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WS-09-1370 ib.@4'I Y >>fl 33� f3 i Miami Shores Village r P �')'"� 10050 N.E. 2nd Avenue vc�Cfa�lt ShultttlllS Miami Shores, FL 33138 -0000 Phone. (305)795 -2204 v >r �S AIPP � Expiration: 02/1612010 f 3f Project Address Parcel Number Applicant 500 90 Street 1132060200010 NORMA FREDERICK Miami Shores, FL Block: Lot: Owner Information Address Phone Cell NORMA FREDERICK 500 NE 90 ST MIAMI SHORES FL 33138 -3149 Contractor(s) Phone Cell Phone Valuation: $ 5,000.00 RECOL ALUMINUM PRODUCTS INC (305)688 -8687 ....... Total Sq Feet: 0 Type of Work: ACCORDION SHUTTERS For Inspections please call: No of Openings: 18 (305)762 -1949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Shutter Final Shutter Attachment Fees Due : ount Invoice # Total Amt Paid Amt Due CCF $3.00 WS-"9 -35652 $ 303.00 $ 303.00 Education Surcharge $1.00 $ �'�� Permit Fee 280 00 Check #: 2283 Scanning Fee $12.00 Technology Fee $7.00 Total: 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 Y 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION C-'FN 2 PERMIT NO. TAX FOLIO NO. I 1 3 03b 0 2 OR 1-k 26901 P9 4370; (1pg ) RECORDED � X6/15/2009 10:56912 HARVEY RUVINP CLERK. OF COURT STATE OF FLORIDA MIAMI -DADE COUNTYr FLORIDA COUNTY OF MIAMI -DADE: LAST PAGE 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. Space above reserved for use of recording office 1. Legal d ffltiof promrty an eet/add Q D 3 7 M iami 3126 s 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Co tractor's name a ess and phone ber. - Urn 5. Surety: (Payment bond required by owner from contractor, if any) (� Name, address and phone number: N Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom not t 9 , ' e l n is b� 'rVed as r( Section 713.13(1)(a)7., Florida Statutes, r. I A, I in of Name, address and phone numbe lk t C ` 8. In addition to himself, Owners designates the � � ' or's i r following g person(s) to recei oW o in i 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER. PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWIQE 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 O C MM EMENT. RYANE NICOLE MARQUEZ Signature(s) of IS)o oe iner/Manager �IYCOl►lA93510hIDD778542 Prepared By ared By Print Name a Title/Office. Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE I ( QLQ (l The for inst efore me this t� day of B 2sonally idually, or ❑ as for ❑ known, or ❑ produced the following type of iden ' l tion: rrN Signature of Notary Public: Print Name: (SEAL) oy t VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and J stiv10.= 13,sar..2 that the facts stated in it are t e, to the best of my knowledge and belief. Signature(s) of Owners or ' er(s ' horized Officer /Director/Partner /M ° ger who signed above: B By 123. -52 PAGE 3 11/07 Miami Shares Village Buildin g bepartinent 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING Permit No: ' V PERMIT APPLI(CATIO pUG 200 Master Permit No. FBC 2001 Permit Type (cir t ): Building Electrical Plumbing �� Mechanical Roofing Owner's Name (Fee er) �� r � # -3o Sm 3 Z - Z - al � Owner's Address O 0a 9 0 - t:L- City A. — Aetc state L Zip a Tenant/Lessee Name Phone # Job Address (where the work is being done) 6 00 96 3T. City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Nam Phone cas 1 111 Contractor's Address f . Ci State Zip Qualifier State Certificate or Registration No. Certificate of Competency No (::P P05OD , Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permi _ O Square Footage Of Work: Type of Work: ❑Addition ❑Alteration []New ❑ Repair/Replace ❑ Demolition Describe Work: �,�h �° rim Moo Submittal Fee $ Permit Fee $ Moo' CCF $ � Q CO /CC - Notary $ Training/Education Fee $ Technology Fee $ Scanning S Radon $ Zonin Bond $ Code Enforcement $ ! Structural Plan Review. $ " , 'A Total Fee Now Due $ (Continued on opposite 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 b?q approved and a r arcs ection fee will be charged SignaturVeA4 Signature &et Owner or Agent Contractor The fore ing instrument was acknowledged before me this The foreg ' g instrument was acknowledged before me this day OfQQ I A 0 , 2 by day of 2f by' , who Uspesonally known to me or who has produced T L who is er onally known to me or who has produced TbL As identification and who did take an oa as identification and who did take an oa N � OTARY PUB gC:- A A Si Si Pig Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning chc 05/13/03 R GOL)TTEIL 3(lP x 9s , 5 x ► X 40 �(,o X 30 4 x 38 XHO lo, - 14 X gd - 7 '5XZj I � - 7 5 A2'7 �. - 1 6 X27 14; 7 I X`ll Recol 5602 NW 161 Street Miami Gardens, FL 33014 305- 688 -8687 5 )(2.7 I7,�� a o O / / �y o e ❑ 5 c n> Up U- D w Q fr z m Q z D r_ CO Q CL LLJ F- a U O- ❑ oo 5 )(2.7 I7,�� a o e / / �y o e ya = co N O ICI 4 l F eA 9rr 1 ck .5 00 N Mkamk norec,.,, f - L. .. . ... ... ....... *so a MAX. POSITIVE PRESSURES FOR WALLS, EXP C, 146 MPH MAX Ht. 10 Ft 20 Ft' 30 Ft 40 Ft - 50 Ft 60 Ft 15' +46.7 +44.7 +42.7 +41.9 ' +40.7 • +39.9 • • • • • 20' +49.4 +47.3 +45.2 +44.4 +43.1 +42.3 • .. • aa.a . • ••••• 'Goes 30: +51.6 +49.4 +48.1 +47.2 +46.3 +45.5 +46.9 • • • • 4i ° +53.7 +51.4 +50.1 +49.2 +48.3 •aa• . ... •aaa • •aa• •saaa• • + 53.2 • • •00 +59.8 +58.3 +55.7 +54.7- +54.7 • +62.0 +60.4 +57.8 +56.7 +55.7 +54.6 • • • a• .•.•• 0000 • • a MAX. NEGATIVE PRESSURES FOR WALLS, EXP C, 146 MPH MAX Ht 10 Ft 20 Ft 30 Ft 2 40 Ft 50 Ft 2 60 Ft' 15' -62.5 -58.5 -56.5 -54.5 -52.5 -50.6 20' -66.1 -61.9 -59.8 -57.8 -55.6 -53.5 30' - 69.0 -64.6 - -61.1 -60.3 -58.1 -56.8 40' -71.9 -67.4 -63.8 -62.9 -60.6 -59.2 50' -80.1 -75.0 -71.5 -70.0 -64.9 -64.3 60' -82.9 -77.7 -74.6 -72.5 -72.0 -70.4 WIND LOADS PER ASCE 7.05 F B C 2007, #/FT2 RECOL INC, ALUMINUM PRODUCTS )/ 19180 43 AVE Cps Locke. (305) 51 • 888 -8587 (954) 4) 2=-5245 -5 -3245 / ENGINEER: JOSEPH POTfS PE#: 22655 4440 NE 13 AVE (954) 772 -1713 i A Ml�QADE MIAMI -DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUIIAING 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.miamidad Quality Shutters and Screen Service Corp. 13621 S.W. 21" Street Miramar, Florida 33027 SC OPE) , • .. ; This 401 is being, issued under the applicable rules and regulations governing the use of construction materials. TVdMC pentatien submitted has been reviewed by Miami -Dade County Product Control Division and accepted by ttlbegoard ofamles and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by . �.... the Authority Irat hfg'Jurisdiction (AHJ). This X(A shall Vdrlle valid after the expiration date stated below. The Miami -Dade County Product Control • •" DWaioa.(In MIM?Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to • • • • have this product 6 7 material tested for quality assurance purposes. If this product or material fails to perform in • • the�ac�cppted ffi�e f, manufacturer will incur the expense of such testing and the AHJ may immediately ret91q Aodify. or 1ppend the use of such product or material within their jurisdiction. BORA reserves the .right to revoke this at0pta0ce, if it is determined by Miami -Dade County Product Control Division that this product or mherW 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: "Ur-100 "Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 06 -538, titled "HT -100 Aluminum Accordion Shutter", sheets 1 through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision 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 shaft 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 daze 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 revises and renews NOA #02- 0122.09 and consists of this page 1, evidence submitted pages E-1 & E- 2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ./f , NOA No 07- 0205.09 �/�' Expiration Date: 02/14/2012 7 Approval Date: 06/18/20e 1 Ouality Shutters and Screen Service Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 0122.09 A. DRAWINGS 1. Drawing No. 01 -810, prepared by Knezevich & Associates, Inc., titled "HT100 Accordion Shutter", dated July 23, 1996, last revision #6 dated June 10, 1999, sheets see* 1 through 6 of 6, signed and sealed by V. J. Knezevich, P. E. • •• • . 66 6666.. • •N: TESTS ...... 6666 :. • 1. s ee Akociation's generic approval # 99 -0036. 6009.. .9.666 .. 60 66 6 • •; • • G • • CAMLLATIONS • 6 • 6" 6 9000 :1. t 9k- Association's generic approval # 99 -0036 • 6666 6666.. AD 0 MAMM CERTIFICATIONS •• '.'..'1. 6 See .4ssociation's generic approval # 99 -0036 6666.. 6666 . . • �' • 0 STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated May 3, 2001, certifying this product to meet the criteria of product tested and approved and allowing Quality shutters & Screen Service Corp. to use the test results approved under Miami -Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2 Acknowledgment letter by Quality shutters & Screen Service Corp., dated April 30, 2001, signed by Mr. Jeff Villacorta. 3. Letter by Knezevich & Associates, Inc., dated May 3, 2001, certifying that the drawing (No. 01 -810) prepared for Quality shutters & Screen Service Corp., 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. Jeff Villacorta on February 13, 2002 and returned signed by Mr. Jeff Villacorta on February 14, 2002, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed elmy A. Makar, P.E., M.S. Product Control Examiner NOA No 07- 0205.09 Expiration Date: 02/14/2012 Approval Date: 06/18/2007 E -1 i Ouality Shutters and Screen Service Corp NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBNIIT TED A. DRAWINGS i 1. Drawing No. 06 -538, titled "HT -100 Aluminum Accordion Shutter", sheets 1 ' through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last • • • • revision #0 dated September 14, 2005, signed and sealed by V. J Knezevich, P. E. .. on November 09, 2006 e .. . . sees.. .. ee • sees TF�TS sees.. .. • • I. sSk Association's generic approval under 05 -0321. sees �� • • CA"ATIONS sees.: 1. * • "See Association's generic approval under 05 -0321. e . . sees. *see . sees.. sees.. �.. QiIY ASSURANCE • • ' .' so • e$ Miami -Dade County Building Code Compliance Off zce. *:see* eeee . .e O" a MATERIAL CERTIHTCATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Release letter issued by Hi -Tech Shutter Group, Inc., dated November 10, 2006, certifying this product to meet the criteria of product tested and approved and allowing Quality shutters and Screen Service Corp. to use the test results approved under Miami -Dade County Approval No. 05 -0321, signed by Frank S. Cornelius. 2. Aclaaowledgment letter by Quality shutters and Screen Service Corp., dated January 31, 2007, signed by Mr. Jeff Villacorta. 3. Letter issued by Thornton Tomasetti, dated November 10, 2006, certifying that the drawing (No. 06 =538) prepared for Quality shutters and Screen Service Corp., signed and sealed by V John Knezevich, P. E., is engineering wise identical to Hi- Tech Shutter Group, Inc. generic drawing (No. 05 -509), revision 0. 4. Acceptance Letter issued to Mr. Jeff Villacorta on June 18, 2007 and returned signed by Mr. Jeff Villacorta on June 19, 2007, indicating to please issue the proposed Notice ofAcceptance as submitted and reviewed my A. Makar, P.E., M.S. Product Control Examiner NOA No 07- 0205.09 Expiration Date: 02!14/2012 Approval Date: 06/18/2007 E -2 0 2.420" .048" _ e - U „ .966" .875 ". 83 ' „ cn - a; .048 c 3.840 MAX. " : b N 125" 1.840" " 1 8 � � � a):* q � G c c .875" 483' 945" 0 "6 .65'150 1.533" 05.0" 025 t 2 2 a N t t2 2 in } 90° of p (TYP. chi W : ; a } N } t3 i 2 : - 1 t1 0 u► os TYP TYP. 21 ( .J 1-- �cSr�l O a *0a m H Am C! t1 o.°t 0" 1 9! 91.5 2 a a a � t2• t2 :. o► 055•• END SLAT c i o E y m 1 1 .m �o ., o � .055 m r S SCALEs HALF SIZE r p � � w N a .107" 600 t1 N r (TYP.) N 641" 1.250 1 - 1 1 N t2 -..,,� 04 m H 1.193 "t1 c fi- - - 9 '- 7 84" " t1 .136 1.2 0" l N I t « I 1.533" J I , 98 N (TYP. 2) o t3 E • ® a .326" 840' .620" �'. .055" .250" ,o co ® Lu • ER -CLG. Sflfl" 3.283 050" , w w • • • «` O • •. O HEADER-WALL MOUNTED �,� 1 RL�E -HALF slzE 2 SCALES HALF SIZE O BUILD -OUT WALL HEADER O SILL -WALL MOUNTED A. SILL,TOP O J SILL -BO A DJ SILL -BOT �'� zz H u g • • • • r� • • • • • • 28 SCALES HALF SIZE 3 SCALES HALF SIZE 4 SCALES HALF SIZE 5 SCALES HAL SIZE A. ' OF E SLAT rr S SCALES HALF SIZE • SCALES H F SIZE • 52" y " 3.465" • • • •.ua • • • • • • 3.993" " 2 984" � • • • • 4.478" « ••• • ••• •••••• 7 3. 9" 7 C • • • O ADAPTER SLAT 2 .586" $ « • • • • • i • • • • • • • o•o SCALES HALF SIZE •••• 1•- ir� • • 5 r / � � '• sn • • •••••• 11QQ .V "I�b• \V tn co • • • • ••••• N N La "I(Qb. Z n0 • • v • • • • • • 45• « . 52° :285" I� :285" IO.b. a in I �' b� CA 0 M v ... • .Ta . •.. . • „ im .248 • see* • TYP. SLATS aI 1 .060 N .248 Ob0 C SCALES HALF SIZE N 60° 60" c O C : t 1.039" 60" .060" c o a o 1.039" N • rA t fn .060 60 {060" °°• ' 190 060" .Ob4 6C 60" r - .a " " 060" CSI ° 60" 345" 1 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM A N D Ec G THE PROVISIOroro ggEgT RR THEg SSUANCE OF q ppT OF ACCCEPTANCE �NOA BBYY o '� s� j / MIAMI -DADS COUNTYNRODU�T CONTROL DIVISION FOR Tl IE FLORIDA BOIL ID NG 250" o 80 m N .442"- 080 250 o N 095 42 � CODE, 2004. m „ m „ 4 sn 2. TO VERIFY THAT THE ANCHORS AS TESTED ARE NOT OVERSTRESSED IN THESE .949" 942 .949" 94 6 « Q APPROVAL NTS. NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALY IS. 391 « 1 " " 1Q " F F �g Lppp g pip g - .: 8• THESE pI OCUMENTS I N A j CT RD�Ap �E30VERNIN� CODE ANOVERNI 1.891 L - H WIND VELOCITY. FOR WiNOAD C ALCULATIONS IN ACCORDANCE WCfH THE FLORIDA BUILDI SCALE- HALF SCALES HALF SIZE SCALEs HALF SIZE SCALES HAL prokulm NG [ODE 2004 A OIONALITY FACTOR OF Kd >n0.85 SHALL BE USED MATE 1 CENTER MATE Z CENTER MATE 1 twuLOaaNG ROD) CENTER MATE Z MUiOQON1i1�D) \T J. j(riEZC21 ij 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION O UNTER SIZE � � 9a F SIZE el blsftuw II FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. FL tkOM No 'OMI r S. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61615 -23 " OF THE FLORIDA ADMINISTRATIVE CODE. . 040:11- .312 6. p TH�E p S APDPTROVACL DTTORRCgqUMTEEppNTSppARgE SUITABLE TO BE APyPLIEgD BY�pTHE CONT�R�AC .� '' HEREIN A TTHE ACTt)R YER RIEgg THE EX STING STRUCTURE HOES STAINLESS STEEL �� ' . 375J 956" 322, NOT DEVIATE IN EITHER FORM OR MA 1 , FROM THE STRUCTURAL SUBSTRATES a ASSEMBLY 11 1r -f 17 1t- N 09 2 4 0 6 DETAILED HEREIN. h .320 HOLE 485" in - t 7. ANY M IFIC TTIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID p m � �{� L 1 - - _ J a I I 15" a r THE AP�ROV�L DOCUMENTS. oo a RIVETED IN E I I o I I :� a •222 50 B. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE N N PLACE I I `D I I 1 1 i97" g I BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS- tn % A) R QUIRE THAT SITE SPEC�IC ppCUMENTS BE PREPAREp SIGNED DATED OS I I I I I I m IfIO L 80 6 8" 1 .115 " ,322" h c V S ALE gY A `ICENSEEpp EN INEgR OR FGISTgRF� ARCHiTEC7 NiHICH DET 1'10p" •251" i I 2 gQ" m� , s O D JUSTIFY THE DI ATIM SAID DOCUMENTS SHALL . %E SUBMITTED TO TH �MA7C. ,W,�CKST� O o PPPP GR�i4NTIN G HI A�PRP AS A CONDITION TO T „ „E BUILDING OFFICIA 2" MIN . MAX T11p.ptEVERYODIER B) OUU��Rgg SAT p pig TI E SpE IC APPROVA` Bg APPL�Ep FpR AND INSmEJOiNiATTOP TOP gpnOM CARES r CURED FROM THE MIA OADE CO Y PRODUCT CONTROL DIVISION. r o p " p�C yE ANGLE � ASSEMBLY BUSHINGS INSERT S LOCIQNG ARM ZONE AREAS E ONLY OPTION 8 SHALL BE A 71 TY HE B�f�ING OFF A . SCALE- HALF SIZE 12 SCAL s LF SIZE SCAL& FULL SIZE 1 SCALES HALF SIZE SCALES HALF SIZE • i 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS - QUALM►� � �/. of m 1 50" a l7 j NIANR•DADE CAllWiYPRODLILTA 2.373" / -.472" I.D. } } I a 360 80" .375" R .435 35 R 1"ROl1UCTR1~dISd:D F tL 10. LL SHUTTEqR�S SHALL HAVE A LOCKING MECHANISM AT CEI�[F OR SIDE C OSURE -•612" O.D. : a E o = / ITHIN 18" OF��N� ER VERT.). LOCKING MECHANISM SHALL uuee OCKED TOP OVIDDEE 158" 4 " t �`��q 1 O 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. a60111wifm1g011�8 a RRICANE PROTECTIRN. J�+s f 505" R m '' f ro ' o apt >y ®0 2.a -61 a 9/14/2 oos 0 12. A L S p C L R p SZgA D f OL TO BE�j��i�j4- T4jUMINUM LLOY STAI LgSg gTEEL, N I M 211' t2 t 2 211" 50" .315" R « DSO 1 Z. smote drnmtn o O P P RIVET I TO BE 9%16 °4052 ALUM 0 N �NGT}1 OF 6 K.lf U.O.PI. 1 10 „ p5 NOT1D MCR 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE . 1.350" 500" t = .200 1f91r�i D rs(COm(roi c 14. Q TRA4KS MAYBE RE7OVABLE AT NON - STACKING LOCATIONS. USE (OPTIONAL,) Division --�• �Rrerr�s VABL.E.TNCHORS SUCH CALK -IN A WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE X6_538 FICE, PATENT No E S 7 ft.M!ITEO WITH THE U.S. PATENT AND TRADEMARK 15 G C 15 Fl.00R MOUNTED 17 BU HI G O 18 SHIM (NYLON) o SCALES HALF SIZE SCALES HALF SIZE SCALES HALF SIZE SCALE HALF SIZE sheet 1 c 7 ARIES - NO LIMIT SINGLE ARM LOCKING c BUSHING 2® sMa - 7 o MECHANISM AT CENTER c.� Z OR SIDE OF SHUTTER. NYLON 12 co 0 SECTION TOP TRACK LOCK MAY BE INSTALLED ON HANDLE c 0 2 -1 4 INSIDE OR OUTSIDE OF SHUTTER R III 7/16" O.D. ?L110-63" LONG NYLON 0 TIN BUSHING'�9 Ts 8 u PLAN .50 "0 �'� c ce Q VIEW z: o. ^ a ^ N ALT. LO ATION OF Z 010 x 2" SMS. MANUFACTURED Q ," to z LOCKING MECHANISM F FROM V�410HT OR 18 -8 STAINLESS o c� cq .. E p AT SIDE it S>NQE 11eM LOCq W/ XYLAN 5200 FLUOROCARBON 4 o u w STEEL W/ XYLAN 5200 FLUOROCARBON to F u SINGLE ARM LOCK OPTIONAL CLOSER HANDLE COATING & .4b0 "9b x .050" THICK 300 �j m 1 to N.7 N. T.S. $$ERIES STAINLESS STEEL WASHER �; w SINGLE ARM LOCKING (TYP. TOP & BOTTOM) O S m t w Q Q MECHANISM AT CENTER yt 0 OR SIDE OF SHUTTER. g E X -- N LOCK MAY BE INSTALLED ON T.. •x 2 -1/ INSIDE OR OUTSIDE OF SHUTTER 8" O.D. x 0.90" LONG NYLON © : • • BUSHING 2 Ew 0 .. of u g USEDWIMPMM S, 0 x 3" SMS. MANUFACTURED a . 9? LOCKING MECHANIS O FROM #410HT STAINLESS STEEL • • BOI•T+t1N�RACK CAN BE (83 18" A E W/ XYLAN 5200 FLUOROCARBON •: •. •� • • . • • • OR BELOW CE {DOES Nor ttEP1A� _= h (SEE GENE OTE 10) SINGlEAItlMLOCt9 COATING & .460 � x .050" THICK 300 • . • . SERIES STAINLESS STEEL WASHER t�ii o • % 1 LEVA ON LANG IN SINGLE ARM LOCK O�iIONAL CLOSER HANDLE SCREW BUSHING & ROLLERI (TYP. TOP &BOTTOM) Go 0 0 ' . • • • S. SCALE= t - /z" • 1' - 0" N T.S. N T.s. BUSHING ASSEMBLY y tn .... SCA Z LE= HALF SIZE *Goo** *Goo** ; ' MIN. SHUTTER SEP MIN. SHUTTER SEPARATION • • • •.S 0 • FROM GL FROM GLASS. (SEE SCHEDULE - o • • FAST ETT 24" O.C. SHE S ANCE T ASTENER 24" O.C. SHEET 5 . DISTANCE TO BE • • • (SEE A�IC SCHEDULE °� a bM . • °' FOR AN AC FASTE SEE ANCHO SCHEDULE MEASUR D FROM BACK OF FASTENER 24" ANCHO i. f EPTABLE SEE ANCH SCHE 2'• MI OR ANY ACCEPTABLE SHUTTER BLADE OR FROM (SEE ANCH O SCHEDULE O.C. 2" MI U A OR ANY ACCEPTABLE ANCHOR). HANDLE WHEN MOUNTED FOR ANY ACCEPTABLE 0 0 1 ANCHOR). INSIDE. ANCHOR). '+C 'o C QgURE EXISTING I pS�RE EXISTING/ a N i AN�LE �J7 GLASS 6a O SHI�� W7 LASS 6a v��i 13 1 04 13 100' V J. Knezevich ® 14 O O 14 0 8 FL Ucense N 10983 (TYP.) (TYP.) (T (TYP.) - 6 -1/2" 9a 17 6 -1/2" ! SIN E ARM LOCKING e I SINGLE ARM LOCKING MECHANISM AT CENTE MECHANISM AT CENTER OR SIDE OF SHUTTER. OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED LOCK MAY BE INSTALLED 0 2 a ON INSIDE OR OUTSIDE ON INSIDE OR OUTSIDE OF SHUTTER P VIEW OF SHUTTER gal ONAL PtJ�N VIEW 0 1 SCALE= 3 . 1'-0- SCALEt 3" . r-o" SCALE= 3" . 1'-0- o g/4" MIN. 3/4" MIN. 4 SSEULY E FASTENER SCHE 1 -1/2" MAX. E FASTENER SCHEOU 1 -1/2" MAX. p 2 PTIONAL LOCATION o i l S S 4& F1 T C5 CONNECTION TM c 1 1 T 1" x 1" x 1 SSE BLY 1" x 1" x 1/8" REFERENCE ANCHOR 2 O ALUM. A LE W / PTIONAL I i i SCHEDULE FOR MAX. a ® 3/16 "0 OP ACCESS HOLE 3/16 "0 POP SPACING m 4 °a RIVET 6" O.C. EXISTING EXISTING L o STRUCTURE STRUCTURE O a + PROlDUCT REVISM o vt7i j OPTIONAL JOINT BE EE JOINT BETWEEN escsmNb'1KwfthdwFludh �� t DRILL 5/8 "0 HOLE FROM REM FIXED AND SEE SECTION B ON SHEET 3 REMOVABLE AND SEE SECTION L ON SHEET 4 g0idataCOde g= BOTTOM OF EXTRUSION q FOR COMPLETE INFORMATION FOR COMPLETE INFORMATION BEFORE ASSEMBLY FOR FIXED SILL FIXED SILL /lseePlara�Ala C -0 a O aim C5 CONNECTION WPE C4 CONNEC1tiON TM Es t&,� Baste 0 09/14/2005 c TRUSS HEAD BOLT (TYP.) REFERENCE ANCHOR REFERENCE ANCHOR BIZ ° SCHEDULE FOR MAX. SCHEDULE FOR MAX. o SPACING SPACING BY PLAN VIEW S PLAN SEMONT BNvbIOID, ' � O �� I c tlrawing ,,,, REMOVABLE FLOOR TRACK DETAIL O - %? W41. REMOVABLE FLOOR TRACK DETAIL 06-538 a SCALE 1 3 "m 1•- 0" SC = 9 "= 1•- 0" I sheet 2 of o EXISTING CONCRE MASONRY 11 CANT. - FOR LARGER SPANS EXISTING CONCRETE, MASONRY EXISTING CONCRETE, MASONRY ES OR WOOD STRUCTURE. SEE Z E TWO 2" x 5" AL. ANGLES OR WOOD 5TRUCT SEE OR WOOD STRUCTURE. EXISTING CONCRETE, MASONR (SEE SCHEDULE 1 TYPE C) SEE e °f ANCHOR SCHEDULE P. OR WOOD STRUCTURE. SEE C2 CONNECTION TYPE ANCHOR SCHEDULE, TYP. �* C2 CONNECTION ANCHOR SCHEDULE, TYP. ANCHOR SCHEDULE, TYP. REFERENCE ANCHOR REFERENCE ANCHOR a• a. MB , Cl CONNECTION TYPE SCHEDULE FOR MAX. 2" x 2" x .050" ALUM. TUBE m a� U p MS. REFERENCE ANCHOR SPACING BUT DO NOT TYP. TOP & BOTTOM W z SCHEDULE FOR MAX. o' 1 3{ V SPACING 5/8" MAX. SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACIN . o ,• a SPACING 1/4 -20 MACHINE BOLT W/ _ �' E ,,, ROLLER ASSEMBLY m Fo TYP EVERY OTHER P� BOTTOM) C4 CONNEC110N TYPE " T 12" O.C. (TYP., TOP w 1/2" F- w . F 1/2" REFERENCE ANCHOR ` �'' BO H o rj o N SCHEDULE FOR MAX. t7 N Q Ou,' m E- ° r w 0 1/4" MAX. SPACING 1/4" w 0 ,L 1/4" MAX. o N° E x 1/4" MAX. to t u z 1 MAX. EDGE z z Ogg ~ a atu .. DIST. < CLW z o � w O w o Q aw E TABLE 2 Q� a 1ni a� N 8 w G 5 ujkz SEE TABLE 2 �/► SEE TABLE 2 �+ A 'r m� m 3't O 00 F w�Q 3a 3Q A w m g C E SE &.TABLE 2 W a" „ F- a W o►- uxi pi - . N" s y • F -J - 3/16 POP RIVET 8 I n O - � - �y m N Z • • •p, • • . F- - OR 01 TEK SCREW x ZOW 8 �u G p S 8 �_ j w W ••• } „D80 • • O_ aj @ 6•• C. (TYP. <-0 GLp 7 O� V60 0%0 O ��` • • • : O ao OR DSOSOR 3 -3/4" MA =,gip 3 -3/16" . v► 4& 5 In u v o = i � z rr • • •: • • • f � 1" x SNGLE F 2 1 ECTION MAX. < 0:080 ' • W/ 16 POP 3/16 "� POP RIVET W law • • • • �� 1/4" MAX. S {Ql 6" O.C. 3 1 " O.C. (TYP.) 9/4" MA w w o In •••ia ••••Ki O� 1/4" W " F -+ "• • W / •� OPTIONAL FASTENE w - MAX. W MAX. • • ' •; LOCATION IN LIEU OF GLE ay � TOP &BOTTOM N 1 J " to SUPPORT - STAGGE • • ° • • • . . C2 CONNECTION TYPE CS NNECTION TYPE ANCHOR 1/4" OFF C TER REFERENCE C ANCHOR QR g C2 CONNEC110N TYPE O t; A I- M tn • R ERENCE ANCHOR CONNECTION REFERENCE ANCHOR .....y REFERENCE ANCHO REFERENCE ANCHO SCHEDULE FOR MAX. SCHEDULE FOR MAX. M" • . SCHEDULE FOR MA HEDULE FOR MAX. 1/2 SPACING PACING SCHEDULE FORM SPACING BUT DO NOT b ncn 3 •• SPACING SPACING 11 CONT. - FOR LARGER SPANS EXCEED 8 - 1/2" SPACING V "N W 5/8" MAX. E TWO 2" x 5" AL. AN LES 5/e" MAX. (SEE SCHEDULE 1 TYPE C� a /8" MAX. C w N O W M OC EILING/INSIDE MOUNT SECTION � BUILD-OUT MOUNT SECTION BUILD -OUT MOUNT SE N a ev• °` A S LEs 3" m r - B SCALES 3" . r-o" �C 3" . r 1 " 3" i " D S 3- . r j ccn N EXISTING CONCRETE MASONRY -1/2 -1/2' 4" x 1/8" 6063 -T6 ALUM. < v► OR WOOD STRUCTURE. SEE TING CONCRETE, MASONRY CONTINUOUS PLATE W/ � � c ANCHOR SCHEDULE, TYP. OR WOOD STRUCTURE. SEE I I THREE 1/4 "9b WOOD LAG o "' ANCHOR SCHEDULE, TYP. EXISTING WOOD , ©CONNECTION TYPE TRUSS OR RAFTER 01'. SCREWS WITH 2 -3/4" REFERENCE ANCHOR 24" MAX. O.t. w, MINIMUM THREADED E w SCHEDULE FOR MAX. Cl CONNECTION TYPE O PENETR. "T" IN WOOD I SPACING BUT DO NOT REFERENCE ANCHOR EXISTING WOOD OR WH EACH RAFTER OF TRUSS, EXCEEd 6 SPACING 1/4 -20 MACHINE BOLT W/ SCHEDULE FOR MAX. STUCCO FINISH I I I I ixw 24" O.C. MAX. WHERE V PJf ��� E 11 CONT. 11 CONT. NUT ?, OM 2 TYP. TOP & BOTTOM 12" O.C. (TYP., TOP SPACING MATERIAL =w PLATE EXTENDS FLUcenseNo 0443 1/2" BO T TT ~ IL BEYOND LAST TRUSS, & _ = 1/2" 1/2" 5/8" ROLLER ASSEMBLY w I.: 1/2" EXTEND PLATE TO NEXT TYP. EVERY OTHER P 1 TRUSS O L7 _ 1/2" MAX. 1/4" 11 CONT. TWO 1/4 -20 1/2" ® w O " #k14 SMS 24" MACHINE BOLTS 1/4 MAX. MAX. v TEK SCREW 0112" O.C. 1/4" MAX. BETWEEN TRUSSES z N V 0 2 0 0 6 t (TYP., TOP & BOTTOM) P z a� O aW D SEE TABLE 2 Ww m SEE TABLE 2 a yL Lp GLp 0� tn 8R D " ® ON aw OR D W � 9 -3/16 MAX. aQ " Jw O s ALT. ANGLE LEG DIRECTION. a's o SEE TABLE 2 p c REVERSED ANGLE LEG MAY Xy BE FROM ONE ANGLE OR FROM X= 2 - 7/8` in x x o o .ac BOTH ANGLES (TYP .). X O WN REFS 6 ENCE n ANCHOR g w� w SCHEDULE FOR MAX. 1/4" MAX. i SPACING BUT DO NOT 1/4" MAX. p - EXCEED 6- SPA CONT. 1/2" O c w 1/4" MAX. 16 PRODUCT' REVISE 1/2" 1/ " W O 1/2 EM BED. REF N N CE a°� the Fbdb 1/2" SCHEDULE FOR MAX. Cods _ a. 11 CONT. 11 CONT. REFERENC ANCHOR SPACING E A B cccept m� o O r EMBED. SCHEDULE FOR MAX. P /Z 09/14/2005 o SPACING ° 5/8" MAX. 5/8" MAX. EXISTING CONCRETE MASONRY AS Norm dry at NOTE r T o q T T OR WOOD STRUCTURE. SEE Cl, a, - MAYTBE U� SED pE TOP1L ANCHOR SCHEDULE, TYP. tvN4oa VI WOOD SOFFIT / 06 -538 a BUILD-OUT CTI MOUNT SECTION BUILD-OUT MOUNT SECTION FLOOR MOUNT SECTION sCALEs 3" . r-o" 3" . r - i f sheet 3 of 7 o EXISTING GLL,qS ■ STRUCTURE 5/6" MAX. OR DO `�'' Z g 2 "x3 "x1/4" c rn 6063 -T6 ALUM. ANGLE SEE TABLE 2 _ ��p c TWO 3/8 "0 POWERS M j {/1 &� $ CALK -IN 3 -3/4" O.C. DRILL 7/16 "0 HOLE °D g W/ 1-1/4 MIN. EMBED. = THREE-1/4"O 1 THRU BOLTS DRILL 5/16 " # HOLE = e W 8 a o IN 3 KSI CONC. a MIN. � WITH 4 -1/2" MIN. Tw ALUM. BEAM ( SEE BEAM 1.13" 8.75" W <'S EDGE DIST. OR FOUR SCHEDULE BELOW FOR X o. M F _ 1/4 "0 ELCO CRETE -FLE a BEAM DESCRIPTION & 'o a Q N o E w 0 3" O.C. W/ 1 -3/4" Tf - MAX. HORIZONTAL SPANS) a a E � MBEDMENT & 2 -1/2" EDGE 01ST. IN EACH 1/4 -20 S.S. MACHINE SCREW a r m cs � ANGLE & NUT ® 12" O.C. USE THRU c BOLT OR ACCESS HOLE AS l : 0 § .. m ?' SHOWN IN DETAIL (j) 1.50" tu - too 'Leg' 1.12° l � 1/4" X. � N � 1/4" MAX. 3. o° 6 0° 1/2" ® O I _ W • • m Z w 0 : cq z "•' • • • ' • • • ' ALT. LEG a Wes; ANGLE DETAIL USING CALK-IN ANCHOR I c I 1/4 -20 S.S. MACHINE SCREW &NUT z E" U • • • P. • 00 • • DIRECTION w = = V7 EMBED. ° o • �` , , . w IDU(n =U C# 12 O.C. PROVIDE 1 "0 ACCESS HOLE (aD° • • • • • • •. • F EtNyU SCALE = 3% 1• 0" BACK SIDE FOR FASTENING c • • • • " . .. SEE TABLE 2 3 �=X ° • OR f1001 u <�- x< STUC STUCCO FINISH 2b 1/ . MX. S.S. /4" PENTR. � �n ••• ••• �Z DRILL 5/16 "0 v, L IN CENTER OF STUDS N • • •' , • • • 8 X in ova HOLE tom• 3.00° 3.00° 3.00° too" 5/8" MAX. " o • , . ALM• BEAM & Q u►y U. 1" x 3.. x 1/8 OR � • • • 6063-T6 ALUM. TUBE • � SHUTS SCHEDULE o L 8 (MAX. DESIGN LOAD * 72 PSF) O ^ •.•• • •• • o a NM • • • �E6CRIP10�1 sSPAN SPAN (MAX. DESIGN LOAD* 72 M v � � o • • • » O TOP SUPPORT BEAM DETAIL O WALL MOUNT MOWN - USING ALUM. TUBE t en • , „ 1.50" 250" 3.00" 3.00° 2 50" SCALE. 3" 1' -0" 0 .� W � 0 0 • rl" x 5" 45 9 ' scALE. 3" • r - I b 1n r� �fw 8•_p" 8•_1- 3• o" EXISTING CONCRETE MASONRY V N " • Tf = .125" 10` -0" 7' -6" 11. OR WOOD STRUCTURE. N � RE. SEE 'C NOTE I. USE BEAM SCHE ULE FOR ANCHOR SCHEDULE. TYP. y N 2" x 8" 5'-0" 14' -0" DETAILS AN08J . Q, Q. N m Tw = .072" 8' -0" 11' -6" 2. SHUTTER SPAN TO BE LIMITED M tn Tf =.224" C4 CONNECTION TYPE TO THOSE SHOWN IN TABLE, SHEET S. O ANGLE DETAIL USING CRETE -FLEX ANCHOR 5/s „ MAX. .. < o 10' -0” 10' -4" 3. BEAM SPAN SHALL BE CONSIDERED SCALE a 3°. 1• - 0° REFERENCE OR MAX. � 5' -0" 15' -5" AS THE DISTANCE FROM fLOF SUPPORT .- °� 2" x 9" TO rL OF SUPPORT. SPACING Tw =.072" W -0" 12' -5" 1/4" Tf Tf = .224` 10`_0 11' -2" MAX. VV so �, SEE TABLE 2 Q� V. WIWOMI En" GLp SEE TABLE 2 GLASS G waa0 FL L(cense No.: 0983 OR D a caw�W DR DOOR a a 3/16"0 POP RIVET ® � W - N N w SEE TABLE 2 w �u OR #12 TEK SCR W = Z .�.� a w =�3 F i (p7 6" O.C. ITYP.� w m = o �- m a� e ;�!� = p �& a�',� NO 49 X006 i > >m Xa r +n Z ASSE SLY E pp RIygT _ -' QZ 8 X a E� O m M X661 EK SCREW � o� E 3/16 "0 POP RIVET o p 6" O.C. (TYP.) 1/4" T a .n C4 CONNECTION TYPE s In m TWO 3/8 "0 POWERS in 4 E IL REFERENCE ANCHOR MAX. z to ° C 1 V4�MI BED. 1 1 Q 3/16 "0 POP RIVET SCHEDULE FOR MAX. 0 AS MBL 4 SPACING IN 3 KSI CONC. is & OR OR #12 TEK SCREW I r v► O WITH 4 -1/2" MIN. (¢t 6" O.C. 1/4" /2 EDGE DIST. OR FOUR i MAX. Q fl a r a 1/4 "0 ELCO CRETE -FLE AL. BEAM (SEE BEAM OPTIONAL LOCATIO 3" O.C. W/ 1 -3/4" SCHEDULE ABOVE FOR CS CONNECTION TYPE S O ° _ DETAILS Tf MAX HORIZONPTALSP 3 IMBEDMENT & 2 -1/2" SPANS) REFERENCE ANCHOR DGE DIS . EDGE DIST, IN EACH - V� $ SCHEDULE FOR MAX. ANGLE 1/4 -20 S.S. MACHINE SCREW & SPACING Y a Tw 1" MIN. NUT p 12" O.C. PROVIDE 1 "0 i� EILING NSIDE MOUNT SECTION ACCESS HOLE IN BOTTOM OF FOR WOOD PLATE USE 1/4 "0 L SCALE= 3" m 1 -0" ACCES BEAM OR USE THR BOLT AS EMBED. S.S. LAG SCREW W/ 1 -3/4" - HOLE SHOWN IN DETAIL1 PENETRATION INTO WOOD �o. H PLATE (4 12" O.C. 'O = F 22" " !4" TWO 1/4 "0 S.S. LAG SCREW T'lEgOIBfl3C1f JI � m = a 606"3- 3 T ?lLUM. ANGLE PLYWOOD AND 24" O.C. MAX. W/ 1 -3/4" wcmpv th0 11NN 55//gg THREE -1/4 "O THRU BOLTS STUCCO FINISH PENETRATION IN CENTER OF 16ut ' 09/14/2005 STRURE MAX ALT. LEG DIRECTION 5/8" MAX EgXX����TT . STUDS a�scegs.s N ob - 4,1 -d5. c f 2 x 6 P.T. Explr 1.[o* Ito a �/2 qsL vir. ® WOOD PLATE (MAX. DESIGN LOAD * 72 PSF) (MAX. DESIGN LOAD* 72 PSH • C�03r05 uravamg ,,,. @ .BOTTO 1' M SUPPORT BEAM DETAIL @ WALL MOUNT SECTION - USING r X 6 P.T. WOOD PLATE DMsi 06 -538 a` SCALE+ 3" . T-9" K SCAM 3r . -07 sheet 4 of 7 o " MIN A MAXIMUM ALLOWABLE SPAN SCHEDULE A MINIMUM SHUTTER SEPARATION FROM GLASS (IN) c FASTENER 24" O.C. B B a (USE ANY �NCHOR IN L TYPE A TYPE B TYPE C TYPED L MINIMUM MINIMUM h c ANCHOR SCHEDULE) E NEG. DETAIL F DETAIL C E SEPARATION SEPARATION �. 8 1± cr 1 DESIGN ALL OR DETAIL DOUBLE FROM GLASS FROM GLASS 8 a� MOUNTING N d v C W/ 2 POSITIVE ACTUAL FOR FOR LOAD O ANGLE DETAIL E � �' CONDITIONS SINGLE ANGLE REQUIRED 9 -3/16" DESIGN SPAN INSTALLATIONS INSTALLATIONS (PSF) ©C &PZ REQUIRED 3 -3/4" MAX. B.O. LOAD (W) (FT - IN) EQUAL TO 30 G 30 ABOVE N g ��E #10 x 1/2 GALVANIZED SMS MAX. B.O. MAX. B.O. (PSF) ABOVE GRADE GRADE O • N o E O 1 3/16 "0 ALUM. POP RIVET (FT - IN) (FT - IN) (FT - IN) (FT - IN) (INCHES) (INCHES) 19 � u " x 1" x .055" • 1" x 2" x .055 "• 30.0 13 -1 12 -4 13 -1 12 -7 5 -0 2 -7/8 1 -1/2 mrn 1" 7 2" x 3" x.055" • 2" x 4" x .d!S" 38.0 13 - 1 11 - 0 13 - 1 11 - 2 7-0 2 - 7/8 1 -5/8 �� • ° o = 8 OR 2" x 5" x .12 AL. ANGLE N m 40.0 12 -11 10 -8 12-5 10 -11 +MQ4�.. ®o 30.0 8 - 0 2 -7/8 1 -5 /e 48.0 12 -4 9 -9 10 -4 10 -0 11_0 3 2 -1 /BN «� 52.0 12 -1 9 -4 9 -7 9 2 C13 r o • • • 13-1 3 -3/4 2 -3/4 , � a O: iS • e • •• 56.0 11 - 11 9-0 9- 0 9- 3 5-0 2 -7/8 1 -1/2 :4 H u see* LE, i•••!� ' • ®1'-C' 11 - 7 6-7 6 - 7 6 - LO p �• • • 7 - 0 2 -7/8 1 -5/8 .0 MIN •'•••• •••• " 63.3 11 -6 8 -6 8 -6 8 -8 40.0 8 - 0 2 -7/B 1 -5/8 • • FASTENER 24" O.C. 'O �s o • ••e••e JJ 10 - 11 8 - 3 8 - 3 8 - S 11 - 3 2 - 1/4 • • • • • • • • • • ANCHOR SCHEDULE) 67.5 10 - 9 8 - 3 6 - 3 8 - 5 6 99:0 '• •• o•• :•• 71.2 10 -3 8 -0 8 -0 8 -2 12 -11 3 -3/4 3 W c "'> • •• • 75.0 9 -8 7- 8 7- 8 8 -0 5- 0 2 -7/8 1 -1/2 rA • 7 - 0 2 -7 /B 1 -5/8 i•e••y s o** : •• a 81.4 8 - 11 7 - 0 7 - 0 7 - 4 N N � � #10 x 1/2" GALVANI MS H c • e • OR 3/16 "# ALU RIVET 86.8 8- 5 6- 7 6- 7 6- 10 50.0 8- 0 2 -7/8 1 -3/4 O v N M • •• ca18 "O.C. 91.4 8 -0 6 -3 6 -3 6 -6 11 -0 3 2 -1/2 o� G •• 1" " 5" 1" x 2" X.055". 100.0 7- 3 5-9 5- 9 6- 0 12-2 3 -3/4 3 N e w en e•••• ••• • • " x .055 2" X 4" x .0 §5" O •. ' OR 2" x 5" x .12 AL. ANGLE 110.0 6- 7 5- 2 5- 2 5- 5 5- 0 2 -7/8 1 -1/2 0 0 120.0 6- 1 4- 9 4- 9 5- 0 7-0 2 -7/8 1 -5/8 cv 130.0 5 -7 4 -5 4 -5 4 -7�� @ SCALE: ALT. CLOSURE DETAIL 140.0 5- 2 .4 - 1 4- 1 4- 3 60.0 8- 0 2 -7/8 1 -3/4 3• . r - 11 - 0 3 1 -3/4 M h 150.0 4 -10 3 -10 3 -10 4 -0 1 "x 2 " x 1/8" 11 - B 3 -3/4 3 ,..� ALUM. ANGLE o 160.0 4- 6 3- 7 3- 7 3- 9 < C 0 2 -7/8 1 -1/2 c cn of 170.0 4 -3 3 -4 3 -4 3 -6 c ;� 3 #10 TEK SCREWS 2 -7/8 1 -5/8 r .� OR 3- 3/16 "0 ALUM. ° 8 NOTESa 70.0 8- 0 2 -7/B POP RIVETS (TYP.) 1 -7/8 x y F- ° "9b I 2" x 2" x 1/8" #10 TEK SCREW OR 3/16 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON 3 2 -1/4 m ALUM. TUBE ALUM. POP RIVET @ 24 O.C. MOUNTING CONDITION IN FIELD. V. Knezevidi j 6063 -T6 ALLOY (TYP•) 10-4 3 2 -5/8 P�ormsional� E TW 5 O 1/4 "# FASTENERS 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE (FLLkm�seNo: 00 3 EACH ANGLE ((SEE ANCHOR NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE - 0 2_7/g 1 -1/2 L f TO 9a ANCHOR E FOR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. 7-0 2 -7/8 1 -3/4 al 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE 80.0 8-0 2 -7/8 1 -7/8 o NOTE: MAX. SHUTTER SPAN. 11-0 3-1/8 3 -1/8 v EITHER CONDITION MAY BE TYPICAL 12-1 4 4 N 0 9; 2 0 0 6 s FOR EITHER SIDE 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE 5-0 2 -7/8 1 -1/2 MIN. SHUTTER SEPARATION FROM GLASS. 0 '- 7-0 O 2 -7/8 1 -3/4 ! O CORNER CLOSURE DETAIL o P SCAM 3" a r - Z 90.0 8-0 2 -7/8 2 s C aP 11-0 3 -3/8 3 -3/8 $ 0 tn o MIN. SHUTTER SEPARATION a v► J 11 - 6 3 -7/8 4 O c $ 2" x 2" x 125" FROM GLASS `SEE SCHEDULE �► m c r' ALUM. ANGLE CONT. SHEET 5) W F 5-0 2 -7/8 1 - 1 / 2 . 0.062 THICK a " �- / JW 7-0 2 -7/8 1 -3/4 O c RECESSED SILL F X a� m 3105 -H32 OR o 0 100.0 8_0 2 -7/8 2 6063 -T6 ALUM. y o 0 / 10 0 0 ALLOY (1/8 BELOW aW 9-0 3 2 -3/4 Y 1/4 -20 TRUSS HEAD CONCRETE) X EX a - / BOLTS & NUTS W/ Wtn 10-3 3 3 m 900 9a LOCK WASHERS ({3 E V) / 1/4" MAX. PRODUCT REVISED a 1 -1/4" a 6 . a XISTING STRUCTURE as compbrIngv1ththe Florift c ° MIN. 3,000 PSI CONCRETE BddfOCo ` 09/14/2005 c EXISTING STRUCTURE • ONCRETE FASTENER 8" O.C. Amopixcc¢ N00 .0 •0 HALF OFOB ° ANY SCHEDULED FASTENER IS mzp aDate ° 20)?. AS NO TED m at °.. 8 USE MALE OR FEMALE AS ° a ACCEPTABLE K K -` REQUIRED 1Dad @me8 �. a O ALT E 3ORNER CLOSURE DETAIL R FLOOR MOUNT D D0° 06 -538 SCALE, 3" . r -o" sheet 5 of 7 o OWE; ti OR SCHEDULE X22 o ? 0, � �? F MA3 MUM SPACING ONC8E5) UIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD . r EDGE DIST MIN. 3° EDGE DISTANCE o o, (W) SPANS UP TO AMC 110 7 \ UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO w P.S.F. 5' -8' 8' -0" 9 13' -1' 5' -8" 8' -0" H- ANCHOR TYPE MAX. (SEE NOTE 1) (SEE (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) r r g x (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE O o N .° E = NOTE (SEE NOTE 3) OTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) � V X09 1) C1 C2 C3 C4 CS C 2 C CS C2 C3 C4 C5 Cl C2 C3 Cl. CS C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 IE s 45.0 92 12 12 12 7 12TWI 121 8 2112112 7 4 101 5 1 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 0 ff°' 8 ; m 57.0 12 12 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 4 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 *0 I � M ® W E ° 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 cj t y • • • • V4"0 ITW TAPCON W/ m rn m W • •• 1-1/4° MIN. EMBEDMENT 105.0 10 5 5 5 3 8 3 4 8 3 4 8 3 4 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 � 3 • of s ee * O e A - •••• a •• • 3,100 170.0 8 3 4 8 3 4 8 3 4 8 3 4 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 2! U o 9 •••• • • • 0•• 0000 000 • 45.0 12 12 12 92 9 12 12 12 9 6 12 12 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12112 12 10 12 12 12 12 9 12 11 11 9 6 • • •• 0 • •••••s 57.0 12 12 12 10 7 12 12112 7 4,2112112 6 1 4 112 5 4 41 3 12 12 12 12 11 12 12112 12 8 12 12 12 10 7 121 6 61 71 5 *see � •. • • • • • V4 "O POWERS CALK4N 3. 12 12 12 8 5 12 9 9 5 4 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 • • • • • • • • • • • • • W/ 7/8" EMBEDMENT • • 61/4 -20 STAINLESS 0 12 9 8 5 4 12 5 4 2 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 5 150 ^" **e • • • • • STEEL MACHINE • • •i•••i 0 000• • (NIINN. BAN PS.L 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3112 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 •••••X 47 • • 96.09• 45.0 12 12 12 10 6 12112 12 7 4 12 12 12 6 4 8 4 4 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 0000 • •• 00*900 O i •• • 0 • •0 0 • •• 57.0 12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 3 12 12 12 10 6 12112112 7 4 10 8 9 6 3 7 ,, 4 G U)wg • •• • V4 "0 POWERS 73.0 11 11 11 6 3 8 4 4 4 7 3 3 4 6 3 12 12 12 7 4 9 5 5 5 3 8 3 3 4 7 4 b q M ••••• •99• • • ZAMAC O • • NAtt - IN W/ 1 - 1/8° 105.0 8 4 4 4 6 3 b 3 6 3 9 5 4 5 3 7 4 7 4 7 4 U p OJ N �' • MIN. EMBEDMENT y pm 3A00 P.S.L 170.0 6 3 6 3 6 3 6 3 7 4 7 4 7 4 7 4 Q i� " N V * 45.0 12 12 12 12 11 12 12 12 12 7 12112 12 11 6 92 8 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12112 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 " � v / 1/4 "m ELCO MALE/ tn a FEN LMATE" W/ 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 J .% MENT I V4 -20 M 105.0 12 7 7 7 4 11 4 6 3 11 4 4 6 3 11 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 92 4 4 7 4 O SCREW WITH 4 4 C C M 01lIIN. 3.3� P&L 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 92 4 4 7 4 12 4 4 7 4 12 4 4 7 4 r :; 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 = (�' o .0 12 12 12 12 8 12 12 12 9 6 1 12 1 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12112 12 7 12 12 12 10 7 12 6 5 7 4 V J. Knmevich p 73.0 12 12 12 10 6 1 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 O"°I 0 X CO ON FLUC N 1M3 "T B C O N O 12 8 8 7 4 1 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 0m. 3,m c c �9 D 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 r 45.0 12 12112 12 11 12112 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 57.0 12 12112 12 8 12 12112 9 6 12,12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 7 12 12 12 10 7 12 6 5 7 4 N 2 0 0 6 0 1 /4 "o3 /FLEX 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 Q F ED 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3112 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 0� j pbD1 3,330 FS I oONC 170.0 12 4 4 6 3 12 4 4 6 3]F12 4 4 6 3 12, 4 4 6 3 6 5 7 4 92 6 5 7 4 12 6 5 7 4 6 5 7 4 g in Ro 0 g ANCHOR SCHEDULE cc � O FASTENER MAIOMUM SPACING ONOIES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS - ° m c LOAD MIN. 31C EDGE DISTANCE .> (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO ~ P.S.F. 5' -8" 8' -0" 9' -0 13' -1" j ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1 ) (SEE NOTE 1) a rq (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE m V NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) SEE PAGE 7 FOR ANCHOR NOTES a 8 1) Cl I C2 I C31 C4 C5 Cl I C2 I C3 C41 C5 Cl I C2 C31 C41 C51 Cl I C2 C3 I C41 C5 IRODUCTRE " 45.0 12 1121121 9 7 112112112 6 5 12 12 1215 14 12 9 9 3 3 momtetbFlmft 09/14/2005 57.0 12 1211217 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 W/ A Code 1/4 °O WOOD LAG 1_8/4" MIN. THREAD 73.0 12 121121 5 4 12 9 9 3 3 12 6 6 3 12 5 4 3 ,. tese N® O - O Z O .O AS NOTED Mma ° �tZ �� o PENETRATION SHEAR 105.0 12 9 8 3 3 12 5 4 3 12 5 4 3 12 5 4 3 c P T w� � P. 170.0 12 5 4 3 12 5 4 3 12 5 4 3 12 5 4 3 By PiD, $ a� 06 538 IL sheet A Of 7 i • o �Mcq u z ANCHOR SCHEDULE I mp ASTRR MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS , LOAD MIN. Y EDGE DISTANCE MIN. 3 EDGE DISTANCE a $ u %j (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO � $ I C E P.S.F. 5' -8" 8' -0" W -0" 13•_1•' S' -8" 8' -0" 9' -0 13•_1 5 - � F; ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1 ) (SEE NOTE 1) m to (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE N E h NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) d � c U 1) C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C7 C2 C3 C4 CS C1 CZ C3 C4 CS C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 �jj m w �w o= 45.0 12 12 12 7 4 9 9 9 5 3 8 8 8 4 5 3 3 3 12112 12 8 5 10 10 10 6 3 9 9 9 5 3 6 3 3 3 57.0 10 10 10 5 3 7 7 7 4 6 5 5 3 4 11 11 11 6 4 6 8 8 4 7 5 6 4 5 3q M 1/ 73.0 7 7 7 4 5 3 3 3 4 4 8 8 8 5 3 b 3 3 3 5 3 5 3 orA Cm u _ 4 "0 ITW TAPCON W/ U ••••• 1 -114" MIN. EMBEDMENT 105.0 5 3 4 4 4 6 3 3 3 5 3 5 3 5 3 •••• •• • 0 •••• 170.0 4 4 4 4 5 3 5 3 S 3 5 3E' U a • •••• • • o • • 45.0 12 12 12 7 5 11 11 11 5 3 10 10 10 4 3 7 3 3 3 12 12 12 12 7 12 12 �12 8 5 12 12 12 7 4 8 4 4 5 3 •••••• •••• • • = •• • o•e••s 57.0 12 12 12 6 4 9 9 9 4 8 6 7 3 5 12 12 12 9 5 11 11 11 6 4 10 8 9 5 3 7 4 • •••• •• •• •• 73.0 10 10 10 4 3 7 4 3 3 6 3 5 12 12 12 7 4 9 5 4 5 3 8 3 3 4 7 4 C •••:$ i •• • • i••i•• V4 "0 POWERS CALK -94 see" W/ 7/8" EMBEDMENT 105.0 7 3 3 3 S 5 5 8 4 4 5 3 7 4 ? 4 7 4 I.. •••••i •••••• 31/4 -20 STAINLESS • • • • •••• STEEL MACHINE SCREW 170.0 5 5 5 5 7 4 7 4 7 4 7 4 2 CI h i••••� • ••�••• 45.0 12 12 12 7 4 8 8 8 5 3 7 7 7 4 5 3 12 12 12 9 5 9 9 9 6 3 8 8 8 5 3 6 3 3 3 Z U� •�•• g •••••• •••••• 57.0 9 9 9 6 3 6 6 6 4 6 4 5 3 4 10 10 10 7 4 7 7 7 5 6 5 6 4 4 3 C/1 pa Id M •• • •• : •••• 1/4 "0 POWERS 73.0 7 7 7 4 5 3 3 4 4 8 8 8 5 3 6 3 3 4 5 3 4 3 •••••' •••• • • ZAMAC V '�' k+ r • •••• • MAIL IN w/ 1 - V8" F45.0 5 3 4 4 4 5 3 3 3 4 3 4 3 4 3 V cV MIN. EMBEDMENT 4 4 4 4 4 3 4 3 4 3 4 3 12 12 12 9 5 12 12 12 6 4 11 i1 11 5 3 8 4 4 3 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 4 4 z 12 12112 7 4 10 101101 5 3 9 7 8 4 6 3 12 12 12 e 5 10 10 10 5 3 9 7 8 5 3 6 3 �M h x AELE/ 73.0 11 11 11 5 3 8 4 4 3 7 3 3 3 6 3 12 12 12 6 4 8 4 4 4 7 3 3 4 6 3 J ^ FEMALE"PANELMATE" W/ p 1 -1/4 MIN. EMBEDMENT 105.0 8 4 4 3 6 3 6 3 6 3 8 4 4 4 6 3 6 3 6 3 .r M d. 1/4 -20 MACHINE O SCREW WITH NUT 170.0 6 3 6 3 6 3 6 3 6 3 6 3 6 3 6 3 ' co 45.0 12 12 12 10 5 11 11 11 7 4 10 10 10 6 3 7 3. 3 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 8 4 4 5 3 m 57.0 12 12 12 8 4 9 9 9 5 3 8 6 7 5 5 3 12 12 12 10 5 11 11 11 7 4 10 8 9 6 3 7 4 V J. KnezeviCh �Ex N/ 73.0 10 10 10 6 3 7 4 3 4 6 3 5 3 12 12112 7 4 8 5 4 5 3 7 3 3 4 7 4 I FL LicNor9 IM3 I W.11- - 170.0 5 3 3 3 5 3 5 3 5 3 7 4 4 4 3 7 4 7 4 7 4 [ 45.0 12 12 12 10 5 11 11 11 7 4 10 10110 6 3 7 3 3 4 12 12 12 12 7 12 12112 9 5 12 12 12 8 4 8 4 4 5 3 57.0 12 12 12 8 4 9 9 9 5 3 8 6 7 5 5 3 12 12 12 10 5 11 11 11 7 4 10 8 9 6 3 7 4 N� 0006 1 /4 ",5L / �RE�TF N FLEX 73.0 10 10 10 6 3 7 4 3 4 6 3 5 3 12 12 12 7 4 8 5 4 5 3 7 3 3 4 7 4 Q EMBEDMENT 105.0 7 3 3 4 5 3 5 3 5 3 8 4 4 5 3 7 4 7 4 7 4 tn O m 170.0 5 3 5 3 5 3 5 3 7 4 7 4 7 4 7 4 g tm c cc 0 O Ch ANCHOR NOTES' O 9 y r 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. .� Ile A O IN T E AB U 1, M SHUTTER SPANS FOR SPEC1faC LOADS MUST BE LpNRED TO 71105E 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD $TUD. 3/4" �a 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE a EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER PHILLIPS PAN HEAD OR HEX HEAD. a -= Y THAN OR EQUAL TO SHUTTER SPAN. V / 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. f). BASE AND MAY HAVE EITHER A PAN H E TRUSS HEAD OR WAFER �19fl1CD RIrVISEA o� j REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF HEAD (SIDEWALK BOLT). U.O.N. = pbfnzwM eF& EXISTING STRUCTURE AND APPROPRIATE CONNEECCTION TYPE. SEE MOUNTING Code o = IL SECTION DETAILS FOR IDENTIFICATION OF ONNECTt ON TYPE. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. Amp N 07 b -Za -0 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' ® Dsi1e 20 JZ, am" 09/14/2005 2 0 RECOMMENDATIONS. 10. A DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE ,,,,y e S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. SCREW, NUT OR WASHERED WINGNUT. AS NOTED MCR 10 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING yyOOp FRAMING f�ONDIT10N5 11. FOR BUILD-OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED R� SCI � yKj MK 42 42 VARY. FIELD VERIFY THAT FASTENERS ARE INTb ADEQUATE WOO FRAMING MEMBERS N IP EC WOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 12. FOR D BUILD -OUT MOUNT SECTION E@ ANCHOR SPACING SHALL NOT EXCEED 06 -538 a sheet 7 of -7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 122231 Permit Number: WS -8 -09 -1370 Scheduled Inspection Date: August 26, 2009 Permit Type: WindowslShutters Inspector: Bruhn, Norman Inspection Type: Shutter Final Owner: FREDERICK, NORMA Work Classification: Shutters Job Address: 500 NE 90 Street Miami Shores, FL Phone Number Parcel Number 113206020001 Project: <NONE> Contractor: RECOIL ALUMINUM PRODUCTS INC Phone: (305)688 -8687 Building Department Comments INSTALLATION OF 18 WHITE ACCORDION SHUTTERS Inspector Comments Passed r Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 25, 2009 For Inspections please call: (305)762 -4949 Page 17 of 32