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WS-07-375
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/06/2007 Inspector: Grande, Claudio Owner: PEREZ, FELIPE Job Address: 735 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)758 -6056 Parcel Number 1132060141990 Lot: Building Department Comments 8 OPENINGS ACCORDION SHUTTERS " 0 6 2007 C) Passed (1/ Inspector Comments CREATED AS REINSPECTION FOR INSP- 41428. No one home , no permit left for inspection. 4/2/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, April 3, 2007 Page 2 of 2 Miami Shores Village Building Department 10050. NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PERMIT #; C�,U� •5 . RECEIPT DATE: NContractor Owner ❑ Architect Picked u sets of plans an (other)CNd Address: ctieks+ . From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: X fret PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: 2 BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Villageliz-- Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Vv J aster Permit No. Permit Type (circle): Building Electrical � Plumbing Mechanical Roofing Owner's Name (Fee Simple` �' ; -° �t der) � � (,� \`(ti's ci Phone # 365 750- 670 Owner's Address t36 Nti. q4-141. l " City VVI. I PoiVl,t :171,0- state fl 331.3g Tenant/Lessee Name Zip Phone!# Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES X35 N E ct 44-iq d" County Miami -Dade Zip 33(3Y NO to Contractor's Company Name ret toe, Per?z. Contractor's Address 6G l 146 (1-Inoue, Phone # c30 7 5g 400 56 City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition Describe Work: Phone # Square / inear Footage Of Work: ['Alteration 1 ew ❑ Repair/Replace [' Demolition ** *, *, r***** ** * * * *** ** ***************pees**************************************** * / 49° Submittal Fee $ Permit Fee $ Notary $ . 5 r� Training/Education Fee $ Scanning $ Radon $ 1 LQ DPBR $ CCF $ - 20 CO/CC Technology Fee $ .(SV Zoning $ Bond $ Code Enforcement $ Double Fee $ `\.�) Structural Review. $ Total Fee Now Due $ Z-05. V See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature's Owner or Agent The foregoing instrument was acknowledged before me this day of lib , 20 v t , by Fi( 3i'ft who is personally known to me or who has produced 7�1 rS As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * ***,r*** ** *okapi ** *** sir #**** *& * ** **** * ** *,t*** ***-* r*aY**** **** *** **** * ***** ***t*** * *** *sir** *** **t**** Plans Examiner r r i Engineer Zoning APPLICATION APPROVED BY: (Revised 02/08/06) * * * * ** VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: f � C n OQej`� • DATE: a7 0.7 ADDRESS: _I Q-it) I I''PC'M;L aN94-6. 35135 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 understood the following disclosure statement, which entitles me to work as my own contractor; I further understand:that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It tnay not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction 2. I understand that as ari owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application • 3. :I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. 10 Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed 'company or person. Initial 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can Plumbing, Heating, Air & Roof work on my property the proper permits by licensed contractors. Was acknowledged before me this day of rah By Fell p( r'- ve E not do any Electrical, with out first obtaining Initial ,20 who was personally known to me or who has Produced there License or n tveifs /6 as identification. °: MONICA USSETH DIAZ _., MY COMMISSION # DD 483995 EXPIRES: October 20, 2009 •: %•• Bonded mru Notary Public undenwiters • • • • • • • • • 01) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • **** • • 41—• 1 • • • • • • 7 to • : •••• • 00000000 • •• • • • • • ••• •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • IMOMEVE-. lL FEB 2 7 2O1 BY:-114)- Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: P %. s N 9 &- Permit No. DI 31k---''''''' act Opening 11) Description of Window Product Acceptance Product Approval Opening Design r Rough Opening Shutter Required Mullion Required or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No es / No lei to — EP/ Of; !%3 ( +) PSF () PSF ( +) PSF () PSF xr / .7c cll a Nr 74, y 24r- / '71 4 ow."-- 7 r7 r)-- vl/'/'Yl L aC1Z -V" 711- yv-?.- 7ir 1 --at-if 3 !� y V — GIs. x,. / 'az d.Pf 3 v 4#0 c2ooZ NI d' eels. • • • • ••s• • • . . • •• •• •••..s 0 eels. • • •••s • • •••• •••• • •• • • •sea •• •• 0 s0• •• • • • •eels i • • • s • 0. • ••• • • • •• 0.00• • • • eels••• • • eels••• • • ••••o• • •s••0 •••••• • • •else•. • • ••0000 • Florida Storm Panels • • ii•• • : •• • •• • • • . ,; •. • • .. • • • •..••• • • • • ••• • • .., • ••• • --- • • • 14475 N.W. 26 Avenue • Opa- locka, FL 3'305:1;; (30) 685 -999Q •:(305) 685 -9000 • FAX (305) 685 -7511 • ACCORDION SHUTTER 1RODUCY APPROVAL AUTHp 4ATIL F .OEM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the HPMA / Performance System 1" Aluminum Accordion Shutter under Product Approval number 06- 0105.03 (Previously 02- 1203.01). This letter authorizes ,2- L - to use our HPMA / Performance System 1 "Aluminum Accordion Shutter under number 06- 0105.03 to be used at the following job: Sincerely, Victor V.Cruz President OR Enrique Revilla 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. ••.•• ••• ••• •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • BUILDING CODE COMPLIANCE OFFICE (& GO) • • • • • • • • • PRODUCT CONTROL DIVISION • • • • • • • • • .' • • • • • ••• • • ••• • • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • •• • • • J40 WEST FLAGLER STREET, SUITE 1603 • • • • • MIAMI, FLORIDA 33130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 • ' www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels & Accordions, Inc. • • • • • • • • • • • : • • 14475 N.W. 26 Avenue • . ' •; ; O O • • OPA- LOCKA, Florida 33054 • • • • • • • • • •• • • .• 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: HPMA / " Performance system 1 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 05 -344, titled " Performance System 1 Accordion Shutter sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated November 11, 2005, last revision #1 dated November 11, 2005, signed and sealed by Walter A. Tillit Jr., P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 1203.01 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. 0411/3/2-o®� NOA No 06- 0105.03 Expiration Date: 04/23/2011 Approval Date: 04/13/2006 Page 1 2.474' ® WALL HEADER (8' INVERTED) SGYE : 3/8" - 1, • • ••• • ••.•• • • • • •• •• ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • • • ••• r75 • • • • • • • • • • • e • • • • • • • •• • .591 `-- -.591" 46 FLOOR SILL SCALE : 3/8" - 1' 5.074" - -1..'138" - 1.0433 .068•-• TIP. .075' 14 ht. tot 2.066" ••• -342" 1.109" • • •74" ® CELING HEADER SCALE : J /8" - 1" -.72rL 3.700` THRESHOLD TRACK SCALE : 3/8" - r 4.500" 9 4• 'U, 4 © MALE /FEMALE BLADE SCNE 3/8" - r .125• 5• Max AS APPLICABLE • !)ALUMINUM ANGLE SCALE 3/8' = 7' .125• O80•- -.591" D62" F. 1 .062" { 41 }00. .751 " • -1.149 I I-% I 3.234" V © WALL SILL .080" al 41 a O - 1 i 7 L-- 2.045 " - 1.674" j 3.879• )E ADJUSTABLE SILL ADAPTOR SCALE : 3/8' = 1" 0 MALE /MALE BLADE SCALD vs- ()BRASS NICKEL PLATED PUSH BUTTON LOCK 7.000' Max. AS APPUC48LE © ALUMINUM ANGLE SCALE 3/8• = 1• .313 "0 4.515: 4•61'6 SCALE : 3/8' = 1" f 2.380 "- .500` --1 ;Fl 1.500" )F 90' STARTER SCALE: S /8' _ ,• 0 FLOOR SILL SCALE : 3/8" 1' 1 80' MALE STARTER SCALE 3/8" = f' 0 FEMALE CENTERMATE BLADE SLICE 3/8" - 1" 5/16"-18 S.SM.S n .430 "0 MASTIC KNOB Q LOCKING PIN 5/16">�x1 " S.S.M.S. (OPTIONAL) /PLASTIC KNOB LOCK SCALE 3/8" 1" MALE CENTERMATE BLADE SCALe 3/8' 44 1" 1.718'L 01NTERIOR HANDLE (OPTIONAL) SCALE 3/8" - 1 COMPONENTS GENERAL NOTES: 1. ACCORDION SHUTTER SHOWN ON THIS PRODUCT APPROVAL DOCUMENT HAS BEEN VERIRED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE maximal AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE W ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVER STRESSED. A J3X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS I USED IN THEIR ANALYSIS. HOWEVER. FOR LAG SCREWS INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS - ACCORDION SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE PER us-201. TAS -202, AND TAS -203 AS PER CTL REPORT N' 00 -060. 2, STAINLESS STEEL SHEET METAL SCREWS USED AT LOWER PIN SHALL BE 1 14 x 3 ; 410 -HT MINIMUM SERIES W/ 135.0 ksi YIELD STRENGTH & 180 4s; TENSILE STRENGTH. SCREWS SHALL BE COATED WITH MAN 50D0 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHI7FORD Co, BOX 507. WEST CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHAD. BE 6061 -T6. 6005 -T5 01? 6105 -T5 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy =35.0 ksi. 4. ALL SCREWS TO BE STAIN/ F.SC STEEL 304 OR 316 SERIES W/ 50 ks1 YIELD STRENGTH AND 90 ksi TENSILE STRENGTH DR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. 5. ALL ALUMINUM POP RIVETS 7O BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 6. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEEL WITH 35 ksi MINIMUM MINIMUM YIELD STRENGTH. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE - 1/44 0 TAPCON AND 1/4"0 MAXI -SET TAPCON, AS MANUFACTURED BY LT. W. BLWLDE. - 1/4" 0 CRETE FLEX SS4 ANCHOR& AS MANUFACTURED BY ELCO 7EXIROM - 1/4" 0 x 7/8" CALX -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. ROTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX SS4 ANCHORS INTO CONCRETE IS 1 3/4`. A.2) 7/8' CAU(-114 ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED 1/4" 0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS OR PAVERS BE FOUND ON THE EXISTING WALL FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 & A.2 ABOVE (8) TO LD1SDNG CONCRETE BLOCK WALL.- - 1/4• 0 TAPCON AND 1/411 ,WW -SET TAPCON, AS MANUFACTURED BY LT.W. BURDEN. - 1/4" 0 CRETE FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO TEXTRON. - I/4" 0 x 7/8" CALK -/N ANCHORS AS MANUFACTURE) BY POWERS FASTENERS, INC. NOTES: 13.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX SS4 ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4 ". B.2) 7/8" CALK -W ANCHORS 'SHALL BE ENTIRELY EMBEDDED WT75 THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED 1/4" 0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST AND 1" MINIMUM FOR WALLS WITH NO STUCCO. &.1) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE t 1/4' MINIMUM FOR ANCHORS MENTIONED /N a1.), & 7/8" FOR ANCHORS MENTIONED IN B.2.). ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. & SHUTTERS COMPONENTS ARE PATENT PENDING. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUIILR 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 10. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE CENTERMATE BLADE (COMPONENT H ). ONE LABEL SHALL BE PLACED FOR OPENING. LABEL SHALL READ AS FOLLOWS: 7'ERFOMANCE SYSTEM 1 ACCORDION SHUTTER" FLORKM STORM PANELS AND ACCORDIONS OPA- LOCKA, FLORIDA MIAMI -E>ADE COUNTY PRODUCT CONTROL APPROVED. 11. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FDR A SIZE SPECIFIC PROJECT, i.e. WHERE THE StT£ CONDITONS DEVIATE FROM THE PAD. (0) (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON T}HS PRODUCT APPROVAL PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY Ar SITE' 1S THE CONTRACTORS RESPONSIBILITY. (c) 7H19 PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED: (d) SITE SPECIFIC PROJECTS SHAM BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WWIO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER III THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW: (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. PRODUCE' REVISED Vas complying with the Flo a % Raiding Code Acceptance No�t� Expiration Date Li "Ls od Dad Division 11 att Conti F.B.C. (High Velocity Hurricane Zone PERFORMANCE SYSTEM 1 ACCORDION SHUTTER /1ifliN.\ TILLJT TESTING * ENGINEERING COMPANY 8353 N.W. 38tH. SL Ste. PITS. W 011414 GARDEN$ A. 33168 Mans : (3055871 -1530 . Fox : (305371 -1531 EB- 0006719 WALTER A. 1TLLIT Jr. P. E. FLORIDA Lie. # 44167 STORM PANELS AIM ACCORD 14475 N.W. 26TH AVENUE OPA LOCKA, fLOR 3 4 PF1: (305)685 -9000 FAX�:(305 685 -7511 DRAWN BY: S.M. 11/11/05 DATE RLY. x" stSat rnn+t LUTE Rrf. DESeMPTAIN DALE 05 -344 DRAWING No OLD 01-069 11/11/05 e SHEET 1 OF 6 • • ••. • • • • •• •• - • • • • • POURED CONCRETE • • • • • • • • • CONCRETE ANCHORS • OR CONCRETE • • • • • • • • • f SCHEDULE) WALL REQUIRED SEE SCHEDULE I -- -FOR Mn. SEPARATION TO GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED • • • • . ••. ••• • • • • • • • • : S • • • • ifIL7r16" P x 7//" LONG : i NYLON BUSAlfS ($p. TOP • & BOTTOM) _•• -• • • 114x2 "SS • • •c1)• • TGPi TTOMJ•• • • • • • • 1•• ■ • I I { • • • LJ II 11 11 II Li POURED CONCRETE REQUIRED ir rix 114x3 "S. S S. M. O I� LONG SON "BLJSiU G8, 1 1 (Typ. TOP & BOTTOM) EDGE OF SLAB IF APPLICABLE tl O N 1••1 1� OPTIONAL 1 BUSHING 11 � TOP /BOTTOM) CONCRETE ANCHORS (SEE SCHEDULE) WALL MOUNTING INSTALLATION SECTION A, SCALE : 3/8" = 1" SEE SCHEDULE FOR A. SEPARATION ro GLASS 14x2 "S S. SM.S.(Typ. TOP & BOTTOM) 49 or OPTIONAL BUSHING Ir1]{ TOP OM) J14x3/4 "S S. SM.SO 12" 0. C. ..— EDGE OP SLAB IF APPLICABLE POURED CONCRETE REQUIRED CONCRETE .ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION 8 SCALE : 3/8" = 1" CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) REQUIRED jSEE SCHEDULE FOR Ming. SEPARATION TO GLASS �✓ I OP7IQNAL L_ 1 I— BUSHING u•i h N O S / M. 14xS. 2 (T" ypS.S . TOP & BOTTOM) CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) REQUIRED EDGE OF SLAB IF APPLICABLE 114x3 "S S. S M. S W/ 7/16" 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) POURED CONCRETE CONCRETE ANCHORS REQUIRED (SEE SCHEDULE) or Q EDGE OF SLAB IF APPLICABLE CEILING & FLOOR MOUNTING INSTALLATION SECTION 81 SCALE : 3/8" = 7' SEE SCHEDULE FOR Min. SEPARATION TO GLASS OGE OF SLAB IF APPLICABLE 14x3 "1 S S. M. S. W/ 7/16" 0 x 7/8" LONG NYLON BUSHING F1 1(Typ. TOP & BOTTOM) 1 1 1 iI- 11 II I I\ I1 /14x2" S. S SAL S. (Typ. TOP & BOTTOM) © or OPTIONAL BUSHING TOP /BOTTOM) OF SLAB E APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED PRODUCT REVISED s complying with the Flo1 CEILING & FLOOR Balding Code Acceptance No 6 -O O • I)7 MOUNTING INSTALLATION Expiration D3 SECTION B2 i►!iami Bad redacA�i SCALE : 3/8" = 1' Division F.B.C. (High Velocity Hurricane Zone) /1tE1.\ PERFORMANCE SYSTEM 1 ACCORDION SHUTTER DRAWN BY: S.M. 77LUT TES77NG & ENGINEERING COMPANY 6353 KIN. 3816. St.. Ste. 305, 1RRG1N14 G RO6)d$ !t 33168 Phone : (305)871 - 15.10. Fax : (30:5)871 -1531 EB- 0006719 WALTER A. 71UJT Jr. P. E. FLORIDA Lk. / 44167 ILON A STOW PANELS AND ACCORAVN 14475 N.W. 26111 AVENUE PH.: (305)685 - 990000 FAX.305)845 -7511 11/11/05 DATE REY. Re WEE REV. to DESCRttlax arc OLD 01-069 11/11/05 3 s 05 -344 DRAWING No SHEET 2 OF 6 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) • • ••• • .• •. • • • • •• •. •.. • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • •0• • • • • • • • • • • •1/4" 0 -20 S S. BOLTS • Ip/ NU; it•WASPIPR 0 9'4. C• • • OR V74 x:3 /4• S. M. 51 • • (i ••09 "•C. • • • •• ••• • ••• • • • • • • ••• • 1hMIn.. .• •� • •• ••• . . . . •• • • • • . • • • • • • • • • • • • • • - • •3 "•S• S. S. M. S. W/ 7/16" 0 x Fai 7/8" LONG NYLON BUSHING (Typ. TOP & 1 1 B0770 u SEE SCHEDULE FOR Miin. SEPAR4770N TO GLASS n 11 11 II II a BUSHING TOP/BOTTOM) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) /14x2 "S.S S. M. S. (Typ. TOP & BOTTOM) or - J !NMI pit POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED (S RETE SCHEDULE) ANCHORS Min. 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9' 0. C. OR /14 x 3/4" S M. S. O 9 "0. C. BUILD —OUT INSTALLATION — SECTION C SCALE : 3/8" = 1 " POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SEE SCHEDULE -- -FOR Min SEPARATION TO GLASS 14 x 3" S S. S M. 5 W /7/16 "0x I7/8" LONG NYLON I BUSHING (Typ. TOP de 1 1 BO7T oM) 1\ II 1. 14 x2 "S. S. M. S. (Typ. TOP 1 1 & BOTTOM) II u n II II 11 11 M r J 1 1 BUBUSHING 3 L TOP/BOTTOM) /14 x 3/4" S: M. 5. 0 12" 0. C. CONCRETE ANCHORS (SEE SCHEDULE) • Min, 1/4" 0 -20 S. S. BOLTS • W/ NUT & WASHER 0 9" 0. C. OR /14x3/4 "S. At S. O 9" O. C. BUILD —OUT INSTALLATION — SECTION Cl sc E : 3/8" = 1 " J. /o /5-- (X>q>: e® Q oR or ■ DU +0or ?€t orI Io, SEE NOTES ON SHEET 4 OF 6 FOR LOCKING SPECIFICATIONS TOP / BOTTOM (OPTIONAL) TYPICAL ELEVATION PI. T. S. PRODUCT REV LSE D as complying with the For guiding Code Acceptance No 0 b E pir?ii ®11 lE Maud`. 1V1iA ®i A2ad Division ct Contivi F.B.C. (High Velocity Hurricane Zone) /1itEINC.\ TTLIIT TESTING A. ENGINEERING COMPANY 6355 MW. .16m. St. SM. 305. WPM CAROMS IL 33166 Phone : (305)671 -1530. fox : (305)671 -1531 LB- 0006719 WALTER A. ALLIT Jr. P. E. FLORIDA L7c. / 44167 PERFORMANCE SYSTEM 1 ACCORDION SHUTTER FLORIM STORM PANELS AN ACCA DION4 AI C 14475 N.W. 26711 AVENUE OPA LOCKA FLORIDA 33054 PH.: (305)685 -9000, FAX.:(305)685 -7511 DRAWN BY.• S.M. 11/11/05 DATE REV. x. 241E KY. 13. DESODPITOX 041E 05 -344 DRAWING No 01.0 01-069 :1/11/05 1 2 4 SHEET 3 OF 6 CONCRETE ANCHORS 0 18" 0. C. POURED CONCRETE REQUIRED • • •• •• • • • • • • • • • ••• • • • • • • •• • ••• .• • • • • • • • •• • • ••• • • • ••• • • . • • • ••• • • • • • • -� --a- • • • • • "• • •d ••• • s •_ • •• -r - -- • �••_ • • • _ • • o • • • • 2 • ••• • ••• • Why • • `nc • • • • • ••• • • • • • • • •• ••• •• • • • • • • •• • •• • • OR ©M o f ® aR 3/8': HOLE FOR worm PIN AT — STAGIOAG, POSIU (LOCATION YARa.S) (OPTIONAL) V SECTION 11 SCALE : 3/8" = 1" 2. 0 0 A /�/IL�i . \ 4 SECTION D1 (& MULTIPLE SHUTTERS) SCALE : 3/8" = 1 " O (OPTIC) 2" x 2" x .125" ALUMINUM TUBE 114 x 3/4" S S. 5M.SOR3 /16 "0 Alum. POP RIVETS 9" O. C. (T}p.) 2" x 2 x .125" ALUMINUM TUBE SECTION 4- SCALE : 3/8" = 1" ( OPTOANAL) © or j •a (SEE NOTES) L 0111 AT STACKING POSIWN (=wax laws) POURED CONCRETE REOU/RED CONCRETE ANCHORS 018" 0. C. 114 x 3/4' S. )I. S. 06 3/16 a ALUM. POP RNET09 "O.C. 1x1 OR 1 "x2"0R 1 1 /2 "x 1 1/2" OR 1 1/2' x 2" OR 2" x 2 "OR2 "x3 "OR2 "x 4" OR 2" x 5" x .055" Min. THICK Alum. ANGLE NOTES FOR LOCKING OF n & I 1 —PUSH BOTTOM LOCK ✓ MAY BE USED FOR INSTALLATIONS SECURED FROM T OUTSIDE OR INSIDE OF SHUTTER. WHEN INSTALLING FROM THE OUTSIDE, A 7/8"m HOLE SHALL BE DRILLED AT (H� ANOQJ MUST BE RIVETED FROM ME BACK OF TO T FRONT W/ (2)3/16 "m ALUM. POP RIVETS. A 3 8 Td HOLE MUST THEN BE DRILLED AT ® TO ALLOW FO J PI. TO PASS THRU. WHEN INST NG J)FROM THE INSIDE, of MUST BE RIVETED TO I w /(2)3/I8 0 ALUM. PO RIVETS A 3/8 "0 HOLE OS THEN BE DRILLED TTiRU IH AND tp TO ALLOW FOR `�J" PIN TO PASS THRU. 2- 5/16 "xl" LOCK J MAY BE USED ALTERNATIVELLY TO (J� LOCK FOR INSTALLATI S SECURED FROM THE OUTSIDE OR SIDE I Lk. DRILLED OF O DRILLED SHALL B I / E TAPPED T AC P I B READS NCH SCREW. CONCRETE ANCHORS 0 a ©Ott ©OR m 18" 0. C. POURED CONCRETE REQUIRED 1 "xl "OR 11:2" OR 1 1/2 "x 1 1/2" OR 1 1/2' x 2" OR 2" x 2" OR 2" x 3" OR 2" x 4" OR2 "x 5 "x.055 "Min. THICK Alum. ANGLE ONE SIDED SECTION : END CONNECTION DETAIL 2" x 2" x .125" ALUMINUM TUBE SCALE : 3/8" = 1" (4) 3/16" 0 Num. POP RIVETS 01? 14 x 3/4" S M. 5. ya) OPTIONAL) (OPTIONAL) NOTE : SECTIONS SHOWN CAN BE COMBINED TO SUIT ANY INSTALLATION or Jl (SEE NOTES) 1 "x 1 "x.062" Cont. Alum. ANGLE /14x3/4 "S S. S 1L S. OR 3 18" 0 Alum. POP O 9" O. C. (To.) 1 "x 1 x.062" Cont. Alum. ANGLE (OPTIONAL) SECTION El SCALE : 3/8" = 1" or,! (SEE NOTES) 2" x 2" x .125" OR 3" x 3" x .090" Alum. TUBE POST (6063 -T6 ALLOY) 2 "x2 "x.125 "x TUBES' SIZE Alum. ANGLE (2 REQUIRED) 4444:4 1 "x 1 "x.062' Cont Alum. ANGLE S•10-p EDGE OF SLAB 4' S S CONCRETE /14 x 3/ S M OR 3/16 "0 Num. POP RIVETS 9" 0. 0. (TYA ) } "x 1 "x.062" Cont. Alum. ANGLE SECTION E2 SCALE : 3 /B" - }" FA. ANGLE ISOMETRIC (CORNER POST) (Typ. AT TOP & BOTTOM SLABS) /14 x 3/4" S. M. S. OR 3/16 0 ALUM. POP RIVET 09' 0. C. ALTERNATE CLOSURE DETAIL CONCRETE ANCHORS 09" 0. C. POURED CONCRETE REQUIRED SCALE : 3/8" = 1 PRODUCT REVISED as complying with the Florida iding Code Acceptance No 0 • — • • 03 Expiration Dade 0 AVOW moll iami Dade Division ct control F.B.C. (High Velocity Hurricane Zone) /1itfElN\ C. TKLIT TESTING k ENGINEERING COMPANY 6355 AIM. 36th. SL Ste. 305. AMM CN10ENX FL 35156 Phone : (305) O 671 -1530. For : (005)671 -1531 EB- 0006719 WALTER A. 17LLT Jr. P. E. FLORIDA LTC. 1 44167 PERFORMANCE SYSTEM 1 ACCORDION SHUTTER fL l 51 I PANELS AND ACCODAik$ 14475 MW. 26TH AVENUE OPA LOCIGL FLORID4 33054 PH.: (305)685 -9000 FAX: 305 5 -7511 DRAWN BY.: S.M. 11/11/05 DATE AV. le ac•alrnat 8d6 RLY. Me rnu• 11011 AI76 ©5 -344 DRAWING No OLD 01 -069 11/11/05 r SHEET 4 OF 6 I MUM DESIGN PRESSURE: i�A$II�G . 'co UM DESIGN PRESSURE RATING "W" (p.a.f.) AND MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND . MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + DING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + "W" (p�'� f) AND CARRESPtIQI�I • : (VAUD FOR SECTION A ON SHEET 2). • (VALID FOR SECTIONS B, 81, B2 ON SHEET 2). (VALID FOR SECTION C ON SHEET 3). . . MAXIMUM SPAN "L" SCHEDULE, (VALID FOR SECTIONS A, B, 81, 82, C & C1. ON SHEET 2 & 3. • • . . • • ••• • • • • • •" . • • • • NOTE: "• • • • • i DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIV� PRESSI!1RE • (SUCTION) LOADS. IN ACCORDANCE WITH ASCE 7 -98 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIr PRE6SYRE WILL • • . • • AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHE • • • • • • • •o MAXIMUM DESIGN LOAD MAXIMUM SPAN FOR "L" (lt.) SHUTTER SECTIONS MIttI1j1QM ;Worm • • TO GLASS (m.). • • SHUTTER SPAN ALL SECTIONS "W" (p.81) 8, 81, 82 C &CI A t t< 40 14' -1" 12' -5" 3 " 3" 45 13' -8" I1' -8" .r 3" 50 13' -0" 11' -1" 3" 3" 55 12' -5" 10' -7" 2 3/4" 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'-1" 2 3/4" 2 1/2" 80 10' -3" 8' -9" 2 3/4" 2 1/2" 85 10' -O" 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' -3" 5' -4" 2 1/4" 2" 150 7-0" 5'-1"' 2 1/4" 2" 155 6' -10" 4' -11" 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'-1" 2 1/4" 2" 195 5' -5" 3' -11" 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" 3' -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" • • ••• * FOR SHU lit RS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. *" FOR SHUTTERS INSTALLED ABOVE 30' -O" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SKI' ILN. • • • • MAXIMUM • DESIO"N LOAD : "VI" (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 S'-0" TO 8' -6° 8' -6" TO MAX. ALLOWED 5'-0" OR LESS 5' -0" TO 8' -8' 8' -6" TO MAX. ALLOWED I, •• •• FROM .6;0.0 TO 60.0 I 9 9 9 9 8 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 4 .5 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 3.5 - 9 9 9 9 5 - FROM >120.0 TO 170.0 8 8 - - - - 8 8 - 3.5 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 PRESSURE RATING "V (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS C1 ON SHEET 3). MAXIMUM DESIGN LOAD WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) "W" (p.s.f.) SHUTTER SPAN SHUTTER SPAN .75 5'-0" OR LESS 5' -O TO 8'-5" 8' -8` TO MAX. ALLOWED 5' -0" OR LESS 5'-0" TO 8' -6" 8' -8" TO MAX. ALLOWED 9 9 9 9 9 9 4.5 FROM 40.0 TO 60.0 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 9 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 9 9 9 9 5 5 FROM > 120.0 TO 170.0 9 7 - 3 - - 9 7 - 4.5 3 - 9 9 - 6.5 4.5 - FROM > 170.0 TO 230.0 7 7 - - - - 7 7 - 3 3 - 9 9 - 4.5 4.5 - MAXIMUM DESIGN LOAD "W" (p.s.f.) FLOOR /CEILING MOUNTING INSTALLATION' TOP OR BOTTOM (TO CONCRETE) SHUTTER SPAN 5' -0' OR LESS 5'-O" TO 8'-6" 8' -6" TO MAX, ALLOWED .75 9 9 8.5 FROM 9 9 9 40.0 TO 60.0 9 9 9 9 9 9 9 8 FROM 9 9 8 >60.0 TO 75.0 9 9 9 9 9 9 8 7 FROM >75.0 TO 90.0 9 8.5 7.5 9 9 9 9 9 9 6 6 FROM 9 6.5 6.5 >90.0 TO 120.0 9 9 9 9 7.5 6 - FROM 7.5 6 - > 120.0 TO 170.0 9 8.5 - FROM >90.0 TO 120.0 6 6 - FROM 6 6 - > 170.0 TO 230.0 8.5 8.5 - + MAXIMUM ANCHOR SPACINGS ARE VAUD 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. ACTUAL E. D. FACTOR 3" .86 2 1/2" .75 2" .50 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 8' -6" 8'-6" TO MAX. ALLOWED 5' -0' OR LESS 5' -O TO 8' -6` 8' -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 - 9 9 - 9 9 - FROM > 170.0 TO 230.0 9 9 - 4.5 4.5 - 9 9 - 6.5 6.5 - 9 9 _ 9 9 _ ANCHORS LEGEND 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" TAPCON OR MAXI -SET TAPCONS CALK-IN CRETE -FLEX SS4 PRODUCT REVISED 88 complying with the Florida Bidding Code Acceptance NoO • Expiration. Dste .. Sr" By I LrWI iF: Miami Dade ' ci Con' Division F.B.C. (High Velocity Hurricane Zone) /1tWINC.\ TILL IT TESTING * ENGINEERING COMPANY 8.155 N.W. .3 *. St Ste 3423, WIGM44 CAREEN£ R..U1$8 Phone : 005)871 -1550. Fer : {005)871 -15M E9- 0006719 WALTER A. I7WT Jr P. E. FLORIDA Lk # 44167 PERFORMANCE SYSTEM 1 ACCORDION SHUTTER DRAWN BY. S.M. FLORIDA Slid PANELS Alf) ACC 14475 N.W. 26T1i At'EMI/E OP) c5-90 FL FAX( 5)68 P11.: 3D5)685 -9600 FAX :(.45)685 -751 T 11/11/05 DATE REY Ms trxRr»at OAlr trrr. w DATE 05 -344 DRAWING No otn o1-o8v 1 t /11/05 r 2 SHEET 5 OF 6 V4' 0 LAG SCREWS . • • • • • O6 "O.C.W /11/2'• • • • Min. THREADED PENETRATION • • TO EXISTNG W000 HEADF;t • • • ••• ••• •• •• ••• • • • • • • ••• • • • • • • • • • • • • •• 14 x 3" S. S. S M. S. W/ 7/16" _ I x•P 4" iLYIVG • • • • n NYAON•eU!EIIP QYp! • • • • TO B:BOM) • • • • p..9 SM.S(Typ. TOP & BOTTOM) 1/4' 0 LAG SCREWS 06 "O. C. W/ 1/2" Min. THREADED PENETRATION r0 EXISTING WOOD HEADER. t ' Min. • • • • • • • • • • • • • • • 16 •• ••• ••• • • • • •• • • • •• • • • • • • • • • • • ••• WOOD HEADER REQUIRED SEE SCHEDULE x--FOR Min. SEPARATION TO GLASS ALTERNATIVE 1 or ALTERNATIVE 2 1/4" 0 LAG SCREWS 6 0. C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. 1/4" 0 -20 S S BOLTS W/ NUT do WASHER 0 9' O.C. • Min.— / 14x3 "S S S M. S W/ 7/18" 0 x 7/8" LONG NYLON BUSHING (Typ. TOP de BOTTOM) WOOD HEADER SEE SCHEDULE FOR Min. SEPARATION TO GLASS ALTERNATIVE 5 /14x2 "SS S. ALS. (Typ.TOP & BOTTOM) • • • •• • •• 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" 0. C. OR /14 x 3/4' S AI. S 09" 0. C. /14x3 "SS S M. S. W/ 7/16" 0 x 7/8" I LONG NYLON BUSHING A 9 (Typ . TOP &BOTTOM) 1 ALTERNATIVE 3 REOUI� SEE SCHEDULE FOR Mtn. SEPARA TO GLASS / 14x2 "S. S S. M. S. (7)D. TOP & BOTTOM) / —e'er 2'x 4" WOOD PLATE REQUIRED Mn: 1/4' 0 -20 S S BOLTS W/ NUT & WASHER O 9' 0. C. OR /14 x 3/4" S M.S. 09 "0. C. 1/4" LAG SCREWS ® 6" 0.0. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD PLATE OPTIONAL BUSHING (TOP/BOTTOM) ALTERNATIVE 4 / 14x3'S. S. S. M. 5. W/ 7/16" x 7/8" LONG NYLON BUSHING SEE SCHEDULE FOR MTO Ft TtQ 14 x 2" S'S S M. S 21e 4" WOOD PLATE REQUIRED. OPTIONAL BUSHING /14 x 3/4' SS SACS Aa 12 "0. C. 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" O. C. OR /14 x 3/4' S. M. S. 0 9' 0. C. 1/4' LAG SCREWS 0 6" O.Q W/ 1 1/2" Min. THIt£AGF.D PENETRATTOR TO DCSTING WOOD PLATE. ALTERNATIVE 6 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A SCALE: 1/4 =1 " INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 14 x 3/4' S. M. I. 06 "0 SEE SCHEDULE FOR A6n. SEPARA TO GLASS WOOD TRUSSES ORRAFIER0 24° 0. C. REQUIRED 1' x 4' x 1/8' (Min.) / (3) 5 16 0jx4" LONG � LAG TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIDN9DTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL $001H) W/ 2 1/2" Min. THREADED PENETRATION. 1 14x3'S. S S M. S W/ 7/16" 0 x 7/8' LONG NYLON BUSHING (Typ. r0P & BOTTOM) A14 14x2'S. S. S. M. S (Typ. TOP k BOTTOM) — •r ALTERNATIVE 1 tSEE SCHEDULE FOR Mn. SEPARATION TO GLASS 1/4" 0 x 1 1/2" LAG SCREWS 0 4' O. C. W/1 1/2' A6n. TNREAOE PENETRATION TO EXISTING WOOD DECK. 1/4' 0 x 1 1/2' LAG SCREWS 0 4' 0. C W/1 1/2" Mint PENETRATION 70 EXISTING WOOD DECK ALTE NATIVE 2 OPTIONAL (TOP /BOTTOM) /14 r .7/4' 12' 0. G 2' x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) SCHEDULE ro • ALTERNATIVE 3 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS 8 SCALE 1/4%41' NOTE : WALL/ FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS KM DESIG/V WIND LOADS LESS THAN OR EQUAL TO 75 p.s.f. A141 9' -0" Max. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. OPTIONAL BUSHING 2" x 6' WOOD DECK REQUIRED (NO FINISH ALLOWED) PRODUCT REVISED as complying %ilit the Florida Balding Cade Acceptance f o 0%— Expiration Dace M • tat Iy :€ =,t€as t Con Division F.B.C. (High Velocity Hurricane Zone) /ThiEINC.\ miff TrsrogG dr ENGINEERING COMPANY PERFORMANCE SYSTEM 1 ACCORDION SHUTTER DRAWN BY:: S.M. 6355 N.W. 3MN. St., Ste. 305, madxa 01711674 FL 33168 Phone : (305)871 -15.70 . Fox : (305)871 -7531 EB- 0006719 WALTER A. 77LLIT Jr. P. E. FLORIDA Lk. 44167 ILO NA STORM PANELS AM ACCORD104 14475 N.W. 26111 AVENUE AX 05PH.: (305)685-9000 3)685 -7511 11/11/05 DATE REV. x. LNTE they >a. memrmw DATE 05 -344 DRAWING No 0..0 01 -069 11/11/05 s s 4 SHEET 6 OF 6