slpsf (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GR=ATER TI.:AN 81psf, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS • 10' O.G. ILD -OUT MOUNT CLOSURE DETAIL 0.063' O U' HEADER 0.125' MAX MAY, 2.00' MIN. 49 0.063' OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO 1.5 TIMES BUILD -OUT DISTANCE (2001 FBC SECT. 2413.13) c,..\ KEYHOLE WASHER GAL V. STEEL GRADE SO (USE t5 OPTIONAL, REQUIRED ONLT FOR USE WITH TRUSS MEAD N(bJORS J CALK -N) 15 TOP 'U' TRACK 1.000' o 3315' MAX. - 0315' 0315* -1 D.189' -TI! 0090' $ n 0'0 0.4 -r TYP 032 0. 1200' O BUILD -0j11 F' TRACK 80.158' 80301' V 1.000' 0.150' t . 0 .015' MIN. 025' MAX. EXIST. CONC. HOLLOW BLOCK OR WOOD FRAMING. FRANK L. BEMJ4RDO, P. • PE0046545 O U z _ Z w � z W Z W Z m Z ° ( zz W a/ 7 • Q 3 w 0388' 9 [ 0215' 0.191' 0.6 r0.6S5' TYP 0.093' ---II- 1 ��m.m9s• TYP. O 'F' TRACK 12 HEADER END CAP 1150' DEEP TYPICAL 5313' 1 r 0.'53' i T 1931' 1 0263' 4 0063' a1 i n1 `f i 1 5313' 1 L.0.093' 16 BOTTOM 'U' TRACK ErI5TING CONCRETE. HOLLOW 9LOCK OR WOOD FRAMING O WALL MOUNT CLOSURE DETAIL N.T.S. EMc>,ED TRAP MOUNT CLOSURE DETAIL N.T.S. BOTTOM MOUNT (COIN ALUM. ANGLE ® J - PAN CLOSU PIECE ® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED. 0500' OVERLAP MINIMUM FASTENER • 15' O.C. FOR DESIGN LGADS } LESS THAN OR EQUAL TO Elpsf (SEE i ANCHOR 5CHEDULE ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN 81p5!. USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS • 40 O.C. WIDTH UNLIMITED (PER.. TO PANEL SPAN) TOP MOUNT (CCNNTYPE AS REOD) IO ItTT� TYP. SECTNS OPTIONAL 1 440 STITCH BOLTS WITH WASHERED WINGNUTS FASTENED • OVERLAPS • MIDSPAN (USE APPROPRIATE IIIIIIIll SPAN TABLE) PLAN VIEW Rolser \ I 1 TYPE AS REOD) .4 TYPICAL MOUNT ELEVATION N.TS. TOP MOUNT (COt'N TYPE AS REOD) 1- BOTTOM rIOTNT GO AN TYPE AS R 025' MAX It EXISTING CONCRETE. HOLLOW BLOCK OR u�OD FRAMING LAST PANEL T P ANE BEFORE OBSTIa1CTICN- OVERLAP i. MAX GAP \ TOP . eoTr DE AT / arl - 03,5• F101 EDGE D15T. PANEL ABOVE OBSTRUCTION a 1'IQM B OTTOM E T A (CONN TYPE J ^ 6 AS REDD) 1 1 I I /J' oBSTRaICnoN/ OCAr r . j - AY VAR,) o u a � PANEL BELOW 12 0 OBSTROCTICH TOP MOLNT (COW TYPE AS RECD) RE VISIONS DE SCRIPTION COUNTY OC,YENT5 SUEET: OF LI, DATE v2ro3 SCALE: 3' _ ' DRAUN 5Y: CL G � r - RINI .:ATE: 11/15/01 Dl1Y 02 -566 - TYP. PANEL OVERLAP OPTIONAL 1/4,40 STITCH BOLTS WITH W45NERED WNGNUTS FASTENED • OVERLAPS • MIDSPAN (USE APPROPRIATE SPAN TABLE) B TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION O NT S. Approved as complying with the Florida B+ti ing C o 0 3 Dste O I ht?tJR rte, - I l2Q • �_ Miami Dillt Product CcntrE; Di\7sio' / E;) v, c LLI N Q O Q - 0 V i- VI (NI W CV CD Positive Load (psf) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' 10' -7" 6' - 0" 2.75" 1.22" 30 8' - 8" 2.75" 194" 39 10' - 5" 3.00" 3.00" 9' -8" 9' - 8" 2.75" 125" 35 6 2.75" 2.10" 50 8' - 10" 3.00" 3.00" 8'- 5" boo io Eo Er) 2.75" , 1.29" 40 2.75" 2.26" 8' - 9" 3.00" 3.00" 8' - 3" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" T - 2" 9' - 4" 2.92" 2.92" 50 6' - 0" 2.75" 1.36" 100 8' - 10" 2.75" 2.73" 60 6' - 0" 2.75" , 1.43" 4' - 6" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 Load w (psf) No Stitch Bolts LmAx (ft) Stitch Bolts At Midspan LMMAx (ft) 25 10' -7" 10' -7" 30 10' -5" 10' -5" 35 10' - 0" 10' - 0" 39 9' - 9" 9' -9" 40 9' -8" 9' - 8" 45 9' - 4" 9' - 5" 49 8' -11" 9' -3" 50 8' - 10" 9' - 2" 55 8'- 5" 8'- 11" 58 8' - 2" 8' - 10" 60 8' - 1" 8' - 9" 65 7' - 9" 8' - 3" 70 T -6" T - 8" 72 7' - 4" T - 6" 75 T - 2" T - 2" 80 6' -9" 6' -9" 90 6' - 0" 6' - 0" 100 5' - 4" 5' - 4" 110 4'- 10" 4'- 10" 120 4' - 6" 4' - 6" 130 4' - 1" 4' - 1" • w EXISTING GLAZING EMBED 0 tit w EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE 73 BASED ON TYPE OF STRUCTURE) Ct CCNRgCTION rrp ANCHORS TC BE AT 125' OR 625' OC. (REFERENCE ANCHOR SCHEDULE 73 FOR MAX SPACING). USE REt10VABLE ANCHORS ONLY EDC-E J D IST. EXISTING GLAZING- REQ'D SEPARATION FROM GLA55 (REF. TABLE T2) REQ'D SEPARATION FROM GLASS (REF. TABLE T2) • NTH. %4 TEK SCREW OR 4 4 - 20 MACHINE SCI'`EW . NUT 0 16' O.C. (TYP ALL SM. CONNECTIONS G3 CONNECTION TYPE REFER ANCHOR SCHEDULE 73 FOR MAX. SPACING _ SHORT LEG MAY BE REVERSED TOWARDS NIir THE °FE. 0500' 0.500' EO EO c2 CONNECTION TYPE R X. INFERENCE ANCHO SCHEDULE 73 FOR MA SPACING O BUILD - OUT MOUNT SECTION PITS. EXISTING CONCRTE. HOLLOW BLOCK OR ' '0D FRAMING. SEE ANCHOR SCHED. EASED ON TYPE / OF STRUCTURE J O TRACK/DIRECT MOUNT SECTION 0.25' J w W 0_ O 1-- J W IU U _ X o E O 1/4 -20 X j' 55. MACHINE SC 0 05' OG. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTU1 . x 3 44' 5.5. MACHINE SCREWS 6 12.5' C.C. �C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 73 FOR MAX. SPACING c2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING STUD API(aLE DIRECTIO N MAY BE REYERSED. AS SHDWN 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 73 FOR MAX. SPACING OPTIONAL BUILDOUT MOUNT ING CONFIGURAT IONS (AT HEADER OR SILL) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING GLAZING O nT.5. Q E XISTING GLAZING L w EMBED. EMBED. READ SEPARATION FROM GLASS (REF. TABLE T2) WALL MOUNT SECTION N.T.S. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTU .. EMBED LEG DIR. MAY BE REVERSED '/4 -20 x MACHINE SC 6 123' C.C. 1 C_ IL INC /FLOOR MOUNT SECTION EXISTING: CONCRTE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED CN TYPE OF STRUCTURE. r 0.500' " r0250' 025', O AX J w W 0a O r J W at W _ 0 o Z E 025' J '0 MAX. C3 CONNECTION TYPE R NCE ANCHOR SCHEDULE 73 FOR MAX. SPACING 025' '4 - 20 X 3 4' S.5. MACHINE SCREW W/ WINGNUT •125' O.C c2 CONNECTION T'A'PE REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING .4 CONNEf TICAd TY PE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING CA CONNECTION TYPE REFER ANCHOR SCHEDULE 73 FOR MAX. SPACING MAXIMUM ALLOWABLE SPAN SCHEDULE SPAN SCHEDULE NOTES: TABLE T2 NOTES: 1. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE 5TOR1 PANEL SPAN_ SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE. DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACC:7745LE, OT.-■EFauit UBE NEXT HIGHER LOAD. EXISTING GLAZING EXISTING WOOD TRUSSES 0 24' O.C. MAX. RECD SE PARATION FROM GLASS (REEF. TABLE T2) O K TRUSS MOUNT SECTION PITS. EXISTING CONCRETE. HOLLOW BLOCK DR WOOD FRAMING-. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. 1 EXISTING GLAZING OFF5E7 WALL MOUNT SECTION O N.T.S MINIMUM SEPARATION 0 I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWADLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE 15 REQUIRED FOR USE WITIr POSITIVE LOADS ONLY. 2. INTERPOLATION 5FTU•FN I 0 r'S I5 ACCEPTABLE. OTHERWISE USE NEXT HIG-IJER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO 50TTOM TRUSS CHORDS W/ (3)'..'x2' EMBED LAG SCREWS 0 EACH TRJSS (34' 0.0 MAX) __. - 4'xli2'x0.041E' MIN STEEL TUBE 'U' HEADER TO ROLLED STEEL TUBE W/ CENTER LAG (A5 DESCRIBED ABOVE) e TRUSSES 1 •14 531.5 TO PLATE a ■• O.C. BETWEEN TRUSSES Lrnax r 8' - 0' (MAX SPAN) MAX DESIGN LOAD = ±60 p5( EMBED - ALUM OR GALV STEEL SPACER, AS REQ'D. EXTERIOR WALL FINIS.', PROTRUDING FROM MOUNTING SURFACE CI CONNECTION TYPE ANCHORS TO BE AT 125' OR 625' O.C. ( REFE 'ANCHOR SC:IEDULE T. FOR MAX. SPACING). USE REMOVABLE ANCHORS ONLY FRANK L. 5ENNA .PS.00 D 'ASCRIPTION �pV1TY .h h Z 0 L Q Q� Qi m m 0 � CO 200 RE VISIONS 0 U w w z z W 11 9 3 DATE In/03 SCALE: 3 I' DRAWN 5Y: CL CHECK. E PPCINi )ATP: 11/15/02 DU1C� •: 02 -865 -111 5i -iEET: 2 OF 4 0 0 W W z W Q LL c E W ■ PENETRATION OR EMBED. d) wo T EXISTING GLAZING EXISTING CONCITE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE CF STR.ICTUI� E XISTING GLAZING or„, A Z A II REO'D GLASS SEP. DI5T. (SEE TABLE T2 FOR MINIMUM) M WALL MOUNT SECTION WALL r1ONT TRACKS. N.T.S. OR WOOD FRAMINC, SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTU 1365' C$ CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX. SPACING REG'D GLASS SEP. DIST. (5EE TABLE T2 FOR MINIMUM) 1365' Cl CONN TYPE REF, ANCHOR SCHED. T4 FOR MAX. SPACING O HEADER/SILL MOUNT SECTION n TRAP MO.NT TRACKS ON ANGLE. N.T.S. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. C5 CONNECTION TYPE REFERENCE ANCHOR SCI -BDULE 74 FOR MAX. SPACING 0500 0500' 9 X Ce CONNECTION TYPE R ANCHOR SCHEDULE 74 FOR MAX. SPACING. LEG MAY BE BENT TO 30de9 MAX X LIN l J W Z J Q 5 z E m tu Lit Q N , f) 1 LEG MAY BE BENT 70 30Oec MAX EXISTING GLAZING OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS Ex15TING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. N CEILING/FLOOR MOUNT SECTION TRAP MOUNT TRACKS. PENETRATION OR EMBED. '3d w o O•0 GLASS SEP. DI5T. EXISTING (SEE TABLE T2 GLAZING FOR MINIMUM) EXISTING CONCR=_7E. HOLLOW BLOCK ' OR WOOD 0 O FRA.1ING. SEE ' ANCHOR SCHED. / EASED ON TYPE 1 OF STRUCTURE e DIREC T WALL MOUNT SECTION e.OTTOM DIRECT WALL 1'TC.NT (REF. DETAIL •S' P.I T S. Cl CONNECTION TYP I FE NCE ANCHOR SCHEDULE 14 FOR MAX. SPACING `EXISTING CONCRETE. HOLLOW /EXISTING OR WOOD FRAMING. GEC /1w1/'l.lf C C, LICfI G A ON TYPE OF STRICTURE. CS CONNECTION TYPE RE =RENCE ANCHOR SCHEDULE 74 FOR MAX SPACING 0500' 1.00' MAX S1 Q co X a E O 0 J Z x 4) W J a X V CONNECTION TYPE REFER ANCHOR SCHEDULE T4 FOR MAX. SPACING FASTEN EACH PANEL ADJACENT TO LAST PANEL S BOTTOM W/ (2) ELCO FANELMATES (1) POWER5 CALK -IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. O Q HEADER TRACK. ISOMETRIC TOP TRACK, NTS. CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK (I) HEADER END CAP END W/ (2).14 5M5 TO TRACK 0)815' --{ 0b25' 1 r L 0.51 m j OPTIONAL PLASTIC KNOB (son USE oa. •TU I thOE .CwT PEES! OPTION A: (3)'.' ELCO FANELMATES AT BOTTOM OF ADJACENT PANEL ADJACENT PANEL TYP 12.5' COVERAGE , USE TOP 'H' -TRACK OR 1 /, TOP 1J' -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON-STRUCTURAL, SEE ' DETAIL TO LEFT) 1'x030' PERFORA AT MIDSPAN FOR WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS —'H'- HEAD =R c TOP, PER DETAIL a I 6' MAX r TYPICAL 6' MAX TYPICAL O PT. 4: ?'x ?• MAX NOTCH IN LAST PANEL AROUND WINGNUT G O DIRECT WALL MOUNT EXTERIOR ELEVATION BOTTOM DIR CT WALL ^TC.WT (R=1. DETAIL •P'), N'S. TYPICAL OVERLAP R SILL TRACK ISOMETRIC BOTTOM TRACK, N.TS. LAST PANEL MOUNTED FROM INSIDE OF BLDG (2)'. -20 SS. STITCH BOLTS W/ WINGNUTS EACH SIDE OF LAST PANEL ADJACENT PANEL (I) 1'x2'x0.052'x1 ANGLE c END W/ (2) 94 5(15 TO TRACK OFT. E.: (!) 1 . - 20 POWERS CALK -IN, CLOSEST TO LAST PANEL (NO NOTCH RECD) BOTTOM 'H' TRACK OR BOTTOM •1) TRACK (FASTEN TO STRUCTURE PER DETAILS M. N 10 10 LEFT) Approved as cotxpi inc r ith U:e OPTION 5: (2) 1 4' ELCO PANEL MATES AT 5oTTOM OF ADJACENT PANELS DESCRIPTION Cp,RT CQ':'1E.'S SCAL DRAWN U Z - 1 - W � Z > m 0_ S tL E _ice Florida E in C > Q N Date hl VS vo O U NOM n .- I I 0L f-- 0 Miami D11de Prodect Coitro: Division in r -,, L REVISIONS CL DW ': 0: -86E -Ili SHEET: OF 4 0 Z W W z z 111 iO LL r (U DATE • No . -___, 1/4" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 39 45 55 39 45 55 65 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.2" 7.5" 5.2" 3.4" % jjj / %%- ; 15.5" 13.4" 11.0" 9.7" 9.7" HOLLOW.CONC B 1/4 "x7/8" EMBED 4.9" 39 16.0" 16.0" 12.4" 16.0" ALL - POINTS SOLID -SET 5.0" 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap (Ib) = 358 LEAD SHIELD ANCHOR * 65 10.5" 16.0" 4.4" 15.9" Vcap (lb) = 249 65 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 -1/4" EMBED 8.9" 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 8.0" 45 16.0" 16.0" 4.8" 12.6" 6.9" * 55 10.3" 16.0" 3.2" 10.3" Trap (Ib) = 204.75 3.6" 65 6.0" 13.7" //7 9.1" Vcap (Ib) = 233.50 Vcap (Ib) = 198.50 72 4.7" 12.4" ,% y 9.1" -___, 1/4" HOLLOW CONC BLOCK x 1 -1/4" EMBED ELCO TAPCON 39 45 55 12.6" 10.9" 8.9" 8.2" 7.1" 5.8" 8.0" 6.9" 5.7" 5.2" 4.5" 3.7" Tcap (Ib) = 174.00 65 7.5" 4.9" 5.0" 3.3" Vcap (Ib) = 318.00 72 6.8" 4.5" 5.0" 3.3" 1/4 "x7 /8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL - POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE IM Q_7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (Ib) = 201.50 65 . 6.7" I 4.8" 4.4" . 1 3.2" Vcap (Ib) = 198.50 72 6.1" 4.3" 4.4" 3 2" ANCHOR SPACING SCI- IEDULE. 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 39 49 58 72 130 1/4 "x7/8" EMBED ALL - POINTS SOLID -SET LEAD SHIELD ANCHOR * Tcap (Ib) = 358 Vcap (Ib) = 249 39 49 58 72 130 12.5" 16.0 ". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3 ". 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.5" 7.8" 9.9" 6.25" 12.3" 5.2" 7.7" 6.25" 10.4" 4.0" 6.5" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.7' 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 8.8" 8.3" 12.5" 16.0" 6.2" 6.6" 12.5" 15.9" •5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED ELCO PANELMATE Tcap (Ib) = 204.75 Vcap (Ib) = 233.50 39 49 58 72 130 ANCHOR NOTES: 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11:8" 5.1" 6.2" 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" 1 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1 " 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 1. SPANS AND LOADS SHOJN HERE ARE FOR DETERitNING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCI-EDULE BASED ON THE EX1ST!NC- STRUCTURE MATERIAL . 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATiv` DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EOLIAL TO SHUTTER SPA"'& 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL E-_ INSTALLED IN ACCORDANCE WITH MANUFACTUR =_RS' RECOMMENDATIONS. 5. WHERE EXISTING- STRJCTUf 15 WOOD FRAMING, EXISTING- CONDITIONS MAY VARY. FiELD VERIFY Ti = ASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCI-1OR SPACING SCNEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 1/4" x 2" THREAD 39 PENETR LAG SCREW 45 55 65 72 Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 65 72 Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 16.0" 14.2" 11.7' 10.3" 10.3" 6. WHERE LAG SCREWS FASTEN T;i NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING-). WOOD STUD SHALL SE 'SOUTHERN PINE' G=9SS OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. T. * DESiGN."..TES R LE ANC( - 40R&, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIQNS. E, MACHINE SCREWS SHALL HAVE MINIMUM OF 1 %' ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AN EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FIN15H_5. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR St SCNEDULE T 5 (INSIDE MOUNT PANELS, TRAP MOUNT) f0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 * 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5:3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approved z compi;•iT w11. tt:c Florida 13ai og Co Data 23 2-0 NOAH G lJ" • 0 Miami Dade P Co:.trot ! DMA ' • LL.i By 0_ pw O w Z Z Z W z J ~ J Z � Q 0 1 IL Z 0 0 U m U Z W W Z z W 1 LL 3 3 3 O u w w z z w m LL z J w w FRANK L. 13ENNARDO. PE. ".PE0046549 Z 03 REVISIONS DESCRIPTION! DATE CG...: Ca -MtTS I Vro3 SCALP: NT 5. DR.4 LN EY: CL GH -GAD oY: FLE - PR1R; E A1c: 1VI8 /02 DU) ": 0J2- 868 -III : SHEET , LEI 4 OF 4 4441 NORTH DIXIE 1-1161-111JAY OW CONC BLOCK 2.0" EDGE DISTANCE 2.5" EDGE DIST. ANCHOR EXIST. STRUCT, • ANCHOR • LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE SPANS UP TO 8.67 ft CONN TYPE C5 C6 C5 C6 CONCRETE 1/4" x 1 -3/4" EMBED . 45 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 15.2" 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 9.2" 55 16.0" 16.0" 7.5" 16.0" Tcap (Ib) = 483.00 8.5" 65 14.2" 16.0" 6.0" 16.0" Vcap (lb) = 475.00 10.8" 72 11.0" 16.0" 6.0" 16.0" 1/4 "x7/8" EMBED LEAD SHIELD ANCHOR * 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 65 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 11.6" 65 12.6" 16.0" 5.3" 16.0" Vcap (Ib) = 429 8.9" 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 5.2" 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE Vcap (lb) = 282.50 45 16.0" 16.0" 8.8" 16.0" MN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Tcap (Ib) = 372.00 10.3" 65 11.0" 16.0" 4.6" 16.0" Vcap (ib) = 565.00 . 16.0" 72 8.5" 16.0" 4.6" 16.0" ANCHOR SPACING SCI- IEDULE. 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 39 49 58 72 130 1/4 "x7/8" EMBED ALL - POINTS SOLID -SET LEAD SHIELD ANCHOR * Tcap (Ib) = 358 Vcap (Ib) = 249 39 49 58 72 130 12.5" 16.0 ". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3 ". 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.5" 7.8" 9.9" 6.25" 12.3" 5.2" 7.7" 6.25" 10.4" 4.0" 6.5" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.7' 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 8.8" 8.3" 12.5" 16.0" 6.2" 6.6" 12.5" 15.9" •5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED ELCO PANELMATE Tcap (Ib) = 204.75 Vcap (Ib) = 233.50 39 49 58 72 130 ANCHOR NOTES: 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11:8" 5.1" 6.2" 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" 1 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1 " 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 1. SPANS AND LOADS SHOJN HERE ARE FOR DETERitNING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCI-EDULE BASED ON THE EX1ST!NC- STRUCTURE MATERIAL . 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATiv` DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EOLIAL TO SHUTTER SPA"'& 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL E-_ INSTALLED IN ACCORDANCE WITH MANUFACTUR =_RS' RECOMMENDATIONS. 5. WHERE EXISTING- STRJCTUf 15 WOOD FRAMING, EXISTING- CONDITIONS MAY VARY. FiELD VERIFY Ti = ASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCI-1OR SPACING SCNEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 1/4" x 2" THREAD 39 PENETR LAG SCREW 45 55 65 72 Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 65 72 Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 16.0" 14.2" 11.7' 10.3" 10.3" 6. WHERE LAG SCREWS FASTEN T;i NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING-). WOOD STUD SHALL SE 'SOUTHERN PINE' G=9SS OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. T. * DESiGN."..TES R LE ANC( - 40R&, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIQNS. E, MACHINE SCREWS SHALL HAVE MINIMUM OF 1 %' ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AN EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FIN15H_5. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR St SCNEDULE T 5 (INSIDE MOUNT PANELS, TRAP MOUNT) f0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 * 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5:3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approved z compi;•iT w11. tt:c Florida 13ai og Co Data 23 2-0 NOAH G lJ" • 0 Miami Dade P Co:.trot ! DMA ' • LL.i By 0_ pw O w Z Z Z W z J ~ J Z � Q 0 1 IL Z 0 0 U m U Z W W Z z W 1 LL 3 3 3 O u w w z z w m LL z J w w FRANK L. 13ENNARDO. PE. ".PE0046549 Z 03 REVISIONS DESCRIPTION! DATE CG...: Ca -MtTS I Vro3 SCALP: NT 5. DR.4 LN EY: CL GH -GAD oY: FLE - PR1R; E A1c: 1VI8 /02 DU) ": 0J2- 868 -III : SHEET , LEI 4 OF 4 4441 NORTH DIXIE 1-1161-111JAY OW CONC BLOCK 2.0" EDGE DISTANCE 'EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50ft CONN TYPE C7 C8 SPANS UP TO 8.67 ft CONN TYPE C7 C8 CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL- POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (Ib) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (Ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 8.2" 7.3" 5.2" Tcap (Ib) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (lb) = 282.50 72 _ 8.8" 6.3" 6.4" 4.6" ANCHOR SPACING SCI- IEDULE. 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 39 49 58 72 130 1/4 "x7/8" EMBED ALL - POINTS SOLID -SET LEAD SHIELD ANCHOR * Tcap (Ib) = 358 Vcap (Ib) = 249 39 49 58 72 130 12.5" 16.0 ". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3 ". 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.5" 7.8" 9.9" 6.25" 12.3" 5.2" 7.7" 6.25" 10.4" 4.0" 6.5" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.7' 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 8.8" 8.3" 12.5" 16.0" 6.2" 6.6" 12.5" 15.9" •5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED ELCO PANELMATE Tcap (Ib) = 204.75 Vcap (Ib) = 233.50 39 49 58 72 130 ANCHOR NOTES: 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11:8" 5.1" 6.2" 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" 1 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1 " 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 1. SPANS AND LOADS SHOJN HERE ARE FOR DETERitNING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCI-EDULE BASED ON THE EX1ST!NC- STRUCTURE MATERIAL . 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATiv` DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EOLIAL TO SHUTTER SPA"'& 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL E-_ INSTALLED IN ACCORDANCE WITH MANUFACTUR =_RS' RECOMMENDATIONS. 5. WHERE EXISTING- STRJCTUf 15 WOOD FRAMING, EXISTING- CONDITIONS MAY VARY. FiELD VERIFY Ti = ASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCI-1OR SPACING SCNEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 1/4" x 2" THREAD 39 PENETR LAG SCREW 45 55 65 72 Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 65 72 Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 16.0" 14.2" 11.7' 10.3" 10.3" 6. WHERE LAG SCREWS FASTEN T;i NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING-). WOOD STUD SHALL SE 'SOUTHERN PINE' G=9SS OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. T. * DESiGN."..TES R LE ANC( - 40R&, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIQNS. E, MACHINE SCREWS SHALL HAVE MINIMUM OF 1 %' ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AN EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FIN15H_5. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR St SCNEDULE T 5 (INSIDE MOUNT PANELS, TRAP MOUNT) f0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 * 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5:3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approved z compi;•iT w11. tt:c Florida 13ai og Co Data 23 2-0 NOAH G lJ" • 0 Miami Dade P Co:.trot ! DMA ' • LL.i By 0_ pw O w Z Z Z W z J ~ J Z � Q 0 1 IL Z 0 0 U m U Z W W Z z W 1 LL 3 3 3 O u w w z z w m LL z J w w FRANK L. 13ENNARDO. PE. ".PE0046549 Z 03 REVISIONS DESCRIPTION! DATE CG...: Ca -MtTS I Vro3 SCALP: NT 5. DR.4 LN EY: CL GH -GAD oY: FLE - PR1R; E A1c: 1VI8 /02 DU) ": 0J2- 868 -III : SHEET , LEI 4 OF 4 4441 NORTH DIXIE 1-1161-111JAY OW CONC BLOCK 2.5" EDGE DISTANCE 1/4" x 2" THREAD U u ~ 3 cc R N ANCHOR 12.5" LOAD (psf) SPANS UP TO 5.50ft CONN TYPE C4 SPANS UP TO 8.67 CONN TYPE ft C4 SPANS UP TO 10.67 CONN TYPE ft C4 C1 C2 C3 C1 C2 C3 C1 C2 C3 6.0" 1/4" x 1 -3/4" EMBED 16.0" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" 16.0" ELCO TAPCON 3.2" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" 2 (MIN 3320 PSI CONC) 16.0" 6.0" / 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" 16.0" 6.0" Tcap (Ib) = 483.00 #14 x 1 -1/2" THREAD 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" PENETR. WOOD SCREW Vcap (Ib)= 475.00 49 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" IL/ 1/4 "x7 /8" EMBED 16.0" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" w ALL - POINTS SOLID -SET 4.1" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" v LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" Z Tcap (Ib)= 428 8.1" 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" Ov Vcap (Ib)= 429 10.6 ".,4.0" 5.2" 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 10.3" 3.8" 5.0" 1/4" x 2" EMBED Tcap (Ib) = 231.50 39 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" Vcap (Ib) = 232.50 ELCO PANELMATE 130 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CoNC) * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" Tcap (Ib) = 372.00 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" Vcap (lb) = 565.00 130 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.7' 9.6" ANCHOR SPACING SCI- IEDULE. 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 39 49 58 72 130 1/4 "x7/8" EMBED ALL - POINTS SOLID -SET LEAD SHIELD ANCHOR * Tcap (Ib) = 358 Vcap (Ib) = 249 39 49 58 72 130 12.5" 16.0 ". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3 ". 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.5" 7.8" 9.9" 6.25" 12.3" 5.2" 7.7" 6.25" 10.4" 4.0" 6.5" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.7' 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 8.8" 8.3" 12.5" 16.0" 6.2" 6.6" 12.5" 15.9" •5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED ELCO PANELMATE Tcap (Ib) = 204.75 Vcap (Ib) = 233.50 39 49 58 72 130 ANCHOR NOTES: 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11:8" 5.1" 6.2" 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" 1 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1 " 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 1. SPANS AND LOADS SHOJN HERE ARE FOR DETERitNING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCI-EDULE BASED ON THE EX1ST!NC- STRUCTURE MATERIAL . 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATiv` DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EOLIAL TO SHUTTER SPA"'& 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL E-_ INSTALLED IN ACCORDANCE WITH MANUFACTUR =_RS' RECOMMENDATIONS. 5. WHERE EXISTING- STRJCTUf 15 WOOD FRAMING, EXISTING- CONDITIONS MAY VARY. FiELD VERIFY Ti = ASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCI-1OR SPACING SCNEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 1/4" x 2" THREAD 39 PENETR LAG SCREW 45 55 65 72 Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 65 72 Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 16.0" 14.2" 11.7' 10.3" 10.3" 6. WHERE LAG SCREWS FASTEN T;i NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING-). WOOD STUD SHALL SE 'SOUTHERN PINE' G=9SS OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. T. * DESiGN."..TES R LE ANC( - 40R&, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIQNS. E, MACHINE SCREWS SHALL HAVE MINIMUM OF 1 %' ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AN EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FIN15H_5. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR St SCNEDULE T 5 (INSIDE MOUNT PANELS, TRAP MOUNT) f0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 * 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5:3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approved z compi;•iT w11. tt:c Florida 13ai og Co Data 23 2-0 NOAH G lJ" • 0 Miami Dade P Co:.trot ! DMA ' • LL.i By 0_ pw O w Z Z Z W z J ~ J Z � Q 0 1 IL Z 0 0 U m U Z W W Z z W 1 LL 3 3 3 O u w w z z w m LL z J w w FRANK L. 13ENNARDO. PE. ".PE0046549 Z 03 REVISIONS DESCRIPTION! DATE CG...: Ca -MtTS I Vro3 SCALP: NT 5. DR.4 LN EY: CL GH -GAD oY: FLE - PR1R; E A1c: 1VI8 /02 DU) ": 0J2- 868 -III : SHEET , LEI 4 OF 4 4441 NORTH DIXIE 1-1161-111JAY OW CONC BLOCK 0.75" EDGE DISTANCE 1/4" x 2" THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" PENETR. LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1" 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" Tcap (Ib) = 359.53 72 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6 0 2 12.5" 16.0" 6.0" / Vcap (ib) = 82.97 130 12.5" 16.0" 6.0" /% 12.5" 16.0" 6.0' %/ % �Y'. 12.5" 16.0" 6.0" #14 x 1 -1/2" THREAD 39 ' 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" o PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2' 5.6" 3.8" 625" 10.7" 4.1" 3.1" O 58 12.5" 16.0" 9.3" 5.1" 6.25" 11.2" 4.3" 3.2" 6.25" 10.4" 3.9" ''''! Tcap (Ib) = 234.00 72 12.5" 14.2" 6.3 4.1" 6.25" 10.4" 3.9" /% /j, 6.25" 10.4" 3.9" ice/ Vcap (Ib) = 96.74 130 6.25" 10.4" 3.9" f 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" / ��j 7/16" x 518" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 625" 10.6 ".,4.0" 5.2" 1/4 -20 SCREW * 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25 ". 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Vcap (Ib) = 232.50 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" . 6.25" 10.3" 3.8" 5.0" ANCHOR SPACING SCI- IEDULE. 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 39 49 58 72 130 1/4 "x7/8" EMBED ALL - POINTS SOLID -SET LEAD SHIELD ANCHOR * Tcap (Ib) = 358 Vcap (Ib) = 249 39 49 58 72 130 12.5" 16.0 ". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3 ". 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.5" 7.8" 9.9" 6.25" 12.3" 5.2" 7.7" 6.25" 10.4" 4.0" 6.5" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.7' 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 8.8" 8.3" 12.5" 16.0" 6.2" 6.6" 12.5" 15.9" •5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED ELCO PANELMATE Tcap (Ib) = 204.75 Vcap (Ib) = 233.50 39 49 58 72 130 ANCHOR NOTES: 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11:8" 5.1" 6.2" 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" 1 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1 " 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 1. SPANS AND LOADS SHOJN HERE ARE FOR DETERitNING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCI-EDULE BASED ON THE EX1ST!NC- STRUCTURE MATERIAL . 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATiv` DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EOLIAL TO SHUTTER SPA"'& 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL E-_ INSTALLED IN ACCORDANCE WITH MANUFACTUR =_RS' RECOMMENDATIONS. 5. WHERE EXISTING- STRJCTUf 15 WOOD FRAMING, EXISTING- CONDITIONS MAY VARY. FiELD VERIFY Ti = ASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCI-1OR SPACING SCNEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0 1/4" x 2" THREAD 39 PENETR LAG SCREW 45 55 65 72 Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 65 72 Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 16.0" 14.2" 11.7' 10.3" 10.3" 6. WHERE LAG SCREWS FASTEN T;i NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING-). WOOD STUD SHALL SE 'SOUTHERN PINE' G=9SS OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. T. * DESiGN."..TES R LE ANC( - 40R&, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIQNS. E, MACHINE SCREWS SHALL HAVE MINIMUM OF 1 %' ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AN EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FIN15H_5. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR St SCNEDULE T 5 (INSIDE MOUNT PANELS, TRAP MOUNT) f0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 * 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5:3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approved z compi;•iT w11. tt:c Florida 13ai og Co Data 23 2-0 NOAH G lJ" • 0 Miami Dade P Co:.trot ! DMA ' • LL.i By 0_ pw O w Z Z Z W z J ~ J Z � Q 0 1 IL Z 0 0 U m U Z W W Z z W 1 LL 3 3 3 O u w w z z w m LL z J w w FRANK L. 13ENNARDO. PE. ".PE0046549 Z 03 REVISIONS DESCRIPTION! DATE CG...: Ca -MtTS I Vro3 SCALP: NT 5. DR.4 LN EY: CL GH -GAD oY: FLE - PR1R; E A1c: 1VI8 /02 DU) ": 0J2- 868 -III : SHEET , LEI 4 OF 4 4441 NORTH DIXIE 1-1161-111JAY OW CONC BLOCK NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.51 ° TAX FOLIO NO. STATE OF FLORIDA. COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: /57 Alm 1 2se 111111111111 1 1111111111111111111111111111 1111 CFN 20O5RO3O9815 OR Bk 23217 Pa 1185; (1P9) RECORDED 03/30/2005 11:00:40 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 3. Owners) name and addres / Interest in property: /� � Name and address of fee simple titleholder: I� /1 l�S� '�" I �t 1 / SAQ$ I n�t 4. Contractor's name and address: / // 2 / 7 /p r( e // /( 373/6 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whoni notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to r eceive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. E diff ira on date this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a rent date i; • 4 4t ed) Arm ArMb_ Sign Print Owner's Name S*17- Sworn to and subscribed before me this day of , 20 _. e f� f Notary Public / Print Notary's Name /aPCI tt- A My commission expires: 123.01 -52 PAGE 4 8/02 ��.w Marla A Salesaf • • My Commission DD218068 „ „dr Expires June 01 2007 OirairE OFFIZ3[ `a,= irCF6TACE IN REevf'gRyf.vthrr el , led n this office on a �Y Cl ma oay-of WI T/slE , ( / ' my hand ©na Official S al 20 d3 NAfiv W,N, C - 3 � C oun Cowls Prepared by, eN) D l b € E Addres • / ;) J k MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed stata.,,ent ut Isle plans and specifications herewith submitted (or the build ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida. and nII provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iuilding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at budding during progress of the work. c.3 ..... .. . _ . ,19. Z6 Owner's Name and Address ""C�� 12... Q � 2 1 . — No... /.0 Street._..3 .. E... ,[. ? . 4!... f . Registered Architect and /or &ngincer It.. ft• fet•t.,. »ntrwr , et Name and address of licensed contractor &.- Q Q 41e° ... . .ao ... Location and legal description of lot to be built on: Lot Block Subdivision n ,............___ Street and Number where work is to be done 10 f? G . <2_... oC ,, _ n .. , :t , 6 , .;.._... ». __... ..__. �. State work to be done and purpose of building (by floors) ,L L a• i _ .q..) (1 - ..___ t ul -Aeth ._�a.l ru t �Q...�.. oQ,U STATE OF FLORIDA, 1 COUNTY OF DADE. SS ' Disapproved � .. _ .._.... Date. _. ( Signed) ng Inspector qo0- Date..---..--. New Building Remodeling To be constructed of Kind of foundation . Roof Covering Estimate Total cost of improvements $ Addition and for no other purpose. Amount of Permit s.. L . S._.Q.. D. C and who, being by me first duly sworn, upon oath deposes and says that he of the above described construction, that he has carefully read the foregoing therein by him stated are true.. t 1 Permit No.. a/ $'4 Date 4. Q .. ..Q... :..Y.„D...._._ Read, PLANNING BOARD Repairs No. of Stories _ Zone cubage required ,..........._.._...Plan Cubage Distance .to next ne.uest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All noti:es with reference to the building and its construction may be sent to.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of !abut under the Frond:► Workmen's Compensation Act, being Section 596f, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- cnntractors employed by him in the work to be performed under this permit; and will post or cause to be posted f. inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such bcontractors, on work to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks.. (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ......._....y►.' '' is the. YY) Q/A- application and that he did sign the ., and that all facts orn to and Subscribed before me. to me Notary Public, State of Florida °UKt�. `�iAit 'h OR DA 4 iAKLt My Commission E ' C RY OMMi'SSTt7ttrEVIll5' 't-2 --"' &KW THIU GENERAL t NS . UNDERWRITERS Chairman _ Member Member Memb:r Member .. .. Member _ Council Approved Date Disapproved ell known, Date NOTE: A charge of $1.00 will be made for making corrections or clumps to this application after approval has been obtained faun the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials anti /or workmanship.