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WS-08-1138Project Address 1215 NE 97 Street Miami Shores, FL 33138- Owner Information DONALD KAFKA Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Contractor(s) HOME OWNER Phone Cell Phone 'errtit A', $ on: S it FiROV Expiration: 01/18/2009 Parcel Number 1132050090380 Block: Lot: Phone Valuation: Total Sq Feet: $ 2,000.00 0 1215 NE 97 Street MIAMI SHORES FL 33138 -0000 305 - 733 -7274 Type of Work: SHUTTERS No of Openings: 5 Additional Info: ACCORDION IMPACT Classification: Residential rft? AUG 0 4 MIAMI SHORES VILLAGE Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $150.00 $9.00 $3.75 $164.35 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Tuesday, July 22, 2008 Applicant DONALD KAFKA Available Inspections : Cell Inspection Type: Shutter Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. July 22, 2008 Date 1 REPLACEMENT OF 5 ACCORDION SHUTTERS Passed g Cg 1( 6 Inspector Comments cc PLEASE IN THE AFTERNOON Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08/11/2008 Inspector: Grande, Claudio Owner: KAFKA, DONALD Job Address: 1215 97 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Thursday, August 7, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters U mewiessir Phone Number 305 - 733 -7274 Parcel Number 1132050090380 Lot: Page 1 of 2 ‘12Abic Ket fcti. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Job Address (where the work is being done) City Miami Shores Village Contractor's Company Name Type of Work: DAddition Submittal Fee $ Notary $ Scanning $ Bond $ Structural Review. $ Miami Shores VillagipgmEWEI Building DePartmenii JUN 1.8 2COB 10050 N.E.2nd Avenue, Miami Shores,: Florida 331gy _4 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Ti a older) � Phone # O "� 2 ' ' 2 Owneir's Address /a / 5 i 9 / SI • 3os 332- 1%1 City = Z Sta Zip 33/3r A:2/5 46 97 F. [lob ow County Miami -Dade Phone # Permit No.W O 115 " Master Permit No. Zip 33138 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ oc d ® Square / Linear Footage Of Work: [New 211epair/Replace ❑ Demolition � — 3 CCF $ I • 3 CO /CC /� �C / Technology Fee $ •'S Radon $ DPBR $ Zoning $ Permit Fee $ Training/Education Fee $ 0 AU 14 MIAMI SHir - Double Fee $ Total Fee Now Due $ 1 ' •'& 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 ; t be approv d and a rei spection fee will be charged. Signature Sign: Print: Signature Owner or Ag nt Contractor The foreg i ing instrument was acknowledged before me this / The foregoing instrument was acknowledged before me this day of , , 20 0 k by I ' m ii /a id L 4-4 Lt , day of , 20 _ , by who is ersonally 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: My Commission Expir ** ** *e * * * * * * * * * ** * * ' 1 4—i �s � (Revised 07/10/07) APPLICATION APPROVED B1':' NOTARY PUBLIC: Sign: Print: My Commission Expires: e €1 MARGEE CAME : 1A.4tt bl l0*S tAlssfifislidm* * **** ****** ** ******** **• x* *****: x*************:x******** ** Ur CammistbnEa pJ 201 Cammkssioa 1 OD 133331 Plans Examiner Engineer Zoning o Contractor Q, Wner o Architect Picked up 2 sets of plans and (other) Acknowledged by: PERMIT CLEARK INITIAL: Miami Shores Village Building Department RESUBMITTED DATE: 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; W SD — / / .3b' ' DATE: I, Co, t` ((Ai Address: /a/S 44/6: 9 751- / atin t 9- 33 /3 - 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. • PERMIT CLEARK INITIAL: mI4L ff' NAME: VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT I X 71. ei (. t 1 6 L f G L--- DATE: 6' h Y r ADDRESS: 2 c fL' e C-0 � C vit4 . SttAnA4 3 I J .. 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 may 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 cons on Myself. 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatemegt of the permit. Initial Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Was acknowledged before me this / By 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. 071 et ( 4e -Pte, Produced there License or Initial Initial Initial day of , 20 o 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 G w� 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 not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. who was personally known to me or who has as identification. Date: Claudio Grande CBO 305- 795 -2204 Miami Shores Village Building Department Building Critique Sheet Permit No: RC- d $- /138. Job Name: 144 K A-- Page 1 of 1 Provide Design Pressures for all openings to receive witsthemiskirop es hurricane shutters. Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. fr Cot I ri,4) / A) CO Aip lere Oesctvi 4,1), 10050 N.E. 2 " Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 • • ••• • • ••• •• •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • 14 k VAX N • •• • •• s • i • • •%•• Of N � S • __-4 ro • g m 0 0 a 2 z 0 /2/5/ c- q75i- 1141 C1 Vh l 7L- -53Gs .• • • • • ..• • • • • •• .. • • • • • • • • .. ••• • • • • NQ A,l.4 eier 4u/44 fig 4r 2-(/ t 1 •• • . . • • . ••l • /— I /3Xcy 3 - Aid s Aid C 7s- 7 -- ,' g4')(3' /d- 3cPX y1 c 0 IVO ,v0 4 CCoRch6 Sitirree ,, FL a RIDA BUILDING C DE 2004 i - DESIGN WIND L U ADS FIR C IMP I NENTS 8C CLADDING • WALLS AND VERTICAL SURFACES BUILDING WITH A PEAK ROOF HEIGHT <60 FEET> BASIC WIND SPEED = 146 MPH - EXPOSURE °C' - Kd = 0.85 GENERAL NOTES; 1. THESE WIND LOADS ARE FOR USE ON GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION AND ARE NOT APPLICABLE TO ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. TABULATED DESIGN WIND LOADS ARE BASED ON CHAPTER 6 OF ASCE 7-02 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED. A. PEXPOSUREFCATEGOR GREATER N 60 FEET. ..MAXIMUM DESIGN WIND LIADSCPSF) GCpL = +- 0,18(See Note 2G) Meaty ROOF a ra 4 POSITIVE n;.:.. _. CO NEGATIVE ZIEC4) NEGATIVE . - �? > 0 -1 46.5 -50.4 -62.2 B. C. BASIC WdNS • SPEED C'3 SECOND GUST) AS • D! NOTIED.• TIG tE FACTdt';A FOR CATEGORY • • • STRUCTUQfS•4NOT VALID FOR 'ASSEMBLY OCCU- ••••EE.•A EFFEC'rI!/E VINDAA TACCEPTABLE. . � F. ANY RO,SLOPES. • G. ENCLOSURE CLASSIFICATION' GCPI = *- FOR 115 M ALL BUILDING UTEARO ENCLDTI , GLASSIFICATION IS • • DE D TO BE AN 'ENCLOSED BUILDING" BY THE BUILDING IIFI.1Ct4I ARCHITECT, OR BY E •• • • GCP a + -018t FOR U 'ENCLOSED BIIL- • • DING' IDLY IMPACT•RECPSTANCE IS REQUIRED FOR ALL GLAZED OP.E.ItatO.AND THE BUILDING IS OricitMINED TO MCLOSED BUILDING • BY 8141 OGFICWit, ARCHITECT OR EN- • • GINEER. • • • • • • 4i0 9IRECTIpMALTPY FACTOR * AS NETTED TOPOGRAPHIC FACTOR Kzt = 01 FLAT TERRAIN. NOT APPLICABLE FOR HILLY TERRAIN. 3. POSITIVE LOADS SHALL BE BASED ON THE HEIGHT OF INSTAL - LATIONCZ) AND WILL VARY AT DIFFERENT FLOORS. ENTER TABLE AT APPROPRIATE HEIGHT. 4. NEGATIVE LOADS FOR ALL FLOORS SHALL BE BASED ON THE PEAK ROOF HEIGHTCB) OF THE BUILDING OR STRUCTURE. ENTER TABLE AT APPROPRIATE HEIGHT. 5. DESIGH LOADS ARE BASED ON THE EXPOSURE NOTED AND ARE NOT VALID FOR OTHER EXPOSURES. EXPOSURE CATEGORY SHALL BE AS DETERMINED BY BUILDING OFFICIAL OR A SITE SPECIFIC EVALUATION BY AN ARCHITECT OR ENGINEER. 6. LINEAR INTERPOLATION MAY BE USED FOR ALL VALUES BETWEEN TABULATED ELEVATIONS. 7. THESE SCHEDULES REPRESENT AN ACCURATE CALCULATION OF WIND LOADS IN ACCORDANCE WITH THE GENERAL NOTES. 8. THE SCHEDULE SHALL NOT BE MARKED UP OR MODIFIED. 9. WHERE THESE SCHEDULES ARE USED FOR PERMIT THE CONTRAC- TOR AND BUILDING OFFICIAL SHALL VERIFY THE USE IS APPRO- PRIATE FOR A SPECIFIC SITE. 10. THIS DRAING SHALL NO BE USED FOR PERMIT WITHOUT ORIGINAL SIGNATURE. DATE AND EMBOSSED SEAL. 11. g = 107. OF LEAST HORIZONTAL DIMENSION, BUT NOT LESS THAN 3' -0. h = PEAK ROOF HEIGHT IN FEET, OR FOR ROOF SLOPES LESS THAN OR EQUAL TO 10' USE EAVE FIGHT. z = HEIGHT ABOVE GROUND IN FEETCUSE FOR POSITIVE LOAD DETERMINTIIH4). > 15 - 20 49.4 -53.6 -66.1 >20 -25 51.8 -56.1 -69.3 >25 -30 53.8 -58.3 -72.0 >30X40 57.1 -62.0 -76.5 59.9 -65.0 -80.1 >50 62.2 -67.5 -83.3 , h Z 5 ll 4 WALL 5 • \ de ALR CONSULTANT - MECHANICAL AND STRUCTURAL- ALBERT❑ L. RIBAS -P.E. 14452 11341 SW 3RD STREET, MIAMI, FL 33184 - TELEPHONE: (305)480 -5836 sheet 1 of 1 05 -1122 • • ell, JUL t62U8 BY: ••• • • . Calleja's Accordion Shutters, Inc. 940 West 84 Street Hialeah, Fl 33014 Tel: (305) 818 -9984 Fax: (305) 818 -9987 ACCORDION SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM tiding Official: •:•• Veare L e€ounty Notice of Acceptable holder for the HPMA/ "Performance . • • S tem T A uminum Accordion Shutter under Product Approval number • • ;0621.01. • This letter authorizes -WW1 ill IL . L ki-i try eAr , to use our HPMA/ "Performance System 2' Aluminum Accordion Shutters under number 07- 0621.01 to be used at the following job: Sergio Teresa Calleja 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. 1rA cOUN T Y ITANCR OFFICE (BCCO) %y p /.► Ci (NOA) 940 Weer e:Street • lea#; 1Flc�ai PRODUCT CON* SCE: • - :This NOA is ing is .ed under the: applicable rules a id.r�egttlatiOn g-overnnigthe use of construction materials. The documentation st b h a b. een rev by..MiannDade Cgtnuy Product Control. Division and: accepted. by the Board of.tdes :attd ®W arls i($O )'to be:used in 11 Dade County and other areas . v/here-allowed by the Authority Vi g; ksd don-0'a'). .. a • .'& ;s.NOA sl .not bre val1 fir: the exp iration date stated below::. e. /Miami- Bade:. County. Product Control i„vJsion `,, ®� D :citnfty) A ll ' J pp. 41,0 other tin Miaxtn Dade County) reserve the right to • • lioWthis ptoill t, r mtn$ meted for quality uali assurance ,purposis pio4it or material f tu!. perform in • the acotapted' der;; tie a b A , s ' - toter . will moor the .expense �of ,snob *Ong :and the. Am ;moray utiinediately • ;i;ve e, mo ,'dr suspa e e of such product or matenal within the rr Jurisdiction. BORA-ir-'eserves the right • • to ttvoke t'lir's'acceptance, if iutleterinined by Miami -Dade" County Product Control Division that this product or mate$ial faits_ 2 met-the r ®g ', a nts of the applicable. building code ▪ • • its presduc as sc ed her ein,. and; has been des' ed _ ; .. Ap�rot � eonapfy vyittk the I�gh Velocity Hwrrca�ne . g. the�l ida Burl, . �� ee ; o ormai e 2; ►ua►unk Accor �ntter A OVAL ! t a g No 07 -141, titled " Per ice System2;Accordion Shutter :'! , sheets 1 through 6 of 6, prepared b o, :Inc., dated June 08, 2007, :Signe;tfiand sealed by Walter A TTillit Jr,, PP:, on June 12, 2007, 'bea g. t omit Dade _C l odect: Rev ion stamp with the Notice of Acceptance number and the :exp .on d l :thef NYiani Da ie C o mty ProdUctControl Division. MISSILE IM , Large. and �al isstl.,e:I E TC.: AFh-unit l r a.p e nt label with the abturer's pane or logo, city, 'state and the following statement "1 ►ade County Product Control �' APprov °, nnless otherwise noted herein. .RENEWAL of thus N s t be: after a r 4 apphcn has -b filed and there. hs beeuno change in the ode negatively 4#04nitrne.0.40 r ate of this prpduei• TERIISA otf's will occur after the exPnrrtron Age or.' there been a revision or change in the . materials, use, .for iufa tune of the product :ar procesa. iV se tors NOA, as an endorsement of any product, for salmi m or any other purposes sbafiant tr I t p a, : to h NOA:.Failure to comply with any sue. o Un s LRl smell because for termination Ti MEi 'k` number preceded by: di word lid Dade County, Florida, and followed by the expiration da yb di layed in advertising literature., .If:any,p on of the NOA is displayed, it shall be done in its en t'.�..: INSPE and :shaii:iv. This NQA r 1 • MUM:- DECO,FLORIDA . ETRG -DADE pLAOLERDURDING 140 WEST. F GLER_STR STMT.; SUITE 1603 MIAMI, FLORIDA 33130- -1563 (305) 375-2901 FAX ,(305) -375 42908 • entire NOA shall be provided to theme by the manufaccturer;or its distributors tion at the job site at the request of the Bw1dingg. Official. 1 12.03 and consists of this page 1, evidence submitted pages E-1, &E-3 as well as approval 4 pcumei t mentioned above. • The submitted locum tat was reviewed by Helmy- 4. r, P ,.s. io. O74t 2t.0i •duration Date: 0 A pprowil Date: • 09WJO/2001 aged • • • • • .• •••• • • •• • ••••• • • ••••• • • •••. • • • •• • • - 1 • •• • •• 0 2007 HltEi $ !EC1A2l MilfliKAMS A%Sx1 1 T/LLIT ENCINEER/NO .COMPANY 6355 W. 9 Std. A75 VN1 4 4 .QARDEMt 17. 33186 Pbeoa : 1.7 1 15$O F - ' (303)871 -1531 ED- 0005719 WALTER A, DLUT 'Jr. P. E. FLORIDA Uos I9 44167 PERFORMANCE SYSTEM 2 ACCORDION SHUTTER C7LWA'S 4 l I ": SW= Na (H.P.MA j 3) . 940 WEST 84 STREET HUUFAH, FLORIDA 33014 PH: (305) 828 -1213 FAX: (305). 818 -9987 5.74 ant* .324 •• •• • • • • • • •• •• • FIDBR S/EL • • • • • ••• SCALE : 3/8" - 1' • •••• • •• •••• • • • • •• • • ••• • •• 5.099" 4.500' 3,984" 1.028' 1.853' • • • •• • • • • • :1.338" O88" TYP. n r --i R 017(4) 41.g t MALE /FEMAALE. BLADE SCALE 3/8' - 1' . 1-788- 5" Max. AS APPLICABLE- ®ALU. MINUM ANGLE SLICE 3/B .727' • 7.000' Max. AS APPLICABLE Q ALUMINUM ANGLE SCALD 3/8" - 1" - 2.362' - 2.066`- - 1.191 " -t 3.700" THRESHOLD. TRACK SCALE: 3/B' 1" • (2)HOLES FOR 3/161 ALUM. POP RIVETS .083 .875" .080" 1- .±1.344" O BRASS NICKEL PLATED PUSH BUTTON LOCK 2.695' 1.935` --- 1.450' -• -"-.050" 0 •ADJUSTABLE SILL ADAPTOR SCALE: 3/8"= 1` .313" .125" 1 00' .056 COMPONENTS 3172" 1.963 .591 "- 1.167 " - .06CE 1.043• . _ WALL SILL SCALE : 3/8" - 1" /18" SS.MSS .43011 1 -.590 ? 7 F0 1 rl- ,:San1 -1 5/f8 "0x1 ° S "S,M.S. W/PLAC KNOB LOCK 90 l Loso -I 080" ^.751' 1.087' X ® 90• STARTER SCALE .7 /B" 1' 8' MIN. T /1014/2 S S. 77WIIBSCREW .187" .052" .125 LOCKING PIN (OPTIONAL) , sate 3/8' - t • - 2.046 " -. 1.586' 1.273' 125" .710" -1 .015 MCP rc 8.062 / I� FLOOR SILL SCALe:3 /8•- 1" .751' �9 180• MALE • STARTER 9GALE 3/8" e 1" RAT/ JUN 1 2 200? 1. ACCORDION SHUTTER SHOWN ON. THIS PRO,OUCT APPROVAL DOCUMENT HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 200• EDITION OF THE FLORIDA BUILDING CODE W/ 2005 $ 2006 SUPPLEMENTS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVER STRESSED, A 33X. INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS efQL USED IN THEIR ANALYSIS. /10$ FOR LAG SCREWS INTO WOOD, A 1.60 *ID LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. ACCORDION SHUTTERS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1N ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE PER TAS -201, TAS -202, AND TA5 -203 PROTOCOLS AS PER CONSTRUCTION ,tS1ING COMPORATTON LABORATORY REPORT N• 06-0 2. STAINLESS STEEL SWEET METAL SCREWS USED AT LOUVER PIN SHALL BE if 14 x 3 ", 410 -HT MINIMUM SERIES W/ 135.0 ksi YIELD STRENGTH et 180 k61 TENSILE STRENGTH. SCREWS SHALL BE COATED WI171 XYLN 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WH/1FORD Co, BOX 507. WEST CHESTER PA. 19.72 ;. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALLQ" WITH MINIMUM YIELD STRENGTH OF Fy =31.0 k6L 4. ALL SCREWS TO BE STAINLESS. STEEL 304 OR J 16 SERIES W/ 50 ks! YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR (7: RESISTANT COATED CARBON STEEL AS PER 0114 50018. 5. ALL ALUMINUM POP RIVETS TO BE 5 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 6. BOLTS 70 BE GALVANIZED OR STAINLESS STEEL WITH 36 ksi MINIMUM MINIMUM YIELD STRENGTH. 7. ANCHORS TO WALL SKILL BE AS FOLLOWS: (UNLESS O7HER*1SE NOTED) (A) TO EXIS1!,!G POURED CONCRETE; f c PER SCHEDULE ON SHEET .6 1 /e" rs TAPCON OR 1 /4 "• MAX/ - SET TAPCON, AS MANUFACTURED BY LW, BUILD(: 1/4" 0 CRETE FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. 1/4" 0 x 7/8" CAUL - ANCHORS AS MANLIFACIUREO BY POWERS FASTENERS, INC. NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX 554 ANCHORS INTO CONCRETE /5 1 3/4' A.2) 7/8' CNJC -!N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITIEO. 1/4" 0 -20 S.S SCREWS /1SE0 SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO DUST. .4.3) 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 MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES Al & A.2 ABOVE (8) TO EXISTING . CONCRETE BLOCK :WALL: ASTM C -90 BLOCK - 1/4" 0 TAPCON OR 1/4'0 MAXI -SET TAPCON, AS MANUFACTURED URED . BY I.T.W. BUILDEJ - 1/4" 0 CRETE FLEX S54 ANCHORS, AS MANUFACTURED BY . ELCO TEXTRON. - 1/4" • x 7/8" CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, AN0 CRE7E FLEX S54. ANCHORS /1410 THE CONCRETE BLOCK UNIT SHALL BE 1 1/4'. 13.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 SS.9 SCREWS USED SHALL BE .1 1 /2 " LONG MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM F`OR -WALLS WITH 140 STUCCO. 13.3) 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 AS INDICATED ON NOTES 13.1 b: 8.2 ABOVE (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDA77ONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURE$ 8. SHUTTER'S COMPONENTS ARE PATENT PEND/NO. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE; BLOCK OR WOOD FRAME. BU/LD1/405. 10. A PERMANENT SHUTTER •MANUFACTURERS LABEL SHALL BE PLACED ON 171E EXPOSED SURFACE OF THE F)rMALE CENTERMIATE BLADE (COMPONENT 0). ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 1ABEL SHALL READ .45 FOLLOWS: pERf0R14AHEE SYSTEM 2 ACCORDION SHUTTER" CALLEJAS .ACCORDION SHUTTERS, .INC. HIALEV .. FLORIDA MIAMI -DADE COUNTY .PRODUCT .CONTROL APPROVED. 11. N PRODUCT APPROVAL DOCUMENT (P.A.D.)•PREPARED BY MI5 ENGINEER IS GENERIC AND .DOES NOT ,PROVIDE ItirorgiAnom FOR 'A SITE SPECIFIC PROJECT; 1.6. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. PRODUCT REVISED (b) CONTRACTOR '10 BE RESP0NS /BLE POR 171E SELEC170AL PURCHASE AND INSTALLATION INCLUDINQ s rgmD; aafi tke,Floritia LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL ?ROWDED HE /SHE DOES NOT 13 C „.l DEVIATE FROM '7IIE CONI117ONS:bETAILED ON THE DOCUMENT. CONSTRUCTION SAFETY AT SITE IS /:�LeTl. y . „ pz2 . _ 6 Z" THE CONDUCTORS RESPONS/BBJTY. (c) MIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 1;sp€e-gtitTa 0i: "cp BY ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD'(EO.R.) FOR THE PROJECT AND WHO DOA WILL BE RESPONSIBLE FOR THE PROPER LSE. OF TIE P.A.D. ENGINEER. RECORD, ACTING AS $i4+Sdza DELEGATED rNGUNrOt 70 THE PAD. ENGINEER, SHALL. SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (a7 SITE SPECIfO PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR a) THIS P.A.D. SHALL BEAR 714E DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL cINEER THAT PREPARED 1T F.B:C, (High Velocity Hurricane Zone, DRAWN BY:: F.P. 08 /0B /07 DATE 07 -141 DRAWING No SHEET 1 OF • • • •• • • • •• •• • •• • •••• • (sl 30 30 �i1< n ft urec 66� �j n LrT�1 7 67 9 (705JB7Z -1531 1 f� 2007 W FLORIDA Lk. 44167 P. PERFORMANCE SYSTEM 2' ACCORDION SHUTTER (HP.MA, / 3) 940 ; WEST . 84 STREET HL4LEAH, FLOR/L 4 JJ014 PH. (305) 828 -1213 FAX: (305) 818 -9987 Ant .w SEE SCHEDULE • • • FOR Min. SEPARATION • • TO .`LASS EXISTING • • • • • • • Sg.••• • • .• • •••• • • • ••••I • • • • •• • • • .T• • •••T •••t • • CONCRETE ANCHORS (SEE SCHEDULE) • • ••I • • • •••• POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED • •• •• • • •••• • • • • • •• • • •- • POURED CONCRETE OR' CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 14 7/18 S.M.S. ' x 7/8" W/ LONG NYLON BUSHING (Typ. TOP & BOTTOM) . 14.x2" S.S. -0 S.M.S. (Typ. �-- TOP & BOTTOM) II II 1I LJ SCALE : 3/8" = 1" r EXISTING — GLASS. OPTIONAL BUSHING TOP/BOTTOM) CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) REQU /RED POURED CONCRETE REQUIRED E .. FrAM I✓ I A 1 1 nJII % 7/1 I I �n. _- SEE SCH EDULE FOR .M In. ro GLAS s n GONCRETE:ANCHORS 14 i 3" S.S. S.M.S 6"0 x 7/8" 19 LONG NYLON BUSHING (ryp. TD P & BOTR7M) OPTIONAL h' I I BUSHING II i }�) tI k TOP /BOTTOM) • I __,/, 4 x Ve S.S. S.M.S. 0 12" O.C. Willir ' ..--- EDGE OF SLAB IF APPLICABLE C{14! IQ` & FLOOR MOUNTING It1ST,4I LA 'ION ECTIOfl 8 SCALE : 3/8" _ 1" EDGE OF SLAB IF APPLICABLE / 14x2" S.S. S.M.S. (Typ. TOP $ BOTTOM) or EXISTING —I GLASS. CONCRETE ANCHORS (SEE SCHEDULE) CEI SEE SCHEDULE FOR Min. SEPARATION TO GLASS • POURED ,CONCRETE REQUIRED POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) FLOOR ICS INSTALLATION SECTION 81 SCALE : 3/8 EDGE OF SLAB F APPLICABLE / 14x3 "5.5. S.M.S. .W/ 7/18 1 x 7/8" LONG NYLON BUSHING Trim (Typ. TOP & BOTTOM) OPTIONAL BUSHING 1 14 x 2" .5 .£M.S. (Typ. TOP & B01, �M) or EDGE OF SLAB • IF APPLJCABLE CONCRETE ANCHORS (SEE SCHEDULE) EX1ST/NG CLASS. 1 . SEE SCHEDULE' FOR Mn. . SEPARATTON TO GLASS Li POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REOU/RED C"ILING & FLOOR MOUNTIt1G INSTALLATION SECTION B2 SCALE : 3 /8" v 1" GE OF SLAB IF APPLICABLE / 14 x 3 S.B W/ 7/18°� x 7/8" LONG NYLON BUSHING jC17� (Typ. TOP & BOTTOM) E OF SLAB IF APPLICABLE 1 s.co»p gg 44114 th Merida SWeliiiik. Cr* Amp:mime LNo0 / 14 x 2" S.5 S.M.S. MP. TOP & BOTTOM) B U S TOP/BOTTOM) F.B.C. (High Velocity Hurricane Zone) DRAWN BY F.P. 06/08/07 DATE 07 -141 DRAW/NO Np SHEET 2 Of 6 • •• •• •••• • • • •••• • • • • • ••• • • • • ••• • • • •••• • • JUN 1 2 2007 02011 Wag s rev nufr 7107140 & 01010 jLt1Q ' CGJUPAIV' 6311 N,W SIM. St, Ste. S05, b,'Awe,, ri .W$8 Abase (•TOd87J 1.4.10 fam (J00871 -1131 EB- 0006719 WALTER A'T7LUT Jr P. E FLORIDA L. / 44167 PERFORMANCE SYSTEM 2 ACCORDION SHUTTER :1St w V I l i1. 0 J AMORDOI '71R4e (H.P.ALA. 3) 94D WEST. $4. STREET HIALEAH, 'FLORIDA 33014 . PH: (3O5) 828 -1213 FAX: (305) 818 -9987 D NM 04 , , 00, Nis • • • • • • • • • • l bw .1■111 • • O. • • • • •• • •••• • •• • • • •••• • EX&TPIt • GLASS • • • • • • •••• 1 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED • CONCRETE AN CHORS (SEE SCHEDULE •• • • • • • • $E SCHEDULE � Fc 4 SEPA ••••T/a GLASS • ••• • • • •• • • ••• • • •• • • • • • 1/4 0- 20x3 /4" S.S. BOLTS & WASHER NUT SHER 0 9" O.C. 1" Min. 14 x .T" SS. S.M.S. W/ 7/1810 x 7/8" 1 LONG NYLON BUSHING (T TOP & 80TrOM) 1 1 II II II 1 1 lutin i r a i 1 � OPBONAL aUVc roP / fb ■a 1/4" 0- 20x3/4" S.S. , BOLTS W/ NUT & WASHER o .9" O.C. OR /14 x 3/4" &M.S. . • 9 " Q4 .' . POURED CONCRETE . CONCRETE ANCHORS OR CONCRETE BLOCK '(SEE SCHEDULE) WALL REQUIRED BU ILD -OJT INSTALLATION SECT /ON C SCALE : 3 /9" < 1 " 14x f5.5 S.M.S. (Typ. TOP & BOTTOM) or ttl POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED .. CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) II II II 1 1 u EXISTING — SEE SCHEDULE FOR Min. SEPARATION — ro 0L4$$ 1/4" 0- 20x3 /4" S.S. BOLTS W/ NUT & WASHER 0 9" O.C. ".Min. r/ 14 x 3" S.S. S.M.S. W/ 7/16" 0 x 7/8" om LONG NYLON BUSHING 1- 1 ( TOP & BOTTOM) I I n II II 11 1I 1 1 C BU Si O H/NG f TOP/BOTTOM) LL /14 x 3/4" S.M.5. 0 12" O.C. 1=-t •. Min. -* • dt 14 x 2" S.S. S.M.S. (Typ. TOP & BOTTOM) r 1 4 "•Q -20x3 4" S.S. BOLTS ,W/ NUT WASHER OR /14 x 3/4" S.M.S *9 "o.O puip.,OUT INSTALLATION :TIO SECTION C1 SCALE : 3 /8" a 1" 01" it // � j ®o O erg lor PRODUCE' REnsgro no soap (Wang Ce • framptipAge No 0 or1 aor® SEE NOTES ON SHEET 4 OF 6 FOR LOCKING sPECIFTGA110MS • "d/ F.B. C. (High Velocity ,Hurricane Zone) DRAWN BY: F.P. 05/08/07 DATE 07 -141 LRAWING No SHEET 3 OF 8 • • •• • • •• • •• • • • • • • ••• • • • ••• • • •••••• • • • •• • • CONCRETE ANCHORS ® 18 "0. C. POURED CONCRETE REQUIRED 0 O e i1 INPRIN \ i # V' or (OPTIONAL) 0 E • • • • • • • •• NOTE:. SECTIONS SHOWN CAN BE 'COMBINED TO SUIT ANY INSTALLATION. Q -or a (SEE NOTES) OPEN OPTIONAL SLATTED HOLE FOR HANDLE AT ± MIDSPAN CTION El : 3/8" = 1" JUN 1 2 2007 1 ,0P 7 101101 maw WV= ovens flair ENG/NtIMPtY 8355' N J Ste: 30.1. k91 A2A '�1/70EN9„ }2,� 73/80 Aorx : 1,187T -1520 for • (.45)8717231 E8- 0006,19 • FIDA Li / J¢ 67E mu 7r. 2 PERFORMANCE SYSTEM 2 ACCORDION SHUTTER CAL/DAIS r r 1.oI �/�� (H.P.M.A V °811i. 940 WE.ILP 04.0147 FLORIDA 33014 PH: (305) 82611213 FAX (3A) B18 -9927 - `an 1 •••• • . • ••• • •• • • • • • • • ( H. 0 ! 0 ;7 / w o, N ..N 4 , F - • ••• • . �( 04M • • • • : or (SEE NOTES) SECTION g SCALE • 3/8 = 1 3/B• HOLE MR L000tM AN AT STACKWO POSRf0N (LCCA170N WES) /14 x 3/4" S. S. S M S. OR 3/16" 0 Alum. POP RIVETS 0 9" O. C. (TYP•) g" x 2" x .125" ALUMINUM TUBE OPEN OPTIONAL SLOTTED LE FOR HANDLE •AT t MIDSPAN . SECTION : SCALE • 3/8" = I" (dc 2" x 2" x .125' ALUMINUM TUBE ONAL) ( OPTIONAL SECT /ON D SCALE 3/8 "1 or (SEE NOTES) OPEN OPTIONAL S LOTTED -HOLE FOR HANDLE .AT 3. • MIPSPA_N MULTIPLE SHUTTERS) OM OPTIONAL SLOTTED LE FOR HANDLE AT t MIDSPAN 1 x 1" ConL Alum A 114 x 3/4 S S. S.M. S OR3 /18 "e Alum. POP RNEiS • 9 C. (Typ.) 1 "x " Cont. Mum. ANGLE orQ (SEE NOTES) R ©OR 0 O ®OR ®OR (SEE NOTES) EN OP110 4L SLOTTED HOLE FOR HANDLE AT t MIDSPAN 2" x 2" x .125" ALUMINUM TUBE SECTION .E. SCALE : 3/B - 1" (SEE NOTES) OPEN OPTIONAL SLOTTED HOLE FOR) ANGLE AT MIDSPAN (OPTIONAL) ONE SIDED SECTION : END CONNECTION. DETAIL SCALE : 3/8" := 1" (4) 3/16" it Alum. POP RIVETS OR 1 14 x 3/4" • S M. S ( .JIB l MOLE F LOOXINO' PIN AT s7ACiavG P0511100 G.GOA110l VARIES) CONCRETE ANCHORS 18" O. C. POURED CONCRETE REQUIRED 2 " x2 "x.125' OR 3" x 3" x .090" Alum. TUBE POST (6083 -76 ALLOY) POURED CONCRETE' REQUIRED CONCRETE ANCHORS • 18" o. C. /14 x 3/4" S. M. S. OR 3/16 0 ALUM POP RIVET 09 "O.C. T "xI "OR 1 OR 1 1/2'x 1 1/2" OR 1 1/2" x 2" OR 2" ; ""IR2'x3 "OR2 "x DR2 "xo" .055" Min. THICK Alum. ANGLE DPDONAL SLOTTED HOLE TD BE COVERED W/ NYLON AT THE TIME SHUTTER' IS CLOSED AT HURRICANE POSITION.: 4k ± 1" x 1" it .062" GRIND SMOOTH Cont. Alum. ANGLE EDGE ALL t114 x 3/4' £ S CONCRETE ANCHORS EDGE Cr SLAB S N. S OR 3/16" 0 EA ANGLE Alum. POP RIVETS 0 9' O. C (Typ.) 1" x 1 "x.062" Cont. Alum. ANGLE ISOMETRIC (CORNER POST) (Typ. AT TOP & ,BOTTOM SLABS) 2 "x2 "x.125 "x .TUBES' SIZE Alum. ANGLE (2 REQUIRED) NOTES FOR LOCKING OF ®& 1 —PUSH BOTTOM LOCI(J MAY BE USED FOR INSTALLATIONS SECURED FROM OUTSIDE OR INSIDE OF SHUTTER. WHEN /NSTALUNCJ M THE _OUTSIDE, A 7/8 "0 HOLE SHALL BE DRILLED AT H ANDOMUST BE RIVETED FROM THE BACK OF TO FRONT W/ (2)3/16"o ALUM. POP RIVETS. A 3 8 0 HOLE -MUST THEN BE DRILLED AT ® TO ALLOW FO J P/ TO PASS THRU. WHEN INST; ' NG FROM THE INSIDE, MUST BE RIVETED TO �13) W/(2)3/16 0 ALUM. POP RIVET A .7/891 HOLE �' MUST THEN BE DRILLED THRU -®AND TO ALLOW FOR OS PIN TO PASS THRU. 2- 5/16 "xi" LOCK FOR. INSTALLATI OF SHUTTER: I DRILLED THRU TAPPED TO AC 1.xl " 'OR 1'x2" OR 1 1/2" x 1 1 /2 " -OR 1 1/2 x 2•` OR 2" x OR2 "x 4" OR 2" x 5' x 055" Mk. THICK Alum. ANGLE ELEVATION X MAY BE USED ALTERNAT/VELLY TO ( LOCI( S SECURED FROM THE OUTSIDE OR THIS SE, A 5/16 "0' HOLE r. BE I AND HOLE DRILLED TO f1:1 ti SHALL BE PT "7B; READS 'PER INCH 1r1 CHINE SCREW /14 x 3/4" S. M S OR 3/16 0 ALUM. POP RNLI" a;9 "0. ALTERNATE CLOSURE DETAIL W SCALE r 3/8 1' .082'- CONCRETE ANCHORS 619 "o. C. POURED CONCRETE REQUIRED NYLON CAP DETAIL SCALE : 3/8 r PETrHJ€ RETIE D - - 82 compl'I iwiththeF`ieeds C Eieeeptsl No0' • Z. • bf .. Sup' ::t n ,Pale., - 4 72[47 F. B.C. (High Velocity Hurricane Zone) DRAWN' El) f.P. 06/08/07 DATE 07 -141 DRAWING No SHEET 4. OF 6 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) UTT PAN SHUTTER SPAN 5' -0" OR LESS ' -0' ' • 8' -8" : -6 " -TO •' -0" 10'-0` TO MAX. ALLOWED 5'-0" OR LESS 5' -O' TO 8'•-6" 8' -6" TO 10' -0" 1O'-O" TO MAX. ALLOWED FROM 40.0 TO 60.0 9 50 12' -4" 7 9 7 4 - 3" 9 5.5 9 8 4.5 - g 9 9 7.5 9 9 6,5 3.5 FROM >60.0 TO75.0 '° ' 9 7.5 5.5 9 3.5 - - 9 8.5 S 4.5 9 4 - - 8 9 8 . • 8 9 5.5 4 3 FROM >75.0 TO 90.0 9 6 105• • ' 1 5 a - - 110 9 5.5 4 4 9 - - - 9 75 5,5 5 9 3.5 - - FROM >90.0 TO 120.0 9 4 3.5 - 4 - - - 9 3.5 3 - 4.5 - - - 9 _ 4.5 4 - 6.5 - - - FROM >120.0 TO 170.0 • 6'-11" 3 5 3:5 - - - - - 4,5 3 3 - - - - - 6,5." 4 4 - 3 - - - FROM >170.0 TO 195.0 4,5 3.5 - - - - 3, 3 - - - - - - 5 4 - - - . - - MAXIMUM DESIGN LOAD "W" (p.o.f.) MAXIMUM SHUTTER SPAN SPAN FOR ALL SECTIONS • MINIMUM SEPARATION TO GLASS (in.) ALL SECTIONS ►"+. •l. Loom ' w.. Mani 40 .. 13' -0" 14'-1" 3" 5'-O" TO E' -5" 45 12' -8" 14'-l" 3" 9 50 12' -4" 14'-1" 3" 9 55, 12' -0" 13' -5" 3" 9 60 11' -10" 12' -lO" 3" FROM >60.0 TO 75.0 65 11' -6" 12'-4" .3" 6 70 eallrenrifr 8 0 11 " 11' -0" 11' - i "; 3" '° 11 ' - 6" 3" ..., 11' -2" 3" 6 85 10' -9" 11'-0" 3" FROM >75.0 TO 90.0 90 10' -6" 10' -6" 3" 5 •, 94 • •.' 10x2 ".. 10' -3" 2 7/8" 9 109.. • 9' `. 9' -1 " 2 7/8" 6 105• • ' 1 • 919". ". . : 9'-8" 2 5 /6" 9 110 9'-,r _ • 9, -6" 2 1/2" 6 145 • _ 9'15; •• •. 4141.: 9' -3" 2 1/2" 3 120 • 9 ' -1 ,••• 9' -1" 2 1/2" 8.5 in': 8 =19i• r' 8' -l0" 2 1/2" FROM %> 120.0 TO 170.10 130 • 8'-•6•1 • ` • 8' -6" 2 3/8" 4 4141•• 1• a• ' 8 ' -2 " 2 3/8" 6 40... • • --1"--• • . • 7'-11" 2 3/8" - 145.•• „• - - -- • 7' -7" 2 3/8" 6.5 150 -- -- •7' -4" 2 3/8" . 155 - - - 7'-1" 2 3/8" - 160 - - -- • 6'-11" 2 3/8" - /65 - - -- 6' - 2 3/8" 9 .. 170 ---- 6' -6" 2 3/8" 4 175 - - -- 6' -4" 2 3/8" 180 - - -- , 6 2 3/8" 185 - --- 5' -'11 " • 2 3/8" 190 ---- .5 -10" 2 3/8" • 195 - - 5' -8" 2 .3/8" MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL .. OUNTING 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" 1 5'-O" OR LESS 5'-O" TO E' -5" 8'-6" TO MAX. ALLOWED FROM 40.0 TO 60.0 9 9 9 9 9 6 9 9 9 9 9 5.5 9 9 6 6 6 FROM >60.0 TO 75.0 fi E 6 6 6 5 6 FROM >600T0750 9 '° 9 6 ..., 4.5 ; 6 6 6 6 6 6 FROM >75.0 TO 90.0 9 9 9 9 5 •, 3 6 9 8 9 5.5 3.5 >120.0 TO 170.0 fi 6 ' . 6 4,5 .: • 6 .4 FROM >90.0 TO 120.0 9 8.5 7,5 Z5 3 6 9 7 6 8.5 3 3 9 9 8.5 9 4.5 4 FROM %> 120.0 TO 170.10 9 7.5 7.5 4 - • - 9 6 6 ' 4.5 - - . 9 $ ` 8 6.5 4 4 FROM >170.0:TO 195.0 9 7.5 - 3 - - Z5 6 - 3.5 - - 9 .. 8 - 5.. 4 - 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' -8" TO '.sAX. . 5'-0" 5 -0" , OR LESS TC a' ° ' 8'-6" "^ • .. FROM 40,0 TO 60.0 fi • 6 6 6 6 6 6 6 6 6 6 6 G 6 • 6 6 6 6 FROM >60.0 TO 75.0 fi E 6 6 6 5 6 6 6 6 . 6 6 6 6 6 6 6 6 6 6 S 6 6 6 - 4.5 FROM >75.0 TO 90.0 6 6 6 6 6 5.5 3.5 >120.0 TO 170.0 fi 6 ' . 6 4,5 .: • 6 .4 4.5 6 6 fi 6 FROM >90.0 TO 120.0 6 S 6 6 5 4.5 6 s , 6 6 6 6 FROM >120.0 TO 170.0 5.5 . 4 4 6 6 - 6; 4,5 4.5 fi 6 - 6 5 6 6 6 • - 4.5 4 - FROM 6 6 - 5 4,5 - > 170.0 TO 195.0 _ G 6 - . 6 MAXIMUM DESIGN LOAD "W" (p.s.f.) FLOOR /CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) SHU SPAN 5' -0" OR LES 5 TO 8' -8" 1 30 t cone 6., 6 F 5 ` - 1 5.5 ' 40.0 TO 60.0 6 E B 6 C6/ 5.5 FROM 6 6 4.5 >60.0 TO 75.0 6 B 6 6 5 FROM >75.0 TO 90,0, 6 5.5 4.5 6 4.5 4.5 FROM 6 4 3.5 >90.0 TO 120.0 5.5 4.5 45, FROM 5 3.5 3.5 >120.0 TO 170.0 fi 6 6 5 4.5 - FROM 4 : -. • 3.5 >170.0 TO 195.0 6 • 6 • - + MAXIMUM ANCHOR SPACINGS ARE VALID THAN 3" EDGE DISTANCE. FOR E. D. LESS THAN . 3 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING S}1OWN 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 2 1/2" .86 2" .75 ANCHORS MINIMUN ANCHOR ACING r TAPCON OR MAXI -SET TAPCONS X3192 psi, (MIN.) CONCRETE 3.0" CALK -IN 3000 psi. (MIN.) CONCRETE 2,5" CRETE -FLEX SS4 3350 (MIN.) CONCRETE 3.0" • 00 • •••• • •• 0000 ••• •. • ••• • •• • •••• • • •••• • • • • • • • • • • • 'MAXIMUM DESIGN:.PRESS> RE. RATING "W" (p.s.f AND CORRESPONDING MAXIMUM SPAN "L" $CHEQPLE *NOTES: (1) L +: MAXIMUM. ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE DESIGN LOAD. L -: MAX. ALLOWABLE PANEL LENGTH FOR AGIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH FOR WALL MOUNTINGS OR fLOOR /CEILING: GIVEN A POSITNE DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH "L+" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH "L -" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE - MINIMUM DETERMINED PANEL LENGTH BETWEEN "L +" AND "L - ". MAXIMUM DESIGN PRESSURE RATING 'W' (o.a.f.) AND MAXIMUM DESIGN PRESSURE RATING "W" (o.s.f.) AND. MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING' MAXIMUM .ANCHOR SPACING (In.) SCHEDULE. + CORRESMNDING MAXIMUM ANCHOR SPACING (in,) SCHEDULE. -1- CORRESPONDING .MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + ( VAUD FOR SECTION A ON SHEET 2). MAXIMUM DESIGN P Ed S:Uj2E r2ATIMG "W" (p.a.f.) AND CORRESPONDING MAXIMUM "ANCHOR SPACING (in,) SCHEDULE. + (VALID FOR SECTIONS 01 ON SHEET 3), (VALID FOR SECTIONS B2 ON SHEET 2). (VAUD FOR SECTION C ON SHEET 3). • • • • Jl)l+l 1 `. 2007 0 X17711/RWANE : PRINC110 IIllMYlfi1C1llPEEARGN1f711 6355 N W JON.. �o .J02, VIRCd : 1 0 IL 33168 =no •'.005)071-i530 Fox :.005)571 -15. EE- 0006719 WALTER A, nLLIT Jr. P. E. FLORIDA lie. / 44167 PERFORMANCE SYSTEM 2 ACCORDION SHUTTER CAllitA,TACCORNIVIIIMA .• (H.P.M.A. / 3) 940 =WEST 84 STREET HIALEAH,. FLORIDA 33014 PH (305) 828 -1213 FAX: (305) -518 -9987 At% By 2 Luri' m1a ANCHORS LEGEND TAPCON• OR MAXI -SET TAPCONS CALK -IN CRETE -FLEX SS4 PRODUCT REVISED as p 'yin wit& the Florida Dakiitag Celle Asteephatte .It e0 Ok6Z IEapirtatioq Dzttee 2. 4/ Sy Maud i<FIrsP F.B.C. (High . Velocity Hurricane . •Zone) DRAWN 8Y:: FP. 06/08/07 DATE 07 -141 DRAWING No SHEET 5 OF 6 • • • ••.• • • • •••• • •• • • • • • •• • • • •••• • • • •••• • • •• nurr it a * EMOINZENINO . COMPANY 6355 KW MM. SL, Ste. 385, 111101II 3 3 FL 3188 PA ane ; (31k1 S71 1'. 7. 0 fax • (303 15J1 EB- 0006719 WALTER 4 T7LLIT Jr. P. E. FLORIDA AL 44187 PERFORMANCE SYSTEM 2 ACCORDION SHUTTER ciao AUPPIIVIMIRS, (iLP.M.A 1 3) 940 WEST B4 STREET HIALEAH, FLORIDA 33014 PH: (305) 828-1213 FAX (305) 818 -99087 Sit xe Airs MW wop REQUIRED EXISTING SEE SCHEDULE • GLASS FOR £8n. SEPARATION TO CLASS • EXISTING-- GUS, SEE SCHEDULE I—FOR Min. SEPARATION TO GLASS 4 - 1/4' 0 LAG SCREWS 0'8" 0.C. w/ 1 1/2' Min. THREADED PENETRATION 70 f1GST/NG WOOD READER 14x3 "S.S W/ 7/16' 0 _ aS x 7/8' LONG NYLON I: BUSHING (Typ. TOP & BOTTnm) till 0 i t1Y1 ALTERNATIVE 1 WOOD 1- 1E4DER REQUIRED '1 — OPTIONAL BUSHING (TOP/BOTTOM) l /4" LAG SCREWS 0 6' 0.C. • W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING • WOOD PLATE WOOD STUD 0 24 .O.C. MAX. REQUIRED, ALT1 'RNATIVE .? 1/4" 0 LAG SCREWS 0 6" O.C. W/ 1 1/2` Min. THREADED PENETRATION TO EXISTING WOOD HEADER. 1/4' 0- 20x3/4 SS. BOLTS 0 . W / ' NUT & WASHER 0 9" O.C. r Alin. 1� , ril /14xr SM.S . (T y p. TOP & BOTTOM) # 14 x 3' S.S. S.M.S. W/ 7/18". 4.x 7/8" LONG NYLON BUSHING (Typ. TOP . BOTTOM) /' 14 x 2" 5.5. S.M.S. (Typ. TOP & *BOTTOM) or ALTERNATIVC 5 FALL MOUNT1NI 1N SE C 1/4" 0 LAG SCREWS O 8' O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. T [DOSING DLASS EXISTING .0LASS. 2x.4' WOOD PLATE REGIIJIRED SEE SCHEDULE FOR Mlin. SEPARATION 70 GLASS ALTERNATIVE 3 2 "x 4" WOOD PLATE REQUIRED. 1' 14x J" S.S. S.M.S. W/ 7/16' 0 x 7/8" LONG NYLON BUSHING SEE SCHEDULE FOR Min. SEPARATION TO GRASS CATION (SET) [ 1 ALTERATIVE 4 ALT- RNATIV. .6 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 14 x 3 S.S. £M.S. -14/ 7/16" 0 x 7/8" LONG NYLON BUSHING P (Typ. TOP & BOTTOM) 1/4" 0- 20x3/4' S.S. BOLTS W/ NUT le WASHER 0 9' 0.C. or ittl 14x2'S£ S.M.S. (Typ. TOP & BOTTOM) OPTIONAL 6sd BUS' r ©1 „ OPTIONAL BUSHING BUSHING (TOP/BOTTOM) I Min. 1/4" 0- 20x3/4" 55 BOLTS W/ NUT & WASHER 0 9" 0.C. OR 114 x3/4" S.M.S. 0 9' 0.0. 1/4" LAG SCREWS 0 6" 0.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD PLATE • / 14 x 2" SS. SM.S /14 x 3/4 SS S.M.& 1 ^ 0 12" O.C. Min. 1/4" 0- 20x3/4' S.S...BOLJS W/ NUT & WASHER 0 9" O.C. OR 114 x 3/4' S.M.S. 0 9 O.C. r1 /4 LAC SCREWS 0 le O.C. W/ 1 1/2' Min. THREADED PENETRATION TO - EXISTING WOOD PLATE. 1 GLASS 1 14x3/4" S. S. 0 6• o. I SEE r4R -Min. SEPA1?AT II TO GLASS DOSTING —' GLASS 9/4' 0 x 1 1/2' LAG SCREWS 0 3 1/2" 0.0. W/t 1/2' Mn THREAD PENETRATION . O EXISTING WOOD DEC.G - f-SEE . SCHEDULE L FOR Min. SEPARATION , TO GLASS 2007 P ALTERNATIVE 1 / 14 x r S.S. S.M.S. W/ 7/16 x 7/8' LONG NYLON BUSHING (Typ. TOP & BOTTOM) • # 14 x 2" S.S. SM.S (Typ. TOP & 5017011) of 9 WOOD TRUSSES OR RAFTER 0 24" 0.0. REQUIRED 7 — 1 "x 4 "x 1/8 "(Min.) 6063 -76 Alum. 71JBE W/ (3) 5/16" 0x4' LONG LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS' AT MIDWID771 OF POSING WOOD MEMRER, (2" Min. NOMNAL WIDTH) W/ 2 1/2" Min. THREADED PENETRATION. 1/4" 0 x 1 1/2" LA0 SCREWS O 4" O.C. W/1 1/2' Min. 7H PENETRATION TO EXISTING Woop DECK. OP770NAL USHING (TOP/730770M) /14 x 3/4' S.M.S. 0 12" 0.C. 2" x 6' WOOD DECK REQUIRED (NO FINISH ALLOWED) SCALE I . NO1F ... WALE/FLOON/CER(NG MOUNTING: SECTIONS CAN BE C OMBINED in ANY WAY TO '$147 ANY - INSTALLATION. 1. INSTALLAT7ONS ARE ONLY VALID FOR INSTALLATIONS W1711 DESIGN •KIND LOADS LESS THAN OR EQUAL T0 75'..p.a.f AND 9'-0` Moss. SHUTTER SPAM 2. FOR NEW WOOD FRAME 0ONSTRJC110N:. WOOD M£M,BERS TO BE SOUTHERN PINE No. 2, W/ -5PECIFTC DENSITY OF 0.55 OR EQU,4L 4E-E- SCHEDULE FO Min. SEPARATIO TO 01 ALTERN4TIV; WALL :MOUNTING f TALLATION (OFFSET) Vol§ ALTERNATIVE 3 Diviskui a OPTIONAL BUSHING 2'x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) PRODUCT REVCSW&D cosstAitg Vida the NOVO Evil-Aka Dat 1 F.B.C. (High Velocity Hurricane Zone) DRAWN BY:: F.P. 06/08/07 DATE 07 -141 DRAWING No 'SHEET 6 OF 6