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WS-09-1334
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INS P- 121761 Permit Number: WS -8 -09 -1334 Scheduled Inspection Date: August 26, 2009 Inspector: Bruhn, Norman Owner: BRIGGS/ MATHEWS, DAVIDI JEFFREY Job Address: 1410 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SCOTTS HURRICANE SHUTTERS tsunamg uepanment comments INSTALLATION OF NEW ACCORDION SHUTTERS FOR 2 OPENINGS Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection a Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Permit Type: WindowslShutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)762 -6161 Parcel Number 1132050240210 August 25, 2009 For Inspections please call: (305)762 -4949 Page 15 of 32 n Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address Parcel Number Applicant 1410 102 Street 1132050240210 Miami Shores, FL 33138- Block: Lot: DAVID / JEFFREY BRIGGS/ MATI Owner. Information Address Phone Cell DAVID/ JEFFREY BRIGGS/ MATHEWS 1410 NE 102 ST MIAMI SHORES FL 33138 -2622 (305)762 -6161 Contractor(s) Phone Cell Phone SCOTTS HURRICANE SHUTTERS Type of Work: ACCORDION SHUTTERS No of Openings: 2 Additional Info: IMPACT Classification: Residential Fees Due Amount CCF $3.00 Education Surcharge $1.00 Permit Fee $120.00 Scanning Fee $6.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $3.00 Total: $133.00 Valuation: $ 51000.00 Total Sq Feet: 0 For Inspections please call: (305)762 -4949 Invoice # Total Amt Paid Amt Due WS -8-09 -35609 $ 133.00 $ 50.00 WS -8-09 -35609 $ 133.00 $ 133.00 $ 0.00 Check* 1118 Available Inspections: Inspection Type: Shutter Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. August 21, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy August 21, 2009 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 04/- 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. 111111111111 hill 11111111111111111111111111111 OR Ok 269 °5 Ps 1256;< f P9 ) RECORDED 08/20/2009 10:47:23 HARVEY RUVINY CLERK OF COURT MIAMI -DALE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office 3. Owner(s) name and address: -;A,9 t`f!X,.ZC r Interest in property: ee!!>Wi-Ask Name and address of fee simplelitfehoTder 4. Contractor's name, address and phone _number: 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: It A 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)7p., Florida Statutes, Lae I- y1" 9V� / � 1 Name, address and hone number: 8. In addition to himself, Owners flesignates the following 713.13(1)(b), Florida Statutes. ' Name, address and phone number 1A 9. Expiration date of this Notice of Commencement: (the in this FYI of in unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE tXPIRATION OFLTHE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND "CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of O vn ) "Av1. orized Officer /Director/PartnerfManager 1 Prepared By ) Prepared By Le Print Name iA Print Name Title/Office , STATE OF FLORIDA COUNTY OF MIAMI -DADE p Q The foregoing instrument was owledc�e�befor . me this O day of �' f�i1 J t_J Individually, or ❑ as for Wersonally known, or ❑ produced the following type of identification: . Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Delvin Scott emission #DD822814b pity: NOV 14, 2012 ATU=CBi=UMC0'-MQ Signatur ) or Ownner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By f " c M x Miami Shores Village W Building Department ' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit NoAU A A 1N PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) � �t 5 7 AYMM !W S Phone # Owner's Address % /'G r City/t" lhq • S 11b 6C(5T State EL, Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 14 10 A6 � C� Z77. City Miami Shores Village ll County Miami -Dade Zip FOLIO / PARCEL # a —S�� 0d_y f0(9• Is Building Historically Designated YES NO— V' Jiyfe Contractor's Company Name Q�� / /A jA e,+.,4 t5 %ti7?t' Phone # 3� s 9 -Q 602 Contractor's Address / 3 7Z // /v t j l 9111 6• 4 Id, 0 City -- LOCK,4 State /5�• Zip 3 Qualifier Name 44z S: i % Phone # 3q7 _ 0 State Certificate or Registration No. ' 1V Certificate of Competency No. 6 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1, 9P 0 r'0 le Square / Linear Footage Of Work: WE Type of Work: ❑Addition Alteration []New ❑ Repair/Replace ❑ Demolition / Submittal Fee $ S� Permit Fee $ / 0 CCF $ Notary $ Trahung/Education Fee $ I - ® U Technology Fee $ ` V Scanning $ (Q -CO Radon $ DPBR $ Zoning $ Bond $ Code Enforcement Structural Review. $ Double Fee $_ _ Total Fee Now Due $ See Reverse side —� Bonding Company's Name (if applicable) Bonding Company's Address City State 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 a rence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. /1/, Signature Y L Cti ner or Agent The foregoing instrument was acknowledged before me this day of 20 9, by X Oi^Arl�c' —uhf who is personally known to me or who has Woduced NOTARY Si The foregoing instrument was acknowledged before me this /Z` day of 20 _L1> by who iersonally_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: Print: I LVIN S' My Commission Expires: NOTARY PUBLIC -STATE OF FLORIDA Commission #DD828146 AT AMC BONDING Co., INC - Print: My Commission E APPLICATION APPROVED BY: (Revised 07/10/07) WrIM E _ 4otaty- P4ibll4 Aa of Florida My Commission'Expires Dec 5, 2009 Commission # DD 476974 Plans Examiner Engineer Zoning :on- # 1 54 51 # 2 38 80 # 3 140 61 # 4 38 80 # S. 19. 39 # 61 641 39 # 7 381 39 # 8 541 51 # 9 1121 51 0 m m < FT] 1 'A a- L I z Dj C > z F- 0 54 1 ICj, I M W M #.20 ) #21 **Poo > # 22 # 23 # 24 # 25 < # 26, > O m F # 27 ni '0 # 28 # 29 -n m 0 # 30 •14 */A NIA 10 :9 9 NIA 44 8 NIA 12 NIA 4 13 NIA Mean roof lit. 0 to 15 feet: Ht. above grade 0 to 5 feet: (—Please note 410 & 11 only are Coverjed-,; 3L_s All others are Impact Windows & Doors A: 52 fe( 4 7 N/A #6 NIA 1 40 NIA feet ® C=I 0 2 NIA 17 NIA 4INIA W Cf) al N > C > F— 0 FTI M > 0 0 0 0 0 m m < FT] 0 (-) E 0 I z Dj C > z F- 0 ICj, I M W M ) > � Ct) < > O m F ni '0 -n m 0 M nil , o M 0 > FFI A: 52 fe( 4 7 N/A #6 NIA 1 40 NIA feet ® C=I 0 ffUlLD1NG!S-sPEAK ROOF HEIGHT vs DESIGN LAD - - PEAK ROOF r LESS THAN TO 60 F ar BASIC WIND SPEED = 146 mph CATEGORY 11 BUILDINGS (I =1.00) PEAK ROOF HEIGHT L•• LESS THAN 7'-9" L•* GREATER OR EOUAL THAjV 7p -9" AND LESS THAN 12 -3 L** GREATER OR ECUAL THAN 12'-3° N POSITIVE NEWIVE POSITIVE IVEGATWE POSITIVE ME44T FW o' - 15' 46.5 62.2 44.1 57.0 41.1 50.9 • 15' -20' 49.4 66.1 46.8 60.6 43.7 54.1 • 20' -25' 51.7 69.3 49.1 63.5 45.8 56.7 • 25 -30' 53.8 72.0 51.0 66.0 47.5 58.9 • 30' -40' 57.1 76.5 54.2 70.1 50.5 62,5 • 40' -50' 59.9 80.2 56.8 73.5 52.9 65.6 > 50' -60' 62.2 83.3 59.0 76.3 55.0 68.1 BUILDING'S 0 E/ H vs DESIGN LOAD F T C 7 -0 - PEAK ROOF l FEE T �k BASIC WIND SPEED = 146 mph CATEGORY lI BUILDINGS (I =1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF HEIGHT I- LESS THAN 12' -3" L- OREAT£R OR EQUAL THAN 12' -3" N POSIIIVE NE4A7TVE PO9TTIVE NEWIVE 70' 58.8 107. 53.5 92.7 .80' 60.5 110.9 55.0 95.4 9o' 62.0 113.7 56.4 97.8 100' M160'- 63.4 116.2 57.6 100.0 120' 65.9 120.8 59.9 103.9 140' 68.1 124.8 61.9 107.3 160' 70.0 128.3 63.6 110.3 180' 71.8 131.5 65.2 113.1. > 180' - 200' 73.4 134.5 66.7 115.7 > 200' - 250' 76.9 141.0 69.9 121.2 > 250' - 300' 79.9 146.5 72.6 126.0 > 300' - 35o' 82.5 151.3 75.0 130.1 > 350' - 400 84.9 1 155.6 77,2 133.8 > 400' - 450' 87.0 159.5 79.1 137.2 > 450' - 51)0' 89.0 163.1 80.9 140.3 r •• •; • • • • : 0 •• ••• • 1.) THIS CER77nED SIGNED AND SEALED WIND LOAD SCHEDULE, PREPARED BY THIS ENGINEER, BASED ON ASCE 7 -02, SECTION 6 STANDARD, FOR A 8451C WIND SPEED OF 146 MPH, AND APPLIC48LE IMPORTANCE FACTORS & EXPOSURES, LS COMPLETELY GENERIC AND ODES NOT PROVIDE INFORMATION FOR A SITE SPECIPTC PROVECT. • • • 000 • o • • • • •! • 2.) THIS WIND LOAD SCHEDULE MUST BE SIJNM,* S" AAD DATf*D q WEIb4m IF USED TO OBTAIN A ONE 7IME BUILDING PERMIT. J) CONTRACTOR OR PERMIT HOLDER TO BE RfSM0 WBLE F� THASELECTION OF DESIGN WIND LOADS BASED ON THIS GENERIC WIND LOAD SCHEDULE« a 4.) THIS WIND LOAD SCHEDULE SHALL BE CONSIDERW INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN YWND LOADS SELECTED BY THE coavcTOR Olds PNRmpr nVE4 Fm: THIS WIND LOAD SCHEDULE SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR RjMf H01Q4 44. R SO4, OPETVWl2 SCHIDULE/CHART, ETC.). 1-127 1 *INDICATED PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES * L STORM RDIIO � � BLADE LENGTH OR BAHAMA SHU77E7? HEIGHT. �/takXk PRODUCTS WHICH BEAR A MIAMI -DADS COUNTY OR A F.R.C. APPROVAL ?s ' r04 (No Iwo 00110'� •. • • • • • ••• .. 2004 FLORIDA BUILDING CODE - MIAMI -DARE MIAMI- QADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www,buildinecodeonllne corn 'Scott's Hurricane Shutters Inc. 13791 NW 19* Avenue (Bays 4 & 5) OPA LOCKA, FL 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HT -100 Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 -817, titled "HT100 Accordion Shutter", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V.J. Knezevich, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors gad shall be wailablefozinsppction at the job site at the request of the Building Official. This N.&A jewsNOA: #D3- 0925.06 and consists of this page 1, evidence submitted pages E -1, E -2, & E-3 as 49l as,$pft20-4C cu0inant m®ntioned above. The submitted documentation was reviewed by Helm A. Makar, P.E. • • • • • • a's ; • • • • • • • NOA No 05- 1122.11 Expiration Date: 0130/2011 00 Approval Date: 062006 , . o L`1- ,066 Page 1 ... . . . . ... . Scott's Hurricane Shutters Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 1212.02 A. DRAWINGS 1. Drawing No. 00 -881, prepared by Knezevich & Associates, Inc., titled "HT 100 Accordion Shutter ", dated July 23, 1996, last revision #6 dated June 10, 1999, sheets I through 6 of 6, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 99 -0036 C. CALCULATIONS 1. See Association's generic approval under 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 99 -0036. E. STATEMENTS L Release letter issued by the Hi -Tech Shutter Group, Inc., dated November 28, 2000, certifying this product to meet the criteria of product tested and approved and allowing Wilscon Hurricane Shutter Co., to use the test results approved under Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius 2. Acknowledgment letter by Wilscon Hurricane Shutter Co., dated November 21, 2000, signed by Mr.. Tyrone Williams. 3. Letter by Knezevich & Associates, Inc., dated November 28, 2000, certifying that the drawing (No. 00 -881) prepared for Wilscou Hurricane Shutter Co., signed and sealed by V.J. Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc. Association generic drawing (No. 96- 168). 4. Acceptance Letter issued to Mr. Tyrone Williams on January 11, 2001 and returned signed by Mr. Tyrone Williams on January 18, 2001, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- QS20.05 A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 00 -881, titled 11HTI00 Accordion Shutter ", sheets I through 6, prepared, signed and sealed V.J. Knezevich, P.E., dated 51121 B. TESTS .. • •, • Sge NOA 00- 1212.02 • .. • . • .. • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ... . . . ... . Helmy A. Maker, P.E. Product Control Examiner NOA No OS- 1122.11 Expiration Date: 01/30/2011 Approval Date: OV16J2006 E -1 Scott's Hurricane Shutters Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS See NOA 00- 1212.02 D. MATERIAL CERTIFICATIONS See NOA 00- 1212.02 E. STATEMENTS See NOA 00- 1212.02 F. OTHER NOA 00- 1212.02. 3. EVIDENCE SUBMITTED UNDER PREVIOUD APPROVAL # 03- 0925.06 A. DRAWINGS . I. Drawing No. 03 -817, titled "HTI00 Accordion Shutter ", sheets I through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V.J. Knezevich, P.E., B. TESTS 1. • See Association's generic approval under 02 -0799 C. CALCULATIONS 1. See Association's generic approval under 02 -0799. D. QUALITY ASSURANCE I. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS I. See Association's generic approval under 02 -0799. E. STATEMENTS 1. Letter. by Knezevich & Associates, Inc., dated September 30, 2003, certifying that the drawing (No. 03 -817) prepared for Scott's Hurricane Shutter Co., signed and sealed by V.J. Knezevich, P.E., is engineering. wise identical to Hi -Tech Shutter Group, Inc. Association generic drawing (No. 02 -458). 2. Sates-agreement from Witscott Hurricane Shutters, Inc, to Scott's Hurricane Shutters Co. dated October 07, 1999. .. •.• . . . • . •• ...... %: 0. jd Z. , elmy A. Makar, P.E. Product Control Examiner • • 000 0:0 "' NOA No 05- 1122.11 • • • • . 0 : : . • • • : : Expiration Date: 01/30/2011 • • • • • Approval Date: 02/16/2006 E -2 ... ... . Scott's Hurricane Shutters Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 02 -0799. C. CALCULATIONS 1. See Association'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. None. .. ... . . . . . •... . .. . . .. • . .i. i� . .. .. CIRilmy A. Nmar, P.E. Product Control Examiner NOA No 05.1122.11 Expiration Date: 0130%2011 Approval Date: 02110006 E -3 •• • • • hr,n i. 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MECHANISM AT CENTER OR SIDE OF SHUTTER. NYLON LOCK MAY BE INSTALLED ON HANDLE 2-114JINSIDE OR OUTSIDE OF SHUTTER .50"• Z F aimAOr� SINGLE ARM LOCK .T ppryp QOg SINGLE N.TS. N of rr19CIIA ISM LOCKING MECHANISM H CENTER > OR SIDE OF SHUTTER. NYLON LOCK MAY U INSTALLED T HANDLE - /4 INSIDE OR OUTSIDE OF SHUTTER I I IQF0INM!!Qy ®AIp f•Ipl[AW IDOO LOCKING PIN SINGLE ARM LOCK OPTIONAL CLOSER HANDLE SCALE. t -t /Y . T -M N.TS. N.TS. ASQ-M BUSHING 2� 12 7116' OA.�''�1.63- LONG NYLON � BUSHING 2 II II e 019 x 2" SMS. MANUFACTURED FROM 0A16HT -OR 18 -8 STAINLESS STEEL LWf XYLAN FLUOROCARBON 2 CCARBON COATING L .I.66 "• x .0 THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP: BOTTOMI -� 3/9" O.D. x 0.90- ONG NYLON flunm BUSHING 2" W, a. �_rtraT�m-'siYT"'� 5 E FASTENER SCHED_ tJLE' -%-{/ MIN ' -' . I t -t /2" MAX. s i I 4 S® T /B" SSEnBLY ALUM 3/16, POP E W/ OPTIONAL RIVETS 6' D C ACCESS HOLE EXISTING p 4 STRUCTURE ' OPTIONAL O JOINT BETWEEN GRILL 518' d HOLE FR H -, REMOVABLE AND SEE SECTION B ON SHEET 3 BEFORE OF E ASSEMBLY FOR / -'� FIXED SILL FOR COMPLETE INFORMATION TRUSS HEAD BOLT F OR P I CS COWNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 'I'w'� secllox s REMOVA FLOOR TRACK DETAIL DETAIL .Ca LE 7 . i. p SCALE, Y. r-0- U!PIIC)NAL PIAN VIEIAf 6[A . T_o` LSSE�LY 11x144 --- P►N16t ldeemWe O j 1 1/2" AX • 1" x t" x 1 /B" PTKINAL LOCATION REFEREANCHOR CE IT CgOy 3/16"• POP T71 SPACING E FOR MAX. 0000 E FASTENER SCHEQU T t 4!- REIINNOTBETWEEN A A FIXED SILL FOR COMPLLETE IINNFORMATIION REFEREE ANCHOR SCHEDULE SCHEDULE FOR MAX. SPACING O�NAL REMOVAB��OOR TRACK D�� SCALE 3 . t - p VZ lei _'� ZY N Wy V Q� N t! Nwjot ; =w Vv W9 ~ e , • • 0000 PRODI)CrR • • RNs - 6 •o - •••• 06 • 1Mini • • tonT /20� • • • • • e • °"o^„°j•� • • 03 -M0 •••• •••••• 4f`eet 2 of 7 •0 0 • •00• • ••• 0000 • • 40 0 • •• •00.0• • • 0 • • m c cl E SEE TABLE EVISTING CONCRETE, MASONRY OR WOOD STRUETURE. SEE EXISTING CONCRETE, MASONRY ANCHOR SCHEDULE. TYP. OR WOOD STRUCTURE. SEE _ ANCHOR SCHEDULE, TYP. REFERENCE ANCHOR O. 0, SCHEDULE FOR MAX. OR WOOD St RUCTURE. SEE x SPACING BE FROM ONE ANGLE OR FROM BOTH ANGLES fTYp I. Q £ ROLLER ASSEMBLY If� w Nn TYP. EVERY OTHER PTN 1/4"' MAX- Y 1/4 -20 MACHINE BOLT W/ NUBOT 12" O.C. ITYP., TOP 1 /4" MAXI t /2` :11 . CONT 47/2.. 6 �T OM) SPACING MATERIAL 1/4- S /B` MAX OWALI MOUNT SECTION scut 3 . r -e- EXIS Tn+G CONCRETE, MASONRY �OR WOOQ STRUCTURE SEE ANCHOR SCHEDULE. TYP, \ OMEREN C M / SPACING BUT DO NOT E XCEEO 6" SPACING :I —ONT7 j- IDCDNT �CON7�1 LTWO 1 /4 -20 J MACHINE BOLTS TX S CR E W 12" O( 1TYP, TOP b SOT T DM) SEE TABLE 2 S/B' MAX REFERS Hp SCHEDULE FOR MAX. SPACING /siCER1NWINSIDE �JSCALE: . r -0 MOUNT SECDON %1BlALD-0UTMOUNTSEC710N vSCALE. H`. r -0' I *' EXISTING CONCRETE, MASONRY -7/2 OR WOOD St RUCTURE. SEE x ANCHOR SCHEDULE, TYP. EXISTING WOOD BE FROM ONE ANGLE OR FROM BOTH ANGLES fTYp I. Q £ TRUSS OR RAFTER w Nn 24" MAX. O.C. REFERE 1/4"' MAX- 1/4 -20 MACHINE BOLT W/ NUBOT 12" O.C. ITYP., TOP CHHOOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH t /2` :11 . CONT 47/2.. 6 �T OM) SPACING MATERIAL y1/2' I II ROLLER ASSENBLY, w 2 TYP. TOP L BOTTOM 1/2" EMBED TYP EVERY OTHER PIN- BOTTOM MOUNT DETAIL MAY BE USED A7 TOP OBUtLD -0UT MOUNT SECTION SC�IE 3 � -C al 1/4- MAX •1i SAS 24^ O.C. MAX. - � BETWEEN TRUSSES TABLE 2 SEE TABLE c WIRIEFERE-NCE 1/4" MAX.J EMBED. CTMp LE FOR MAX. EXISTING CONCRETE, MASON$ OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. OBUILD OUT T -0' OUNT SECTION SCALL 3 M 1/2" WOOD SO"ff 0 G E OOR MOUNT SECDO N TUBE TOP L BOTTOM 0. N xV--a; aZN WFa • n S/6" MAX. L: MSE SBCD . r - p Nrn 1 18' 6063 -T6 ALUM CONTINUOUS PLATE W/ THREE /4 "0 WOOD LAG SCREWS WITH 2 -3 /4" MINIMUM THREADED (a PENETR. -T" IN WOOD p SS, 24- D.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS TXPLATE TO NEXT TRUSS .o ; y � o .M ./7 1 . e E86� 1.`IM e •o N 6�} • / •• • .I r-.0 �x r— ie_ v a MAX. OR DSOOR B F I PLT ANGLE LEG DIRECTION, REVERSED ANGLE LEG MAY x BE FROM ONE ANGLE OR FROM BOTH ANGLES fTYp I. Q £ t w Nn REFERENCE CTMp / SCHEDULE FOR MAX. SPACING BUT DO NOT 1/4"' MAX- EXCEED 6"' SPAxNG O t /2` :11 . CONT 47/2.. y1/2' I — h1?jCDNT \_� CONT EMBED S /B" MAX NOTE BOTTOM MOUNT DETAIL MAY BE USED A7 TOP OBUtLD -0UT MOUNT SECTION SC�IE 3 � -C TABLE 2 SEE TABLE c WIRIEFERE-NCE 1/4" MAX.J EMBED. CTMp LE FOR MAX. EXISTING CONCRETE, MASON$ OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. OBUILD OUT T -0' OUNT SECTION SCALL 3 M 1/2" WOOD SO"ff 0 G E OOR MOUNT SECDO N TUBE TOP L BOTTOM 0. N xV--a; aZN WFa • n S/6" MAX. L: MSE SBCD . r - p Nrn 1 18' 6063 -T6 ALUM CONTINUOUS PLATE W/ THREE /4 "0 WOOD LAG SCREWS WITH 2 -3 /4" MINIMUM THREADED (a PENETR. -T" IN WOOD p SS, 24- D.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS TXPLATE TO NEXT TRUSS .o ; y � o .M ./7 1 . e E86� 1.`IM e •o N 6�} • / •• • .I r-.0 �x r— ie_ v a MAX. '3t .DOG " qr .• .Al • n L • UI I w � t a d p � Z Qr 4` MAX. • N D LADDIT REEANO REFERENCE AC R SCHEDULE OR MAX 6 SPACING O 1. •• • b4p=w ":Oj • ' • •• ••• , •••••• • • • snee • • • •• • • •• •••• • • • • PI2. 00 I • • of 7 • s • • t t6 : •••• • • • • PI2. 00 I • • of 7 • s • M1I till 1 wG STRUCTURE -- DESCRIPTION SHUTTER BEAM REF SPAN MAX ^ 2" . S" 5' 0" EM UM. ANGLE 8. -t- TWO 3/8 "• POWERS 7 f 125 ® &® CALK -IN P9 3 -3/4- OC 2' . 8` I w/ t -1/ o MIN. EMeEO. IN 3 KSI CONC _ irv' "THRE 1 /4-o THRU BOLTS 1" MIN. Tf . 224" W.7H 4_1/2- MrN EDGE DIST. OR FOUR SPA ALUUMEUUL 2 x 9 1/4-0 [LED CRETE -FLE e.� BEAM OE 12•_5- 3" 0 C W/ t -3/4^ 71 . 224.. MAX. HOI MBEDMENT d 2 -1/2" EDGE DIST IN EACH MAX. Tf 1/4 -20 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER BEAM REF SPAN SPAN 2" . S" 5' 0" 9' -S" 8 - -0" 8. -t- T.:.125" 7 f 125 2' . 8` I W -0" tt•_6^ Tv. 072- Tf . 224" SPA 2 x 9 W -0" 12•_5- Tv = 072- 71 . 224.. Ob JOSOR TWO 3/8'0 POWERS CALK -IN Pm 3-3/4^ O.C. W/ 1 -1/4 MIN EMBED IN 3 KSI CONC. WITH 4 -1/2" MIN '£ AT OR FDUR 1: 4-0 EL C CRETE-FLE B OC w/ 1-3142 nBEDMENT a 2 -1 /2" EDGE 01ST. IN EACH ANGLE- -- .1 1 z a IL D RECTION W (MAX DESM LOAD i 72 PSF) �P SUPPORT BEAM DETAIL H SCALE. Y . Y -0� NOTE- 1, USE BEA SC HE ULE FOR DETAILS hj A J . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM IL OF SUPPORT TO FL OF SUPPORT, EK SCREW DRILL 7116 ^0 HOLE o DROLL S/16`0 HOLE ® _ " FORM to- 3.73' Z FOR X a SPANS! °o Ll $ I F y ONE SCREW ty USE AS V t56' ttT tp' td8• C X. ttt' IAX. 6. _fur � 3 It ANGLE DETAIL USING CALK-IN ANCHOR c I I Ili -20 5.5. MACHNIE SCRE W i NUT O SCALE, Y. T- 0- EMBED. 12^ O.C. PROVIDE 1 ^• ACCESS HOLE tb E D'ACK SIDE FOR FASTENING C PLYWOOD AND ' I TWO 1/4'• S.S. LAG SCREW 181 DRILL n HDLE Sl16'• STUCCO FOEISM . j'..}I 2i` O.C. MAX. W! T-3SI PENTR. t00• 3A0` 3.00' 3.00' L00" S/B` MAX. IN CENTER OF STUDS ve 1't 3'x U8 "OR L 6063 -T6 ALUM. TUBE paAx. DES�i E LoaD• 7z vsF) WALL MOUNT SECTION ALUW TUBE • 250- 1.00^ 1.00^ 230' T-O- tt0o^ EXISTING fONCRETE MASONRY OR WOOD STRUCTIRE. SEE ANCHOR SCHEDULEaL TYP ANGL E DETAIL USING CRETE -R .EX ANCHOR !B- MAx. SCALE , 3`. T- 0- C4 C-DN IALBLC m CHEDIA.f FOR MAX. PACING 1� �06, -T6 ALUM. ANGLE E �5 --57�` THREE -1/4 "0 THRU BOLTS STRUCTURE MA8 %— \ ALT. LEG DIRECTION (MAX. DESIGN LOAD • 72 PSF) O BOTTOM SUPPORT BEAM DETAIL SEE TABLE ICHOR kprr IS • MAX. • • • L LINWINSIDE MOUNT sECTI�?y • SCALE: 3 • T -0 • Anqu-mmI•oS- tI2Z.11 F:y11-L• Dm o y - S. A� • 1 B!' Dhh, Cwnei BSui • Di.kw• • • • •� • • 0 • •i • Z` zM [4 _ u a 0 SS v � � o, v ,n >n �ovn s y W� !fi� Ogg losm •••• •••• • 1o2 •••• • .b •• t 7 • • • REF N I SPA MAX. �v2- OPT LNS) 3 PEFI Ri m= SPA O�M OF I EMBED. FOR WOOD PLATE USE 1!4'p l ILT AS S.S. LAG SCREW PENETRATION INTO W000 PLATE -o 12' O.C. PLYWOOD AND STUCCO FINISH TWO 1/4 -0 SS, LAG SCREW �p 24^ O.C. i -3/4" PENETRATION IN CENTER OF S/e' MAx. STUDS WOOD PLATE {MAX. DESIGN LOAD 72 PSF) OWALI MOUNT SECTION - USING 2• x G' P T WOOD PLATE SCAL . T 0 SEE TABLE ICHOR kprr IS • MAX. • • • L LINWINSIDE MOUNT sECTI�?y • SCALE: 3 • T -0 • Anqu-mmI•oS- tI2Z.11 F:y11-L• Dm o y - S. A� • 1 B!' Dhh, Cwnei BSui • Di.kw• • • • •� • • 0 • •i • Z` zM [4 _ u a 0 SS v � � o, v ,n >n �ovn s y W� !fi� Ogg losm •••• •••• • 1o2 •••• • .b •• t 7 • • • FASTENER 24" O.C. Y If FUSE ANY �NCHOR IN 4NCHOR SCHEDULE) I x 7/2- GALVANIZED SMS 3/16`0 ALUM. POP RIVET 18" O.C. I r ..O55' • r x 2` x .o55-• x3 "x.0551'•2 "x4"x.0� 2" x 5" x .1215" AL. ANGLE OALT.ECLOSURE DETAI /FASTENER 24"C. ( FUSE ANV �NCHOR O IN ANCHOR SCHEDULE1 -- u x v(- UALVANIZED SMS OR 3/16 "o ALUM. POP RIVET 18` O.C. x .055 • 1" x 2` x .0SS`• 2- x 3" x .055'' 2" x 4" x .0� T OR 2- k S- % .12155" AL. ANGLE 8 OALTECLOSURE DETAIL 1- k 2` . 1/8" ALUM ANGLE o MID TEK SCREWS t 3-3/16"0 ALUM. ° a )P RIVETS T MAXIMUM ALLOWAB E SPAN saMLE L E NEG. 7 DESIGN LOAD tPSF) T"E A ALL MOUNTING CONDITIONS ©EPT JESJV�J (FT - INI TYPE 8 DETAIL F R OETA W/ 9& ANGL REQUIRED 3 -3/4- MAX. S.D. (FT - IN) TYPE C DETAIL C DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.D. (FT - IN) TYPED DETAIL E MAX, S.D. AX. B. (FT --IN) 30.0 13- 1 12 -4 13 -1 12 -7 38.0 13- 1 11 -0 13- 1 11 -2 40.0 12 -11 10 -8 12 -5 10 -11 48.o 12 -4 9 -9 10 -4 10 -0 52.0 12 -1 9 -4 9 -7 9 -7 56.0 11 -11 9 -0 9 -0 9 -3 61.S 11 -7 B -7 8 -7 8 -10 63.3 fl -6 B -6 8 -6 B -8 66.8 10 -11 B -3 B -3 B - S 675 f0 -9 8 -3 8 -3 8 -5 712 10 -3 B -0 1 -5/6 8 - 0 7S.0 9 -8 7 -8 7 -6 8 -0 81.4 8 -11 7 -0 7 -0 7 -4 86.0 8 -S 6 -7 6 -7 6 -f0 �•4 8 -0 6 -3 6 -3 6 -6 100.0 7- 3 5 -9 S -9 6 -0 110.0 6 -7 S -2 5 -2 S -5 120.0 6 -1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 S -2 4 -1 4- 1 4 -3 150.0 4 -10 3 -1D 3 -10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 -4 2 -7/8 1 -1/2 ( YPrC' NOTES, 1` % 2" x 1/8' •70 TEK SCREW OR 3/16-0 t. REFERENCE APPROPRIATE COLUMN IN TABLE t BASED ON ALUM 7UBE ALUM. POP RIVET (® 24^ D.C. MOUNTING CONDITION IN FIELD. 6063 -T6 ALLOY tTYP.) TWO 1/4 -0 FASTENERS 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE SCnE D ULE FOR ANYNACCEPTABLE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE ANCHOR) USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE i WITH NEGATIVE DESIGN LOAD TO DETERMINE !ATE= MAX. SHUTTER SPAN. EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE = 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN, SHUTTER SEPARATION FROM GLASS. OgORNER CLOSURE DETAIL 2 MN. SHUTTER SEPARATION LL m 2" * 2•• . 125` FROM GLASS ISEE SCHEDULE In ALUM. ANGLE CONT. SHEET 5) .m ¢ 4 0.062^ THICK RECESSED SILL I•' m 606 -TG L y ALLOY 6 ALUM. D - CONCORETEB" BELOW N = p� -T� TRUSS HEAD w t ALF OFIS7 NG STRUCTURE -� HALF OFJB USE MALE OR FEMALE AS REQUIRED -- ®ALA SCORNER CLOSURE DETAIL i MnRMUM seuTTER SEPARATM FROM GLASS ON) t POSITIVE DESIGN- LOAD (W) (PSFI ACTUAL SPAN (FT - IN) SEPARATION FROM GLASS FOR INSTALLATIONS EQUAL TO 30*0• ABOVE GRADE (NCHESI SEPARATION FROM GLASS FOR INSTALLATIONS GREATER OVE N GRADE (INCHES) 30.0 5 - 0 2 -1/8 7 - 0 2 -7/B 8 - 0 2 -7 /8 /8 11 - 0 3 /8 F2-3/4 ' 3 - 1 3 -3/4 40.0 S - 0 2 -7/8 /2 7 - 0 2 -7/8 -/8 8- 0 2 -7/8 1 -5 /8 11- 0 3 12 -11 3 -3/4 3 SO.0 S-0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -SIB 8 - 0 2 -7/8 1 -3/4 11-0 3 2 -1/2 12 -2 3 -3I4 3 60.0 S-0 2 -7/8 1 -1/2 7 - 0 2 -718 1 -5/6 8 - 0 2 -7/8 11-0 3 11-8 3 -314 3 70.0 5- 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 7 -S /8 8 - 0 2 -7 /e 1 -7/8 9- 6 3 2 -1/4 10-4 3 2 -5/8 80.0 S-0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 6 - 0 2 -1/8 1 -7/8 11- 0 3 -t /8 3 -1/8 12 -1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 8 - 0 2 -718 2 i1 - 0 3 -3/8 11-6 3 -7/8 4 100.0 S_ D 2 -7/8 1 -1/2 7 - 0 2 -7 18 1_3/4 5- 9 9 -0 z -7/e 3 2 10 - 3 3 tI4^ MAX. A; XISTING STRUCTURE ° MIN. 3.000 PSI CONCRETE B�161x8L1Mt CONCRETE FASTENER LM 8- O C. Aocumd. ANY SCHEDULED FASTENER IS %% ACCEPTABLE ALTERNATE FLOOR MOUNT DETAI` m�wk• SCA14) v ilg E� h N � t �v v o � Hi Q A • Y �V > up 8 z • • i i 0 ANCHOR SCHEDULE FAS IM MA7UMEIM SPACING (IM M ff4mm FOR VAg01A Dt3Kd1 LOADS Alb SPANt L oAD MAN. 2r EDGE DWANCE K� lW} SPANS UP TO SPANS UP TO • SPANS UP TO SPANS UP TO SPANS UP t0 SPANS TOLE � TO SPANS tM TD N P.S.F. S._8.. 8,_0•, q._p.. A ft TYPE MAX. aEE NO7E 1) aEE NOTE 1) S'_8.. Q•_p•• 4._Q.. 7)' -i^ aff TjON n as NOTE n aEE NOTE 1) (SEE NOTE 1) , aEll NotE n an NOTE n (SEE CONNECTION TYPE CONNE[Tta[ TYPE [ONNECTIpN TYPE CONNECTgrt TYP [ONNECTION TYPE CONNE(TNNi TYPE CO[RK[TIOIt TYPO CDNNECTgN TYP NOTE (SEE NOTE aEE NOTE 3) aEE Nv1E aEE Nort3) aEE MotE 3) aEE T.DN 3) � NOIE 1) C1 C2 C3 L4 CS Ct C2 C3 C4 Cs Ct C2 C3 C; C5 cl C2 C3 CL CS Ct E2 C3 C4 CS Ct al CH CL CS Cl C2 C3 C4�C5 Cl C2 C3 C46 C 45.0 72 12 M tt 7 1272 12 8 5 12 12 tt 7 G M 5 S S; 12 tt tt tt 9 12 12 12 t0 6 M tt tt 9 S tt 6 i b ) 57.0 12 M 12 9 6 12 tt 72 5 4 11 9 10 b 3 8 3 4 12 12 12.11 ? 72 M 12 8 5 1Y 70 M ? 4 9 3 3 S 3 vt-• ittr t;antoN v/ 73.0 12 tt tt 7 G 10 S S S 3 9 L 3 4 8 3 L 12 tt 12 9 5 11 6 6 6 4 10 t i i 3 9) 3. S ) /a- rRN. e11e[DNLNT 105.9 To 5 5 5 3 ) taleL Rla rst (p}O•tq 170.0 8; ; 8 3 ; 71 6 6 6 3 9 3 3 5 3 9 3 S 3 9 3 4 0 3 4 9 3 3 S 3 9 12 t2 /2 M 9 12 tt /2 9 6 12 12 tt ! 6 12 9 9 5 G 12 12 72 M tt 12 it 12 M 10 tt 'tt 12' M 9 M 11 >7 ! 6 57.0 12 M M 10 7 tt tt. 12 7 S 72 72 12 6 L M 5 4 t va -e POMLR] IN 73.0 73.0 12 tt 12 8 5 12 9 9 5 6 12 6 6 5; M S 4 4 ) M M M M t1 M M M M B 12 M 12 10 7 M i i 7 5 v/ fro- 5TAV 1[NT ) M M M M B 12 12 11 9 6 12 a e! S +"1++117 y a va -2J 57 APR.BR 105.0 /2 9 6 S 4 12 5 4 4 3 12 S 4 t LTFEL ru1CNMq SCREM 3 M S t 4; M 71 11 9 b M 6 6 7 8 12 6 6 7 S 5 f1o1. J.eLe rsa tcrtO•lq 170.0 12 S 4 L 3 12 S ;; 3 72 S R 4] 12 8 4 4 3 t2 6 6 T S 72 6 6 T S 12 6 6 7 5 5 45.0 tt M t2 t0 b tt 12 12 7 L M 12 M [!A 0 i a t M 12 12.12 7 12 M it 9 5 14 M tt 8 4! 5 6 S 7 57.6 12 72 12 8 5 t0 70 10 5 3 9 7 8 5 3 6 ) tt M tt 10 6 72 M M T 4 10 8 9 6 3 T va-• POr[4! 73.0 11 17 77 6 3 8 4 4 4 7 ; ;; 6 t ] 12 tt tt 7; 9 S S S 3 NA4iav i-ve- 105.0 6 L L 4 6 3 6 ; rRH, erM[ON[NT 3 6 ) 9 5 4 5 3 7 G 7 AMR3,GW K&L [OJIOS1e1 170.0 6 3 6 3 6 ; b 4 7 ; 3 7 L 7 4 7 4 7 v • 45.0 12 12 12 12 8 72 tt 12 M 7 12 12 12 71 6 M 8 7 7 L tt 12 12 72 tt 12 M tt tt 8 12 tt 12 12 7 2 8 8 8 5 ♦ 57.0 12 12 12 72 8 M M 72 9 6 12 12 12 8 5 11 t L 6 3 12 12 M 12 9 12 12 M 11 b tt M 72 10 6 tt R ' /a "• [L[b HALE/ rEMA1['PAN[LNATL' N! 73.0 72 12 12 10 6 tt 8 B 7 4 12 S S 6 L it 6 4 6 3 12 12 tt 12 7 12 6 8 8 5 12 6 5 7; Lt /L MRJ Cr•[DMCMT t va_20 ru[Nwe 105.0 72 7 7 7; fl;; 6 3 11 4 4 6 3 It 4 4 6 ) 12 8 7 6 SC4(w VRN NYi 0�1. J,100 ►dt[OMtH[D 170.0 11 4 4 b 3 11 4 4 6 3 x 4 4 6 3 /1 4; 6 3 12 4 4 7 t tt R 4? L M; 4 7 4 M; t 7 L G5.0 12 12 tt tt it tt M /2 tt 7 12 12 t2 11 7 M B 0 T 4 12 12 M 12 12 72 4 12 M 9 tt tt tt tt 8 tt #r7 12 tt 12 tt 8 12 12 12 8 S M 4 a 6 3 tt 12 M 12 11 M tt tt M 7 M M 72 10 7 T[xT4w 73.6 12 M tt 70 6 M B 2 6 5 6 4 12 L t 6 3 M 12 M M 8 M 11 10 9 6 tt 7 7 B S 2 6 XLx- IIANO[ tAPt ON/ T. Mx r4Ab QP 0" 105,0 72 B B T 4 M L 4 6 3 /2 4 4. 6 ; M 4 L i 3 M 10 10 9 6 12 6 5 T 4 MJ /4' CNeCD WeL - ---- -L -- -----Z 170.0 72 ; 4 6 3 /2 & 4 6 3 12 4 & 6 3 12 1. 4 6 ] S. M M 12 6 5 7 4 12 6 S 7 4 M 6 5 T 4 6 5 T 4' 40 12 12 11 72 M 12 12 T 1 2 12 $ 11 ? M ! D 7 ; 12 M 12 M tt M 12 12 M 12 9 tt tt tt M 8 12 m 10 9 6 v.-• ac cRLie rux 57.0 12 tt M 12 8 12 12 12 9 6 /2 12 12 8 5 M L L 6 3 12 12 M 12 tl 12 12 12 12 7 tt M 12 10 ? M 6 S 7 t 73.0 12 tt tt 10 b M 8 8 __74 12 6 S 6 4 M t 4 6 3 tt 72 tt tt 8 72 17 10 4 6 M 7 7 8 5 12 i S 7 t EMe[Drl(NT 105.0 12 8 8 7 i 12 7773 12 4 4 6 3 Orx xm ru toticarq 170.0 12 4 4 6 3 M t L 6 3 12 4 t 6 3 M i; b 3 M 10 10 9 6 12 6 5 7 4 12 6 5 7 4 M 6 5 T L 12 6 5 7 4 12 6 5 7 4 12 6 5 7 0 tt 6 S 7 4 ANCHOR SCHEDULE iASTFN[R ►7t1pMUM SMCiNG MKIRM NIQUMED FOR YANOUS OEw.N LOADS AND SPANS LOAD MIN.3/4'EDGEDWANCE 1M1 SPANS UP TO SPANS UP TO SPAN$ UP TO SPANS 1[P TO 8' -0- q•_0•. r. ANC.'HOR TYPF NA %. aEE NOTE +) aEE Np7E 1) aEE NOTE 7 N as [mM[[itdi TYP[ CONN[CTaN+TYP[ CONNLCTR7N TYP[ COMN[CTIOEI TYP[ NOTE Mu NOTE 3) aEE NO[E ]) (SEE NOTE 3) t3EE NOTE 3) +) Cl C2 c; c4 cs C1 C2 c) C4 CS C1 C: C3 C4 C5 cl!c2 c3 cG cS SEE PAGE 7 FOR ANC3iOR RTES 45.0 72 72 u 9 7 12 12 12 6 S 12 12 12 5 4 12 9 9 ) 3 0 S70 12 12 12 7 5 T2 12 12 S ; M 12 M 4 3 12 S 4 3 p 1/4-0 WOOD LAG w/ 37 t-J /a' hu+ 7eel[4o 73.0 12 12 12 S L 12 9 9 3 Tv 6 6 3 12 U133Y OAPAtOSO /2 9 8 ! ILL& OR o[RP. ] 72 S t 3 M S TO WOOD G4AR1 72 S t 3 12 5 4 3 12 �. o i �nE s Ny Q R • V �o R O A W� a� •QyQy ftow=wmmwn =�.rs[r,LFto,yi rp_� I/ tlierf � • DI'Aie• • • [•-*-* , ---am •••••• W • • • shel • •••• • • • • •• • • •• • • • • 1/200 • • Of 7 • • • • • .0 d c; I ANCHOR M y ` �mmmo© oaa ©aaaaoryaaa©vmmm a ©mooaaaaa ©ao © © ©i { {,t, {, { { „».,,,,,,,,V { {II> ® mmo© a000aia © © ©ioiizimmmaoaaaaio ©a ©i ©ii ©i { {, �onooi ©aaa loll %loll %zaaa ©aaaaa iFlo CMaa% a% ry� %o� / % % ©e % % %a © © © % © % %a % © % % ® % © % % ©% moo %/% % © %%% %ors / %o % % % %©% % © % © % % © % © % %a %o % %a% �mmmoa mmm ©ammmaaooao%mmmmommma©mmmoaa ©aaa mmmaoaaaoaaoaiai %em mmaammmaomaoaavi %a% MGM = ooaaza %rya %© 092600monuou ©aaaao©v%ioz omano 4 a i %ii ©ryi %,aaa a ©ii%aii %ry© ©ao %iaio %rya %vi %a% %iii © %ii %o % %a %oaoi %aioiiaz KAM 0 aaaaa0000 a i�immmo - — - -- aoaaoaaaaa ©ryaa ©az © %ii %oom000 ©aaaaaaaaaaaaa ©v ©tea ©% �0000 %aaa %omi ©a ©oryiai %ziaaa ©aaaaary © %ryaio %zo% %ry0ii %zo %a ©aaa ��iaioii %olio %oiaoiai �mmmo ©mmma ©mmm ©aaom©mmmmammmoammmaaavaoi mmmoomom ©aaoao %aiiaimmma ©mmo ©aaoa ©aa %rya % �mmma ©aa ©aoa ©aia�mmmaoa © ©oioaaa �aanun iaia %ia%aiia %oi %© %ao ©aia�i�aiozaam ON= �mmmoammm0ammman a%mmmmommmaammmaaavvao �mmmaaa nun aoBoom a % �mmmoaooaaia %a %mmmaammmaam aaa ©0 % %L!% W a mmm©aaoaoaazoo mmm fl©vanoa % i% % © aiaryaiao© a%oiucri g, � Vi�a�%ia a %z© %ry% ©r:VA ,07 %o %a%oi a oi%° � ory �' 1ptNtY> ®m�mmammm�OmWiitiiauncard mmmOmmma ©mm•i�riaa� aommmaooaoa man �mmmaaooaai- ©aaoOOVGOVAmmmmammmaomoaoaayiioi ordamZoimm Gun aounce L�OQ001601 % /a / /.a //. a ©oiozioi % wary &UNDa One o % %a %o /' /.a %0/ %/t' a ©iioiaziaz © %rya%aiz©iaio iMEW10miozaam ANC/OR NOTES: t. SPANS AND LOADS SHOWN I4ERE ARE FOR DETEM•MN6 ANCHOR SPACING ONLY, ALLOWA•LE STORM SHUTTER SPANS FOR SPECIFR: LOADS MUST BE LByRTED TO THOSE SHOWN W TA•IE 1. ►AGE S. 2 ENTER ANCHOR SCHEDULE BASED ON THE EXiSTOJG STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OIE 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 IDEN71fICAT10N OF CONNECTION TYPE. a ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMEN04TIONS S MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS vARr FIELD VERtfr'MAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING ^+EMBERS, NDT Ptvw ODD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES 7, WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2^ x L' MIN.) W000 STUD. 9/4” EDGE DISTANCE IS ACCEPTABLE FOR WODO FRAMING. WODO STUD SMALL 8E SOUTHERN PINE` A5 TA OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN MEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF VZ` ENGAGEMENT Of THREADS IN BASE ANCHOR ANp MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ISIDEWALK BOLT), U.O.N, 9. E2 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 O.C. 12. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 6 O.C. 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