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WS-08-1152Project Address 755 NE 97 Street Miami Shores Village, FL Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $180.00 $8.00 $4.50 $193.70 Parcel Number 1132060142320 Block: Lot: ROLAND JOHNSON 755 NE 97 ST MIAMI SHORES FL 33138 -2525 Valuation: Total Sq Feet: $ 4,000.00 0 Contractor(s) Phone CeII Phone A&M HURRICAINE PROTECTION LLC (305)885 -0678 Type of Work: ACCORDION SHUTTERS No of Openings: 8 Additional Info: IMPACT Classification: Residential 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 Expiration: 12/29 /2008 Phone Total $ 0.00 Payment Type: Amt Paid I Amt Due $ 0.00 $ 0.00 jig() ( 1 (yrJ r 3 PAID Applicant ROLAND JOHNSON Available Inspections : CeII Inspection Type: Shutter Attachment Shutter Final 1 July 02, 2008 Date Wednesday, July 2, 2008 1 OPENINGS INSTALLATION OF ACCORDION SHUTTERS OVER 8 0 r i v, ( A" Passed gO 1 Y Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 07/28/2008 Inspector: Grande, Claudio Owner: JOHNSON, ROLAND Job Address: 755 97 Street NE Project: <NONE> Miami Shores Village, FL Contractor: A&M HURRICAINE PROTECTION LLC Building Department Comments Thursday, July 24, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060142320 Lot: Phone: (305)885 -0678 Page 2 of 2 - N0 :J nug BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 I J0t4 2 3 2008 B ° Y:.. .... ....... Permit No. V■1 V - IISZ_ Master Permit No. Permit Type (circle): Buildin Roofing � / Owner's Name (Fee Simple Titleholder) Roland i4. 'Tohn� -) Phone # 305- , � r � - /4l G n (0. 7 Owner's Address 16:6 AJ E 976r /`7 �-- Cit / 011 / StrreS S State i'1- Zip 'aD / 3 {f d Tenant/Lessee Name • Phone # Job Address (where the work is being done) '75 A U 91- City Miami Shores Village County Miami -Dade Zip 3 0/3g FOLIO / PARCEL # Is Building Historically Designated YES NO X Contractor's Company Name /9"/ t rr c6f7e ior) Phone# (S0°) > uo7a Contractto Address /D67.) E. /6 City Tia/eo h _ �, State re- Zip .CD/ c7 Qualifier Name - p �e /- e 2 Phone # (0- ) k "1/78-g-5, State Certificate or Registration No. Certificate of Competency No. 0 7 d 0..616,9 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ o 4 400 Square / Linear Footage Of Work: /°� Type of Work: ['Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: / /[) //1 7 / ®f 1 a ccon:l% ar x_ r Wy S • *. x* ***a:****: x. x********** ****** **** * * * *** F x****** * * * **** ***** ***:x****** * **+ **4:**** Submittal Fee $ Permit Fee $ i • CCF $ 7.... CO /CC Notary $ Training/Education Fee $ ( V I Technology Fee $ 430 Scanning $ ( O) Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review: $ Total Fee Now Due $ 1 C5 . - D • See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs - seven -(7) -days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _ , by day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: *** * **** *** ** *w* * ***,k x * * ******** a ** ** ** :x * ****** ** * * * **:m **** * : ** *** * ******* *a:****** *** * ****** * ** APPLICATION APPROVED BY: (Revised 07/10/07) �' 7 ✓° �P Plans Examiner Engineer Zoning for the first inspectio inspection wi NOTARY PUB IC. occurs seven (7) days after the building permit is issued In the absence of such posted notice, the and a reins= ction fee will be charged / Signature' Owner or Agent The foregoing instrument was acknowledged before me this /6 day of 0 7e , 20'�� by2�libl�i ✓ .mss who is personally known to me or who has produced As identification and who did take an oath. Sign: Print: 0/4' My Commission Expires: - waretauttekgiONQPPWd eceo- ex (Los') IdX3 OIS9tI wOO Mw Contractor The foregoing instrument was acknowledged before me this /4 day of e fts 7e. , 20' , by icAie , who ispersonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ' NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11- 3206 - 014 -2320 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: 755 NE 97 ST MIAMI SHORES FL 33138 2. Description of improvement: INSTALLATION OF ACCORDION SHUTTERS 3. Owner(s) name and address: _MAID H IOHNSON 755 NF 97 ST MIAMI SHORFS Fl 3313R 111111111111111111111111111111111111111111111 C FN 2008R01531617 OR Bk 26454 Ps 0756; (1as) RECORDED 06/27/20':'8 12:39:11 HARVEY R:UVIH, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Interest in property: OWNER Name and address of fee simple titleholder: 4. Contractor's name and address: A &M HURRICANE PROTECTION 1050 E 15 ST HIALEAH FL 33010 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon 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: ate is spe 9. Expirat Notary Public Print Notary's Name My commission expires 123.01 -52 PAGE 4 5107 his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a Signature of Print Owner's Name ROLAND H JOHNSON Sworn to and subscribed before me this /G day of � 114.1111r i s (407) 398- 0193 -- . _. _. Plod • uc • o • - t... ... AVIER MANRESA STATE OF FLORIDA, COUNTY OF DADE CERTIFY that this rs a true cop the d in this office on c°r day of ,AD20 0 , 20 Off. Prepared by MARIA RODRIGUEZ Address: 1050 E 15 5T HIALEAH FL 33010 PERMIT #: VN5 ` ,52.. _ Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT /9 \fN!'G 7-0/.-07 FEDERAL SUBJECT TO COMPLIANCE WITH ALL 1 STATE AND COUNTY RULES AND REGULATIONS {2} 32" X 63" •••• FOLIO NO. 11- 3206 - 014 -2320 •• MEAN ROOF HEIGHT: 15FT •• DESIGN WIND LOAD: 146 MPH.. +54.7 -59.4 •• • • {4} 73" X 63" {8} 53" X 63" {7} 53" X 53" •••• • • • • 0000.. ..•. • • • • • :, • _0 000.. . a • ^s� • • • dry_ •....0 L . • •• .000 • • • • ..... {1 }111 "X63" {5} 72 ".X 84" MCMEME JUN 2 3 2000 B Y: NO I I {3} 32" X 63" {6} 72" X 81" •• • RAMMS ENGINEERING, INC. Ks= too 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING C CODE 2004 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -02 EXPOSURE C DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 1 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 54.7 I 52.3 50.8 1 49.8 1 49.0 48.4 20 58.0 I 55.3 53.8 i 52.7 I 51.9 51.2 25 60.5 1 57.8 56.2 i 55.1 1 .54.2 53.5 30 63.1 I 60.3 58.6 I 57.4 1 56:5 55.8 40 67.0 64.0 62.2 ( 60.9 1 60.0 59.2 50 70.2 1 67.0 65.2 I 63.9 1 62.8 62.0 60 72.8 I 69.5 67.6 1 66.2 1 65.2 1 64.3 • • •... Interior Zone (4 - Walls) Negative Pressures • ' •••• Exposure C - For the 146 mph Wind Zone "';.. '••' : ••, Effective Wind Area (or, Tributary Area) in Squee'F1'Qt . . Height 10 ! 20 1 30 1 40 I 51 . I .160 • :" (Maximum) - 1.10 - 1.05 i - 1.02 - 0.99 I - 0,i$. I - 0.9' •• 15 5 -56.9 -55 i - 54.4 I -5,3„5,,i i «534 ; • • 20 -62.9 i -60.3 i -58.7 i -57.6 f - 56.8... 1 -BM " ' 25 -65.7 1 -62.9 1 -61.3 i -60.2 j -S9.3' : I .5„8.6 30 -68.5 1 -65.6 1 -63.9 1 -62.8 ( 11.9 •- 1 'A1) • • 40 • -72.6 1 -69.6 1 -67.9 1 -66.6 I -65'6 1 ,441 - .SW • ; • • , 50 -76.1 -73.0 1 -71-.1 1 -69.8 1 -68.8 1 60 -78.9 -75.7 -73.7 i -72.4 1 -71.3 1 -70.5 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 - 1.40 - 1.29 - 1.23 - 1.19 - 1.15 - 1.13 15 -73.3 - 68.4 - 65.5 - 63.4 - 61.8 -60.5 20 -77.6 -72.4 - 69.3 -67.2 - 65.5 -64.1 25 -81.0 -75.6 -72.4 -70.1 - 68.4 -66.9 30 -84.5 -78.8 -75.5 -73.1 -71.3 -69.8 40 - 89.7 - 83.6 -80.1 -77.6 -75.7 -74.1 50 -94.0 - 87.7 - 84.0 -81.3 -79.3 -77.6 60 -97.4 -90.9 - 87.0 - 84.3 - 82.2 -80.5 Length of End Zone: 10% of least building width or .4h, whichever is smaller but not less than 3 feet. (h = mean roof height in feet ). These Tables are not to be reproduced without written permission by Robert Monsour, PE. AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOF . 1 ••• • • • • ••• • • • •• • • •. ' ••• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CO TICE OF ACCEPTANCE (NOA) A & M Hurricane Protection, LLC 1050 East 15 Street Hialeah, Florida 33010 uct is approved as described herein, and has bee Zone o a ng f th Florida Building Code DESCRIPTION: "AS -500 Advanced "Aluminum Accordion Shutter • ROVAL DOCUMENT: Drawing No. 07 -13, titled "AS -500 Adv This NOA consists of this page 1, evidence submitted page E -1 as well as appr The submitted documentation was reviewed by Helmy A. Makar, P.E., M. 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.miamidade.aov ScoP This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ART 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 p or material fails to meet the requirements of the a building code. •••• ...... • • ed to comply with the High• elocity Hurricane . .. ...... • ;;11 i ocument mentioned • NOA No. 07- 062 Exp Date: 09/27/2012 Approval Date: 09/27/2007 Page 1 • • • •••• • • • • l.. "• • . Alum Acc idiea $hutte.sli, ets 1 through 7 of 7, Prepared . y - ar • • � • : t � , 00 s igned and sealerlitettunayoFarooq • • P.E., on June 27, 2007 bearing the Miami -Dade County Product Control Approval stamp with tht Notiaf. • • • ..... . ... Acceptance number and approval date by the Miami -Dade County Product Control Dvision . . 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. A & M Hurricane Protection, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 07 -13, titled "AS -500 Advanced Alum Accordion Shutter ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated June 07, 2007, signed and sealed by Humayoun Farooq, P.E., on June 27, 2007. B. C. D. E. F. TESTS 1. See Association's generic approval under 07 - 3252. CALCULATIONS 1. See Association's generic approval under 07 - 3252. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 07 - 3252. STATEMENTS E -1 • • • . . •• • ..•••. • •••• •••• •••• • • . •• . ...... 1. Release letter issued by the RC Advanced Shutter Systems Associfttien, dated June 29, 2007, certifying this product to meet the criteria of proclit ftested and • • • approved, and allowing A & M Hurricane Protection LLC to usgxltg; list resilltt approved under Miami Dade County Approval No. 07 -3252, sigired by Mr. • . • • • • •••• • • . Richard Gallo. 2. Acknowledgment letter by A & M Hurricane Protection LLC, dated Juno OS, .. . • ,, . 2007, signed by Mr. Jose G. Perez 3. Letter by Al- Farooq Corporation, dated June 27, 2007, signed and sealed by 210 Humayoun Farooq, P.E., certifying that the drawing (No. 07 -13) prepared for A & M Hurricane Protection LLC is engineering wise identical to RC Advanced Shutter Systems Association, Inc. generic drawing (No. 06 -02A). elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0621.04 Expiration Date: 09/27/2012 Approval Date: 09/27 /2007 ....•. • ..••.• ••.•.. • • • . •••.• OOOOOO • • OOOOO ...... • • MINIMUM SEPARATION FROM GLASS SEPARATION REQD. DUE TO YANG LOAD SEPARATION REQD. DUE TO LARGE MISSILE IMPACT SHUTTER SPAN - H v IN. DESIGN LOAD a Pd = PSF FACTOR ■ K s Pd /100 = W READING FROM SPAN 0. CURVE e IN 0 = N. DEFLECTION AT Pd = KAD = N. MN. SEPARATION REGD. = K°D +1' = N. FOR SLAT SP ° 1P /2 170 3-5/8' FOR NSTAUATIONS UPTO 30' OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT LOAD REQUIREYDVB SHOWN ABOVE FOR INSTALUVIONS ABOVE 30' OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. 401E KO PART OF SHUETER MU BE WEXER 30' ABOVE 0WDE 10 WANE LARNE MAE IMPACT REQUIREMENT. Ln Z N 2 H O Id W LL LL W H GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH Vac= HURRICANE ZONE (N H2). a DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ° ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -845. OR BE GALVANIZED. S. ANCHORS SHALL BE AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS SHALL BE STAINLESS STEEL. ALUMINUM ALLOY 2024 -14 OR 7075 -T6. OR PLATED STEEL WING NUTS TO BE OF ZINC ALLOY. 7 . DESCN CRITERIA FOR SILTS: MAX DEFECTION S THE LESSER OF L/30 OR 2". 8. ANCHORING OR LOADING CONDmoNS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 9. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DEFLECTION CURVE AT 100 PSF ACCORDION SHUTTER EI =19923116 DEFLECTION CURVE FOR POSITIVE LOADS ONLY 40 60 60 70 90 90 100 120 SLAT SPAN - INCHES 140 •• ••• • 160 • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • •• •• L9 0` ID N m to ID N • • 40 60 • • • • • • • • •• ••• •• • • • •• PRODUCT MARKWO A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT • • ABOVE LOCI` WITH gOLLOWING STATEMENT. • • l� de M AURIOCANE IPROTECG LLB, • WEAH, FL • • • •MI414I -ft E GUMMY PRODUCT■ CONTROL APPROVED' • • • • • • •• • • • • ••• • • • • •• • 60 70 SLAT PERFORMANCE CHART 0 DEFLECTION LIMIT - POSITIVE LOAD SPAN /30 OR 2' - NEGATIVE LOAD SPAN /30 80 90 100 120 SLAT SPAN - INCHES USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -02. En*r•. DR. HUNAYOUN FAR000 STRICTURES FLA. PE 18557 CAN. 3530 140 160 Approved m csmp'TleB al* the - Conn • WOAD ' G1 i s4 5 lYllsTal P� ¢4T.s1ES8 Ditals a 2 S ro 1 drawing no. 07 -13 (sheet 1 of 7 ) O 8 CEILING HEADER 6083 -.T5 83500 -006 BUILT - 1r WA 1 HEADER 6083 -T5 AS500 -008 2' BUD T Wa 1 _HEADER 8083 -75 AS500 -007 0.344 1.1� 1.591 --q .088 �-I .727 k- Fl OOR SILL EMBEDED 6063 -r8 AS500 -012 3.013 1.500 .080 3.231 via I SIU. 6083 -75 8.3500 -011 r 1.943 L 2.045 .080 .0138 AS500 -009 1.100 3.879 ADJUSTABLE SILL ADAPTER 6083 -75 1.043°1 r-1.1911 3.700 THRESHOLD TRACK 6083 -T6 8.3500 -013 1.170 .125 r2.000-1 •• ••• 4 • • • • • • • • • •• • O • •• • • 5001 I •• ••• •I • • • • • • • • • • • • at9LT-OUT ANGLES •• • • • •• • • • • • • • • • • • • • • END SLAT 8083 -T6 AS500 -004 90' END SLAT AS500 8083-78 005 Ems: oR. 1 � FAROpo Fl CA / •8 u ' 0 0 A 0 2 1 1s drawing no. 07 -13 (sheet 2 of 7 •• • • • • • • • • •• • • • • • • • ••• • • • • ••• • • •• • • • • • • • ••• • • • • • • • • • ••• • • WALL MOUNTS o�a�0a ta•a•51INllrMa IMI=o••au #14 X 3° SMS. STAINLESS STEEL TYP. NYLON O t L 1H 1 VpB - lit aw00D MErAI. SECTION A —A h NYLON BUSHING OPTIONAL FOR GENERAL NOTES AND EXTRUSION DETMLS SEE SHEET 1 OF 6. FOR WOOD INSTALLATIONS SEE SHEET 5 OF 8. FOR ANCHOR CHARTS SEE SHEET 6 OF 6. ALT. WALL OMO UNTS ao- AS500 -007 AS800 -007 S CT1ONT -6 • • • • •• • •• • • • • • • • • • • • • • • • ••• •• • • • Ed . i • • • • CON & BLOCK DISTANCE ANCHWIDUMETRIS) • WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 6 OF 6. 4usp.sal10s aa[77C 1112•110W111 ANCHOR CHART TD USE • • • •• AN • EMBEDMENT & EDGE SHOWN IRE BEYOND • THE & TL.R SYE1dNG• • i TI{S WC • • • HE.* 6I AN•STLL DET LS•CAR B P USED IN ANY COMBINA NS. INSIDE MOUNTS Ed '1, ` ` c. T�7 NYLON BUSHING OPTIONAL E AI man TOW I I #5 X 5/16 LG RNETS AT 2 FROM ENDS AND 9 O.O. MAX. f Wiiii IIIIrayaA•T • • rmrair1717arNIArHrell AfaAMKriaElrr�a a;aM:1111a• aw a.>.arsr+aa SECTION C—G A5900 -010 0 Engr. DRS FAR000 FIAT A 16557 JUN 2 7 2007 C D c A TYPICAL ELEVATION #14 X 1 SAIS AT 2 FROM ENDS AND 9° O.C. MAX. NYLON BUSHING OPTIONAL Ed Awned as ramPIYMS with the iiteid2 0 z g; z Cr 0 a t o hJ O 1 drawing no. 07 -13 (sheet 3 of 7 ) ••• -• • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • ANCHOR CHART TO USE TYPE CONC. Po�K WOOD META z 0 5 1 - - 0 - - - 2 BUILT -OUT CONDITION q ' °��'�'111ri • .' Sri{ i��i'�>I�lf e ° o fr�ese�� 2 X 3 X 1/8 2 X 4 X 1/5 2 X 5 ALUM E0. Ed AS500 -008 1/4 -20 X 1/2" BOLTS W/ NUTS AT 2 FROM ENDS AND 9 0.C. os,r:�f�oaa I i1♦9099N rMIeoe•711 nor Ed NYLON BUSHING OPTIONAL W t::rl:iii�iK94♦ MMIIIE - e u - ° e ° e tINf000E1• ANCHOR CHAR T TYPE 1 CONC. 5 T7 USE mom WDDD MFr 1 - - • S G - 4 - 7 8 X 5/15' LG RIVETS AT 2 FROM ENDS MID 9" O.C. MAX. • • • • • • • • • • • • • • •• •• /B• • • 1 2d X 1/2 BOLTS • • NUTS OR • • • • • sin • A•2 ENDS AND 9 .0. •• • X 3 8 214 4 X 1 ° • • 2 X s K,1 /s. t • • • • • • ... • • • • • • • • •• • • • • • • • • • • 114 X 1 SMS AT 2 FROM ENDS AND 9" 0.C. MAX. NYLON BUSHING OPTIONAL ANCHOR t79i7 7 ��ssoe 99 ©99=199e:=99aECNI WOOD / Appro./a 0 armpiyan aML d• pleHde Engr. OR. HUMAYOUN FAR000 �,,,� . %• 2 oO FU. PE .19557 >r 1 ... ` Y`QY amm CAN. B JUN 1.3 2007 z 1 1 4 1 drawing no. 07 -13 (sheet 4 of 7 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• FOR MIN. SEPARATION SEE SHEET 1 TYP. 8 1/2' S CUP .x4,17,- drawing no. 07 -13 ANCHORS TYPE A. 0, E OR G AT 18 0.C. MAX. CONC. BLOCK 1 X 1 X 1/8' 1 2 X 2 X 1/8' 2 X 3 X 1/8' 2 X 4 X 1/8' A 5_1/8" M4GLE MID. AT BUILT —OUT CONDDIONS ANCHORS TYPE A D. E OR 0 AT 12' O.C. MAX. 1 10 X 1/2' MKS OR 3/18' POP RIVETS o 18' O.C. END CONDITION AT BUILT—OUT CONC. BLOCK. D AL FIXED CORNER DETAIL 2 X 2 X 1/8' 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 6 X 1/8' ALUM TUBE (6083 -18) 110 x 3/4' TEKS 3 /ANGLE 1 -1/2 x 3 x 1/8' ALUM ANGLE TOP & BOTTOM /4 ANGLE 2/ NS •• •• • • • • • • • • • • • •• • • •• • • • • •• ••• •• ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• SOLID 5/18' MA. ALUM. LOCKING ROD INTO 3//8' DIA. HOLES AT TOP & BQTtOM TRACKS (CAN BE INSTALLED INSIDE OR OUTSIDE) SECTION E —E SOLID 5/18" DIA. ALUM. LOCMNG ROD INTO 3/8" DIA. HOLES AT TOP & WTTOM TRACKS (CAN BE INSTALLED INSIDE OR OUTSIDE) • • • • •• • • • • • • • INSIDE LOCK •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • •• •• OUTSIDE LOCK GLASS LOCK HOUSING WITH R31-100 ACCORDION SHUTTER LOCK BY SULLNAN & ASSOCIATES AT 38' FROM BOTTOM 110-24 ST.ST. THUMB SCREW OR MACHINE SCREW Engr: DR. HUMAYOUN FAR000 RA. PE IF 16557 C.A.N. 3538 DY ANCHORS TYPE A, D, E OR AT 18' O.O. MAX. (sheet 5 of 7 ) EXISTING WOOD TRUSSES • 24' 0.C. MIN. 23(4 !EMBERS MIN. S.G. = 0.51 HEADER CONNECTION TO WOOD TRUSSES FOR SHUTTER HEIGHT OF 84' MAX. DESIGN LOAD = 92 PSF FOR SHUTTER HEIGHT OF 98' MAX DESIGN LOAD = 80 PSF FOR SHUTTER HEIGHT OF 108' MAX. DESIGN LOAD m 71 PSF 2x3x 1 /B' 2x4x 1/8' 2 x 5 x 1/8' ALUM. ANGLES 1 /4' THRU BOLT W/ WASHER & NUT —AT 5-1/2' 0.C. FOR LOADS UPTO 52 PSF i AT 4-3/4" 0.C. FOR LOADS UPTO 60 PSF 7 N AT 3-7/8' 0.C. FOR LOADS UPTO 75 PSF AT 3' O.C. FOR LOADS UPTO 97 PSF COUNTER TOP CONDmON (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. • a.w . T i " ' of ITi is T,«i TRUITl '•=liVIR.47af:. i . v� 1 t�[NIVR7i L 8 1 - — OC1f110GiR.JF�7[..707� urnoop - O IOCIGCM _ � INIMMdo[aIaoa= raIGNIOOFE]000ra!10 ANCHOR P4 X r HEAD SELF DRIWNNG SCREWS 0 6" 0.C. •• • • • • •• • • s• • • • • ••. • • • • ••• • • • •• •• • • • • • • • • •• • s • ••• f` •• • 1" X 4' X 1/8' CANT. ALUM TUBE 8/ (3) 1/4' 0 X 4" TAPCONS 0 EACH STUD 8/ 2' MIN PENETRATION INTO EXISTING STUD FOR SHUTTER HEIGHT OF 84" MAX DESIGN LOAD = 100 PSF FOR SHUTTER HEIGHT OF 84' MAX DESIGN LOAD m 98 PSF FOR SHUTTER HEIGHT OF 98' MAX. DESIGN LOAD = 87 PSF FOR SHUTTER HEIGHT OF 98' MAX DESIGN LOAD m 86 PSF FOR SHUTTER HEGHT OF 108' MAX. DESIGN LOAD = 77 PSF FOR SHUTTER HEIGHT OF 108' MAX. DESIGN LOAD m 78 PSF FOR SHUTTER HEIGHT OF 120" MAX. 06104 LOAD = 70 PSF FOR SHUTTER HEIGHT OF 120" MAX. DESIGN LOAD = 69 PSF INSTALLATION DETAIL ON EXISTING WOOD BUCKS x« va r ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUCK & 1X4 ALUM TUBE TO WOOD STUDS TO • • • • Pa0VI0E•4 CONINUOUS S ALE FOR SHUTTER INSTALLATION. • j R IgSTA�ATIQ14 TAI OF HEADER /SILL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4. • • • • • • ••• •• `• • • • •• 4ween4 ae00003,041w0b TM rdp°42 o NOAB_s2 f+Tamt' s• T - • • • • • l�t�4 • ` • • T v • . • • • • • • •• • • •_ ` • • • • • •• • WOOD HEADER REWIRE n 2 7 2007 FASTENERS AS PER SCHEDULES W/ 1-1/2 MIN. PENETRATION TO EXISTING W000 HEADER 2 X 3 X 1/8" 2 X 4 X 1/8 2X51118' ALUM FASTENERS SEE SCHEDULES SHEET 4 Fr FASTENERS SEE SCHEDULES SHEET 3 2" X 4' CONT. W/ (3) 1/4" 0 X 5' TAPCONS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD 3 aE g ro U . drawing no. 07 -13 (sheet 6 of 7 1 r-, ro ANCHOR CHART 1 40 508 60 70 80 90 110 130 168 SLIT WAN - 316665 ANCHOR CHART 6 46 60 60 70 80 98 110 130 150 SLAT WAN - INDIES TYPICAL EDGE DISTANCE IN W000 = 3/4" TYPICAL END INSTANCE IN WOOD m t NO REDUCTION FACTOR 15 REQUIRED ANCHOR CHART 2 40 60 68 70 W 95 110 130 150 RAT WAN - INCHES . N P 40 .ew ANCHOR CHART 7 60 60 FASTENER SPACING IN MASONRY /CONCRETE CH01556 ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW_ EDGE DIST. FACTOR 12dw3" 1 .00 1111.42-1/2"_8d=2" d=1 -1/2" 0.71 I 0.57 0.88 5d =1 -14" 0.50 EXAMPLE FOR 3" EDGE DIST. SPACING = 9" 0.0. (FROM CHART) FOR 2 EDGE DIST. SPACING = 9 X .71 = 8.4 OF. 70 80 90 110 130 SLAT WAN - INDIES 150 406060 40 50 60 ••• 70 80 90 110 138 SLAT WAN - INDIES 70 80 98 110 130 SLAT WAN - INCHES ••• • • • ••• • • ANCHOR CHART 3 160 9' ANCNBR SPACE o ANCHOR CHART 8 180 • • • •• • • •• • • • •• • • • • • • • • • • • •• • • • • • •• • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 45 80 60 70 80 98 110 138 SLAT SPAN - 314VE8 ANCHOR® ANCHOR® - USE CHARTS 1 THRU 8 TO VERIFY ANCHOR REQUIREMENTS AND STRESS LUMTTATIONS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL • • •• • • • • • • • • • • • • • • • ••• • NOR CHART 4 180 0, nom mmammrsmoom MEMEMMEMMEM BEIMMAMEMEM MINIONIMOMMEM MMIUMIMEMMEM ....\'■\`EM. .. \..\..\\■ M. .II..1\MEM►_ .\\.. \7. ...• iii=i ... EMS iiiNNCIM ANCHOR CHART 5 En": OR. YUN FAR000 FLA PE ! 18557 CAN. X38 40 50 60 70 80 90 110 138 SLAT SPAN - 0E 4E8 ORS. (BY ELCO) 1 - 3/4' EMBEDMENT INTO 3000 PSI CONC. 1 -1/4" EMBEDMENT INTO C -90 BLOCK 1/4" DIA. KWIKCON Q (8Y HIM) 1 -3/4" EMBEDMENT INTO 3000 PSI CONC. 1 -1/4" EMBEDMENT INTO C -90 BLOCK 1/4" RAWL CAI K —R4 TOTAL ANCHOR 800Y 0410 3000 P51 CONC. OR C -90 BLOCK ANCHOR® = 1/4 015. TAPCONS 1 -1/2" MIN PENETRATION INFO WOOD(S.G.=0.55) ANCHOR® - 1/4" DTA. KYAK —R 551 MS' MM HG 1ND SCE INTO METAL STRUCTURES (STEEL OR ALUMINUM • MIN. THICK) NOTE ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR COVERINGS (STUCCO. TILES. ETC.) 150 Z g ao irvo 7 2 g O g a grgg fr wt ° �f0 z W a � 1 1 8 drawing no.' 07 -13 (sheet 7 of 71