The URL can be used to link to this page

WS-05-1331Issue Date: 12/29/2005 Owner's Name: ANNA ROSENTHAL Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 1270 94 Street NE Comments: INSTALL 3 STORM PANELS 16 ACCORDION SHUTTERS Additional Information Miami Shores Village, FL Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $5.40 $1.80 $290.00 $9.00 $7.25 $313A5 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/28 /2006 Contractor(s) SEAVIEW INDUSTRIES INC Phone Primary Contractor Yes Type of Work: SHUTTERS No of Openings: 19 Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Invoice Number WS - 12 - 05 - 23301 Total: THAN 1 PAID Permit Status: APPROVED Permit Number: WS -12-05 -1331 Phone: Total Square Feet: 0 Total Valuation: $ 9,000.00 Required Inspections Shutter Attachment Shutter Final Amt Due $313.45 1132050100160 Lot: PB: Amt Paid 13 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. No one home at time of inspection. No permit available for inspection. 11/21/06 CG. Passed Inspector Comments Failed l� Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/21/2006 Inspector: Grande, Claudio Owner: ROSENTHAL, ANNA Job Address: 1270 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SEAVIEW INDUSTRIES INC Building Department Comments Tuesday, November 21, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Nyi22 211136 Block: Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1132050100160 Lot: Page 1 of 2 Accordions are OK. Provide ladder for access to 2nd floorand shutter panels are to be installed for final inspection. Recall Final inspection and arrange to meet inspector on the job with ladder. Passed Inspector Comments giii Failed / r Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08/01/2006 Inspector: Grande, Claudio Owner: ROSENTHAL, ANNA Job Address: 1270 94 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SEAVIEW INDUSTRIES INC Building Department Comments Tuesday, August 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 lan nsp A116 0 RECV Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132050100160 Lot: Page 1 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. WB7 — 133) TAX FOLIO NO. 320 010 0160 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: / 0 NE 4 < sr' in /144N°ll Sit E=C. /..o - r 1? mflnat saade 0Ay VL 2. Description of improvement: S 3. Owner(s) name and address: 6 A- - Fag 6t-) Tk- (.. 298 4 Sr - fii-n6i sacii.cre, Fi.. 3 3 ige Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: S MSC() I 09J'T -Ge 5. Surety: (Payment bond required by owner from cp& b% COUNTY Or CADE Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom 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 receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different •.te is specified) Signature of Owner Print Owner's Name S to OCc5 / - ( -qtf - fid-- Sworn to and subscribed before me this day of Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 4dP.,",„ 45 6 /4)t 3 7 cq'" (14 /fri4t Ft., 3 3 1' o gin.� Red in 7li$G By 11 11110111111111111111111111111111111111 IIIOOUII1111 CFN 2005R1335667 OR Bk 24085 Fs 2311; (1Ps RECORDED 12/27/2005 10:35:54 HARVEY RLIVIN, CLERK OF COURT IIIALII -DADE COIJI4TYr FLORIDA LAST PAGE / A D GQ b WITNESS myhan,7' end Cfi/ !Seal. HARVEY RU CLER' Agft, Prepared by 1-66 f t46i2- f?t - ; 20 ©S' Address: Si Wt IN D UST 2(ti ,,,,. gfS S iticki 3 7 Loc C. Picker • MY COMMISSION # DD136338 EXPIRES l {4'IM 1 t.. 3. t (CZ../ beptember 15, ZUU6 SONDm1}IRUTROY FAN INSURANC4WG. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner-''s Name (Fee Simple Titleholder) «.\)C. P . R.OS 64 Phone # Owner's Address \ 1-'10 pie ci 4, A. $r . Cit 1 ) p S ‘foRrtj State FL.. - Zip 3313$) Tenant/Lessee Name Phone # Job Address (where the work is being done) ` - 70 & 9 e‘ T City Miami Shores Village County - Miami -Dade Zip 9313?' Is Building Historically Designated YES NO Contractor's Company Name S 1/e 61.0 /N D ),4'g /L ca. Phone # 3o S g3 962 60 Contractor's Address 4 54 C ma) 3 7 eor City o'71 G k11't 1 State Zip 3 3 /42 Qualifier State Certificate or Registration No. Ca Cos Z/ Architect/Engineer's Name (if applicable) ,4L — CE's f ..' Phone # ,30 S '* e/ QO $ Value of Work For this Permit (Continued on opposite side) Type of Work: ❑Addition iteration Training/Education Fee $ PEC 35 zas Electrical Plumbing Mechanical Roofing Certificate of Competency No. New lq Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 3 13. 45' Permit No. ‘ \ y'1 `" 51 Master Permit No. ❑ Repair/Replace Square Footage Of Work: ' 71 Describe Work: //V S! -(. ( sir 14 A-GCpp -Obe o ****************************F Submittal Fee $ Permit Fee $ 2' 0 �� CCF $ CO /CC Notary $ Scanning $ Radon $ Zoning Bond $ Technology Fee $ ❑ Demolition 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 - KM-•-. 1 "-ce NOTARY Sign: 4 Print: Owner or Agent The foregoing instrument was acknowledged before me this . -1 day of DES , 20o p G6 A Qog6 O-ft, who is personally known to me or who has produced FO L As identification and who did take an oath. UBLIC � �Y " Lee C. Picker `iqt� rL4o: *: •;*= MYCOMMISSION5 DD136330 WIRES • September 13, 2006 My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 BONDED AIRU TROY CAIN INSURANCC,INC Signature Contractor The foregoing instrument was acknowledged before me this ? day of $ L` - , 200 S", by /14 ft-Ttedce9 � CA FAZ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: IeTnrl My Commission Expires': * * * * * * * * * * ** ********** * * * * *f * * * * *Jt * * * * * * * * * * * * * * * * * ** * * * * * ** Lee C. Picker 4 ' 4 .: 7 1 MY COMMISSION # DD156538 tx'iRES September 13, 2006 BONDED THRU TROY FAIN INSURANCE. INC Plans Examiner Engineer Zoning Miami Shores Building Department • .•. • . • Product Approval Schedule / Comparison Chart Address: 10.10 10 l� q 4 ° Permit No. • • • • •. ; • Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion R!Q@llet1 Impact 11) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes /iaio• • •Yes /.No ( +) PSF (-) PSF (+) PSF (-) PSF ••••• • • •• (4, S"-4- A 03 1 k ) °Oa + let •2 ° 81•q S Holt SI • • .'•.•, •• • t bb -0111D > ®2 x{8 b •• •• • -0 tl to. � ' 1CGt� . . (p ce ll o. o2- to 1C qb • • • •. • • Os-011.1e) -(2. X L94 03 ot1lo-c2 '1410 �9 4 ��1 ll0�2 1 11.5 11) r - ot1lo -r 2 37X3 11 ®R)- 10 '74 X 3/ t? CS -011 (o - 75K 51 k 5 1). to 11 % oy- VA X3-01 I to -02._ 112A S 1 C,-3-c I Ito -o7 ') 'k`i- 3 Ile 03 110 OL. 57101 11 AQb \ Awn goal 01 02 .15 g1 01 -ort L4 015 MN. 15 • 1 -- 1 7 _..._ 1 __ . �....__........... 1 i_... 1 , . i .� , • • --.-- • 1 17T ..._I t 144-3/ ..... + . 3 C 96490 � 3% ._.�. on _ . i i. • ._ 1111 �.. • ..r. .t.�... �_ ..ter ....r_ �I •1 • , '� V �.,_ �. r.w ...._. .i_r_1...._ ... r 1. _ r �_ wry 3 I 'S • • � 3 4 . , �� 7 el I I i• • � . // I 1 ....__i � �� i � . ....... 1 -- 1 U I' Gam ' • • I 1 •, • I ...1 r 1...1....• . • w.r.w 1 `•. I _...._ • :_ _.I_�. �. ( 14 •_ • .............. .� 4 i 2— ---- le . 1 • r 0.1 • • • • i• • • • • • • �• • Ni - iii :. • • • I • 1 • 1 4 f r : _._ iL 1 • 1 t • I I -7- .. � rr • • r; • • . • y • �� .....�. .■ - •••••••• •. «- ••.. 1 'I"? 1 .•.. i •1 TT •« • •• .1* I r•_......... Waft. * p., 1 m•• ••••••• ... • I 1 :. ;43 • • '?4103 t;usrot•tut 4 • t•-- cu:rrur.twm twat: • r V r.0 °Kau ti: _12 ..... :WM% r:.. • • I.tt,+V l Ma' !MIGHT: / 9 ..i ,.�_'t M(1 01:1 • • • • UU14. lu W10111:._ ..._ ._:. ..---.11:1131 ,..... 6 b ..... _ ... _ • Y111.11.)07/ 1.11:1G1 1 r A tU` 1: �� ',r.U1 ....... ,,,.,,,, _,„,.,•,,,,_,,,_,,, • D (03 s :. BUILDINGS EQUAL OR LESS THAN 40 BEET HIGH ROOF SLOPE > 10 DEG. EXPOSURE 'C' MEAN ROOF ELEV. FEET MAX. DESIGN LOADS -PSF Exp. (4.) INT. ( —) _ 25 61.2 81.9 30 63.1 84.5 35 65.0 87.1 40 67.0 89.7 Sent By: SEAVIEW INDUSTRIES INC; (BASED ON INFORMATION PROVIDED BY CLIENT) CLIENT: S '{ t&I) imouS -c&. 4' JOB: I-- 14.7r, +j s-r I'►gc,.,elt s ef° t Fe- / BUILDING HEIGHT: ,� 9 305 634 9060; yV'N`i; L0..0 1.a .' COMPONENTS de CLADDING AS PER SPECIFICATION ASCE 7 -9$ Dec -20 -05 8:29AM; BASIC WIND SPEED: V =146 MPH IMPORTANCE FACTORS: 1 =1.0 DIRECTIONALITY FACTOR: Ind = 1 TRIBUTARY AREA: .10 SQ, FT. ESIDENTIAL CONSTRUCTION ONLY FOR IMPACT RESISTANT SHUTTERS OR WINDOWS WITH SHUTTERS NOTES; LOADS. POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. TABLE ABOVE SHOWS MAXIMUM DESIGN LOADS FOR SHOWN BUILDING HEIGHTS IN END ZONES. FOR ANY OTHER CONDITIONS /ZONES, DESIGN LOADS TO BE EVALUATED ON JOB TO JOB BASIS. DR. IIWLAAYOUN FAR00Q STRUCTURES FLA. PE #. 16557 Page 2/2 DADE COUNTY no DOCUMENT IS NOT VALID WITHOIr?IIJ nIl1QSSZU 1L 4 11A • f_11t;INt:I;I: EMPLOYED DY .AL- F.IRUUQ CORPUR.$2 , • • NO PORTION OF THIS DOCUMENT MAY BE•USEDiOF R :pp3D JCCe=N Altix MANNER WHATSOEVER wITHQt,IT THE WRITTEN PEidISSi #4 OF Af- F40Qt? C NPONArION (ExCEPT, HOWEVER, FOR THAT PORTION OF ASCE 7 -98. SET FORTH HERON). • AL— FAROOQ CORFOfL rIQM •.• • •;• ENGINEERS, PLANNERS & . c X.1JTCT Et SA. I • '.• 18. 1235 SW 87 AVE l C MIAMI, FLORIDA 33174 TEL. (305) 264 -8100 FAX. 0) 26 �- : 6 • . $7E � %, �.FC; 23A • • }I...AL.. • • •• •• • • • •• •• ••• • • • • • .•. • . Si icerely Aflanfic Shuffer, Inc. iiiiiiiiiiiiiiiiiiiiii Hurricane Shutters Storm Panels • Accordions • Roll -ups No. SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official wily( & a t Attn: Building Official: ■ •Vin P. ermedy President 6 Rkk �s L r -lit. /17o N& 4 *5r 1M l /fit 13 €1- -i --6-11 We are Dade County Notice of Acceptance Holder for the .063 Aluminum Storm Panel under number 01- 0124.15. This letter authorizes /-e P to use our .063 Aluminum Storm Panels at the following job: . . ... • • • . • . .• ..• . . • • • .• • .••• • • • ••• ••• ••• • • • • • • • • .. • • •• • • • • .. • .. ••: • • • . • .. • • . • • • • • • ... • • • • • • • • • • 15421 West Dixie Highway, Bay 23 • N. Miami Beach, FL • . • •• • • . 0 . •• •• (305) 945 -7277 • Fax: (305)945 -1131 ... • • • • • • . M1AM • PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Dixie Hwy. Bay 23 North Miami Bch ,FL 33162 The expense of such testing will be incurred by the manufacturer. APPROVED: 04 /12/2001 1\ s045000I \pc2000 \ \templaces1notice acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.cont MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE N11:'rRO- I): \DF. FLAGt.t:R 13lJILDIN(; 140 11 :.... FI.A(;I.ER S1RE171 SUITI; 1b03 \II.\:1II, FLORIDA 33130 -1563 I305, 2 2901 FAX (305) 375_29„ c U 1lt.\( - rOR LICENSING sf:( - rlO\ ; 3 - 5 - FAX (305) 375-255s ro\ 1•Rm ENFORCEJIEXT DIVISION :1)51375 FAX (305) 375.20oti Your application for Notice of Acceptance (NOA) of: 0.063" Aluminum Storm Panels Shutter Under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval. if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0124.15 EXPIRES: 03/26/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been :reviewed. by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. l'ROI)t (T ('ON• IZOI. DIVISION :305 375 -2 FAX (305) 372 -n33' Francisco J. Quintana. R.I. Director Yl•1111ti• :LhL.•C *Inti• • •.. 1 ItIdi� cie;Cintphalice ()filet: • • •••• •• .•• • • • • • • • ••• •• • •. • • • • . • • . • • • • • • • • . .. • • • • • • . • • . • ... •. • • • • • •• .•• • • • • •• • • • • • • • • • • • • •.• • • • • • ••• • • • • • Homepage: http:Vav4tv.bjiiltlj(tgc� u I ' n b com Atlantic Shutters, Inc. ACCEPTANCE No.: 01- 0124.15 APPROVED) 04/12/2001 EXPIRES 03/26/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE This revises and renews the Notice of .Acceptance No..99- 0203.02. which was issued on March 4. 1999. It approves an 0.063" aluminum storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for :Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 0.063" aluminium • storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -210, titled " 0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated January 13, 2001, sheets 1 through 7 of 7, 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. These documents shall hereinafter be referred to as the approved drawings.. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones. metal shields, headers and sills, must be protected against corrosion. contamination and damage at all times. 4. INSTALLATION This 0.063" aluminum storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. 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". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 .Any other documents required by the Building Offecial os thol Sot l� t l;lo rida Building, Code (SFBC) in order to properly evaluate the installatigt3pf '{,►iis•vystcri. • ••• • • • • • • • • • • • • •. • - • • • •• •• • • •••. . . • ••• ••• ••• • • • • l -felmy A. Malei'r, 'E. - TPodu&t COptrol,Examiner Product Control Division ••• • • • • • • • • • • • . • •• •• 000 • •• • Atlantic Shutters, Inc. ACCEPTANCE No.: 01- 0124.15 APPROVED 04/12/2001 EXPIRES 03/26 /2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than ei..ht (3) years. ?. Any and all approved products shall be permanently.labcled with.thc manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior Written approval. has been requested (through the filing of a revision application with.appropriatc Ice) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising purposes. or any other 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shall he provided to the user by the manufacturer or its distributors and shall he available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall he cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I. 2 and this last page 3. END OF TIIIS ACCEPTANCE 3 •. fool" • • • • • .. • • • • • • • • • .. •.• •• • • • •• • •o• 1.. ilclmy A. atat' •. • :4roilitettdintrol f Product Control Division •., - • •. • • .l"• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • - • •• •. • • • •• •• -•• • • • 000 1 • MIAMED - PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Dixie Hwy. Bay 23 North Miami Bch ,FL 33162 The expense of such testing will be incurred by the manufacturer. APPROVED: 04/12/2001 \\ s0450001 \pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE NII FRO - DADS H AOI.ER BUILDING 130 \VEST FL:VIL R STREET. SUITE 1603 NIIAN.11, FLORIDA 33130-1563 (30513 FAX (305) 375 - (o i R.1( LICENSING SECTION (3951 375 -3 2537 FAX (305) 375 -3558 ('ONTRA(TOR E`FOR(E:myr DIVISIOS )305) 375 -2966 FAX (305) 375 -3008 Your application for Notice of Acceptance (NOA) of: 0.063" Aluminum Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0124.15 EXPIRES: 03/26/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. PROD(•(' CON112OI. DIVISION 1305) 375-2902 FAX (305) Francisco J. Quintana. R.A. Director t 4ittltl-trute otority. • ••• • t r e•r • [3trildill,u;C �t u 1 h nee nice • .•••••• ••• •• • • • ••• • • • • • • • •• • • ••• ••• • • • • • • • •• • • • • • • • .. ••S '•• ••. . : • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • Homcpage: httpWZwvV.blgltripgcgtho :line • om in N 0 0 N 400 " 75t -125" TYP. 2 016" , VARIES 5 00" MAX. J ANGLE O 5 SCALE : 3" = 1'- 0" = r F o wJ Z ZZm w J _J w Z0 ' Q <ow a "gy0 taw Q xw VIU E CC -J N I ID LL WIDTH UNLIMITED 1 (PERP. TO PANEL SPAN) SECTION (TYP.) FASTENER (la 12"' 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND (ln 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. EXISTING CONCRETE, . HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) PRODUCT MARKING LOCATION 12 00" COVERAGE 170{ TOP MOUNT PIECE O,O O.DR CI 6" PLAN VIEW TYPICAL ELEVATION - TYPE I 2016" 8 1 x 1" TUBE FASTENERS (SEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECE 4® OR 0 OVERLAP FASTENERS TYP. (SEE NOTE # 6) -- PRODUCT (OPTIONAL LOCATION) 063` \ ti 400" O STORM PANEL SCALE 3" = V- 0" 1/6 -20 X 3/4" MIN PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 093" TYP. � JW Z wJ Z Wzm J'QQ J aI- w E z <ow Qj J " gy p x w ENU - 1 N w J J w z a X CC 0 LL ALUM. ANGLE CLOSURE PIECE 1 "'x 2" x .055" MIN. TO 2" x 5" x .055". MAX. WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION 0851 1 05'1 2_ 016 1 • i 75' 6.00" COVERAGE 7 50" HALF PANEL 25" (ZAMAC 3 ALLOY) WASHERED WINGNUT 7 SCALE . HALF SIZE TOP MOUNT CO PIECE 4 OR OR DIR�CT MOUNT 8 1 " x 1" TUBE FASTENERS (SEE PLAN • VIEW &NOTE 6) PLAN VIEW 6 BOTTOM MOUNT I PIECE 4 OR 0 •(TYP.) OR DIR CT MOUNT TYPICAL ELEVATION -TYPE II EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) PLAN VIEW- SCALE 1 -1/2" = 1' -0" t 0 (TYP.) UNLESS CLOSER SPACING REQ. FOR DIRECT MOUNT TYPICAL ELEVATION - TYPE III NO FASTENER & TUBE REQUIRED TO HOLD PANEL SEAM TOGETHER FOR THESE MOUNTING CONDITIONS. 1/2" ANGLE CL E CONTINUOU ER THROUG " x 125" MI 5" x 125" M LL 1-- o1 01 '1 ,.2 0 "h" HEADER SCALE 3" = 1'- 0" • 1 00" -16 GA (TYP ) 16 GAGE STEEL TUBE SCALE . HALF SIZE WIDTH UNLIMITED • (P TO PANEL SPAN) • SECTION 1 ALUr TO B HEAD 2" x TOP MOUNT PIECE(4) OR 0 OR DIRECT MOUNT BOTTOM MOUNT PIECE() OR 0 OR DIRECT OVERLAP OSURE PIECE: S FROM INSIDE H BOTTOM SILL N TO AX 1 -1/2 "T MIN. , F .V 00 "U" HEADER O SCALE 3" = 1'- 0" • 0 co (TYP 090' 4185." 307";66 6" t- HORIZONTAL LEG OPTIONAL CLEFT OR RIGHT) OPTIONAL ANGLE O SCALE 3 = 1'- 0" GENERAL NOTES: 1 THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION 2 POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH A.S C E 7 -88 ';MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3 STORM PANELS SHALL BE 5052 -1132 OR 3001. H -34 ALUMINUM ALLOY, 0.063" THICK. WITH A MINIMUM Fy OF 26 K S I (BEFORE ROLLING). ALL EXTRUSIONS SHALL BE 6063 - T6 ALUMINUM • ALLOY, U 0 N •• • • • 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF 1T41E•E14D OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PAANEL, AND SHALL BE LABELED AS FOLLOWS: • ATLANTIC SHUTTERS INC. NORTH MIAMI BEACH, FLORIDA ORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPR • WOO :. 5. ALL BOLTS AND WASHERS SHALL BE GALV. S STEEL OR HAVE APPROVED COATING WITH A Nela•ZENSILE • STRENGTH OF 60 K.S.I. • • • 6. FOR TYPE I OR II PANELS LESS THAN 101" HIG•SliiML BE FASTENED AT OVERLAPS. AT MIDSPAN, WITH 1 /4•20•.c ) -1/2" MACHINE SCREW SIDEWALK BOLTS WITH DIE CAST ALUMINUM • WASHERED WINGNUTS OR JACKNUTS; UTILIZING A 1■■ x 1" x• 16 GAGE STEEL TUBE AT MIDSPAN.• (SEE TYPICALGELEVADTION). TYPE I OR II PANEL SPANS GREATER THAN 101' • 15UT•LESS • THAN 135 -1/2 " USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I AND I1. FOR. PANELS SPANS LESS THAN 33 " OVERLAP FASTENERS AND TUBE AT SEAMS ARE NO REQUIRED. FOR TYPE in PANELS. NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MATERIALS USED IN PRODUCT TESTING. 8 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH MIAMI -DADE COUNTY PROTOCOLS PA 201, 203. AND 202 REFERENCE CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 95 -006, 96 -007 & 96 -007'R 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM, ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING WHEN NEEDED. OLTS AND TUBE ARE PROPERLY INSTALLED, B EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) Zy _w W Qo —o 0 • ,, cn ¢ w w O z U _ > z W1 N W y Z z N 0 �r z 3 i a a I0 8 • T 7, e — C V. I KNELEVIC: ° 10FEM10 1_ ENG FL LICens,No: PE/961 983 FASTENER (al 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P S F. AND @ 8" 0.0 FOR DESIGN LOADS GREATER THAN 110 P S F APPROVED AS COMPLYING , 2 2001 SOUTH FLOR IDA 8 (scale CODE 01: 1e o I1] DAT � /I 2101 ;• drawn by J t. s n9fE0 ` wv BY •��../ i ,t /�. dei q n by )(checked by� t _ VAC j vJK) PRODUCT ONTROL DIVISION r` drawInq no BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.y {- EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE EMB ED ANCHOR SCHED BASED ON TYPE OF STRUCTURE --` /t` SEE' MIN STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GL ASS OR DOOR tri /0 Li / 0 w GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EMBED ,4! a ANGLE TO WALL DETAIL SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) O CONT. (TYP. TOP & BOTTOM 0 CONT. — FINISH MATERIAL STUCCO. AND /OR PLYWOOD — FASTENER SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 2" EE EDULE, T ION "TYPE 5" WALL MOUNT SECTION SCALE : 3" = 1' -0" FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 4" 1/4 -20 MACHINE BOLT & NUT @ 12" O.C. •.UlAum sum* Z w -J J w Z 0. ® 0 FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE — EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE (TYP. TOP & BOTTOM) x SIDE CLOSURE REQ•D. (SEE SECTIONS OF ELEV.) BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" w J m 4 !-- w w In 1/4 -20 MACH NE BOLT & WINGNUT @ 6" 0.C. FOR TYPE 1 & 11 AND (ul 12" 0.C. FOR TYPE III 1/4 -20 MACHINE BOLT & NUT (nl 6" 0.C. • • i 1/4" MAX PANEL TO ANGLE DETAIL SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR 1/4" MAX. r r- PLYWOOD AND STUCCO FINISH 2" " PT.WOOD BLOCKING GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 1/4 -20 MACHINE BOLT & WINGNUT @a 6" 0 C FOR TYPE I & li AND pa 12" 0 C FOR TYPE 111 L ��rnnninrrui err %rnrr :•::::• ::•: z EMBE (MAX DESIGN LOAD 72 PSF) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WOOD FRAMING FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION "TYPE 3" WALL MOUNT SECTION (BOTTOM) SCALE 3" = 1' -0" NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WOOD CEILING /INSIDE MOUNT SECTION SCALE • 3" = 1' -0" 13 z w J J w Z Q 0 X ; a l CONT Z 1 r- PLYWOOD AND STUCCO FINISH 1/4" MAX - 1/4 -20 MACHINE BOLT & WINGNUT p 6" 0.C. FOR TYPE 1 & II AND [la 12" O.C. FOR TYPE III FOR WOOD BLOCKING USE 1/4"O x 1 S S LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING (al '12" 0 C. TWO 1/4 "O x 4 - 1/2" S.S LAG SCREW @ 24" 0 C MAX W/ 1 -3/4" PENETRATION IN CENTER OF STUDS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE GLASS OR DOOR SEE OOR SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE w 13 0._ EMBED OCONT GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) © CONT 1/4 -20 MACHINE BOLT & NUT p 12" 0.0 OCONT (TYP TOP & BOTTOM NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. FASTENER SEE ANCHOR SCHEDULE, REF CONNECTION "TYPE 3" SCALE 3'• = CEILING /INSIDE MOUNT SECTION EXISTING STUCCO FINISH (TYP ) — 1/4 -20 MACHINE BOLT & WINGNUT p 6 0 C. FOR TYPE I & II AND (a112" 0 C FOR TYPE III 0 EDGE DIST ww FASTENER SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 3" --o iN FASTENER SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 4" FINISH MATERIAL STUCCO, AND /OR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE x SIDE CLOSURE REQ'D. (SEE SECTIONS OF ELEV ) J 4 W w • • . • • • • • • •• • • . • • • •••• •■ • • • •••• • •• •• • • • • • • • • ▪ • • •• • • • • 1/4 -20 MACHINE BOLT & WINGNUT (0 6" 0.C. FOR TYPE 1 & 11 AND p 12" 0 C FOR TYPE III PLYWOOD - HEADERS V & U CAN NOT BE USED IN COMBINATION WITH THIS DETAIL APPROVED ASCOWIPLYING AE CODE F ALT. BUILD -OUT MOUNT SECTION FLORIDA BUILDING ^1 TE • SCALE : 3" = 1' -0.. BY riff,. I. hit PRODUCT CD "OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - . I S U° 2 Z ,_ N w to ~ W r- a —o U¢ 0 q to s •8 n = w U o W: N WH Z Yc.) co 0 a, m 0 w ■ z T 4 0 0 a 0 0 0 p 8 V.J. KNEZEVJ'Bti 1 'PF.OFESS%ONALE MEEII FL Lic n - No: PE •� 983 2200 ria-te 01/18/' 1/18/01, ( s a rdra. n by AS ca 4orED AV} design. y 1fcnecked Kyl r drawsn no J l _ _ 0 !- 21 -_1. f= %nee12of BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5" 5•-0" 9. -5" Tw = 125" 8' -0" 8.' -1" Tf = 125" 2 - x 9- 5' -0•. 15' -11.. Tw = .125" 8' -0" 13 -7" Tf - 125" THREE 1/4 "0 WOOD LAG SCREWS W/ 2 -1/4" MIN EMBED. @ 24" 0 C MAX. WOOD ROOF TRUSS OR FRAMING MEMBER CONT. 4" x .250" ALUM PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT PLATE WHERE TRACK ENDS BETWEEN TRUSSES SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) (MAX. DESIGN LOAD x 72 PSF) SOFFIT CONNECTION DETAIL O G SCALE : 3" = 1' -0" SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 "0 THRU BOLT ANGLE TO ANGLE CONNECTION Cal 12" O.C. 2" x 2" x .093" STUDDED ANGLE N M /1 R /n1 17• IS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE -r FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 4" 2" x 3" x 1/8" OR 2" x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP TOP & BOTTOM) NOTES THIS DETAIL MAY BE USED. AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD - 72 PSF) O ANGLE BUILD -OUT SCALE. 3" = 1' -0" #14 SMS BETWEEN TRUSSES @ 12" 0 C .FINISH MATERIAL STUCCO. AND /OR PLYWOOD 1/4" MAX EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE w -J 0] Q F- w w 1I SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 0 w E MB l7 /° // GLASS OR DOOR / N I Z t70 ES r • %M NJOI 1N/N/. /WM % MI__n___ i \N f f VANt ///�I1p1111Yf IhrANA N1//FNAWNW3I1 Pr pi 1 1 2" x 2" x 093" ALUM STUDDED ANGLE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL, STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO -1/4"0 THRU BOLTS 2"x3 "x1 /4"x0'46" 6063 -T6 ALUM ANGLE 1 _ ART-111-- # SMS C a l 12" 0. C. F-- THREE 5/16 "0 POWERS RAWL CALK -IN Cal 3 -1/8" 0 C W/ 1 MIN EMBED. IN CONC OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. (MAX. DESIGN LOAD : 72 PSF) HEADER MOUNT DETAIL K SCALE 3" = V -0" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) -J w Z Q a II z X � Q Z F - r SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 2" x 2" x 093" STUDDED ANGLE MAX 1/8" TILE FINISH MATERIAL 2" x 4" x 1/8" CONT 3/4" PLYWOOD ALUM. TUBE (6063 -T6) —1/4"0 POWERS RAWL CALK -IN Cal 7" 0 C WITH 7/8" MIN EMB IN CONC OR HOLLOW BLOCK OR 1/4"0 LAG SCREW © 12" 0 C W/ 1 -1/2" MIN EMB IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER TIC 1/2 "0 THRU BOLT Cal 12" 0 C 1/4 "0 POWERS RAWL CALK -IN Cal 12" 0 C WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW © 24" O.C. W/ 1 -1/2" MIN EMB IN WOOD WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER 2" x 2" x 1/8" CONT ALUM ANGLE 6063 -T6 (MAX. DESIGN LOAD x 72 PSF) H 0 "PASS THRU" DETAIL SCALE : 3" =1' -0" APPROVED AS COMPLYING WITH THE - SOUTH FLORIDA BUILDING CODE DATE BY O PRODUCT C . TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O1 (01 -'-1 . ( � 0 to z w - 1/4" STUD Ca112 "0C X A . SCALE • 3" = 1' -0" (MAX. DESIGN LOAD -- 72 PSF) TRAP MOUNT DETAIL SCALE 3" = 1' -0" 5/16" 0 POWERS RAWL CALK -IN CO 5" O.C. W/ 1" MIN. EMB. INTO CONC. OR BLOCK W/ 5 /16 "- 18.MACHINE SCREW 2" x 5" x 1/8" CONT EXISTING CONCRETE ANGLE 6061 -T6 ALUM. 4/ ••. OR HOLLOW BLOCK SEE 1/4"0 STUD @ 12" O.C. •• • ANCHOR SCHED BASED ON TYPE OF STRUCTURE • NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD = 72 PSF) EDGE MOUNT DETAIL EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 3" 1/4" -20 STUD & WING NUT Cal 6" O C FOR TYPE I & II - J Z Q AND @ 12" O.C. FOR (- TYPE III X Q 2" x 5" MAX x .093" Z STUDDED ANGLE - • •• • • • •••• • • •• • • • • • • • • • • • • •• • 0 0 u 0 U • • .-.-* • • • 0 1 Zi r t cc C : 4 re:l • Q p i . •• T40 C = • e _z au rn z c u 3 O a a a o m i > _d m T Y� �> 0 0 f PHDFESSIONAL V.J. KNEZEVlJ 5N EER FL LIc No: P[ QO1 9C3 2001 0 1/18/01) g ars i 1 AS NOTEOk ..... C !" ) rd}. e9 w.04 y (checked K yI ~ drawing no J 01 _ 210 __ h se et3of7 I (MAX. DESIGN LOAD s 72 PSF) SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) n+ !1 o /r 1 1 '). za GLASS OR DOOR 2" x 2 "x .093" STUDDED ANGLE A TWO 5/16 - 0 POWERS RAWL CALK -IN Cal 3 -1/8" 0 C W/ 1 MIN EMBED IN CONC OR HOLLOW BLOCK W/ 3 -3/4" MIN EDGE DIST W/ 5/16 " -18 MACHINE SCREW R- -1®1 T f 1," 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE J . w ;.' Z;w <1 " .1 i #12 SMS 1-1 Cal 12" 0.C. TWO -1/4"0 THRU BOLTS ALT. LEG DIRECTION FINISH MATERIAL STUCCO. AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O M STORM PANEL SUPPORT BEAM SCALE : 3" = 1-0" USE REMOVABLE ANCHORS ONLY Cal 6" O.C. MAX FOR TYPE I & II AND Cal 12" 0.C. MAX. FOR TYPE Ili. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 1" (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE P DIRECT MOUNT DETAIL . SCALE : 3 = 2" x 7" x 9' - 7" MAX. Tf = 0.13", Tw = 0.055" 6063 -T6 ALUMINUM LA BEAM 1*12 x 1" ALUM TEK SCREW OR 300 SERIES S.S. TEK SCREW Cal 8" 0 C. TYP FINISH MATERIAL STUCCO, AND /OR PLYWOOD FINISH MATERIAL STUCCO, AND /OR PLYWOOD I. 1/4 -20 S.S MACHINE SCREW BOLT & WINGNUT Cal PANEL MIDSPAN Cal 51" 0.C. MIN. 2" x 2" x .125" MAX. 4" x 4" x.125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE 1" x 2" 2" x 2" 0 055" 6063 -T6 ALUM TUBE 1 /4 "0 MACHINE SCREW BOLT 1/1." POWERS CALK -IN W/ 7/8" EMBED. IN CONCRETE OR HOLLOW BLOCK Cal 6" 0 C EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE (MAX. DESIGN LOAD x 72 PSF) 2" x 2" x 093" STUDDED ANGLE NOTE• THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL O 2" x 2" ALUM. TUBE BUILD —OUT N SCALE 3" = 1' -0" STORM PANEL © ALT. CORNER DETAIL SCALE . 3" = 1' -0" — STORM PANEL 1/4"0 THRU BOLT [a1 12" 0 C. ANGLE TO ANGLE CONNECTION EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE 2" x 2" x 093" STUDDED ANGLE 1/4" -20 MACHINE SCREW STUD & WING NUT (B 6" 0 C FOR TYPE I & II AND 12" 0 C FOR TYPE 111 2" x 3' 2" x 4" x 1/8" 2"x5 " 6063 -T6 ANGLE FASTENER SEE ANCHOR SCHEDULE, REF CONNECTION "TYPE 3" 1 -1/2" MIN 1 -1/2" MIN.! EDGE DIST SCALE . 3" = V-0" NON- STRUCTURAL (MAX. DESIGN LOAD = 72 PSF) NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL STORM PANEL BUILD —OUT 1/4" -20 MACHINE SCREW STUD & WING NUT 0C. FOR TYPE I8 AND 12" 0.C. FOR TYPE III 2" x 2" x 093" STUD ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORI•A BUILDING CODE 3 D y ATE 0 = 1 1 0 PRODUCT C • ' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO .0 t - I 0 • . • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • ••• e a • " n Cal : C " t o o a p ° CI) > Ce > o a � 6 .E ° z -N w 0A ' - W `- U <0 — Us 0 • co cc <T, 0 • — = w 2 . > W!" Wy Z z 0 • • W Ma- •• • .�qA N .4 • S. . H m 074 � 3 z • F 4 1.01 01 01 -210 I J.J. K1VE7.EVI IPROr'ESSIO En NEER I F L Ly4 n ©No: � P �J83 pfsi 2 =zooli la•re 01/18/ j 'l tlawn r by . ac AS ■NC?:ED,I AV) {design drawing no • she L o f T - j • • • • • • • • POSITIVE DESIGN LOAD (w) (PSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) W/ BAR & BOLTS NO BAR (TYPE III ONLY) W/ NO BAR 1.0 0 5- 0 2 -1/2 2 -1/2 8 -5 1 -1/8 8- 5 2 -1/2 2 -1/2 11 - ' 1 -5/8 8- 8 2 -1/2 2 -1/2 10 - 1 -5/8 11 - 4 2-3/1. 3 -3/4 65.0 2 -5/8 • 50 0 5- 0 2 -1/2 2 -1/2 9 -8 1 -1/4 8- 5 2 -1/2 2 -1/2 8 -2 1 -3/4 8- 8 2 -1/2 2 -1/2 90,0 1 -3/4 11 - 0 3 3 -3/4 4 -7 3 60 0 5- 0 2 -1/2 2 -1/2 5- 7 1 -1/4 8- 5 2 -1/2 2 -1/2 130.0 2 8- 8 2 -1/2 2 -1/2 3 -3 2 -1/8 10 -0 3 3 -3/4 6.- 3 3 70 0 ' 5- 0 2 -1/2 2 -1/ 170.0 1 -1/4 ' 8 - 5 2 -1/2 2 -1/2 / 2 -1/4 - 2 -1/2 2 -1/2 4 -11 2 -3/8 9 - 8 3 3 -3/4 3 -1 3 80 0 4- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -3/8 8- 8 2 -1/2 2 -1/2 2 -1/2 9- 3 3 3 -3/4 3 90 0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -3/8 8- 9 2 -3/4 3 -3/4 2 -3/4 100 0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 _ 8- 3 2-3/4 2 -1/2 2 -1/2 110 0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 7 - 11 2 -1/2 2 -1/2 1 -1/2 120 0 4- 0 2 -1/2 2 -1/2 • 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 7- 6 - 2 -1/2 2 -1/2 2 -1/4 NEGATIVE DESIGN LOAD w (PSF) TYPE 1 TYPE II TYPE III ALL MOUNTING CONDITIONS W/ "U" HEADERS. "H" HEADERS W/ STUDS p 6" 0 C STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS @ 6" 0 C & DIRECT MOUNTS W/ ANCHORS (la 6" 0 C (TOP & BOTTOM) STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @ 12" 0 C & DIRECT MOUNTS W/ ANCHORS (1a 6" OR 12" 0.0 (TOP & BOTTOM) x L max. (FT -IN) . L max (FT -IN) L max (FT -IN) 30.0 8 -5 11 - 11 -4 40.0 8 -5 11 - 11 - 1 50.0 B - 5 • 10 -6 10 - 60.0 7 -9 10 -0 9 -5 65.0 7 -•2 9 -10 9 -0 70.0 6 -7 9 -8 8 -8 75.0 6 -2 9 -6 8 -2 80.0 5 -9 9 -3 7 -8 90,0 5 -2 8 -9 _ C 10 100.0 4 -7 8 -3 6 -2 110.0 4- 2 7- 11 5- 7 120.0 3 -10 7 -6 5 -1 130.0 3 -7 7 -2 4 - 9 140.0 3 -3 6 -8 4 -4 150.0 3- 1 6.- 3 4- 1 160.0 2 - 10 5 - 10 3 - 10 170.0 2 -8 5 -6 3 -7 180.0 2 -7 5 -2 3 -5 190.0 2 -5 4 -11 3 -3 200.0 2 -3 4 -8 3 -1 01/18/01 17•IR TABLE 1 - STORM PANEL SCHEDULE NOTE: FOR TYPE III - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER. I ANCHOR SPACING SHOWN IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED THAT SHOWN IN FASTENER SCHEDULE. TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING WITH THE 2 ILDING CODE of • SOUTH FLORI DATE A BY AB PRODUCT C. • ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.01- CA 7 - 4- 1 • 15 • • • • • •• • • • • • • •• • • • •• • • • • • • • • • • • • •• • (U z Z y _w fn w ~ n Q o . U 04 � Q • w w - z w 0 > z N D w 0 Z z c o ) 0 O e 0 0 ee I 1/ J_ KT4F71W CH PP. /FEF:2I07A +INEER F L L on .o No; F'ti•n0 09(33 z rc O O a n u 8 )RCN ' 2 2001 [date J 01/18/01] 1 ;4 /-; `toravn b AS NO 'Mil �ii A" C ea.gn by t(Ch .cb eel D y) r vp( J l VJK I) I Or awing no 01-210 r sheet5of 7 I ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE . LOAD (W) PSF MAX 2" EDGE DISTANCE 3" EDGE DISTANCE .��. 5 B' -5 MAX SPAN MAX SPAN ,rr 11' - 4 ,. MAX. SPAN 5' -0" MAX SPAN � 11. - MAX SPAN CONNECTION TYPE 1 2 3 4 5 CONNECTION 1 TYPE 2 1 3 4 5 CO ' ION TYPE 1 1 2 , 3 CONNECTION TYPE ; 2 1 3 4 5 CONNECTION 1 2 TYPE 3 4' S CONNECTION I 1 j 2 TYPE i 3 4' 5 MIN. 3,000 PSI CONCRETE �'' l U J 1/4 "0 POWERS CALK EMBED. SIDEWALK (3 /4•'r �,,,(I" -IN W/ &1 HEAD) /RAWL 7/8" /4 -20 BOLT 48 12 12 12 12 12 12 9' 12 j/ 8 9 7 L6 5 co +r•.o Ln 12 1212 12 12 12 12 9 - 112 3 12 12 12 7 12 12 1 2 4 12 12 12 12 6 12 12 12 12 12 12 7 5 3 3 12 12 12.7 9 7 8 112 1 10 5 4 16 121 6 8 11 12; 4 ;10.6 :9 12 3 19 ' 5 ; 7 12. 3!7. 12I 3 I 7: 4; 6 62 12 12 12 12 11 12 12 12 5 1 8 7 9 12 1 4 1 7 6 I 8 12;315:4; 6 6 12 • / 5 � 12/ 4 12 4 12 12 10 72 - -� - -._,. 92 �.. 12 7 9 7 11 200 12 % 4 3 5 12 / 4 13 15 3 5 fI� 48 62 12 12 12 7 10 1214 8' 6 12 " i i / 63k4 10Ar 12' 6I3 9 � 4 3 12 12 12 12 7 12 11 12 8 11 5 7 Iw V;) tfl N I N r 12 12 12 10 8 % 7 o i co l in m 5L6 415 3 1 4 121 7t415 10///633 9 5 j. 3 12 10 12 6 11 9 .5 4 8 6 I[!71 ° lr -- 1 /4 "o POWERS /RAW ZAMAC NAIL -IN W/ 1 =1/8" MIN. EMBED. 72 92 200 12 3 7 % 7 �� 3 S /� Cr ��/� / // / 4 / 9 4 6 ��/�� 9 7 . 3 1 3 7 f 4 e 7 �� 1/4•• "PANELMATE MI 48 12 12 12 8 10 12 4 1 1 5 6 I/ l 12 12 12 8 10 . l 11 11 i nn a 4 3 62 12 10 9 6 7 ��/ 4 EVA 11 11 6 8 4131 4 1 4 3 4 SIDEWALK i ELCO XIMEMEE> FEMALE W/ 1 -1/4" BOLT 0 72 12 6 8 5 6 10 ui "�� jfJ � 6 9 •5 - 10 5 92 12 3 6 4 5 �// / �A A 12 3 7 8 4 3 7 0 3 7 % 3 % 200 - �� - a �� 7 =ffialTh8 'O ELCO MALE MBEDMENT 48 12 12 12 8 10 12 4 17 15 6 1W41113111 12.112 12 8 10 12 4 8 5 1 6 12 % 6 1 3 4 62 12 10 9 6 7 /:5I3 4 W�� rAer 12 12 12 11 6 3 11 6 9 7 a 12�/ 6 10% 8/ 4 1. 4 34 3 9 51313 8 i� 3 7 3 7 ' % � 1/4 "•PANELMATE" MIN. 72 6 3 8 6 5 4 - 10 5 1 3 4 8 92 200 - ,� /� 7 �� II, 1M> TIMMM 1 /a "� 1/ TAPCO W/ 48 12 12 12 10 12 12 6 1016 7 12 3 7 4 5 12 12 12 12 12 12 6 12 7 8 1213.191516 62 12 12 12 8 9 12 3 7 1 4 5 EV 12 12 9 11 12 4 o 4 6 u1 12 ✓ 7 1 4 14 72 12 8 11 7 8 167/ S / 9 12 8 9 12 3 8 rpm 12 ' 12 • 131 co . ui o+ N m N I N N N r r r r r 4 5 8 10 � 6 7 5 6 4 5 11 / 6 1 3 4 �� 200 12 4 8 5 6 10 �� gQ�� /�1�V 5 11 7 9 5 3 3 8 j %� �� a �� in 9 5 1 3 3 1 2 1 1-2 � 4 � 110 -6 _ 1. 7 V 7 4 15 12/ 6 414 48 12 12 12 11 11 8 � 12 12 ��II 6 3 8 6 1 6 5 8 6 12 3 12 f 10 v, • �i % % 6 5 5 3 5 4 3. 3 12 12 12 12 10 6 12 12 12 1 12 9 12 7 : _ it 62 1 111111 Ili - 1/4 SLEEVE W/1 G1 " DYNABOLT ANCHOR -1/8" MIN. EMBED. 72 92 8 12 8 9 7 7 5 9 7 11 • 5 3; 4 200 1 1 3 rr� /�� VAIIE�/� j 3 �� 5 3 4 11' 5 3 1 4 Is 48 12 12 12 12 12 12 9 10 9 11 1215 8 7 8 12 12 12 12 12 12 11 12 12 12 12[6 112 9 10 62 12 12 12 12 12 12 5 8 7 9 12 3 6 5 6 12 12 12 12 12 12 6 12 9 11 121 4 110 7 8 �I I IV SP 1/4'0 W/ POWERS /RAWL DROP -IN & (3/4 "0 HEAD) 1 -1/4" MIN. EMBED. 72 12 12 12 11 12 12 4 7 6 7 12 K/A 5 4 5 12 12 12 12 12 12 5 11 8 9 121 3 1 8 6 17 92 12 7 9 8 10 � j 6 �� 4 5 12 8 12 10 3 9 6 7 s 12 7 5 6 . 200 12 j 4 4 �� EWE= A4 4 5 7 5 A 7 5 6 12 7 5 6 48 12 12 8 5 6 10 3 5 333 3 Mfi// 12 12 11 6 7 11 66 333 4 62 12 6 6 4 5 e%% %A , /��. '� W! / /J. 12 7 8 4 5 ! s/// /. � Y� % 33 iaY 3 6 3 f j // :�I 3/16 1-3/8" 111111111N111111N1111111 ►> "0 ELCO TAPCON MIN. EMBED. 72 11 4 5 3 4 A. 12 4 7 4 4 4 5 3 92 8 � � r, 3 , A , / / �� 10 / 5 3 3 �� i 00 2 - - //� , / //1 /A / ./ /1!//J / //. � iL7i� �/ /.f� f , / /� // AMW .A.1 / / / /� %!" .4, , ANCHOR NOTES 1. SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. PAGE 5 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN 4 REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE, SEE CONNECTION DETAILS FOR. IDENTIFICATION OF CONNECTION. • •• •• TYPE. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES • • • WALL FINISH OR STUCCO. • • • • 6 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD • • • FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMI • 2" x 4'• (MIN) WOOD STUD WOOD SHALL BE SOUTHERN PINE G = 0 55 OR BETTER DENSITY 7 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN. EMBEDMENT INDICATED ABOVE. 8 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLTS. DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES. 10 EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. REQUIRED FOR DIRECT MOUNT [al 6" OR 12" SPACING ONLY. SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FF ff LO IDA BUILDING CODE DATE df I - Z /0 BY PRODUCT COf4 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. n i -01 24 . • • • • • •• • • ••• •••• U z Z u, _ - w w'' U t-� Qo -o U¢ o . 0 c ¢W cZS o > z w N 3 w cn Z z Y O z t U u 2 • . : 0 • 4.1 : l § ,•' � wr i•••• � •e 0 - u�•a• 1 ; 5 11 g Pila. p Y �••.. on • • 0 Z ou - o .c to > > - n ro , - �> a O O r V.J. KNEZEVIGH 1093FESSIUIU // .LEfi cti N E ER FL LIcin a No: P910 0903 i i 0 Utliavn by • n3_tctrrcoj` •v design by checkod by VP< VJK, Crav,nq no 01 -21-0 - sheet 6 of 7 • • COPYRIGHT C 2001 KNEZEVICH & ASSOCIATES. INC. go EMU 13013111111V A .4 W , ..1941.01 Ale A 1214)7;5 6 12V 513 105 ?3 4 12 12 12 6 7 12 7 9 c I 5 1 � L 8 f L 10 3 6 3 113 5 3 � 3 j 12 12 12 6 1 7 12 7 9 4 1 5 12 L 8 4 10 6 3�% / 12 12 12 12 11 11 12 6 9 EMEINILMFAMEI 8 10 12141715.6 / 5 314 CI�� 5 M'44 UM 513;4 / ©©fi'// E 3 // pupeW 101 3 6 1 3 : .3 / / A11 7 4 A. 8 % 1- j i /./ / 71Iv Aar %� % % // A A % % % ✓ //A 3 r47 Vii, e/ // rA EMEilli " / / 1 2 12 ®®E 8 ©� A '.. %� © ®0O E i © ©©©�/r 4 A Vijer /JEW W// .� 5 % r r%A raTed i tariff � r� 'PEVA i% / / / //� / / /�/ / / / / // A 9 3 © %© ©j 3 /J'// 12 6 12 8 10 12 �i� / / / / % / /� / / / / 0 / / / / / /J 12 12 12 12 12 MUM 9 Av A✓ / / /l / /� � ��/ 7� ��j/ 12 12 ®® 12 =®© / / / /.� / / % y / /�� / A, 1 2. 12 ®10 12 z 1 z 4 10 7 j % //� " j� Ain ,� iii OAK 7z # "' f 411=11 ®111 12 6 12 8 10 9 6 7 8 5 6 8' -5" 11' -4" MAX SPAN MAX SPAN 5 -0" 8' -5" MAX SPAN MAX SPAN t2 CONNECTION CONNECTION TYPE TYPE 1 2 3 4 5 1 12 12 12 7 11 1215110 12 11 12 6 8 121 3 7 3 1 5 12 7 11 5 7 11 6 3 3 8 L 5 12. 3 8 5 9 5 3 � , 11' -4" MAX SPAN ANCHOR TYPE 1/4 "0 POWERS /RAW CALK -IN W/ 7/8" EMBED. & 1/4 -20 SIDEWALK BOLT (3/4 "0 HEAD) 1/4 "0 POWERS /RAW ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBED. tllllllllnlnnll� 1/4 "0 ELCO FEMALE "PANELMATE W/ 1 -1/4" MIN EMBED. & 1/4 -20 SIDEWALK BOLT �lnnllnllnlillID 1/4 '0 ELCO MALE "PANELMATE" W/ 1 -1/4" MIN: EMBEDMENT E1mammmmlmmm> 1/4"0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4 "0 DYNABOLT SLEEVE ANCHOR W/1 -1/8" MIN. EMBED. ��nmm 3/16 "0 ELCO TAPCON 1 -3/8" MIN. EMBED. ll� ILtIl11111111�1I�lIlIS 1,2" SCREW ROD( 1/4 -20 ITW EPCON • EPDXY ANCHOR W/ S S MA- CHIME SCREW W/ 2" MIN. EMBED FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD (W) PSF MAX. 48_ 62 72 92 200 48 62 72 92 200 48 62 72 92 200 48 62 . 72 92 200 48 62 72 92 200 48 62 72 92 200 48 62 72 92 211 48 62 72 92 200 5 -0" MAX. SPAN CONNECTION TYPE 123 12 12 11 12 12 12 10 12 6 ANCHOR SCHEDULE 2" EDGE DISTANCE 3" EDGE DISTANCE ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w OM Z D F 1- VI X CC w1-- ANCHOR TYPE 1 -3 /L" MIN F S1111111111%1111111111111> 1/4"0 WOOD LAG SCREW W/ 1 -3/4" PENETRATION (SHEAR PARALLEL TO GRAIN) 1 -3/4" MIN E ^ �lnlnll�lin�lnnn 1/4"0 WOOD LAG SCREW W/ 1 - 3/4" PENETRATION (SHEAR O PERPPEENDICULAR LOAD (W) PSF MAX. 48 62 72 12 12'12112112 12112110111112 92 200 4 62 72 92 200 3/4" EDGE DISTANCE 5 -0" MAX. SPAN CONNECTION TYPE 112;34 12! 7 8 9 110 12 41415 12 12;12112112 12;121 9 11'2112 12;12: 8 111112 12 : 7 1 6 1 9 10 12 31415 8' -5' MAX SPAN CONNECTION TYPE 1 4 5 12 9 1 9 10 12 12 12 5 1 7 8 9 12 12; 416 6 8 12 1213 12 4 12:9 1 7 [10 12 12`51518 9 12IL1516 8 12; 3 1 3 5 6 12 • 31 5 11' - 4" MAX SPAN CONNECTION TYPE 1 2 3 4 5 5 7 3 5 5 6 12 % 1. 4 1 5 12 7 12 5 5 12 3 12 /l 3 12 12 f 7 6 5 4 4 7 6 5 4 1. • • 9 7 6 5 5 9 7 6 5 5 ANCHOR NOTES - 1. SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. PAGE 5 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN. 4 REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 5 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 6 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN ) WOOD STUD WOOD SHALL BE SOUTHERN PINE G = 0 55 OR BETTER DENSITY. 7. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN EMBEDMENT INDICATED ABOVE 8 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLTS. l DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES 10 EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE, IT IS FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE • • • • • •• • • • •••• • • •• • • • • • • • • • • • • •• • >c REQUIRED FOR DIRECT MOUNT @ 6" OR 12" SPACING ONLY SPACINQ NOT TO EXCEED VALUE SPECIFIED ...1N ANCHOR SCHEDULE. Areti COMPLYING WITH THE SOUTH FLOR }DA BUJLDIN G CODE DATE / I Z / BY_ PRODUCT CO TROL DIVISION BUILDING CODE COMPLIANCE OFFICE AL.I =»AIrc AIA /\ I _ P t "(1 1 • • • • • • • • • • • • • ••• Q • (P- t Gittet • au c O v • o a, > > - n 0 amaramnrome f> ao 1 1 V.J. INE21-.Y fi ( 1.110FESSION2.t4N, INEEfl FL LicJJf��inf No: PE / 0 / : . 09133 -V 1 hl . - N 2 Z (late I 01/18/0 C - � by ' `n1 NoTEO)l a"I Jemg by fCnetw.d by) 1 VJK,I V," dra..up nA -- 01 -210 t sheet 7 of 7 ; Dear Lam/ f1 1 F_ We are the Dade County Notice of Acceptance Holder for the SSA/(6.8" - HR) Aluminum Accordion Shutter under number 03- 0116.02. This letter authorizes S'6d -U f - �t.►0 u 9r2e a Accordion Shutter to be used at the following job: Sincerely, Mathew Cicero President Coastal Shutters, Inc. 3789 N.W. 46th Street • Miami, Florida 33142 Office 305 - 633 -3351 • Fax 305 - 633 -3516 1- 888 - 927 -3740 to use our 6.8" 13 rex Re�s�,cr TC -(- t2.26 A1 6 .sr MiA-MI stito cft- M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Coastal Shutters, Inc.. 4595 N.W. 37 Court Miami, Florida 33142 .0 3,i 44 „,6 -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 NO A shall not be valid after the expiration date stated below. The Miami -Dade County sero Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) the right 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: SSA / (6.8" — HR) Aluminum Accordion Shutter . APPROVAL DOCUMENT: Drawing No. 01 -855, titled " Coastal 6.8" — HR Residential Accordion ", sheets 1 through 11 of 11, prepared by Knezevich & Associa s, Inc., dated December 8, 1998, last revision #8 dated February 10, 2003 bearing the Miami -Dade County roduct Control Revision stamp with the Notice of Acceptance number and expiration date by the Mi -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Sma Missile Impact ELING: Each unit shall bear a permanent labWwith the manufacturer's name *or logo, city, state and the LAB 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. • TERM NATEON 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 Offical• This NOA revises. & renews NOA # 02- 1210.03 & consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by Relmy A. Makar, P NOA.No 03- 0116.02 Expiration Date: 02/04/2008 • Approval Date: 03/06/2003 Page 1 0 !n -115" 0 0 0 0 N :60.0` WALL HEADER (6.8 ONLY) SCALE: HALF SIZE .588 ;• 0 r 0 0 • 2.8'74" .250" TYP. 125" TYP. 2.655" 1.825" 1.583" .484" 6° 7.00" MAX. X ANGLE (HR ONLY) SCALE: 3" = 1' - 0" 5.00" MAX. O g ANGLE (6.8 ONLY) SCALE: 3" = 1' - 0" -105" TYP. 2.300" 11, _250" (1) BASE SILL SCALE: HALF SIZE 1.048" .068'= .875' F .1875" • .1125" 4 "44 .3375" FOR 6.8 AND HR WHERE LOCK PINS ARE USED, THEY ARE ENGAGED IN THE STACKED POSITION AND ARE NOT REQ D IN THE CLOSED POS1 - ION. 15 ALUMINUM OR PVC LOCK PIN (NOT REQUIRED) ._.SCALE: HALE SIZE - • 2.782" O WALL HEADER SCALE: HALF. SIZE .105" TYP 3.635" 4.510" BASE TRACK SCALE:•HALF SIZE 1.110" MALE / FEMALE LOCK (6.8 ONLY) SCALE: HALF SIZE • 0 0 0 N . ot 200" MIN. 0 0 m r' 1.230' / i .060 2.702" •2.465" .1'25 2.289" 1.994" .258" r.03OR 1.250" .971" 2.822" O HEADER SCALE: HALF SIZE 4.190" HR ID. MARK .0618" 0 TYP. HR SLAT SCALE: HALF SIZE .258" r.03OR 4.603" 4.140" 054" TYP. 6.8 SLAT SCALE: HALF SIZE 1.523" 30.225° .043" .150R 6.8 STARTER SCALE: HALF SIZE 1.200" 1.100" :125" .314" m 325" r ng 022" 069" .219" .297" of - .115.. 2.642" • :190" -250" .250 .125' N ,19OLL- • 2.405" 1.100" 2.216" 3.874" .100" 7 1.750" -307' HR STARTER SCALE: HALF SIZE co` o ,� .3200 HOLE STAINLESS STEEL ASSEMBL ; NYLON WHEEL .24.0" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 12 ROLLER ASSEMBLY SCALE: HALF SIZE m 16 CENThR_MAIE 1 . _ 1 CENTER MATE 2 SCA.L.,E .k{ri F SIZ E .. 1.708" 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. BUILD OUT WALL HEADER (6.8 ONLY 8. W'• EN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE ' SCALE: HALF SIZE B LDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: - 4.596" HR ID. MARK-4 •21.9 .0618 " - '° - a ALT. HR SLAT 'SCALE: HALF SIZE 4.510" • 4.102" .054" O ALT. 6.8 SLAT • SCALE: HALF SIZE #10 -24 THUMB SCREW 1.825" 100" 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98. r A DIRECTIONALITY FACTOR OF Kd =1.D SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. • THESE APPROVAL•DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. - 971" / 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT -THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. .062' .;k 062" 1.200" . 2.298" 1.950" GENERAL NOTES; 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE INOA) BY MIAMI -DADE COUNTY PRDDUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE . ZONE IHVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE 096" AP ROVA DOCU ENTS,S. 33 INCREASE IN ALLOWABLE STRESS WAS USED IN 1.7501 /. 670 " / BRASS.PUSH LOCK SCALE: HALF SIZE . .3750 Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION. AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE : AREAS. ONLY OPTION "5" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS:• . COASTAL SHUTTERS, INC. • • MIAMI, FLORIDA ■ MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED ■ ••• • • 10. ALL EXTRUSIONS SHOWN SHALL BE 6063 -16 ALUMINUM ALLOY. U.O.N.. WItt i� MINIMUM Fy OF 30.125 KS.I. • • • • 11. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TE4SJI.E. • STRENGTH OF 60 K.S.L. U.O.N. POP RIVETS SHALL BE 1/4"0 DR 3/16'0 SO52 ALUM. - .227 - f 12. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREM• OR PUSH LOCK AT CENTER OR SIDE CLOSURE. - ��Q 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REPUIR 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOWABLE r p : ANCHORS SUCH AS POWERS CALK -IN ANCHORS. • • :(0 15. ALL EXTRUSIONS CAN BE USED FOR THE 6.8 OR THE HR ACCORDION SHUTf R JJ SYSTEMS. U :O.N. 16. THE HR ACCORDION SHUTTER SLAT HAS A BULGE @ CENTER CIF SLAT TO DISTINGUISH O FROM THE 6.8 ACCORDION SHUTTER SLAT.. //,, 0 0= o 5 0": 0 :n 0 .1 - -fir z z NJ EE T OR US WIH ANII 17 ONL - SLIDE. HOD - .SCALE: HALF SI%E tA er�� • 3n^lm m m m 0 ALLOY. ' • l ♦ a ti NYLON WASHER (NYLON BUSHING OPTIONAL) 4414 x 2 -3/4" 410 HT S.S. SCREW W/ A JS500 PLATING (TYP. TOP & BOTTOM) W/ WASHER: INTERIOR JOINT TOP NYLON BUSHING 7%16 "95 x 1/2" [nl 7/16"95 x 1" (ail INTERIOR JOINT BOTTOM . EITHER CAN BE USED ON EXTERIOR 14. BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE • • PRODUCT REVISED • as complying with the Pi0,7 Buidiag Code / AEceeptatnce No O3 O 1 ti . D Z - ExpirtiOO Date 0 d • �c9 By Miami roduct Division VJ. KN PROFESS, R. license 10983 3 on a d a Z • z x 0 r 0 m a r D In N 0 0 0 0 0 • O 0 tD 0) 1 41" .• '12%08/981 scale AS NOTED sign by [de V.Ia< lJ z u Q' u W Z 0 0 0 m grawing 01' -855 • r (- -- FT� •..- drewh by MC [Checked Vet • •• • • • • • • • ••••• • • • ••••r• • • • • • FASTENER @ 18" 0.C. • (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 6.80" (TYP.) ALT. DIRECTION OF ANGLE LEG 2 FASTENERS EACH ANGLE 1"x2 "x1 /8" OR 2 "x2 "x1/8" ALUM. ANGLE 3/16 "0 ALUM. POP RIVET OR #12 SMS 3/16 "0) ALUM. POP RIVET OR #12 SMS • @ 18" 0.C. (TYP. 2 "x2 "x1/8" 6063 -T6 ALUM. TUBE 1" x 2" x .093" 6063 -T6 ALUM. ANGLE, TYP. 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 3/16 "so ALUM. POP RIVET OR #12 SMS @ 18" 0.C. (TYP.) TYPICAL 6.8' BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) 3/16 "0 ALUM. POP . RIVET OR #12 SMS @ 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE • EXISTING GLASS •THREE 3/16 "43 ALUM. POP RIVETS OR THREE #12 SMS, TYP. 1"x2 "x1 /8 "OR 2" x 2" x 1/8" ALUM. ANGLE TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK - SLAT) TYPICAL CORNER CLOSURE DETAILS ..SEAt-p �- • � -1' ' - 6 -8 ink,CCCO RE:1 SHUTTE MI OT APPLICABLE TO HR ACC DRE, rsi SHL.JTTE 1 -1/2" M 1/4 -20 THUMBSCREW INTO THREADED HOLE. LOCATED © 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLAD_ S 8' -3 ". USE TWO THUMBSCREWS ON BLADES > 8' -3 ", ONE @ 1/3 SPAN AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED 1/4 -20 THUMB . DEVICE OR BR AT CENTERMA PLAN VIEW FO MIN. 0:093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. (ANGLE LEG FASTENER @ 18" 0.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). • #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET. OR 1/4 -20 MACHINE BOLT & NUT @ 18" 0.C. NOTE STARTER 11 LOCATION MUST BE ADJUSTED TO INSURE LL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. VARIES - NO LIMIT SECTION TYPICAL ELEVATION N-T.S. SCREW LOCKING ASS. PUSH LOCK TE. SEE TYPICAL • R REO.UIREME DOTTOM T .TOP TRACK PLAN VIEW TRACK EXISTING GLASS II PS k • , I 1 11 7. ti Im .■ I 1 I ITAVI L 11v ‘ 1.1. BOTTOM 1/4 -20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN . MULTIPLE SHUTTER ASSEMBLY' SCALE: 3" = 1' -0" 1 -1/2" #12 x 1/2" GALVANIZED OR S.S: SMS, 3/16 "d; ALUM. POP RIVET, OR 1/4 -2.0 MACHINE BOLT & NUT @ 18" 0.C. / x2 "x .090" 6063 -T6 ALUM. TUBE TYP. � 2 "x5 "x1/8" x CONTINUOUS ALUMINUM ANGLE OP.TIDNAL ANGLE ORIENTATION TYP. ASTENER @ 18" 0.C. (USE ANY ANCHOR SHOWN• IN ANCHOR SCHEDULE). Z N N o 1- d J Z� t z ~ 0_ Ow wtr LL SIDE CLOSURE OPTIONS SCALE: 3" = 1' -0" • • • •• • • •••• • • •• •• • • • • • • • •• • • PRODUCT REV SED " • as complying with the T ' Bolding Cade Acceptance Na 63 Gil o Expiration Date By Miami Dads °rcduct Contra Dn?Sia19 YJ. KN WA� CH Pxo>£mo 3h �, R License Al L F • 1 iE 2003 10983 us 0 •„ VA 14 O F Y z O 0 4 P1 z 0 "S J z 0 a r Z 2 0 a a W z 0 0 N O # 6 • YJ co (datn 12/08/98) (scale l I AS NOTED design by VJK drawn by MC (checked byl vJKJ - tlrawing. 01 -555 • • • • 41 • • •••• • • • • • II— FA li SEETA5LE GLASS DOOR SEPARATIO FROM GLASS w 0 W i- O EMBED. C4 CONNECTION REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. - SPACING O 0 4 na /2" r ao l g 0 . 17 ' SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS: BUILD OUT 1/2" 4• CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTLO EXISTING STRU w 1- � N 0 w GLASS OR DOOR — O w C 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2 "f O CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYR.) cc • W O I w •, w D - D 8 t _ = W r LAI V) I— O X i Z 3Z r Q J D UQ vi 1/4 -20 5.5. MACHINE SCREW 8&. NUT @ 12" O.C. 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) STING STRUCTURE 5" MAX. W 0 w GLASS OR DOOR 3" x 3" is 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) 1/4 -20 MACHINE BOLT W/ NUT OR 4414 SMS @ 12" O.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) • 6.8 .e.CGQR PD Ni O SHU1 E Ft NOT AP PLI CAS LE TO H R ACCORDION 5HLJTY'ER EXISTING STRUCTURE EMBED. • C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX: SPACING (STAGGER SPACING AS SHOWN • IN DIAGRAM ON PG. 5) 1/2" 1/4" MAX. FROM PIN N W LLi � J =0r w Z J co D I/ i < °ZF a o a La VI FROM GLASS 1/2' SEE TABLE / 2 FOR MIN. n SEPARATION r f "GLASS OR DOOR — BO WALL MOUNT SECTION SCALE : 3 "= 1'- 0" THREADED 1 /4" MAX. FROM PIN PENETR. T" GUIDE TO BUSHING PLYWOOD & WASHER (TYP.) STUCCO FINISH GUIDE TO• WASHER (TYP.) cc • cc w iu w 1--v) =0 r. W N1- °Um 0 -N < >z D i - a� U y - Q 1/4" MAX. FROM PIN EXISTING STRUCTURE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE Y �_ 2 FOR MIN. SEPARATION E WALL MOUNT SECTION SCALE r 3 1 "- 0" #14 SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" TUBE CONNECTION 1 " x4 "x.125" 6063 -T6 ALUM. TUBE NOTE: THIS DETAIL MAY USED AT TOP MAX. DESIGN LOAD = 72 P.S.F. GLASS OR DOOR z 4412 x 1/2" SMS @ 12" D.C.• DR' 3/16 "0 ALUM. POP RIVETS (a 6" O.C. OS AND ASSEMBLY GUIDE TO BUSHING • WASHER ITYP.) EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING • WOOD ANCHORS NOT A CCEPTABLE CO f w 4412 x 1/2" SMS @ 12" O.C. OR 3/16 - 0 ALUM. POP RIVETS @ 6" O.C. EXISTING WOOD TRUSS OR RAFTER @ 24" MAX. 0.C. EXISTING FINISH MATERIAL 1/4" MAX. FROM PIN GUIDE TWO 1/4 "O WOOD LAG SCREWS @ 24" O.C. MAX WITH 2" THREADED PENETRATION "T" INTO CENTER OF STUDS • TO BUSHING WASHER (TYP.) FROM GLASS SEE TABLE 2 FOR MIN. EPARATIO 1" x 4" x 1/6" 6063 -T6 ALUM. TUBE W/ THREE 1/4 "O W000 LAG SCREWS WITH 2 -3/4" MINIMUM . THREADED PENET.R. "T IN WOOD @ EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE TUBE EXTENDS BEYOND LAST TRUSS, EXTEND TUBE TO NEXT TRUSS 1/4 -20 S.S. MACHINE SCREW g 24" O.C. JN BETWEEN TRUSSES • WITH 1/2 "to ACCESS HOLE ON BACKSIDE OF TUBE OR *14 SMS (� 24" D.C. MAX. IN BETWEEN TRUSSES 1/4" MAX. FROM PIN /2" GUIDE TO BUSHING WASHER (TYP.) CONNECTION TYPE 1 3" 1 -1/2' -1/2' ZXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING • WOOD ANCHORS NOT ACCEPTABLE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. FROM PIN GUIDE TD BUSHING ,WASHER (TYP.) REFERENCE ANCHOR SCHEDULE FOR MAX. • SPACING. ALT. FASTENER LOCATION. FRONT AND • BACK ANCHORS NOT REQ'D WITH THIS LOCATION O CEILING / INSIDE MOUNT SECTION SCALE : 3 "= 1'- 0" (MAX. DESIGN LOAD = 72 P.S.F.) TRUSS MOUNT SECTION SCALE : 3 "= 1'- 0" CONNECTION TYPE .REFERENCE ANCHOR • SCHEDULE FOR MAX. SPACING (STAGGER • • SPACING AS SHOWN •,.• • d417 • IN DIAGRAM ON PG. 5). • ITZ . 1. m 1/4" MAX. FROM PIN GUIDE TO •BUSHING WASHER (TYP.) O: CC In D Or Zu J D !n Q 1.7 0Z1- Da vin Q By -Mi , . sadIattentolob • • • • •••• • • •• •• • • • • .• • • • • • • •• • PRODUCT REVISED es complying with the Florida •Bsiding Code 1 Accept. mce No 03 — 0 (/ & • 0 2 Ezpi -!ion Dateo u" z :1 Q a U � O N vs < iu = z u� uJ� N LIJ Z Z Y u • i CI 1°rn vc VJ. IWEZEVICH PROFESSIONAL =. • __ Ft Lice • fJ3 111 n c 0 w L • W 1 i z a 0 0 0 z VI z 0 H w 0 W z z W O e 4 4 • z r dare 12/08/98] scale s 5 NOTED design try v JK drawn by 1 checked h y� vJK drawing no- 01.855 , • • •• • • • • • • • . • • * BEAM SCHEDULE DEscRIPnoN • SPAN SHUTTER BOTTOM BEAM BEAM 2" x 5" 5' -0" 9' -5" 9: -0" Tw = .125" Tf 8' -0" 8' -1" 13' -0" - .125" 10'-3" 7' -4" T -4" 2" x 7" 5• -0" 11 B' -5" Tw = .072" 8' -0" 9' -B" 7' -6" Tf = •130 10' -3" 13•-9" 7' -0" 2" x 9" 5' -o' 15' -5" 9' -4" 8' -0 "' 13" -2" E' -4" Tw = .072" Tf = .224 10' -3" 11' -11 ", 7' -9" 1/4 -0 RAWL CALK -IN. ANCHORS W/ 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE 51 THIS PG. FPR NUMBER OF ANCHORS REQ'D.) Z 4 � O w , Ir in 13' � O ANCHORS W/ 7/8" MIN. ' 1 �iQ_� 1/4 -0 RAWL CALK -IN / / EMBEDMENT IN CONCRET OR BLOCK (SEE NOTE 51 THIS PG. FOR NUMBER 0 � T � is ANCHORS REQ'D.) s i, STRUCTURE STRUCTURE I EXISTING 3 CUT IN 2" TO 3" INTERVALS 0 FORM CURVE (SEE DETAIL L FOR INFO). TYP: TOP & BOTTOM. FASTENER @ EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING 1S ACCEPTABLE u z t— • 0 w D w EXISTING STRUCTURE EXISTING STRUCTURE EXISTING FINISH MATERIAL GLASS OR DOOR EMBE EXISTING STRUCTURE EXISTING FINISH MATERIAL ALT. LEG DIRECTION SEE NOTE 51, THIS PAGE FOR ANGLE SIZE AND ANCHORS REQ'D Tw SEE NOTE 51, THIS .PAGE FOR ANGLE SIZE AND ANCHORS REQ'D Tf Tf .• ALT. LEG DIRECTION ACCESS HOLE (MAX. DESIGN LOAD = t 72 P.S.F.) BUILD-OUT.MOUNT SECTION SCALE : 3 "= V- 0" 0 W z 1/4 -20 MACHINE BOLT W/ NUT OR #14 x 3/4" SMS @ 12" D.C. ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4" MAX. FROM PIN GUIDE TD BUSHING WASHER [TYP.) 6_8 P.CC®R010 N 5 Y"ER NOT APPLICABLE TO HR ACCORDION SHUTTER 1. t, z• w a J in. CC i x w W z Woc = D •r1;J v,1 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER IT.YP.) ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & Tw . \ MAX. HORIZONTAL SPANS) 1/4 -20 MACHINE BOLT W/ NUT OR 4414 x 3/4" SMS @ 12" O.C. wo w /Asia FULL LENGTH INSIDE' EXCEPT AT "NOTCHES" 1/4" MAX. FROM PIN GUIDE TO BUSHING•WASHER (TYP.) c 1 /4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4 -20 MACHINE BOLT W/ NUT @ 2" D.C. 9 CUT AT INTERVALS TO FORM CURVE (SEE DETAIL FOR WELDING INFO.) 1 CONNECTION TYPE REFERENCE ANCHOR 'SCHEDULE FOR MAX. SPACING {FASTENER @ EACH 2" T D 3" PIECE CURVED TRACK DETAIL SC&LE : 3"= • USE BE &M.SCHEDULE FOR DETAIL G . TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. NOTE 51: 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE TOP & BOTTOM. FOR 2" x 5" & 2" x 7" BEAM, USE THREE 1/4 "0 POWERS CALK - IN ANCHORS @ 3" 0.C. IN EACH ANGLE AND USE 8" LONG ANGLES FOR 2" x 9" BEAM, USE FOUR 1/4 "0 CALK -1N ANCHORS @ 3" O.C. IN EACH ANGLE AND USE 11" LONG ANGLES CEILING HEADER . (SEE NOTE BELOW) *' PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE CEILING HEADER 0 WELDING•DEfAILS �JJ SCALE . 3 "= 1'- 0" • MIN. SHUTTER SEPARATION FROM GLASS (SEE TABLE 2) #14 x 1/2" SMS OR 3/16 "0 ALUM. POP RIVETS @ 6" D.C. BUILD -OUT ANGLE AND B SSEMB Y EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 2" @ TRACK . * NOTE: WHEN CEILING HEADER 15 USED IN •A BOTTOM MOUNTING CONDITION, • • WELDING LOCATIONS ARE.THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) GLASS OR DOOR ..w. rro or II � A r A .1 ■ er . Akei 44414 -- 1/4" MAX. FROM PIN GUIDE mi. EQ. m ) TO BUSHING'WASHER (TYP.) MAX. 1/8" TILE Z r FINISH MATERIAL FASTENER, SEE DETAIL® @ EVERY 2" TO 3" PIECE ( c_U T LINE (SEE DETAIL L FOR INFO.), TYP. 1/2 "0 .THRU BOLT @ 12" O.C. 1/4 "0 POWERS RAWL CALK -IN @ 12 ".0.C. WITH 7d8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW @ 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD ± 72 P.S.F.) (1) PASS THRU DETAIL SCALE : 3"= 1'- 0" 2" x 4" x 1 /B "•CONT, 3/4" PLYWOOD ALUM. TUBE (6063 -T6) 1/4 "0 POWERS RAWL CALK -IN @ 6" O.C. WITH 748" MIN. EMB. IN,CONC. OR HOLLOW BLOCK OR 1/4"O LAG SCREW @ 6" O.C. W/ 1 -1/2" MIN. EMB.,. • IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER CURVED TRACK PLAN VIEW N.T.S. 0 in R Z 0 N CEILING HEADER 0 (SEE DETAIL J FOR WELDING INFO. By Miami Dad Division ucE Control • • r� • • • •• • Z ••••e 1 2 • 'CO • (� O •• •• IQ • •• z Z en F cu u Q 0 0 u � 0 Q LU N .r 6U Z 0 u • • • • 1-1 -- • • • • •• • • Z < 1 U� PRODUCT REVISED as complying with the Florida Bolding Code AccepFaeec Ne 3 — 0 11 6 . 0 Z Rxpira€ ion Date ♦ _ G %' 'f -p c O caL scale AS NOTED design by VJK N 0 cc 0 0 n a- e a. 0 e 0 r 0 "r 0 a 0 > a N 2 1- r z 0 a m 'n '= '-Io 0 N date 12/08t98 (Gtewn by ` MC [checked b) V JK 01 -855 • • • • • • .. • • • • • • • • • • � • • ANCHOR SCHEDULE . . FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS .3dw(11U S •DNU SIX3 • ANCHOR TYPE • (W) P.S. - . MAX. (SEE NOTE 1) IN. 2' EDGE DISTANCE • MIN. 3 'EDGE DISTANCE • SPANS UP TO 6' -0" 1 (SEE NOTE 1) SPANS UP TO 8' -8" SEE NOTE 1) SPANS UP TO I 12' -10" • (SEE, NOTE 1) SPANS UP TO 'SP 6' -0" L (SEE NOTE 1)A1L - S UP TI , 8' -8" {SEE NOTE 1 . SPANS UP TO 12' -•10" (SEE NOTE 1) . CONNECTION C TYPE (SEE ( C 2 Q NOTE C3 3) C4 C5 CONNECTION • Cl TYPE (SEE NOTE C3 3) k C5 CONNECTION C1 TYPE (SEE C2 NOTE 3) C3 C4 C5 CONNECTION Cl TYPE (SEE C 2 NOTE C3 3) C4 C5 CONNECTION C1 TYPE (SEE NOTE C2 C3 3) Cr; C5 .CONNECTION . (SEE C1 TYPE C2 NOTE C3 3) C4 C5 3UUDNOD ®- - 1 - 3/4" __ .• _ I1111111111111111111111111111111;- 1/4 "0 ITW OR ELCO - TAPCON W/ MIN. EMBEDMENT N.3,000 PSI CONCRETE) 1 48.0 12 12 12 12' 11 12 12. 10 7 12 12 6 12 5 12 T2 12 12 12 12 12 12 12 9 12 12 8 12 6 62.0 12 12 11 12 8 12 7 5 12 8 5 10 4 12 12 12 12 10 12 12 10 12 7 12 9 6 12 4 72.0 12 12 9 12 7 12 6 6 0 5 11 5 .4 7 3 12 12 12 12 9 12 12 8 12 6 12 6 5 8 4 110.0 9 ®mmYi. 3 3 5 A g � 9 3 4 3 7 � Y 3 5 9 9 3 . 3 3 5. 3. 5 wimp �� a 10 4 8 4 12 6 5 3 10 5 �B 4 10 4 4 6 3 • _ s 2 0 0.0 4 4 6 3 10 4 4 6 3 * 3/8'0 IN 1- (MIN. _ 48.0 � r diV r 1/!� ////El. / / / 12 12 12 12 16 12 12 12 72 16 12 12 12 12 12 �I I,I 1 62.0 ri�i % /.r%i „ii 12 12 12 12 16 12 12 12 12 14 12 12 12 12 9. POWERS RAWL DROP & 3/8 "0 STAINLESS STEEL BOLT WITH 9/13 MIN. EMBEDMENT 3,, 000 P.S.I. toNCREIE) 72.0 110.0 „reniA // // � �% I/I r � � !/ 12 12 12 12 16 12 12 12 12 12 12 12 10 12 8 ME RV 12 12 12 12 11 12 12 10 12 7 12 9 8 12 6 2 0 0.0 iie 12 � A r fir.!•lA ` V/ 12 12 32 12 12 r , • ' 'err / ' 12 12 9 12 8 1 2 12 12 6 ' 12 12 12 9 8 12 12 12 2 12 6 1 2 12 12 8 11 12 12 6 8 1/4"0 POWERS CALK - IN W/ & 1/4 -20 STEEL MACHINE (MIN. 3,000 FASTENING 7/8" STAINLESS PS.L CONCRETE) I EMBED. SCREW 48.0 62.0 12 12 11 12 9 12 • 12 12 12 12 12 12 12 12 12 9 12 9 12 6 72.0 12 12 10 12 8 12 • 12 12 12 12 12 12 .12 11 12 8 12 7 12 5 110.0 12 12 6 12 5 12 • 12 12 10 12 8 12 8 7 11 5 12 6 8 4 2 0 0.0 12 4 3_ 7 3 12 12 5 6 8 4 . 12 5 6 8 4 12 6 8 4. 48.0 12 12 12 12 12 12 : 12 12 12 12• 12 12 12 12 12 12 12 12 12 11 62.0 12. 12 12 12 12 12 • 12 12 12 12 12 12 12 12 12 12 12 11 12 8 1/4 "0 ELCO CRETE FLEX W/ 1 - 3/4" MIN. EMBEDMENT (MIN. 3.300 PS.L CONCRETE) 72.0 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 12 • 10 12 7 110.0 12 12 11 12 8 12 = 12 12 12 12 •10 12 9 10 12 7 12 8 10 6 2 0 0.0 12 5 6 8 4 12 12 7 8 10 6 12 7 8 10 6 12 8 10 6 HOLLOW CONCRETE BLOCK . 1 -1/4" 48.0 12 12 B. 12 5 10 • • 12 12 9 12 6 11 11 6 11 4 7 4 7 3 6 2.0 11 11 6 11 4 8 A 12 12 7 12 5 9 9 5 9 3 6 3 5 IAIII1I11111111111111111111I11111 l� 1/4 "6 ITW OR ELCO TAPCON W/ MIN. EMBEDMENT 72.0 10 10 5 10 - 3 7 7 L r 4 , 11 11 6 11 4 , 7 7 4' 7 . 3 5 , 4 % /i�, 3 3 110.0 6 6 • 3 6 7 /:1, 1 4 3 a 3 . 3 a %/ 200.0 3 ..&.- , / 3 ////"�� rfford /. 3 /� Fi A / %�`il/U!/il.AlaV�,� � // //J�/'/�/�J/' i. / t ill 48.0 12 12 8 12 .6 12 12 6 12 9 9 12 12 12 9 12 12 9 12 6 11 11 . 6 11 4 62.0 12 12' 6 12 5 10 10 4 10 7 5 �12 12. 12 10 12 7 12 12 7 12 5. 8 5 4 7 3• 1/4 "0 POWERS FASTENING CALK - W/ 7/8" EMBED. & 1/4 - 2D STAINLESS STEEL MACHINE SCREW • . • . 72.0 12 12 5 12 4 9 5 9 4 9 3 / '' , Ir a� 6 5 4 r reA 4 0 12 10 12 10 9 5 12 10 6 4 11 7 11 6 3. 11 4 •7 �� 3 4 5 110.0 8 8 3 8' " " 2 0 0.0 5 ../1a 5 /�/� 'arr. Vi 5 � r/�//.�i ' i��iir! �/� �A!/ 3 3 . 48.0 12 12 12 12 11 12 12 11 12 7 12 12 7 12 12 12 12 12 11 12.12 11 12 8 12 12 7 12 5 62.0 12 12 12 12 8 12 12 8 12 6 11 7 5 9 12 12 12 12 9 12 12 8 . 12 6 12 7 5 . 10 4 1%4 '0 ELCO CRETE FLEX EMBEDMENT . 72.0 12 12 10 12 7 12 12 7 12 5 9 4 4 6 . 12 . 12 1D 12 7 12 12 7 12 5 1.0 5 5 1 3 110.0 12 12 6 12 4 '9 B 4 3 4 6 4 4 3 8. 8 3 4 3 4 4 4 A r 12 12 7 12 5 10 4. 4. 6 3 8 3 4 5 3 8 3 4 5 3 8 3 4 5 3 8 3 4 S 3 200.0 8 3 4 4 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS • REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE .. ANCHOR TYPE • . • - W) P.S.F. MAX. (SEE NOTE 1) ' MIN. 3/4• EDGE DISTANCE • SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 • 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 • 000M 3/4 " 48.0 12 12 10 12 8 12 12 7 12 6 12 12 4 12 .4 4 .T21- ;MI MmmuaiunwmtimmIM's 1/4 "o WOOD LAG SCREW W/ MIN. 1 -3/4" THREADED PENETRATION "T" SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN it 2.0 12 12 12 12. 12 12 12 10 12 72.0 12 12 12 12 12 12 12 6 9 110.0 12 12 12 12 6 9 11 4 7 / 20.0.0 11 4 .7 , 11 4 O 7 0 11 4 ro 7 � 10 / 10 48.0 12 12 12 6 0 12 12 0 12 / 10 % 10 * 1 . 62:0 12 12 7/16 "0 WOOD BUSHING W/ 7/8" MIN. EMBEDMENT STAINLESS STEEL • STEEL MACHINE SCREW 72 12 12 A 12 10 10 4 10 7 �i 3 � A 4 f 3 4 r e 110.0 9 9 9 6 3 ra 4 % 200.0 5 Ai 3 M 3 ro 3 / 6.8 itakCC QR®[ON SHUT NOT APPLICABLE TO HR ACCpRp10N SHUTTE ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR •OTHER FINISHES. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS - FASTEN TO NARROW FACE -OF STUD FRAMING FASTENER SHALL. BE LOCATED IN CENTER OF NOMINAL :2". x 4" (("TIN.) WOOD STUD. 3/4 "' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. • MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. j DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE .USES. 1. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 2 x S (TYP.) 2 HEADER / SILL• OR 5 / ® COMBINATION O 4 x 5 ITYP.)1 2 x S (TYP.) 1 NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR - C1 CONNECTION TYPE USING PIECE at - C3 CONNECTION TYPE USING PIECE' 6 WITH OUTSIDE ANCHORS - APPLICABLE TO 6.8 SYSTEM ONLY PRODUCT REVISED as complying WO the 1"' Bolding Code Acceptance No03 - O / �i • Expiration Date 6 By Miami D3 : ..cdua Obritut Division • ••• •••• • •• • •••• • • • • ••• •• ••• • • •• o ttlaWrr • . VJ. KNEZEVICH FL License 1098:1 0 vs } m L 0 N N N z z 0 N 4 • 0 a 0 0 z 0 0 } z 0 7. 4 N 0 z 0 0 N co 0) CD 0 0 N 0 • 0 W (date 12/08/98) (scale ay NOTED (drawn by 1 (design by l ` VJK m checked by VJK d rawing -na.. -. 01-855 �T•�t'.i.. - 'T� i� • • • ' • • • • • - • • • • • • 1 }•• Q N .J UJ MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) • . • ACTUAL SHUTTER SPAN (L) . (FT - IN) • MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR .EQUAL TO 30' ABOVE GRADE (IN.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS. GREATER THAN 30' ABOVE GRADE (IN.) • 40.0 8-3 3 -1/8 1 -5/8 10 -0 3 -3/4 2 -1/8 11 -11 3 =3/4 • 3 12 -10 50.0 35.0 8_3 3 -1/8 1 -3/4 10 -0 3 -3/4 2 -3/8 11 -3 3 -3/4 3 12 -10 60.0 45.0 • 5 -0 • 3 -1/8 1 -1/4 8 -3 3 -1/8 1 -7/8 ._ •s3 3 -3/4 3 12 -1.0 55.0 5-0 3 -1/8 • 1 -1/8 ' 70.0 12 -10 8-3 3 -1/8 1 -7/8 3 10 -9 r 10 -4 3 -3/4 • 80.0 ;' 65.0 6 -0 ' 3 -1/8 • 1 -3/8 • 8 -3 3 -1/8 2 -1/8 9 -4 3 -3/4 •3 -5/8 10 -8 • 90.0 72.0 • 5-0 3 -1/8 1 -3/8 • 7 -0 - 3 -1%8 - 1 -5/8 •8_3 3 -1/8 • 2 -1/8 9 -11 100.0 80.0 5 -0 3 -1/8 1 -3/8 7 -0 • 3 -1/8 . • 1 -3/4 . 8 -3 3 -1/8 • 2 -1/4 110.0 100.0 5 -0 3 -1/8 . . 1 -3/8 • 7 -0. • 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -3/8 ' • 120.0. 120.0. 5 -0 3 -1/8 1 -3/8 . 7 -0 3. -1/8 1 -7/8 ' . 8 -3 3 -1/8 2 -1/4 8 -3 130.0 133.0 • • • 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -7/8 • 8 -3 3 -1/8 2 -1/2 7 -11 . 6_8 C 01 R. col to NI SHUTTE NOT APPLI TO HR ACCOR010N SHUTTER TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. • 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH ;POSITIVE DESIGN LOAD. TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. PRODUCT REVISED as complying with the Florid Sniffing Code Acceptance No 03 - I / 6 • Expiration Date o Z By. Mimi Division • • •• tJ W z Z N W VI u Q D _O O N tinc oZf - l7 = U � N W Z z N m o m kg it! Q oa C) C 0 5 ti ry 11 • N m � m • st g v • N S • i if 7 N Z v m fe I; • U O z F N Q u' 0 u W Z Y m o t) o n E oLci- • VJ. IWEZEVICH ter; • 1 1. 1 11 iIE CO ' 1 000 L�s « < 0 0 - Q 0 c o 4 0 0 0 el 0) Pt Int scale AS NOTED design by VJK n a w o r m [date 12/08/98) drawn by MC checked bj VJK drawing hie -01 -855 •• • ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WIND LOAD W (P.S.F.) POSMVE WIND LOAD • NEGATIVE ' WIND LOAD • L max. (FT - IN) L max. • (FT - IN), 30.0 12 -10 12 -10 35.0 12 -4 12 -10 40.0 11 -11 12 -10 45.0 11 -7 12 -10 • 50.0 11 -3 12 -1.0 55.0 11 -0 12 -10 60.0 10 -9 12 -4 65.0 10 7 6 • 11 -6 70. • 10 - 10 -8 72.0 10-3 • 10 -4 75.0 10 -2 9 -11 80.0 • 9 -11 9 -4 100.0 9 -3 8 -3 . 110.0 • . 9 -0 8 -3' 120.0. .8 -8 8=3 130.0 • . 8 -4 . • 8 -3 133.0 • • • B -3 8 -3 , 140.0 . '7-11 7 -11 . 150.0 7-5 . 7 - 5 160.0 : 6 -11 6 -11 • 170.0 6. '6 -6 . 180.0 • 6 -2 6 -2 190.0 5 -10 • 5 -10 200.0 5 -6 5 -6 6_8 C 01 R. col to NI SHUTTE NOT APPLI TO HR ACCOR010N SHUTTER TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. • 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH ;POSITIVE DESIGN LOAD. TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. PRODUCT REVISED as complying with the Florid Sniffing Code Acceptance No 03 - I / 6 • Expiration Date o Z By. Mimi Division • • •• tJ W z Z N W VI u Q D _O O N tinc oZf - l7 = U � N W Z z N m o m kg it! Q oa C) C 0 5 ti ry 11 • N m � m • st g v • N S • i if 7 N Z v m fe I; • U O z F N Q u' 0 u W Z Y m o t) o n E oLci- • VJ. IWEZEVICH ter; • 1 1. 1 11 iIE CO ' 1 000 L�s « < 0 0 - Q 0 c o 4 0 0 0 el 0) Pt Int scale AS NOTED design by VJK n a w o r m [date 12/08/98) drawn by MC checked bj VJK drawing hie -01 -855 FASTENER @ 18" 0.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). PV' fi / M01 2 FASTENERS EACH ANGLE . TYPICAL PLAN VIEW. SCALE: 3 " 1' -0" •• 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 1".x 2" x 1/8 ".'OR 2 "x2"x1/8" ALUM. ANGLE 3/16 "4: ALUM. POP RIVET OR #12 SMS 3/16"0 ALUM. POP RIVET OR #12 SMS @ 18" O.C. (TYP.) 2" x 2" x 1/8" 6063 -T6 ALUM. TUBE 1"x2 "x.0.93" 6063 -T6 ALUM. ANGLE, TYP, TYPICAL HR BLADE TYPICAL HR BLADE 3/16 "0 ALUM. POP RIVET OR #12 SMS @ 18" O.C. (TYP.) EXISTING GLASS 3/16 "0 ALUM.'POP RIVET OR 4412 SMS. @ 18" O.C. (TYP.) • 2 FASTENERS EACH ANGLE THREE 3/16 "Cb ALUM. POP RIVETS OR THREE #12 SMS, TYP. 1 "x2 "x1 /8 "OR 2 "x2 "x1/8" ALUM. ANGLE TYPICAL CORNER CLOSURE DETAILS SCALE.: HR 3 ER, LDIC3N SH ER NOT APPLICABLE T 6 -8 ACCORDION SHLJTTER. 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED @ 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR • BLADES 515' -6". FOR LOCKING SHUTTERS. A BRASS PUSH LOCK MAY BE SUBSTITUTED m J w w. N 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED @ . 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515' -6". NOTE: STARTER 1 a LOCATION MUST BE ADJUSTED TO INSURE ULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING. OF ADJACENT BLADES. VARIES _ NO LIMIT SECTIONb- TYPICAL ELEVATION MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN: TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER (a 18" 0.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "9 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT @ 18 ". Q.C. BOTTOM TRACK TOP TRACK PLAN VIEW f EXISTING GLASS #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16" ALUM POP RIVET. OR 1/4 -20 MACHINE BOLT $. NUT @ 18" O.C. TOP & BOTTOM -1/2" 5/16 -18 THUMBSCREW INTO CENTERMATES OR BRASS PUSH LOCK MULTIPLE SHUTTER ASSEMBLY SCALE: 3 "•.= V -0" • ASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 2" x 2" x .090 "• 60 -T6 ALUM. TUBE TYP.' 7 -2 "x5 "x1/8" x CONTINUOUS . ALUMINUM ANGLE OPTIONAL ANGLE •ORIENTATION TYP. SIDE CLOSURE OPTIONS SCALE: 3" = 1' -0" 2 2 TOP & BOTTOM PRODUCT REVISED 85 c o up)ying with the H Baid'e> 1g Code Acceptance Na o —° • 0 2 €spin tio>a Date c Z '� Zoo� rJd-ed Control • • • • p_ •• • • C 0 .•••. •••. 1 cr • �0 = U • JQ • • Q • • • . •• .0)z Q 0° Ugt Vi. KNEZEVICH PROFESIONAL FL License 10983 1 0. 2003 0 h z . w } z 0 0 0 0 z 0 > h z z 0 v } z 0 z n } u < < 4 N 1 E, W 0 e 0 C ry A .TIN • + 1 `date 12/08/98 1sale I AS NOTED (design by VJK drown by MC (checked •byj ` VJK droving no. 01 -855 • • •• • • • • • • • • Z O < • z Q a VI 4 • Nw J m 47 Z I- SILL ow • ixt L/1 a ii IA AIMIRMIF I— IW. Al.1111111=111111111111111M111111.1L a l l ... cr) e ..,__ :=11 0 FASTENER @ 18" 0.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). PV' fi / M01 2 FASTENERS EACH ANGLE . TYPICAL PLAN VIEW. SCALE: 3 " 1' -0" •• 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 1".x 2" x 1/8 ".'OR 2 "x2"x1/8" ALUM. ANGLE 3/16 "4: ALUM. POP RIVET OR #12 SMS 3/16"0 ALUM. POP RIVET OR #12 SMS @ 18" O.C. (TYP.) 2" x 2" x 1/8" 6063 -T6 ALUM. TUBE 1"x2 "x.0.93" 6063 -T6 ALUM. ANGLE, TYP, TYPICAL HR BLADE TYPICAL HR BLADE 3/16 "0 ALUM. POP RIVET OR #12 SMS @ 18" O.C. (TYP.) EXISTING GLASS 3/16 "0 ALUM.'POP RIVET OR 4412 SMS. @ 18" O.C. (TYP.) • 2 FASTENERS EACH ANGLE THREE 3/16 "Cb ALUM. POP RIVETS OR THREE #12 SMS, TYP. 1 "x2 "x1 /8 "OR 2 "x2 "x1/8" ALUM. ANGLE TYPICAL CORNER CLOSURE DETAILS SCALE.: HR 3 ER, LDIC3N SH ER NOT APPLICABLE T 6 -8 ACCORDION SHLJTTER. 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED @ 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR • BLADES 515' -6". FOR LOCKING SHUTTERS. A BRASS PUSH LOCK MAY BE SUBSTITUTED m J w w. N 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED @ . 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515' -6". NOTE: STARTER 1 a LOCATION MUST BE ADJUSTED TO INSURE ULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING. OF ADJACENT BLADES. VARIES _ NO LIMIT SECTIONb- TYPICAL ELEVATION MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN: TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER (a 18" 0.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "9 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT @ 18 ". Q.C. BOTTOM TRACK TOP TRACK PLAN VIEW f EXISTING GLASS #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16" ALUM POP RIVET. OR 1/4 -20 MACHINE BOLT $. NUT @ 18" O.C. TOP & BOTTOM -1/2" 5/16 -18 THUMBSCREW INTO CENTERMATES OR BRASS PUSH LOCK MULTIPLE SHUTTER ASSEMBLY SCALE: 3 "•.= V -0" • ASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 2" x 2" x .090 "• 60 -T6 ALUM. TUBE TYP.' 7 -2 "x5 "x1/8" x CONTINUOUS . ALUMINUM ANGLE OPTIONAL ANGLE •ORIENTATION TYP. SIDE CLOSURE OPTIONS SCALE: 3" = 1' -0" 2 2 TOP & BOTTOM PRODUCT REVISED 85 c o up)ying with the H Baid'e> 1g Code Acceptance Na o —° • 0 2 €spin tio>a Date c Z '� Zoo� rJd-ed Control • • • • p_ •• • • C 0 .•••. •••. 1 cr • �0 = U • JQ • • Q • • • . •• .0)z Q 0° Ugt Vi. KNEZEVICH PROFESIONAL FL License 10983 1 0. 2003 0 h z . w } z 0 0 0 0 z 0 > h z z 0 v } z 0 z n } u < < 4 N 1 E, W 0 e 0 C ry A .TIN • + 1 `date 12/08/98 1sale I AS NOTED (design by VJK drown by MC (checked •byj ` VJK droving no. 01 -855 • • •• • • • • • • • • EXISTING STRUCTURE w t7 0 . w SEPARATION II FROM • FIR GLASS • DOOR LASS 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING M BUILD OUT MOUNT SECTION SCALE : 3 "= 1'- 0" EMBED. EXISTING FINISH MATERIAL CUT IN 2 ". TO 3" INTERVALS 0 FOR C URVE (SEE DETAIL (I3) FOR WELDING, INFO). TYP.. TOP & BOTTOM. FASTENER @ EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE u z .a In 0 w 0 EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE EXISTING FINISH MATERIAL 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING —C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 7" MAX. • 1/2" - q . CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 -20 MACHINE BOLT W/ NUT OR 4414 SMS @ 12" 0.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) W J J 0 w GLASS OR DOOR l7 0 w V4 -20 S.S. MACHINE SCREW & NUT @ 12" O.C. 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) 0 f H R PLC CQ•!!' EDIoN S Ui E NOT APPLICABLE TO 6.8 ACCORfliar'.1 SHUTTE ,SEE TABLE 4 FOR MIN. SEPARATION FROM GLASS 1/ EMBED. .1 y � 11 m i welmi AI '__ J I � = s. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O WALL MOUNT SECTION SCALE : 3 "= 1 0" FULL LENGTH INSIDE EXCEPT AT "NOTCHES 1/4" MAX. FROM PIN GUIDE ID BUSHING WASHER (TYP.) 1 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4 -20 MACHINE BOLT W/ NUT @ 2" O.C. • RM CURVE (SEE DETAIL CUT AT INTERVALS T FOR WELDING INFO.) CONNECTION TYPE REFERENCE ANCHOR . SCHEDULE FOR MAX. SPACING (FASTENER @ EACH 2" TO 3" PIECE CURVED TRACK DETAIL Cr Al C . ?. 1 r" EXISTING STRUCTURE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 9) 1/2" 1/4" MAX. FROM PIN GUIDE TO BUSHING N WASHER (TYP.) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EXISTING CONCRETE EXISTING • OR BLOCK ONLY. STRUCTURE FRAMING & WOOD . ANCHORS NOT ACCEPTABLE 4414 x 1/2" SMS CEILING HEADER (SEE NOTE BELOW) PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE * CEILING HEADER O R WELDING DETAILS SCALE : 3 "= 1'- 0" BUILD -OUT ANGLE GLASS OR DOOR #14 x 1/2" SMS @ 12" O.C. OR 1/4 "0 ALUM. POP RIVETS (a1 12" 0.C. • ® AND06 ASSEMBLY 0• Z W 0 an • w w 2" (a TRACK * NOTE: .V./HEN CEILING HEADER IS USED IN • A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS- ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) • @ 12" 0.C. OR 1/4 "o ALUM. POP RIVETS @ 12" O.C. CONNECTION TYPE FASTENER. SEE DETAIL® @ EVERY 2" TO 3" PIECE UT LINE (SEE DETAIL RR FOR INFO.), TYP. CURVED TRACK PLAN VIEW N.T.S. EXISTING 'CONCR.ETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) SEE TABLE 4 FOR MIN. EPARATID FROM • GLASS CC W I- =0m v1 = zu O'y a I ?.�ZI- a 0 a UV) 1/4" MAX. FROM PIN 1/2" GUIDE TO BUSHING WASHER (TYP-.). • 0 p CEILING / INSIDE MOUNT SECTION ' SCALE : 3"= 1'- 0" CONNECTION TYPE REFERENCE ANCHOR • . SCHEDULE FOR MAX. • SPACING (SPACING -SHOWN • IN DIAGRAM ON PG. 9) •••• REFERENCE ANCHOR SCHEDULE FOR MAX. •'•' SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REDID WITH THIS LOCATION • • • CEILING HEADER 03 •(SEE DETAIL R FOR WELDING INFO: • • ••• •• . •• • • • • • • • PRODUCT REVISED as camp)yiag will the Balding Code Acceptance No o - ° I l.� • OZ. Expiation Date D By Wes:. '. - zrs _o•,� y'dG'S= to � O1 1 • N W J z N 0 u m a N m 2 ,. • • • Z i�rm m 718 �• �m 1rl • c I f , WI" les•• tti .�z ZF w � H � Q 0 YI • ec Q W W V � wF- 1 Li el Z Z 0 1fJ. KNEZEYICH 0 N w } N z 0 0 a 9 z 2 0 A 1 ' 9 � C N > z X } r 0 a z 0 J z 0 a ■s N W z z 0 0 v N 0 z z > e r D in cV CD 0) 0 0 0 0 • 0) N date 12/08/98, scale AS NOTED design by 1/.x drawn by MC checked by WIC drawin na 01 -855 •• • • • • • • • • ••••• •• • • • FASTENER SPACING (INCHES) ANCHOR SCHEDULE • LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE • . LOAD (w) P.S.F. MAX. (SEE NOTE 1) MIN. Y EDGE DISTANCE • SPANS UP TO 6' - 0" (SEE NOTE 1) SPANS UP TO B' - 8" (SEE NOTE 1) • SPANS UP TO 10' - 2" (SEE NOTE 1) SPANS UP TO 15' - 6" (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4' C5 . CONNECTION' (SEE C1 TYPE C2 NOTE C3 3) C4 CS CONNECTION (SEE Cl TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 • CONCRETE • 75.0 9 12 12 12 9 9 12 9 12 6 9 12 7 12 5 9 10 .5 10 3 90.0 9 12 10 12 8 9 12 7 12 5 9 12 6 12 4 9 8 4 8 3 ;■ 111111111111111111111111111111111> 1/4 "m TAPCON 1 - 3/4" MIN (MIN. 3,000 ITW oR W/ . EMBEDMENT P.S.L CONCRETE) ELCO 140.0 9 12 7 12 5 9 10 4 10 3 . 9 . 8 4 8 3 9 7 3 7 I 180.0 9 11 5 11 4 9 7 3 7/ 9 7 3• 7/ 9 9 7 3 7 ).0 9 8 4 8 3 9 7 3 7 9 7 3 7/ 9 7 3 7 t ili 1 /4 "d' POWERS CALK -IN & 1/4-2D STEEL MACHINE WIN. 3,000 • EMBED SCREW 7.0 9 12 10 12 8 9 12 7 12. 9 . 12 12 9 .11 5 11 5 90.0 9 12 8. 12 6. 9 12 5 12 4 9 12 4 12 / 3 9 9 7 9 / 0 FASTENING W/:7/87 STAINLESS P.S.L CONCRETE) 140.0 9 12 5 12 4 9 . 11 • 3 11 9 9 9 9 8 0 8 8 180•0 y 12 12 '3 9 8 , 8 9 8 8 9 8 23 0.0 9• 9 3 9 "� 9 8 8 9 8 8 9 8 8 • 75.0 9 12 12 12 12 9 12 12 12 9 12 12 9 12 12 90.0 9 12 12 12 12 9 12 11 12 = 9 12 12 - 9 12 " 12 1/4 ELCO CRETE FLEX W/ 2" MIN. EMBEDMENT (MIN. 3,300 PS•1. CONCRETE) 140.0 9 12 10 12 8 9 -12 7 12 9 12 - 12 9 12 12 180.0 9 12 8 12 6 9 12 5 12 9 12 12 9 12 12 230.0 9 12 6 12 5 9 12 5 12 9 12 12 9 12 12 • HOLLOW CONCRETE BLOCK • 11 1/4 "0 ITW 1 - 1/4 T MIN. EMBEDMENT 75.0 9 10 6 10 4 9 7 4 7 7 6• 6 5 3 i 3 4 90 9 8 5 8 3 7 5 3 5 A 6 5 5 / 4 3 140.0 7 5 3 5 AINIMI 4 3 3 � / /.�, 4 180.0 5 4 / 4 // 3 ,,ARIO ,,,AaEa'/ /�N /�(// ��r//e%/� �W AIii r Ol 230.0 4 3 / 3 // 3 * 1/4 "0 POWERS CALK -IN W/ & 1/4 -20 STEEL MACHINE FASTENING 7/8• STAINLESS EMBED SCREW 90.0 9 10 5 10 3 9 7 3 7 7 6 6 / 5 4 3 / 4 3 140.0 8 6 3 6 / 6 4 ! 4/ 5 3 3 4 180.0' 6 5 7 5/ 4 3% 3 4 3' ` i •3 4 3/ '3 23 0.0 5 4 �// 4 / 4 3 �{ 3 4 3 / 3 0 4 3 3 7 5.0 9 12 9 .12 7 9 12 6 12 9 12 12 9 8 8 0 0 90.0 9 12 7 12 6 9 12 5 •12 9 10 10 8 6 6 1/4 "0 ELCO CRETE FLEX w/ 1 - 1/4" MIN. EMBEDMENT 140.0 9 11 -5 11 . 3 9 7 3 7 8 6 6 0 • 7 5 5 180.0 9 8 3 8 3 7 6 6 a 4 7 5 5 7 5 5 230.0 8 6 3 6 a 7 5 r 5 7 5 E 5 75.0 12 12 8 12 - 6 • 9 6 9 10 8 6 5 5 4 r / bEiliiII 111191111111111111IM> 9 0.0 12. 11 7 11 .5' 10 7 5 7 8 6 .6 5 4. • 1/4 "0 ELCO TAPCON W/ • 1 -1/4" MIN. EMBEDMENT 140.0 9 7 4 7 3 6 5 3 5 5 4 4 4 , 3 3. 3 / 3 / 180.0 7 5 3 5 5 3 3 4 3 I � 3 � 4 230.0 5 4 � 4/4 3'/3 3 a3 4 3 • FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE • • ANCHOR TYPE • LOA ( P.S.F. MAX. (SEE NOTE . 1) • MIN. 3/4' EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO B' -8" (SEE NOTE 1) SPANS UP TO 15' -6" (SEE•NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE Cl TYPE C2 NOTE C3 3) C4 • C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 ❑OOM . T21- 27/32; 75.0 9 12 8 .12. 6 9 12 5 12 4 9 12 3 12 / IIHMIIDIIUII"• : t�IU UN1111111111NI 1/4 "0 WOOD LAG SCREW W/ MIN. 1- 27/32" THREADED • SHEAR OR , PERPENDICULAR 70 WOOD GRAIN -90. 9 12 6 12 5 9 12 4 12. 4 9 11 11 140.0 .9 12 4 12 3 9 12 3 12 9 9 7 9 180.0 ' 9 12 3 12 9 . 9 /// � 9 / 9 9 / 9 '//r 230.0 9 11 / 11 7 - /�� 9 9 9 // 9 9 9 i ' 11 rrll 7/16 "95 WOOD W/ 7/8" MIN. STAINLESS STEEL MACHINE 75..0. 12 / 12 7 9 8 7 8 / 6 4 90.0 9 10 10 �, .BUSHING EMBEDMENT STEEL SCREW 140.0 8 6 6 • 5 4 180.0 6 5 5 4 3 ,5�� 230.0 5 4 / 4 / 4 3 / 3 / 4 3 7 HR ,ACC®R D10 SHU1"ER N APPLICABLE TO 6 ACCO RDION ' SHUTTER 1 x TYP. 1 x S TYP. PRODUCT REVISED. • . >r3 complying frith the Florida ' Balding Code Acceptance Noo3 D /J 6- o Z Expiration Date • 1Q Zoo B y • / • . 14-.10/,. Mia 'D -•j CoutEd Division 2x5(TYP.) TOP FLANGE O x 5 (TYP.) SOT. FLANGE • 1 x 5 (E INSIDE .ANCHOR (SEE , PICTURE ABOVE) •x•5 (7a OUTSIDE ANCHOR (SEE PICTURE ABOVE) 1. © HEADER 10 . DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE USED AS SILL SCREW, NUT OR WASHERED WINGNUT. m El 2 M u • 0 5 N n7 2 E C c Nu e n E 0 ~ N °: m CEZ 0 ANCHOR NOTES: I SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. •••• � ¢ ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 3, SHEET 11. • :(C)0 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL!••• U •'Of�v ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER. • --� THAN OR EQUAL TO SHUTTER SPAN. - • • • <1 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TY.PE. •• I ,a • 4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING...... REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF - EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF•CONNECTION TYPE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 6. • WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS 4 � ~' VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR VU IvdEZE1nC>i SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN-PINE" G =0.55 OR GREATER DENSITY.:LAG SCREWS SHALL HAVE PHILLIPSPAN HEAD OR HEX HEAD. • B MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER �• HEAD (SIDEWALK BOLT), U.O.N. 9: .DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. t�.,.... -.._ _ ... 0 HEADER / SILL 1 x S (TYP.) NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING-D1AGRAM FOR C1 CONNECTION TYPE: - C1 CONNECTION TYPE. USING PIECE APPLICABLE TO HR SYS•T•E11-01 >tY• \-0 / © COMBINATION SPACING DIAGRAM Ca CONNECTION TYPE: - C3 CONNECTION TYPE iLSIN- C- PI €•C - E... . aa'UII3_O ANCHORS 0N1-Y • • • . scale AS NOTED design by VJK J z N 1 a u 0 Si! z 0 0 droving no. 01 -855 0 1 • •e 0 S. O Q a N m 0 0 1Y N h.0 fil 4 N <n 0I 0) 0 0 0 • M Q W 0) date 12/08/981 drawn by ( • MC cnecked by VJK • ••••.•• • . • • •• • • • • . • •. . ANCHOR SCHEDULE ' FASTENER SPAONG (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 3a(•UDnw s •DNUSIX3 • • ANCHOR TYPE • • LOAD ( P.S.F. 'MAX. (SEE NOTE 1) • MIN. 3a EDGE DISTANCE SPANS UP TO 6' -0" • (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10 ' -2 ,. (SEE NOTE 1) 'SPANS UP TO 15 -6 (SEE NOTE 1) .CONNECTION • (SEE C1 TYPE C2 NOTE C3 • • 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 'CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 • ' C5 3.1.3113NO3 CONCRETE _ 75.0 .9 12 12 1.2 11 9 12 10 12 7 9 12 9 12 6 9 11 5 6 3 90.0 9 12 12 12 9 9 12 8 12 6 9 12 7 12 5 9 9 4 4 3 : X111111 ►t1R1111111111111111111111►� 1/4 '0 ITW'oR ELCO TAPCDN W/ 1 - 3/4" MIN. EMBEDMENT (MIN. 3,000 PS:I. CONCRETE) 140.0 9 12 8 12 6 9 11 5 11 4 9 9 4 9 3 9 8 3 3 12 180.0 ' 9 12 6. 12 4 9 8 4 8 3 9 8 4 8 3 9 8 3 3 10 23 0.0 9 9 4 9 3 9 8 4 8 3 9 8 4 8 3 9 8 3 3 12 10 : 12 75.0 9 12 12 12 16 9 12 12 12 12 9 12 12 12 10 9 12 8 12 * 90.0 9 12 • 12 12 15 9 12 ,12 12 10 9 12 11 12 9 9 12 7 12 a. 3 /11"0 POWERS.RAWL IN & 3/.8 STEEL 1 - 9/16" (MIN - 3,000 DROP "0 STAINLESS . BOLT WITH MIN. EMBEDMENT PS.L CONCRETE) 140.0 9 12 12 12 9 9 12 • '8 12 6 9 12 7 12 5 9 12 6 12 180.0 9 12 9 12 7 9 12 6 12 5 9 12 6 12 4 9 12 6 12 230.0 9 12 7 12 5 9 12 6 12 4 9 12 6 12 4 9 12 6 12 EN 1 75.0 9 12 12 12 12 9 12 11 12 9 •9 12 10 12 •7 9 12 6 8 4 90.0 9 12 12 12 10 9 12 9 12 7 9 12 8 12 6 9 12 5 6 3 1/4 "0 POWERS FASTENING CALK - IN W/ 7/B" EMBED 81/4 STAINLESS STEEL MACHINE SCREW (MIN.3,000 PSI. CONCRETE) 140.0 9 12 9 12 7 9 12 6 12 4 9 11. 5 11 4. 9 10 4 4 3 180.0 9 12 7 12 5 9 10 4 10 3 9 10 4 10 3 9 10 4 4 3 230.0 9 12 5 12 4 9 10 4 10 3 9 10 4 10 3 9 10 4 4 3 75.0 9 12 12 12 12 9 12 12 12 9 12 12 12 • 9 12 = 10 90.0 9 12 12 12 12 9 12 12 12 • 9 12 11 12 9 12 8 1/4 (MIN. "G ELCO CRETE FLEX W/ 2 MIN. EMBEDMENT 3,300 P.S.I. CONCRETE) 140'0 9 12 12 12 9 9 12 8 12 - 9 12 7 12 9 12 6 180.0 9 12 9 12 7 9 12 6 12 9 12 6 12 9 12 6 230.0 9 12 7 12 5 9 12 6 12 9 12 6 12 9 12 6 HOLLOW CONCRETE BLOCK • :I. 11111 1111111111111111111111111111 ►;r 75.0 9 11 6 11 4 9 7 4 7 8 6 4. 6 / 5 4 5 4 6s// 4 343 � 4 / r 90.0 9 9 5 9 4 8 6 4 6 5 3 1 - 1/4 1/4 ITw TAPCDN W/ MIN. EMBEDMENT 140.0 7 5 3 , 5 � � r'/ 18 0.0 5 4 4 ��/ �� 7, / %/, 2 3 0.0 4 3. �� /�/// Af•!/ g /i�/ t•I �� /I �/� V r eam. /�/r � % / � t 1/4 POWERS CALK -IN 8 1/4 -20 STEEL MACHINE ' l I ' �• FASTENING W/ 7/8" STAINLESS SCREW EMBED . 7 5.0 9 12 9 12' 6 9 10 6 10 9 9 5 ..9 7 6 p 4. 90.0 9 12 7 12 5 9 9 5 9 9 7 4. 7 6 5 140.0 9 8 • 5 8 3 7 5 3 5 A 6 IIIMIE 4/ 4 4 5 5 4 4' Mira r .A 180,0 8 6 3 6 AlliMi 230.0 6 5 3. 5 /� /' r V � 75.0 9 12. 11 12 8 9 12 7 12 . 9 12 •6 12 9 8 90:0 9 12 9 12 6 9 12 6 12 9 10 5 10 9 6 1/4 "0 ELCO CRETE FLEX W/ 1 - 1/4" MIN. EMBEDMENT 140,0 '9 11 6 .11 .4 9 8 4 8 8 6 3 6 7 5 180•0 9 9 4 9 3 8 6 3: 6 7 5 3 5 7 5 230.0 9 7 3 7 MINIEWIE 7 5 3 5 r a 7 5 !/G/I 67 5 i 1 -1/4" .. 75.0 12 12 10 12 7 12 10 6 10 11 9 5 9 7 6 9 0.0 12 12 8 12 5 11 8 5 8 9 7 4 7 6 5 •111111 1111A1111111111111111 W- 1/4"0 ELE0 TAPCDN W/ • MIN. EMBEDMENT 140.0 10 B 5 8 3 7 5 3 5 A 6 . 4 3 4 A 5 4 180.0 8 6 4 6 MIi"WAI/ /I VAINVA 5 4 I 4 !` f 230.Q 6 -5 3 5 %/ 5 4 /, .r -- 4. .J.. V .5 4 7 4 • . ANCHOR SCHEDULE , FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LoADS AND SPANS EXISTING STRUCTURE . • ANCHOR TYPE - LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 4-1/2" EDGE DISTANCE . SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -2 " (SEE NOTE 1) SPANS UP TO 15' -6" (SEE NOTE 1) CONNECTION • C1 TYPE (SEE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3 ) C4 C5 CONCRETE 7 5.0 9 12 12 12 16 9 12 12 12 16 9 12 12 12 16 9 12 12 12 10 9r 3/e - 0 IN & STEEL 1 - 9/16" (MIN. . I"` 90•0 9 12 12 12 16 9 12 12 12 16 9 12 12 12 13 '9 12 .12 12 9 i POWERS RAWL DROP 3 /8 - o STAINLESS BOLT WITH MIN. EMBEDMENT 3,000 PS.L CONCRETE) 140.0 9 12 12 12 15 9 12 12 12. 10 9 12 11 12 8 9 12 10 12 7 180.0 9 12 12 12 11 9 12 10 12 8 9 12 10 12 7 9 12 10 12 7 230.0 9 12 12 12 9 9 12 10 12 7 9 12 10 : 12 7 9 12 10 12 7 H PLC CC) RID R® sHu ra AP PLIC....E3LE TO 6.8 AC cc) RD r SHUTTER ANCHOR NOTES: ` 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 3, SHEET 11. • 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. • 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. P REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF YPE. SEE CONNECTION EXISTING STRUCTURE AND APPROPRIATE CONNECTION T DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. Ty PE. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. • 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS ' VARY. FIELD VERIFY THAT•FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NO7 PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR `� SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM•OF 1/2".-ENGAGEMENT OF T1-IREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. • DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE • • • •• 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE••. NCO SCREW, NUT OR WASHERED WINGNUT. • 0 •••• 1 Q • •.. s 1D. • •• •i' j< • • •Q • . • : •.• QW 0° • OIL PRODUCT I . V1SED vs complying ilia the Flom Raiding Code . Acceptance No D 3- Ci 1 f 6. o Z Expiration Date 2O BY lie Doom VJ. KNEZEVICH PROFESSI FL LicQsse . 'T109E3 FEa <<I> a rt et el ( scale AS NOTED design by VJK N m et N O p r 3 Q i0 01 0 0 0 D f0 (0 data 12/08/98) [drawn by checked by� v..11(1 drewino na... 01 - .855_- • • • • --A-ae + 111- • • • • • • • • • • • • 1 F- < rA J 141 .tt MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE• DESIGN LOAD (W) •(P.5.F.) • • ACTUAL . SHUTTER SPAN IL) (FT. - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) • 40.0 9 -0 2 -1/2 1 -3/4 L max. (FT -IN) 11 -0 2 -1/2 2 -1/8 14 -4 3 -1/4 3 -1/4 50.0 • • 9 -0 15 -6 2 -1/2 1 -7/8 13 -6 11 -0 2 -1/2 . 2 -1/4 60.0 13 -6 12 -10 3 -1/4 3 -1/4 60.0 15 -6 • 9 -0 2 -1/2 • 1 - 7/8 11 -0 • . 2 -1/2 2 -3/8 11 -10 12 -11 3 -1/4 .3 -1/4 • 70.0 11 -5 9 -0 • 2 -1/2 • 2• 100.0 11 -0 11 -1 2 -1/2 2 -1/2 13 -7 12 -4 110.0 3 -1/4 3 -1/4 80.0 . • • 9 -0 . 2 -1/2 2 • 10 -5 11 -0 2 -3/4 2 -3/4 150.0 11 =11 3 -1/8 • 3 -1/8 90.0 • 160.0 9 - 0 •.. • 9-6 ' • 2 -1/2. '' ' 2 • 10-2 . 11 -0 170.0 2 -7/8 2 -7/8 11 -5 94 3 -1/8 . 3 -1/8 . 100.0 9 -1 9 -0 2 -1/2 2 -1/8 186.4 10' -0 • 2 -1/2 2 -1/2 9 -0 11 -1 3 -1/8 3 -1/8 110.0 • .8 -9• 9 -0 • 200.0 2 -1/2 • 2 -1/4 . 10 -0 8 -4 2 -5/8 2 -5/8 . 7 -11 10 -9 3 3 120.0 220.0 .. • • 9 -Q 2 -1/2 . 2-1/4 7 -7 • : 10 -0 2 -3/4 2 -3/4 • 10 -5 3 3 . HF /G ED1 3N SHU TfE F NOT APPLICABLE TO 6.8 ACCORDION SHUTTER TABLE 3 .NOTES: • 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK T•HEIR• RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. ' 2 :FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. • • TABLE 4 N OTE: • 1. ENTER TABLE 4 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. • "• • •• • • •••• ••• • ••• • •• •• • • • • • • •• PRODUCT REVISED ISED as complying with the Florida $tiding Code Acceptance No O3 0 1 16 -0 Z Expi . lion Datc Q/' Zo 08 B ■ '_`. itE/, Maid Flattep`osdssa Control DIYL°'3'.o l •0 z Z F � r W l7 I o ud 0 Lel LC 4 W cal z V 111 j N Z z � Alb • • • ■ • • V1. KNEZEVICH PROFf.SSIO A License N _•10983• 2003 rj FFa1 MEIN' c 2 v 2 D u 0 = N A J Yl N 1- 1- 2 z odd dt u W )- n Z o n 41 IA < < [date 12/08/98] scale w5 NOTED 'drawn by MC design by chached by VAK ,nf- I-e•drrawingg �no. V • • • ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS . DESIGN WIND LOAD W (P.S.F.) • POSITIVE WIND LOAD NEGATIVE WIND LOAD • L max. ' IFT -IN) L max. (FT -IN) • 32.5 15 - 15 -6 40.0 14 -4 15 -6 50.0 13 -6 15 -6 60.0 12 -10 15 -6 70.0 12 -4 15 -6 80.0 11 -10 . 15 -2 90.0 11 -5 14 -3 100.0 11 -1 13 -7 110.0 . 10 -9 12 -8 . .120,0 , • 10 -5 11 -7 • 150.0 9 -8 ' 10 -10 • 160.0 • 9-6 . • • 10-2 . 170.0 9 -3 94 . 179.1 9 -1 9 -1 186.4 9 -0 9 -0 190.0 ' 8 -9 • .8 -9• 200.0 8 -4 • 8 -4 210.0 • . 7 -11 7 -11 220.0 .. • • 7 -7 7 -7 ' 230..0 7 -3 • 7 -3 HF /G ED1 3N SHU TfE F NOT APPLICABLE TO 6.8 ACCORDION SHUTTER TABLE 3 .NOTES: • 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK T•HEIR• RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. ' 2 :FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. • • TABLE 4 N OTE: • 1. ENTER TABLE 4 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. • "• • •• • • •••• ••• • ••• • •• •• • • • • • • •• PRODUCT REVISED ISED as complying with the Florida $tiding Code Acceptance No O3 0 1 16 -0 Z Expi . lion Datc Q/' Zo 08 B ■ '_`. itE/, Maid Flattep`osdssa Control DIYL°'3'.o l •0 z Z F � r W l7 I o ud 0 Lel LC 4 W cal z V 111 j N Z z � Alb • • • ■ • • V1. KNEZEVICH PROFf.SSIO A License N _•10983• 2003 rj FFa1 MEIN' c 2 v 2 D u 0 = N A J Yl N 1- 1- 2 z odd dt u W )- n Z o n 41 IA < < [date 12/08/98] scale w5 NOTED 'drawn by MC design by chached by VAK ,nf- I-e•drrawingg �no. V • • •