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WS-08-706Protect Address 230 NE 100 Street Miami Shores Village, FL Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 THOMAS AND LAUREN BENTON Address Contractor(s) BRIJAC BUILDERS LLC Phone CeII Phone (786)201 -5572 Type of Work: ACCORDION SHUTTERS No of Openings: 4 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.80 $140.00 $9.00 $3.50 $154.90 230 NE 100 ST MIAMI SHORES FL 33138 -2419 Parcel Number 1132060134480 Block: Lot: 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Hon: Shutt Expiration: 10/18/2008 Phone (305)795 -2207 Applicant MAW Valuation: Total Sq Feet Total $ 0.0 $ 0.0 Payment Type: Amt Paid 1 Amt Due $ 0.00 ,(, U "761- APR 2 g PA THOMAS AND LAUREN Available Inspections : Inspection Type: Shutter Attachment Shutter Final 1 April 21, 2008 Date CeII $ 2,500.00 0 Monday, April 21, 2008 1 4�z Apri. \i1tCC fl\ t (L . BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 23 0 iv6 City /4/11 47-0 te'S' State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Architect/Engineer's Name (if applicable) A Value of Work For this Permit $ Z / (f6. 9� Type of Work: ['Addition ❑Alteration Describe Work: 0Joey Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. V V S6Z70(p Master Permit No. Electrical Plumbing Mechanical 4/4®/27 58eivre" /00 ST 666 FOLIO / PARCEL # r) 32.0 (o - ' 0/3 'i 23o /Ir6 /00 S'T County Miami -Dade Is Building Historically Designated YES NO Phone # 2 S2 5'29 Zip 1,7 8 Phone # Contractor's Company Name �2,CT4 � . , ,liidele/ts ! 22- C Phone # Contractor's Address / 9 o % /Y14/ /•2 C7 City Re 8/Wee // (C S° State G Zip 3 02-9 Qualifier Name !�/ (le/4/ SCJke Z Phone # State Certificate or Registration No. Certificate of Competency No. e (q C'_ 157 4 45 - 7T - 64/E, d F Atoim ❑ Repair/Replace At J'f/ Li pi° P.1 ,I.GS ********* * * * * * * * * * * * * * * * * ** * * * * * * * * ** * ** F ** * * * ** * ** * * * * * * * * **** * * * * * * *** Submittal Fee $ Permit Fee $ / 471Q q Notary $ Training/Education Fee $ 0 Scanning $ C.Q Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Phone # Total Fee Now Due $ Zip .32/3P .PR . 1 3 2300 Li B Y: —�• 20f Roofmg 786 - Zd / -ss7e Square / Linear Footage Of Work: ❑ Demolition CCF $ I. CO /CC Technology Fee $ ( • Zoning $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify thatno 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 ofa 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 nosted at theme for the first inspection which occurs seven (7) days after the build a' '�c�°.rcomfaerrcenaena rnusc oeTosiea Jon site inspection will not be approved and a reinspection fee will be charge4ling Permit is issued In the absence , h posted notice, the Signature / Owner or Agent Contract instrument was acknowledged , eforel me this The foregoing instrument was acknowledged before me this day of 206Y, by 170 The for oin day of P<' , 20 00 by W (CLIA/VI 2 , who is rsonally known me or who has produced As identification and who did take A as identification and who did take an oath. Sign: Print: * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) o has produced Signature NOTARY ;' LJBLIC: �1 �o NOTARY PUBLIC: ( a iNs ® p - Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** /8/6 Tania Sanchez ' =_: ::.Commission # DD624854 jExpires: DEC. 25, 2010 4 * M 3TARY.com Plans Examiner Engineer Zoning IV ' 1 • Qasi5 5liutter, Inc. 6500 w 20 ave bay # 10 • •. • • ' Hialeah. rI 33016 • • • • • • •. •�•• :.:.Office: (305)558 -5000 Fax: (305)55 - 5 00 + • • •• ••• •• • • • • • • •• • • • •••• • • • • • • • nn $ • 'TER PRODUCT APPROVAL AUTHORIZATION FORM •••••• Afaif, V ,,W._r/010, • Date, • • . . ... • !vi 0'4I Silva Municipality (00 4 me/fa Job Address We are the Dade County Notice of Acceptance Holder for HT-100 Aluminum Accordion Shutter under number 05- 0720.03 This letter authorizes R I 4 I3 Al- 0 , L LC to use our HT-100 Aluminum Accordion Shutter approved under number 05- 0720.03 at the above reference address. Sincerely Gam` Oasis Shutter, c. Pedro Rodrigu z, President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. • • • • • • • • • • • •• ••• • • • •• • • •• • • • • • •.• • • • • • •• • . •• 4 klets • oritioHE D en ®t‘i • xt s til • • ` Oc C.4) f2-1) ai:! 4 517t 2 $ ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • .•. • • ••• • • • • • •• • • • • • • • . • • • • • • • •• ••• • • • . • • • • • • • • • •• •• ••• • • fo 1 6 1 ; 43 1t +4(0ov PAIL f*P 15i 64 P (* (-4 Q tkiSetot z©t4E 1+1e'1A 0;f-Mir, *� Pe. t o 9 ' 1-11 1 c44 R S t Ft- - 3 ,t3S Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10_, 15 20 Tributary Area Sq Ft) 40 45 50 25 30 35 0 - 15 50.4 -49.2 -48.3 -47.6 - 47.1 -46.6 -46.2 -45.9 -45.5 +48.5 +46. +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.8 16 ft 11541 - 49.8 -49.0 -48.3 - 47.7 - 47.3 - 46.8 - 46.5 -46.2 +47.1 +47.1 +45.9 +45.0 +44.3 +43,7 +43.3 +42.9 +42.5 +42.2 18 it -52.4 +48,3 -51.1 +47.0 -502 +46.1 -49.5 +45.4 - 48.9 +44.8 -48.4 +44,3 -48.0 +43,9 - 47.7 +43.8 -47.3 +43,2 20 ft -53.5 +49,4 -52.2 +48.1 -51.3 +47.1 - 50.6 +48.4 -50.0 +45.8 -49.5 +45.3 - 49.1 +44.9 -48.7 +44.5 -48.4 +44.2 22 ft -54.6 +50.4 -53.3 +49,0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46,3 -50.1 +45.8 - 49.7 +45.4 -49.4 +45,1 24 R -55.6 -54,3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 -67.4 +50.4 +51.3 +49.9 +49.0 +48.2 +47,5 +47.1 +46.7 +46.3 +45.9 28 ft -58.6 -552 -54.2 -53.5 -52.9 -52.3 -51,9 -51,5 -51.1 +51.3 +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +48.7 28 ft -57.5 +53.0 -58.1 +51.6 -55.1 +50.8 -54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.5 -51.9 +47.4 30 ft -58.3 +53.8 -56,9 +52.3 -55.9 +51.3 -55.1 +50.6 -54,5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -58.7 +52.0 -55.9 +51.3 -552 +50.8 -54.7 +50.1 -54.2 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft -59.9 +552 -58.4 +53.7 -57.4 +52.7 -58.6 +51.9 -55.9 +51.3 -58.4 +50.7 -54.9 +502 -54,5 +49.8 -54.1 +49.4 36 ft -60.6 +55.9 -59.1 +54,4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -56.1 +51.3 -55.6 +50.8 -55,1 +50.4 -54.8 +50.0 +53.8 -61.3 -59,8 -58.7 -57.9 -57.3 -58.7 -56.2 -55.8 -55.4 38 ft +58.5 +55,0 +54.0 +53.1 +52,5 +51.9 +51.4 +51.0 +50.8 40 ft - 62.0 +57.1 -80.5 +55,8 -59.4 +54.5 -58.6 +53,7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -58.0 +51.1 42 ft -626 +57,7 - 61.1 +56,2 -80.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53,0 -57.4 +52.5 -57.0 +52.1 -58.6 +51.7 44 ft -632 +58,3 -61.7 +56.7 -60.6 +55,7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53,0 -57,5 +52.6 -57.1 +52.2 46 ft -63.8 +58.8 - 82.3 +57,3 - 812 +562 -60.3 +55.3 -59.8 +54,6 -59.0 +54.0 -58.6 +53.5 -58,1 +53.1 -67.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +58.7 - 80.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 -58.8 +53,6 -582 +53.1 50 ft -64.9 +59.9 -63.4 +58.3 - 622 +57.2 .61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 -63.9 +58,8 - 82.8 +57.5 - 81.9 +58.6 - 61.2 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54,5 -592 +54.0 54 ft - 68.0 +60.8 -64.4 +59.2 - 63.3 +58.1 - 62.4 +57.2 - 51.7 +58.5 -81.0 +55.9 - 60.5 +55,4 -80.1 +54.9 -59.8 +54.5 ft -66.5 +61.3 -64.9 +59,7 -63.7 +58.5 - 82.9 +67.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55,8 - 80.5 +55.3 -60.1 +54.9 60 ft -67.5 -85.8 -64.7 -63.8 -63.0 -82.4 -61.9 -61.4 -61.0 -78.8 +822 +60,8 +59.4 +58,5 +57.8 +57.1 +56,6 +58.1 +55.7 Mean Roof Height DESIGN PRESSURES PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -822 -59.8 -58.0 -56.7 -55.6 -54.8 -53.8 -53.1 -52.5 +48.5 +452 +44,4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.8 16 fl - 63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 - 53.9 -632 +47.1 +45.9 +45.0 +44.3 +43,7 +43.3 +42.9 +42.5 +422 18 ft -84.6 - 82.1 -80.3 -58.9 -57.8 -56.8 - 55.9 -552 -54.5 +48.3 +47.0 +48.1 +45,4 +44.8 +44,3 +43,9 +43.6 +432 20 ft -68.1 -83,5 - 61.6 - 802 -59.0 -58.1 -57.2 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 22 ft -67.4 +50.4 - 64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -60.2 +46.8 -592 +48.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 - 66.0 - 84.1 -82.6 -61.4 -60.3 -59.4 -58.7 -58.0 +51.3 +49,9 +49.0 +48.2 +47.8 +47.1 +48.7 +48.3 +45.9 26 ft -69.8 -67,1 -85,1 -83.6 -82.4 -61.4 -60.4 - 59.6 -58.9 +522 +50,8 +49.8 +49.1 +48,4 +47.9 +47.5 +47.1 +48.7 28 ft -70.9 -88.2 -662 -64.6 - 83.4 -62.3 - 81.4 -80.6 -59.9 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 ft -72.0 -69.2 -67.1 -65.8 -64.3 -63.2 - 82.3 -61.5 -80.7 +53.8 +52.3 +51.3 +50.6 +49,9 +49.4 +48.9 +48.5 +48.1 32 ft -73.0 - 70.1 - 68.1 -66.5 -652 - 84.1 -63.1 -62,3 -81.8 +54.5 +53.1 +52.0 +51.3 +50,6 +50,1 +49.6 +49.2 +48.8 34 ft -73.9 +55.2 -71.0 +53,7 -68.9 +52.7 -87.3 +51.9 -88,0 +51.3 - 84.9 +50,7 - 64.0 +50,2 -63.1 +49.8 -82.4 +49.4 36 ft -74.8 -71.9 - 69.8 - 68.1 -68.8 -65.7 - 84.7 - 63.9 -63.1 +55,9 +54,4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.8 +54.0 -88.9 +53.1 - 87.8 +52.6 -66.5 +51.9 -65.5 +51.4 - 64.6 +51.0 -63.8 +50.8 40 ft -78.5 -73.5 -71.3 -69.7 -68.3 -672 - 882 -65.3 -84,5 +57.1 +55,6 +54,5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 -74.2 -72.1 -70.4 -69.0 - 87.9 -66.9 -68.0 -65.2 +57.7 +56.2 +55.1 +54.3 +53.8 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 +58.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 -88.5 +53.5 - 87.5 +53.0 -86.6 +52.6 -65.8 +522 48 fl -78.8 -76.7 -73.5 -71.8 -70.4 - 89.2 - 682 -67.3 -66.5 +58.8 +57,3 +582 +55.3 +54.8 +64.0 +63.5 +63.1 +52.7 4811 -79.5 +59.4 -78.3 +57.8 -74.1 +56.7 -72.4 +55,8 -71.0 +55,1 - 89.8 +54.5 -68.8 +54.0 - 87.9 +53.6 -87.1 +53.1 50 ft -802 +59.9 -77.0 +58,3 -74.8 +572 -73.0 +58.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54,0 -67.6 +53.6 b2 ft -80.8 -77.8 -75.4 -73.6 -722 -71.0 - 89.9 - 69.0 -88.2 +60.4 +58,8 +57.6 +58.5 +58.1 +55.4 +54.9 +64,5 +54.0 54 ft -81.5 +80.8 -78.3 +59,2 -78.0 +58.1 -74.2 +572 -72.8 +58.5 -71.8 +55.9 -70.5 +56.4 -69,6 +54.9 -68.7 +54.5 58 ft -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 - 70.1 -69.3 +61.3 +59.7 +58.5 +57,7 +56,9 +56.3 +55.8 +55.3 +54.9 80 ft - 83.3 -80.0 -77,7 -75.9 -74.4 -73.2 -72,1 -71.1 -70.3 +622 +80.6 +59.4 +58.5 +57.8 +57.1 +56,8 +58.1 +55.7 02/02/2006 - 10:58am dawns INTERIOR ZONE 4 PRESSURES z 8 F: \03 Elementsl10 Loading \11 CalculatorsV■SCE 7 -02\ FLB - ASCE 7 -02 Pressure Charts (0- 80).dwg 2004 FLORIDA BUILDING CODE & ASCE 7 -02 DESIGN LOADS FOR COMPONENTS AND CLADDING REMARKS INIT ISSUE III1IIIIONIIIIIEEIII111 Ell THIS DOCUMENTa THE PROPERTY OF FRANK L SEMNRDO, PE ANDS L1. NOT BE REPRODUCED W WHOLE OR PART W,IFIOUT YEMEN CONSENT OF MAW SENNAROO, PE. - ALTERATIONS, ADOMONS, MIGHU HTINO,OROTHER MARKINGS TOMS =WENT ARE NOT FOAMED MD SNAL/DATE OUR CERTIFICATION, DRWN CHKD CL FLB EXTERIOR ZONE 5 PRESSURES I DATE 1/6/06 2004 FLORIDA BUILDING CODE ASCE 7 -02, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING VNIIVJU • • =•I46 MPH INStRUCTIONS .OR TABLE USE: 1. TAMES/ARE INTEt11&ED TO 15EPICT L ' 0,B T CASE' PRESSURES. 'WORST CASE' IS DEF EDA9 CRITICAL CONDITIONI 0 A 1.111OWN VARIABLE AS DESCRIBED BELOW. USE �JF �RITIt. RL CONDITIONS MLR F R IJSE,wVIrH THESE TABLES. 2, FQR SITUA;IONSr MARE Kd.T1.O»TABLIiVALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.1 8, VER.1 Kd REQUIREMENTS WITIS LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE P€ RFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. ID E•BUILDING•4EAN (AW8fiAGrj j200F HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT DE ID FIfyUD, QS E•THI P014K ROOF HEIGHT. 6. ALWA RRj�7�TZD f%ZIP Iib : LIGIIII6 TO NIXT TABLE VALUE OR TO A CONSERVATIVE 7. CASOULATS TI•E TR,TAUTtLYtter TtlE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) UL P 13 BYRN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCRIRAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TFUBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBUSHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE I5 OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES FRANK L. BENNARDO, P.E., INC. CONSULTING ENGINEERS 4441 N. DIXIE HIGHWAY BOCA RATON, FL 33431 PH: (561) 391 -2888 FAX: (561) 391 -2862 CERTIFICATE OF AUTHORIZATION: #9885 ENGINEERING EXPRESS ® WWW.ENGEXP.COM MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT FAN ROOF HEIGHT MIAMI- DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • •. • NOTICE'QP•AeCEPR'ANCE OA • Oasis Sbjftters, Inc. • • • IMO W. 210 (Bait #10) •'Hialeah, Ffoida 33aim • • • • • •• •' =OPE: ▪ •.. • • • • di NOAis being is 'under the applicable rules and regulations governing the use of construction materials. • • • • ae documgptgtion subAitted has been reviewed by Miami -Dade County Product Control Division and accepted • by the Board'•f Rules,andAppeals (BORA) to be used in Miami Dade County and other areas where allowed by • :the Authorityal4avingIeiiscAction (AHJ). •••• This NOA shall' not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to • have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HT-100 / Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 05 -412, titled "HT-100 Aluminum Accordion Shutter", sheets 1 through 7 of 7, prepared by Thornton - Tomasetti Group, dated October 17, 2002, last revision #2 dated December 20, 2004, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number & approval date by the Miami -Dade County Product Control Division MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. d� A $774/t to o5 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildin codeonline.co NOA No 05-0720.03 Expiration Date: 08/25/2010 Approval Date: 08/25/2005 Page 1 Oasis Shutters, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. . DRAWINGS • . • • • 1' • • Dra*irjgl/o. 05 -412, titled "HT -100 Aluminum Accordion Shutter", sheets 1 through . • • " "• 7 of 7, prepared by Thornton- Tomasetti Group, dated 10/17/2002, last revision #2 • , datepl.42/20 /2004, signed and sealed by V. J. Knezevich, P.E. on 07/08/2005. • •• 1S •• • • • . . B. ' TESTS • • ; •li • ; see Jssociation's generic approval under 02 -0799. • • • • • •C. 4*LCUE TIONS See,A'scociation's generic approval under 02 -0799. ' • .... D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 02 -0799. F. STATEMENTS 1. Release letter issued by Hi -Tech Shutter Group, Inc., dated July 08, 2005, certifying this product to meet the criteria of product tested and approve4 and allowing Oasis Shutters, Inc. to use the test results approved under Miami -Dade County Approval No 02 -0799, signed by Frank S. Cornelius. 2. Acknowledgment letter by Oasis Shutters, Inc., dated July 18, 2005, signed by Pedro Rodriguez 3. Statement letter of conformance by Thornton- Tomasetti Group, dated July 08, 2005, certifying that the drawing (No. 05 -412) prepared for Oasis Shutters, Inc., signed and sealed by Mr. V. J. Knezevich, P.K., is engineering wise identical to Hi-Tech Shutter Group, Inc. generic drawing (No. 02 -458). E - 1 lidgp 1 Helmy A. Maker, P. E. Product Control Examiner NOA No 05- 0720.03 Expiration Date: 08/25/2010 Approval Date: 08/5/2005 a 0 • • n' $ � 0 N 0 v gg 0 0 O JIC 0 0 t 0 O c .048" 3.840" MAX .055 (TYPJ • • • • • - •• • • • • HEADER-CLG. • • • SCAU1E+ HALF SIZ • •• •• •• • • • • • • •• •••• • • • • **ID 3 4052 • • 4 444 4.478" • ()ADAPTER SLAT • SCALE+ HALF SIZE 4444 • •1•• • • • t1 0 O HEADER WALL MOUNTED SCALE; HALF SIZE 4. • S` • • 52 0 ' •• 4.51 O T YP • t AAE+ IS ALFSIZE t THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE AE CTY FOR ISSUANCE OF FOR ACCEPTANCE FLORIDA BY CODE. 2001 WITH 2002 AND 2003 REVISIONS. 2. TO VERIFY THAT THE ANCHORS AS TESTED ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN T FASTENER ANALYSIS. AND THESSE DOCUMENTS THE IN N ACCORDAN NC CE WITH THE GOVERNING CODE AND 3. WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE IDA OF LdNGG85 0��1 WI 2002 A�NgD 2003 REVISIONS A DIRECTIONAL FLOR FACTOR 4. FOR SITE SPECIFY APPLICATION IT ON OF GENERIC TTTE D NOT SHUTTER SYSTEM. S INCLUDE *FORMATION 5. US THE THESE A A OVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61131S-23 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 N HER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HERE6l. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WLL VOID THE APPROVAL DOCUMENTS. B. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND AND JUSTE THE DEVIATIION. ENGINEER DOCUMENTS SHALL ARCHITECT. SIGNED. TO T hEE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUO.DING OFF1CIAL TING FUS /HER APPROVAL. 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 WITHN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS' OASIS SHU MK. BIL MAIODADE IRODU CFARROUES' 10. WITHN SHUTTERS F ENTER ( EECHHA SM E CENTER OR T O PR HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMNUM ALLOY, U.O.N. - to 12. OR GALVANIZED STEEL BOLTS TO A TENSILE STRENGTIH OF 60LKS.L. STEEL, .N.. IA POP RIVETS TO BE 3/16 - 1, 5052 ALUM. ALLOY, U.O.N. 13. TOP AND BOTTOM DETALS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 0 0 0 pi ®BUILD-OUT A WALL HEADER SIZE t158" .326 2.775" :I 1250" .949" 1 1.891 O CENTER MATE 1 9 SCALE. HALF SIZE in r 1 2" MIN.-5" MAX 4 D ANGLE 11 SCALE; HALF SIZE 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. OFFICE PATENT No. STE5,755.270. PATENTED WITH THE U.S. PATENT AND TRADEMARK 15 LOCKING CUP SCALE= HALF SIZE (TY;. 21 .620" 2.373" / - • 47 2" I.D. • f O.D. 1 .211' 1 1• 1.350 j 4500" (OPTIONAL) 1VP. AT EVE119 OTHER NODE JOINT ATTOP. O ROLLER ASSEMBL 12 SCALE+ HALF SIZE f 3:0l t.4 2T ft2' � t2 � t3 SILL -WALL MOUNTED SCALE+ HALF SIZE .060' 00 a ' 1.039" .190' ys /c .095e .442" .9.2" ® �NTER MATE 2 SCALE+ HALF SIZE STAINLESS STEEL ASSEMBLY .320 "0 HOLE NYLON ILACE D I E 0 2.984" 2.795 .2t5" ob: - .060" 60" j345" 1 P659' 5" .055" .500" O ADL SILL TOP OADJ. SILL -ROT. ALTERNATIVE SCALE; HALF SIZE SCALE: HALF SIZE C)ADJ., 5 HALF SIZE 0 a PI . �.M TOP 11017011 m O a N 485 CAIISlU = BUSHINGS 2 SCALE: FULL SIZE MA .080 250 .949" 1.391" 1.8 (TYP.)" -. 04.e. 0► N N N 1.533" () CENTER MATE 1 (111flocoNG Roos SCALE* HALF SIZE 13 O INSERT SCALE. HALF SIZE` t=a.200" WALKOVER SILL LOCKING ARM AUGNMENT INSIDE HANDLE � FL0OR MOUNTED , BUSHING (NYLON) 18 HIM � ) 1.533" I 1.250" 1 - Y °" END SLAT CALE+ HALF SIZE 1.250" 42 J .942" 1 .659" 2.101" O LOCIONG ARM 14 SCALE, HALF SIZE '050 • •• •• AA E S CALE+ HALF S 4144 3.465" • •• 3.267" • • • • 44.4 ® CENTER MATE 2 (r11LOODNo NOD SCALE; HALF SIZE Approved as complying midi die Merida Bolan ado • Dom • NOAI o S L Mimi bide ?mild • • • • • • • •• • • • 0) L iAS NOTED � Wel V J. Knezevich Imfenbed Engineer FL License ., 10961 2005 10/17/20021 05 -412 1 1 sheet , 1 of 7 1 t • • �i a 0 c 0 • • z 4 0. N tY W x ••. ••• • • • • • • • • • • • VARIES - NO LIMIT TOP TRACK AL . LO ATIO OF LOCKING MECHANISM AT SIOE m • • • SECTION • • • ' BDTTOi4.T.RAtK • ••.• • •••• •••• • • •• • FASTENER (p 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) • N.T•S. • • • e M VEIV 7YPJCAL ELEVATION 3/4" MIN. T E FASTENER SCHEDU /T 1 -1/2" MAX. 1 SCALEt 3• • r OPTIONAL DINT BETWEEN DRILL 5/8"0 HOLE FROM,,N REMOVABLE AND BOTTOM OF EXTRUSION W FIXED SILL BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW LOCKING MECHANISM CAN BE 018" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. o • s ;To7 Qr- . l • 04' a o M M 4 S 1p C) 1111 0 I (r1 EXISTING GLASS — (TYP.) 6 -1/2" SINGLE ARM LOCKING • MECHANISM AT CENTE OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED • RN INSIDE OR OUTSIDE SHUTTER 1I , cAL PLAN VIEW 1 "x1"X1/8" ALUM. ANGLE W/ 3/16 "* POP RIVETS @ 6" O.0 REMOVABLE FLOOR TRACK DETAIL SCALE &3" -r -0" temo ei rmosOMS LOCKING PIN SCALE+ 1-1/2- FASTENER t 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SSEFIBLY PTIONAL ACCESS HOLE XISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SINGLE ARM LOCK N.T.S. SINGLE ARM LOCI( N.T.S. 2" MI . SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY MAY INSTALLED ON /4 INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER ASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) E FASTENER SCHEDU i-1%2 CJ EMI NEW WOES NICE VERA= SINGLE ANM LOS OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. ON INSIDE BE INSTALLED E OF SHUTTER SCALE, r • r 1 "x1 "x1 /8" 3/16 "# POP JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE NYLON HANDLE SEMI ANA LOOS OPTIONAL CLOSER HANDLE N.T.S. MIN. SHUTTER SEPARATION FROM GLASS.(SEE SCHEDULE SHEET 5), DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE t 3'. r- 0" p 7/16" O.O. 0.63" LONG NYLON /1. BUSHING 1111111 O OPTIONAL PLAN VIEW SCALE+ 3" - r — SSEMBLY PTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING STRUCTURE SEC110it T SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CA BUSHING #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING 4..460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" O.O. x 0.90" LONG NYLON •mloM BUSHING ® #10 x 3" SMS. MANUFACTURED •••• FROM #410HT STAINLESS STEEL '....' COATING & 5200 FLUOROCARBON x 050 THICK 3•00••• SERIES STAINLESS STEEL WASHEEt..... (TYP. TOP & BOTTOM) •• • • • • • • SCALE* HALF SIZE SCREW SE & ROLLER/ BUSHING FASTENER t 24" O.C. (SEE ANCHOR SCHEDULE 2" MI FOR ANY ACCEPTABLE ANCHOR). • • • • • • • • • • • • •• •• • • Appesved at complying with t4 Florida — Code Date 0 NOM 111411.11 rLNdNd • • • • • • • .0 • • ...CEO CC wench's) IfI*) ' < -O IA _ O � PI o jw S••• =LL Q . aS O's m gi V J. ICnezev)ch frolestfo+Yl E+gYeae FL License •-, ' 0353 5 0 r n 0 0 G i duir 10/17/2002 i `°"' uc* 05-412 1 sheet 2 of 7 E 0 co 3 • •• • • • • •• SEE Ti11L'E •••• • •• U� • • • • • • • s • • • •••• • ••• • ••• ® wAIL MOUNT SECTION SCALE. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. CONNECTIM TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING CI CONT. 0 CONT. 1/2" ■ 1/2 11 CONT. TWO 1/4-20 MACHINE BOLTS TEK S (b 12 O.C. (TYP., TOP & BOTTOM) SEE TABLE 2 9 -3/16" MAX. - -r-- a ALT. ANGLE LEG DIRECTION. X REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM E BOTH ANGLES (TYP.). C CONNECTION ANCHOR SCHEDULE SCHEDULE FOR MAX. V SPACING BUT DO NOT EXCEED 6" SPA NG i • ,; 1/2 CONT. -� 1/2 _ -- EMBED. 5/8" MAX. REFERENCE E RR N C HA SPACING 5/8" MAX. 11 CONT. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY ®_ TYP. EVERY OTHER P11NN 1/4" MAX.. - 2 CONT. 1/2 NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. O BUILD -OUT MOUNT SECTION E SCALE= 3" is r -o• z4 a m 0 41/11. 3� Waft 3/16 "0 POP RIVET H -j OR #12,TEK SCREW _ 73 p 6" O.C. (TYP.) a i 40 & 5 X ASSEMBLY 4 liA 1 "x1 "x1 /8" X W ALUM. ANGLE Vt W/ 3/16 "o POP U4" MAX.- RIVETS @ 6" O.0 SEE TABLE 2 RE FERS N EN C H R SCHEDULE FOR MAX. 1/2 SPACING 1/4 -20 MACHINE BOLT W/ NUT 0 12" O.C. (TYP., TOP & BOTTOM) TYP. EVERY OTHER RE_ ROLLER ASSEMBLY W MAX 1/4" MAX EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. N4 CIO 3' 40 X • O R D W n. EXISTING CONCRETE, MAI‘ONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 5/8" MAX. C CONNECTION ION TYPE SCHEDULE FOR MAX. SPACING - 1/4" MAX. EDGE 1 z � DIST. n , 1• H 4 • OW ■ a <- -. • id X Q• 3/16 "0 POP RIB @ 6" O.C. (TYP.) -4/4" MAX. PTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER EDGE DIST REFERENCE ANC SCHEDULE FOR MAX. FDfiFJ114L SPACING ® �JUNGflNSIDE MOUNT SECTION SCALE. 3" - V-o- 1/2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O F BUILD -OUT MOUNT SECTION SCALE. 3" • r -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER CI CONNECTION ,TYPE p 24" MAX. O.C. REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL TYP. TOP & BOTTOM 1/4" MAX.- 1/4" MAX. C T IO N TYP SCHEDULE FOR MAX. SPACING 11 CONT. - FOR LARGER SPANS (SEE SCHEDULE 1 TYP AN G LES /8" MAX. O EUILD-OUT MOUNT SECTION #14 SMS 24" O.C. MAX. 1N BETWEEN TRUSSES Z dr cuu N .o) 3 Ur 01- j .•-■ SEE TABLE 2 XFu EW 5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) a CONNECTION TYPE REFERENCE ANCHOR / REFERENCE T NE n ANCH R SPACING BUT DO MAX fir SCHEDULE FOR MAX. EXCEED 8 -1/2" SPAC ,4 SPACING 1/4 -20 MACHINE BOLT W/ UT @ 12" 0.C. (TYP., TOP ;'. BOTTOM) W fr —1/4" . •• MAX. Z z a Ai In 34( I e _. X�u FW EMBED. -1/2 -1/2 1/4" MAX. TOP & BOTTOM WOOD SOFFIT/ l J FLOOR MOUNT SECTION W L7. —1/4" MAX. W EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/2" 1/4" MAX. O BUILD -OUT MOUNT SECTION D SCALE. 3" - T-0" 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD [# EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS z 4 - 0.Y1 O� Dui WA 1/4" MAX. 16 C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING E H a • s. • V J. Knezevich Nolesdonsl 90~ R Mosso No. 0903 JU ▪ 1 0/17/20021 l� NOTED • • w • ••• • 2 005 r l I 05-412 "•• MAX. • • s Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING 5/8" MAX. Approved as complying with es Code Drtlt o : IS 2-04c ATOM "•3 Mud Canted • • • . • 2 7 0 1 • •AREDitill _ SHUI • PTION SHUTTER SPAN BEAM SPAN 2' x 5- 5' -0• 9' -5 Tw = .125" 8• -0- 8• -1" Tf ..125" 10' -0" 7' -6 2" x 8" 5 ' -0 - 14 -0 8' -0 11' -6" Tw a .072" Tf = .224" 10• -0 10' -4" 2" x 9- 5' -0" 15' -5' 8' -0" 12•-5 - Tw = .072 Tf = .224" 10' -0" 11' -2" CC e 8 0 5 E EMBED. SEE TABLE 2 0 0 et 1- z N z X E Approved as coapiyII wrifi tie Ifissida Dare :1'f .—"1r NOA/ • - 15TSfA _ • , Waal • nand CMtnt a t:4 sag O O O O 1•• JU ••• 05 -412 I 0 O • • • •;•.•• • • • •••• N a 0 • • • • TWO 3/8 "0 POWERS CALK -IN 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 - 0 ELCO CRETE -FLE 3" O.C. W/ 1-3/4 - EMBEDMENT & 2-1/2 - ED GL DIST. IN EACH • •••• Ofi • EXISTING STRUCTURE • •• • • • • •• • • •.•. • • •• • • • • •• OR D SOSOR • •• • • • • • • • • • • •• •• • • TWO 3/8 - 0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 K51 CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 - 0 ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" EMBEDMENT IL 2-1/2 - EDGE DIST. IN EACH ANGLE LI RECI STRJ RE MAXr14 5/8" MAX. 2 - x 3" x 1/4" • 6063 -T6 ALUM. ANGLE r DETAns ® &® 1-1/4" (MAX. DESIGN LOAD •72 PSF) O T0p SUPPORT BEAM DETAR. SCALE• 3" • !'-0" NOTE t USE BEAI1SCHE ULE FOR DETAILSWAMU. 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM (OF SUPPORT TO IL OF SUPPORT. SEE TABLE 2 ACCES HOLE THREE -1/4 - 0 THRU BOLTS M 606 A ANGLE THREE -1/4 - 0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD * 72 PSF) � �OTTOM SUPPOT BEAM DETAIL, SCALE 3' . Y-o ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) o 1/4 -20 S.S. MACHINE SCREW & NUT @12 "O.C. USE THRU BOLT OR ACCESS hgLE AS SHOWN IN DETAIL Q) —1/4" MAX. z 4 a to 0; W 1- 1- a E z 4 a N W 1- 1- m r N X 4 E a d cc Q W iai E -zx RfSpl N oN 3/16 "0 POP RIVET OR 412 TEK SCREW @ 6 O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR MAX HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT 12 O.C. PROVIDE 1"0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THR BOLT AS SHOWN IN DETAIL(} OR Do e 0 N 1 2.50' PLYWOOD AND STUCCO FINISH 5/8" MAX. ANGLE DETAIL USING CALK-IN ANCHOR SCALE . 3'. T - 0' SCALE , 3 " - 1'- 0" DRILL 5/16 "0 HOLE 1.O0" 3.00" DRILL 7/16 "0 HOLE DRILL S/16 "0 HOLE 1.13" 3.75' SEE TABLE 2 3.00" 3.00" • 3.00" 3.00" 1 2.50" 11.00" © ANGLE DETAIL USING CRETE -FLEX ANCHOR 1/2 Ftr cc F en X 4 E e z 4 0. U1 FOR WOOD PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO W000 PLATE @ 12" 0.C. TWO 1/4 "0 S.S. LAG SCREW 24" O.C. MAX. W/ 1 -3/4' PENETRATION IN CENTER OF STUDS Y x 6" P.T. WOOD PLATE (MAX. DESIGN.LOAD :72 PSF) ® WALL MOUNT SECTION - USING r x 6' P.T. WOOD PLATE SCALE, 3" • 1' -0 PLYWOOD AND STUCCO FINISH 5/8" MAX. SEE TABLE 2 MIS 3/16 "0 POP RIVET OR 012 TEK SCREW (8 6 O.C. (TYP.) ASSET LY 1/2 DGE DISTj, a 1 w 5 /4 1/4 -20 S.S. MACHINE SCREW & 1 (� AC 12 " O.C. PROVFAENIIDE ST NG I ACCESS IqL� @ B SIDE FOR • • TWO 1/4 "0 SS. LAG SCREW M 24 O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1 "x3 "x1 /8 OR 1" x 4- x 1/8" 6063 -T6 ALUM. TUBE DX. DESIGN LOAD s 72 PSF) � WALL MOUNT SECTION - USING ALUM, TUBE SCALES 3' -1'-0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C CONN C EC E OH T R SCHEDULE FOR MAX. SPACING r MAX. OPTIONAL LOCATIO C5 C E ONNEC E ANCHOR SCHE FOR M SPACING ® �IUNG/INSIDE MOUNT SECTION SCALE, 3' • 1'-0' 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX- 3/16 "0 POP RIVE @ 6" O.C. (TYP.) -1 /4 MAX. 247 •• • • • • - • • • •• • •• • • • • • • • • • •0 • • •• • .• • • C ,I ,., � own - .8* e . • u! r Q' a I. Knezevlch Frofessional fnadm•r n License New FE 00109031 2005 10/17/20021 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS ECEP IFJ� EFT - IN) TYPE B DETAIL QF OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL CI DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 -1 12 -4 13 - 12 -7 38.0 13- 1 11 -0 13 -1 11 -2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 - 10 -0 52.0 12 - 9 -4 9 -7 9 -7 56.0 11 -11 9 -0 9 -0 9 - 3 61.5 11 -7 8 -7 8 -7 8 -10 63.3 11 -6 8 -6 8 -6 8 - 8 66.8 10 -11 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 712 10 -3 8 - 8 -0 8 -2 75.0 9 -8 7 -8 '7 -8 8 -0 81.4 8 -11 7 -0 7 -0 7 -4 86.8 _ 8 -5 6 -7 6 -7 6- 10 91.4 8 -0 6 -3 6 -3 6 -6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6 -7 5 -2 5 -2 5 -5 120.0 6 -1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -3 4 -7 140.0 5 -2 4 -1 4 -1 4 -3 150.0 4 -10 3 -10 3 -10 4 -0 160.0 _ 4 -6 3 -7 3 -7 3 -9 170.0 _ 4 -3 _ 3 -4 3 -4 3 -6 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) . M MINIMUM M MINIMUM n c c 0 0/ • 0 0 0 ' t 1 0 �. 3 0 0 0 N .0 • • • • • • • • • • • •• • • • •••• • • •••• • • •• • • • • •• • , . • • • ••• •••• • • •••• . • •••It ALT. CLOSURE DETAIL • SCALE/ 3" • r -0" •.•• •••• • • •••• •• • OALT. CLOSURE DETAIL sCALEs 3" - r-o- 1 " x 2 "x1/8" ALUM. ANGLE 3 #10 TEK SCREWS OR 3- 3/16 - 0 ALUM. POP RIVETS (TYP.) 2 x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY FASTENER 24" 0.C. ANCHOR S FASTENER ( 24" 0.C. ANCHOR SC A HEDULE)N NOTE EITHER EI C SIDE O ION MAY BE TYPICAL CORNER CLOSURE DETAIL SCALE. 3• • r-o- 2" x 2" x .125" ALUM. ANGLE CONT. #10 x 1/2" GALVANIZED SMS OR 3/1 " 0 ALUM. POP RIVET • 18" O.C. 2 x 3 x x.05 5 ' 2 x 4 " 5 055 - OR 2 x 5" x125 AL. ANGLE 10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. rx1 "x .055 " •1"x 2 - x.055 - • 2 - x3 "x.055- 2 "x4 x.055 OR 2" x 5 x .12 AL. ANGLE #10 TEK SCREW OR 3/16 - 0 ALUM. POP RIVET (� 24 O.C. (TYP.) TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHE al 4" 0 EXISTING STRUCTURE HALF OF USE MAL OR FEMALE AS REQUIRED ®LT. CLOSURE DETAIL 8 L E 1 NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. J MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" • • z 4 0. a CC W F- F n X N X Q . m 4 p H ► a= UI ® ALTERNATE FLOOR MOUNT DETAIL SCALE' 3" • r -0" N 1/4" MAX. • EXISTING STRUCTURE . . ; °_ MIN. 3,000 PSI CONCRETE CONCRETE FASTENER p 8- O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE •• • • • • • • • • • • •• •• •••• • • ••.• • • • • •• • • • • • • Agpreved - c. plyl.$ wile de Orin MAO Mind . Product Coatroi ANCHOR SCHEDULE FASTENER MAXIMUM SPACING CINCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ,rnus •US1X3 ANCHOR TYPE LOAD On P.S.F. MAX. ME NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO • B' -O" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13'_1• (SRN NOES 1) SPANS UP TO 5' -B" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -V (SEE NOTE 1) CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (MN C2 NOTE C3 TYPE 3)' C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SUE: C2 NOTE C 3 TYPE 3) C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C l (SEE NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 CS sumo* ■, \l\IU\ \ \\ \\ \\\11\\11\\11 \ \\U \I■> 1/4 - • ITW TAPCON W/ 1-V4' MN. EMBEDMENT *wax* Psi. commis 45.0 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 10 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 57.0 12 12 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3" 4 4 5 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 8 3' 4 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 105.0 10 5 5 5 3 8 3/ 4/ 8' 3/ 4/ 8 3/ 4/ 11 170.0 8 3 f� 4/ 8 3 , 12 /d 4/ 8 3 4 4 8 3,4 4 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 * GO v4 - • PowER3 CALK -IN W/ 7 /11' EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW 0 „ m , 3.00grAL ammo 45.0 12 12 12 12 9 12 12 9 6 12 12 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 3 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 5 12 9 9 5 4 12 6 6 5 3 12 5 4 4 3 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 7 5 12 6. 6 7 5 12 6 6 7 5 12 6 6 7 5 45.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 4 4 7 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 ' 5 5 3 0 ) 57.0 x .12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 /� 3r / 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 /e 4 4a , :/". NAL 0101.aOaePSLa> v4 -�P - In i W/ 1 7q 73.0 11 11 11 6 8 4 4 4% 7 3 3 4 7' 6 v 3 12 12 12 7 4 9 5 5 5 3 8 3 3 4/ 7 / 105.0 8 4 4 ` 3 6 j 3/ 6 3 6 e 3 g S 4 5 3 7 4 7 4 X 7 4 170.0 6 '77/ 3f/ 6 3/ 6 3 6 3 7 ��� 4 7, 7 4 / 7 � 4 7 �� 4 * * V4'0 ELCO MALE/ FEMALE 'PANELMATE W/ 1 MIN. EMBEDMENT & V4 MACHINE SCREW WITH NUT 001.4900 PSI. ooNOETN 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 8 7 7 4. 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 105.0 12 7 7 7 4 11 4 4' 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 . 4 6 3 11 4 4 6 7 3 4 12 12 4 12 4 12 7 12 4 12 12 12 4 12 4 12 7 12 4 9 12 12 4 12 4. 12 7 12 4 8 12 12 4 10 4 10 7 9 4 6 ipm. We HEX HEX W/1 p1•E.3,3 • ELM TEST - FLANGE TAPC HEAD TAPCINF . EMB o PAL a mm 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 v4 - . 0 FLEX 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 12 12 10 7 12 6 5 7 4 EL CR w Me�r 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 3 •PALODNMETD 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INOES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 7flULLS '1SIX1 ANOIOR TYPE J d I MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" ME NOTE 1) SPANS UP TO 9' - 0" (S8? N018 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE N C4 C5 I 1 - 3/4 :MO IlS∎∎\k \III! \1\111 \M∎1 - ~ MIN. THREAD PARALLEL OR PERP. 10 105.012 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 3 3 /, // �� 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3/ 12 5 4 9 8 3 3 12 5 4 3 712 5 4 3 2 12 5 4 TO W000 GRAIN 170.0 12 5 4 3 4 / 12 5 4 3/, 12 5 4 3 f 12 5 4 3 old • 0 • • • • • • • • • •• • • • • •• • •• • • • • •• • •• • • • • • • • •••• • • • • • • •• •• • • • •••• • • • • •••• • •••• • •••• • •• • • • •••• • • • • •••• • I SEE PAGE 7 FOR ANCHOR NOTES 1 By •• • • • • • • • • • • • •• • • • • •••• • • • • •••• • • •• • • • • • • Appi WL ss complying with 68 D o Zaps' NOAI 6 •. o Mild Pmdid Centred • • co 0 Cid 164 • V J. Knezevich FL Mesas Neu PE - 0953 a le z >�R Ian M e so: a maim � a V ' O 0aq- E NZ e grwA 6i <g o k • ig ..,'^ 2 c?•.r• Z� ens �•• .{ O j •••• • 2005 10/17/20021 l ira" 1,[11 05-412 - - c -s -r • 7 c • • r • •• • • • • • •• • .• • • • •••• • • • • •••• • • ••• • • •• •• •• • • • • • • •. • •••• • •. • • ••••• • • •••• • •• • • • • • ANCHOR NOTES: t � BLE ST SHOWN A FOR FOR SPEaFIC LOAD DETERMINING LIMITED TO THOSE SHOWN N TABLE 1, PAGE'S. 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. 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 MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. VARY. EXISTING I VERIFY FASTENERS FRAMING. RIO ADEQUATE WOOD CONDITIONS MEMBERS, D URE PIEC I. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR ram.57VR .7f`.17CVNLC FASTENER MAXIMUM SPAONG WOES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. r EDGE DISTANCE • 5 11 11 11 5 4 9 9 9 4 3 7 4 3 3 [1:11BERISS MIWAI .011107.4zig131EVZMIXIDEIEZWAIZINEESZEIMEMAIZIed 12 12 12 7 4 9 5 4 5© 8 3 ©121 lamp '©X TAXIMEInt 12 12 12 9 5 9 9 9 6 Cl iMBRI E eee // 8 /��/ 10 10 10 7 4 _7 7 7 5 0P.% 'OM 0 "O' ' ='©'© ZEIro %� % R ©% %O % 0M %�0 /i' OZO L'�/.' / /. ©//.OZ &B% 12 12 12 10 6 12 12 12 7 0 12 12 ®�� �� ©Q 12 12 12 8 5 10 10 10 5 2:415,111110 , P1111111111 12 12 12 6 4 8 4 4 4 I /�' u'i'©' mmo woom mA'©m u"ug 5 9 11 9 7 1 0 12 12 12 12 7 12 12 12 9 1 4 9 9 9 5 8 12 12 12 10 5 11 11 11 7 P 3 7 4 3 4 � 6 I I / � �4 12 12 12 7 4 8 5 4 5 1 7 . 1,13/4 /��/�' ©"©' © ZIEPW ��/� % El"� M „�' 5 11 11 11 7 �� ,2_,2 ,2 ,2 7 12 ,2 ,2 9 ,2 4 9 9 9 5 10 10 10 3 7 4 3 4 �� - Z 1212121051111117 1Z 12 12 7 4 8 5. 4 5 7 11 1111111 EION 4 8 8' 8 5 3 6 6 6 4 5 12 12 12 6 4 10 10 10 5 3 8 4 4 3 12 12 12 12 7 12 12 12 8 12 12 12 9 5 11 11 11 6 TYPE ANCHOR PE ■ .111111111111U11111U11111111W; V4 "0 ITW TAPCON W/ 1-1/4" MK EMBEDMENT 1/4 "0 POWERS CALK -IN W/ 7/B- EMBEDMENT STAINLESS 6 V4 -Z0 STAINLESS STEEL MACHINE SCREW • V4 '0 POWERS ZAMAC NAL-IN W/ 1-vr MIN. EMBEDMENT * IN= 1/4 "0 ELCO MALE/ FEMALE `PANELMATE" W/ 1-1/4 MIN. EMBEDMENT & 114-20 MACHINE SCREW WITH NUT mu„nu,,,nono F X FLANG TAPCON/ HEX HEAD TA OWN LOAD (W) P.S.F. MAX. NOTE 1) 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0' 170.0 45.0 57.0 105.0 4 12 12 10 7 5 12 9 7 5 4 . 12 12 11 8 6 12 CO C1 9 7 12 10 3 12 10 7 5 12 12 7 170.0 5 SPANS UP TO (SEE NOTE 1) . CONNECTION TYPE NOTE 3) C1 C2 C3 C4 C5 12 12 12 7 4 10 10 10 5 3 7 .7 7 4 12 12 10 3 12 9 7 12 12 11 4 12 12 12 3 12 12 10 3 12 9 7 12 12 11 4 12 C5 C1 5 3 8 8 8 4 5 3 3 3 12 5 10 9 9 5 3 6 3 3 3 4 6 5 44A74.44 11 4 8 /jig 4 4 5 A 1 3 4 A 20VA'(WNW 8 8 8 5 3 6 3 3 3 r ©4 ©24 ©2 12 10 3 12 12 1/4 "O ELCO CRETE FLEX 73.0 10 W E / XBED 7 6 4 3 7 6 4 9 7 5 3 10 8 6 4 10 8 6 S PANS UP TO SPANS UP TO 8' -0" 9. -0" (SEE NOTE 1) (SEE NOTE 1) NNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C2 C3 C4 C5 C1 C2 C3 C4 9 9 7 7 S C5 C1 SPAN U 13' -1" (SEE NOSE 1) CONNECTION TYP NOSE 3) C2 C3 C4 C5 PANS UP T 5' -8" (SEE NOTE 1) CONNECTION TY (SEE NOTE 3) C2 C3 C4 12 12 8 11 11 6 C1 0 PE PANS UP TO • (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C2 C3 C4 C5 C1 10 10 6 3 9 8 8 4 7 MIN. 3' EDGE DISTANCE PANS UP TO 9' -0' (SEE NOTE 1) N NECTION TYPE (SEE NOTE 3) C2 C3 C4 C5 S CO SPANS UP TO 13•-1" (SEE NOTE 1) CONNECTION TYP NOTE 3) C1 C2 C3 C4 C5 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" 6=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. % DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" 0.C. 12. FOR BUILD -OUT MOUNT SECTION ®ANCHOR SPACING SHALL NOT EXCEED 6" O.C. Nei Product •• • • • • • • • • • • • •• •• • • •••• • • • • • •• • • • • • • A as complying with Nu Merida DIt O NORM • • • • SO 0 a 0 1 ■ 0) cos a 0 • scab AS NOTED I'1 or" E ; '7 enS 0 < p � • � O..•• 0 • • p •.•• • w �} 4 W 2�l� I - W) =010 X1-101 MOZ 0. O t0 V.J. Knezevich Parks:bald Engineer FL Meese N•.: 0953 2005 0 Uf o• - 10/17/2002 r walo mai 05-412 sheet 7 of 7 n B Y: p 'N‘kti LI • 1 3 73011 Li AT _]r3JECT 70 COMPLIAN Wi [HALL FEDERAL A TE. AND COUNTY RULES AND REGULATIONS • • • • • • • • • • • • • • • • • •••• i ••••••: e••••• •••••• •• •• •• • • • • •• • •• • •••••:. •••••• • • : • • • •••• • • • • • • •• • • • ••••■:• • • • ••••• • • • • Inspection Date: 04/25/2008 Inspector: Grande, Claudio Owner: BENTON, THOMAS AND LAUREN Job Address: 230 100 Street NE Project: <NONE> Contractor: BRIJAC BUILDERS LLC Friday, April 25, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL Building Department Comments Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)795 -2207 Parcel Number 1132060134480 Lot: Phone: (786)201 -5572 INSTALLATION OF ACCORDION SHUTTERS TO COVER 4 OPENINGS � gk Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. APR 2 8 2008 Inspector Comments cc Page 2 of 2