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WS-15-2558 Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 Expiration: 04/11/2016 Project Address Parcel Number Applicant 479 NE 102 Street 1132060170840 HENRIQUE SOUZA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell HENRIQUE SOUZA 479 NE 102 Street (646)320-4171 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 1,550.00 AC SHUTTERS AND AWNINGS INC 305-799-2068 Total Sq Feet: 0 Type of Work:PANELS DIRECT MOUNT 5 OPENINGS Available Inspections: No of Openings:5 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoice# WS-10-15-57361 $2.25 10/14/2015 Check#:2353 $ 116.70 $50.00 DCA Fee $2.25 Education Surcharge $0.40 10/08/2015 Check#:2345 $50.00 $0.00 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $166.70 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 s me responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECT AL, LUMBING,ME ANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFI VIT: certi t e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a zonin . Fu a uthorize the above-named contractor to do the work stated. October 14, 2015 Authoria6d Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy October 14,2015 1 LIV)'r Miami Shores Village' Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 '` "[ k, ; y FVR C201 ,,f __ BUILDING Master Permit No. (ij - �L S PERMIT APPLICATION Sub Permit No. F—]BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSIONRENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS 0 CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS '7'1,V,57 JOB ADDRESS: Ago —1 �� 16".5. $ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: a �tz VOO Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name(Fee Simple Titleholder): N �lyC hone#: f�c'�G Address: /V � Z- S� /'' 2 City: �' GS State: 1O ` Zip: 7 Tenant/Lessee Name: Phone#: Email: �1 CONTRACTOR:Compan Name: '4C AtPhone#: /-7 Address: 1 O City: State: Zip: Qualifier Name: 1 OAPhone#: State Certification or Registration#: �7 CG�43�����17 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ AS SV Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 67 C, B tj V-r Specify color of color thru tile: _\ Submittal Fee$ Permit Fee$ ` - CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ .� (Revised02/24/2014) , 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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 —A OWNER or AGENT C NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 / day of �'� T 20 �r by �, — "A"'"`Irl P4� (I\/( Ayr�h0 is p nally known Y(!��1�A c . D L01,=,who kpersonally known to me or who has produced as me or who has produced as { identification and whjAMY PFF438!N tification and who did take an oath. QUIDA JA NOTARY PU C: COMMISSIONARY PUBLIC: EXPIRES:August Sign: Print: Print: Seal: Seal: Af :� zjn" EE2�266 51,22,2016 �'•.�,°;,;;°`'� �1�'rra.d`,ARv1':NOiARY.com APPROVED BY Q tS Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Invoice# Date# f f 8190 WEST 26TH AVENUE.•HIALEAH,FL 33016 OFFICE:(305)828-1444•FAX:(305)828-7082•(954)583-5555 Accordion Shutters•Storm Shutters• Bahama Shutters•Aluminum Awnings•Canvas Awnings Retractable Awnings-Aluminum Roofs•Screen Patios-Hand Rails•Windows•Doors Garage Doors-Roll-Up Screens and Shades-Custom Items ° www.acshuttersandawnings.net ; )Id To: , . -,_ .._ 17 ALL MAJOR ]dress: r " CREDIT CARDS ACCEPTED ty: `F =� � = R SCC 131149617 gone: I ] i rk: CC 028SO0941 J ' ;3 PRICE: S � e � CREDIT SCRIPTION: TAX; $ CARD PERMrrPRICE: $ f ,jx CHECK TOTAL PRICE: DEPOSM WILL MAIL MPLETION: $ PAYMENT �r c . ✓ ' f dt `NdXCUstofneGfM/ehaveeadth t dba of the foregoing contract Ranresentative r 7_7 _�j _.. .........,_.... ... „ - ... .. - 001952 -- ----'-- oo Local B Miami— 1IS111�SS �a)f��G�E'1� Dade County, Stag -THIS IS NOTA } A BJLL =.DQ'NdTPAY' Y 5480041 ` BUSINESS NAME fLOCATION- AC SHUTTERS AND AWNINGS INC n RECEIPT N 8190 W 26 AVE REIUEWA HIALEAH FL 33016 5779�g EP +�srr�ess CL� tef l �r'P OWNER ` 1 AC SHUTTERS AND AWNINGS INC SEc.Tvr OF susl► s Y Worker(s) 1,' 196 $PECrALTY Bull[1IN PAYMENT IiECE11/ g SGC131141617 V, R TAX CQ'LLECTd!0, This Local Business Tax=Re 00 0-9 ,I O/2(Ir5l' EDITCARD-15 X45142 permlY,or a certif'cation of the holder squill f cations t rRi 6 irrnsP ymetthothalocalBusmessTax The Recei Ir's not a h w or nongovernmental regulatory laws and re uirement "' tsrness. Holdergtuom q uihrG i a C to the be!., ss Ply Wi�an cense, The RECEIPT N0.above-must be displayed on all commercial velli fes_ Y goveriirnenial Formore information,vlstf vvww a-276 fi - •: miamidade ov eatYecl � '.,�,; _ - MIK'r\C)\.u 1 1, V\IVCI�IVVK STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD - SCC 131149617 The SPECIALTY STRUCTURE CONTRACTOR. Named below IS CERTIFIED `fitD � Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 COLON,ARMANDO R AC SHUTTERS AND AWNINGS INC 14995.NW 87 CT , HIALEAH FL33018 ISSUED: 07/28/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1407280001180 Oct 06 15 02:35p WILVER ALMARALES 305-382-6777 p.1 ACORO® F -DATE(MIN/DD/YY) E ---_l RTIICATE OF LIABILITY INSURANCE 101o6/15 P'RODUC14t WAM Insurance Agency THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 10637 SW 88th St.Ste 7-1 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Miami,FL 33176 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW._--_ Phone (305)274-4353 Fax (305)2749994 INSURERS AFFORDING COVERAGE NAIL# INSURED A C Shutters,And Awnings, Inc. INSURERA SCOTTSDALE INSURANCE CO j INSURERBt , 9811 NW 80 AVE. _... .. - Hialeah Gardens, FL 33016 INSURER-D: .. L. -.... _ . INSURER E:... COVERAGES I INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDMON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDMONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADp'L TYPE OF INSURANCE POLICY NUMBER IPOGCY EFFECTIVE POLICY EXPIRATION IRTL�_ _S I DATE(MMIDDIYY). LIMITS _ GENERAL LIABILITY EACH OCCURRENCE 1,000,000 III COMMERCIAL GENERAL LIABILITY DAMfiGE Tb RENTED 100,UQ0 CPS2246759 08/26/15 08/26/16 PREMpSEs_(Eaaccurence) - [.7 -� CLAIMS MADE Jj OCCUR MED EXP(Any oneperson) 5,000 __........... . _.._ _._...__.._-_ ...___..- - A 1 I [_] PERSONAL&ADV INJURY 1,000,000 j ❑ GENERAL AGGREGATE 2,000.00D PRODUCTS-COMPIOP AGG GEN'L AGGREGATE LIMIT APPLIES PER: 11000,000 [V] POLICY ( . PROJECT I_.] LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT i ANYAUTO I (Ea accident) ALL OWNED AUTOS BODILY INJURY U SCHEDULED AUTOS ; (Per❑ person)--. - HIREDAUTOS NON OWNED AUTOS I BODILY INJURY (Per accident) PROPERTY DAMAGE I. —• —_-- (Per accident) GARAGE UABIUTY AUTO ONLY-EA ACCIDENT U ANY AUTO -- ---_-- OTHER THAN EA ACC .... .. AUTO ONLY. --- - .__. _ __. ... . ... EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE OCCUR I J CLAWS MADE AGGREGATE �I- ) DEDUCTIBLE L . RETENTION S - WORKERSCOMPENSATION AND - __...-.---._.....---._..._ !......._..._.._....___-__... . _...... . ......_.._ EMPLOYERS'LIABILITY ; [__ WC STATU- 1OTH- _.. ANY PROPRIETOR I PARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? If yes,describe wider E.L.DISEASE-EA EMPLOYEE SPECIAL PROVISIONS_below_ ------- E.L.DISEASE-POLICY LIMIT OTHER —...._._._._..._..__. DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENTI SPECIAL PROVISIONS —— HURRICANE SHUTTERS INSTALLATION -ARMANDO COLON -LIC#SCC131149617 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL VILLAGE OF MIAMI SHORES 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLOER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY 10050 NE 2 AVE OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. MIAMI SHORES,FL 33138 i AUTHORIZED REPRESENTATIVE •305-756-8972 : WILVER ALMARALES ACORD 25(2001106)QF ©ACORD CORPORATION 1988 Date CERTIFICATE OF LIABILITY INSURANCE 10//2015 Producer: Plymouth Insurance Agency This Certificate is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or alter the coverage afforded by the policies below. (727) 938-5562 Insurers Affording Coverage NAIC# Insured: South East Personnel Leasing, Inc. &Subsidiaries Insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages The policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement,term or condition of any contract or other document with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to all the terms,exclusions,and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR ADDL Policy Effective Policy Expiration LTR INSRD Type of Insurance Policy Number Date Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Damage to rented premises(EA Claims Made ❑ Occur occurrence) Med Exp General aggregate limit applies per: Personal Adv Injury Policy ❑Project [JLOC General Aggregate Products-Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit Any Auto (EA Accident) All Owned Autos Bodily Injury Scheduled Autos (Per Person) Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 x I WC Statu- OTH- Employers'Liability tory Limits ER Any proprietor/partner/executive officer/member E.L.Each Accident $1,000,000 excluded? NO E.L.Disease-Ea Employee $1,000,000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits $1,000,000 Other Lion Insurance Company is A.M.Best Company rated A-(Excellent). AMB#12616 Descriptions of Operations/LocationsNehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 81-65-966 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company": AC Shutters and Awning,Inc. Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in:FL. Coverage does not apply to statutory employee(s)or independent contractor(s)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: ARMANDO R.COLON LICENSE#SCC 131149617 AS QUALIFIER.ISSUE 10-08-15(TLD) in Date 2/13/2012 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES Should any of the above described policies be cancelled before the expiration date thereof,the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to do so shall impose no obligation or liability of any kind upon the insurer,its agents or representatives. 10050 NE 2ND AVE MIAMI SHORES, FL 33138 r �✓�� i a . . . . 00, Ck • i • OCT 082015 1041 O 321 l 00 a l -X 39 O , n �� �,P: �r F,u!t_s,��n ASCE 7-10 Design Wind Loads REGIONAL WIND LOAD CHART EaSySeOtS SOUTH FLORIDA EDITION- For Wall Components Fr Cladding ASD Load Combination Coefficient: 0.6 Kzt= 1.0 easy'seals.corn Wind Pressures[psf]for use with Allowable Stress Design Enclosed Bldg: GCpi=f0.18 Kd= 0.85 /3roward,Palm Beach /3roward,Palm beach(Coast) Mi de Miami-Dade(Coast) Florida/let's(Coast) Wind Speed: 170 mph Wind Speed: 170 mph LdS�p eed: 175 m Wind Speed: 175 mph Wind Speed: 180 mph Exposure Category'C' Exposure Category'D' E Cate o 'C' Exposure Category'D' Exposure Category'D' All Triburary Areas All Triburary Areas All Triburary Areas All Triburary Areas All Triburary Areas Mean Mean Mean Mean Mean Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Height Interior Corner Height Interior Corner Height Interior Corner Height Interior Corner Height Interior Corner up to: + - + - up to: + - + - up to: + - + - up to: + - + - up to: + - + - 15 ft +37.8-41.0 +37.8-50.6 15 ft +45.9 -49.8 +45.9-61.4 15 ft +40.1 -43.4 +40.1 -53.6 15 ft +48.6-52.7 +48.6-65.1 15 ft +51.4-55.8 +51.4-68.9 20 ft +40.2-43.6 +40.2-53.8 20 ft +48.2 -52.3 +49.2-64.6 20 ft +42.6-46.2 +42.6-57.0 20 ft +51.1 -55.4 +51.1 -68.4 20 ft +54.1 -58.6 +54.1 -72.4 25 ft +42.1-45.7 +42.1 -56.4 25 ft +50.1 -54.4 +50.1-67.1 25 ft +44.6-48.4 +44.6-59.7 25 ft +53.1 -57.6 +53.1 -71.1 25 ft +56.2 -61.0 +56.2 -75.3 30 ft +43.7 -47.4 +43.7 -58.6 30 ft +51.7 -56.1 +51.7 -69.3 30 ft +46.3 -50.3 +46.3 -62.1 30 ft +54.8-59.5 +54.8 -73.4 30 ft +58.0-62.9 +58.0 -77.7 35 ft +45.2 -49.0 +45.2 -60.5 35 ft +53.2-57.7 +53.2-71.2 35 ft' +47.9 -51.9 +47.9 -64.1 35 ft +56.3 -61.1 +56.3 -75.4 35 ft +59.6-64.6 +59.6-79.8 40 ft +46.5 -50.4 +46.5 -62.2 40 ft +54.4 -59.0 +54.4-72.8 40 ft +49.2 -53.4 +49.2 -65.9 40 ft +57.6-62.5 +57.6-77.2 40 ft +61.0 -66.2 +61.0 -81.7 45 ft +47.6-51.7 +47.6-63.9 45 ft +55.5 -60.2 +55.5 -74.3 45 ft +50.5 -54.8 +50.5 -67.6 45 ft +58.8-63.8 +58.8-78.8 45 ft +62.3 -67.5 +62.3 -83.4 50 ft +48.7 -52.8 +48.7 -65.2 50 ft +56.6 -61.3 +56.6-75.7 soft +51.6-56.0 +51.6-69.1 50 ft +59.9-65.0 +59.9 -80.2 Soft +63.4 -68.8 +63.4 -84.9 55 ft +49.7 -.53.9 +49.7 -66.5 55 ft +57.5 -62.4 +57.5 -77.0 55 ft +52.7 -57.1 +52.7 -70.5 55 ft +60.9-66.1 +60.9 -81.6 55 ft +64.5 -69.9 +64.5 -86.3 60 ft +50.6 -54.9 +50.6-67.8 60 ft +58.4 -63.3 +58.4-78.2 60 ft +53.6 -58.2 +53.6 -71.8 60 ft +61.9 -67.1 +61.9 -82.8 60 ft +65.4-71.0 +65.4-87.6 70 ft +47.8-47.8 +47.8-87.7 70 ft +54.9 -54.9 +54.9-100.6 70 ft +50.7 -50.7 +50.7 -92.9 70 ft +58.2-58.2 +58.2 -106.6 70 ft +61.5 -61.5 +61.5 -112.8 80 ft +49.2 -49.2 +49.2 -90.2 80 ft +56.2 -56.2 +56.2 -103.0 80 ft +52.1 -52.1 +52.1 -95.6 80 ft +59.5 -59.5 +59.5 -109.1 80 ft +63.0-63.0 +63.0-115.4 90 ft +50.4-50.4 +50.4 -92.5 90 ft +57.3-57.3 +57.3 -105.1 90 ft +53.5-53.5 +53.5 -98:0 90 ft +60.8-60.8 +60.8-111.4 90 ft +64.3 -64.3 +64.3 -117.8 100 ft +51.6-51.6 +51.6 -94.6 100 ft +58.4-58.4 +58.4 -107.1 100 ft +54.7 -54.7 +54.7 -100.2 100 ft +61.9-61.9 +61.9 -113.4 100 ft +65.5 -65.5 +65.5 -120.0 120 ft +53.6-53.6 +53.6-98.3 120 ft +60.3 -60.3 +60.3 -110.5 120 ft +56.8-56.8 +56.8-104.1 120 ft +63.9-63.9 +63.9-117.1 120 ft +67.6-67.6 +67.6-123.9 140 ft +55.4 -55.4 +55.4-101.5 140 ft +61.91-61.9 +61.9 -1.13.5 140 ft +58.7 -58.7 +58.7 -107.6 140 ft +65.6-65.6 +65.6-120.3 140 ft +69.4-69.4 +69.4 -127.2 160 ft +56.9 -56.9 +56.9 -104.4 160 ft +63.4-63.4 +63.4-116.2 160 ft +60.3.6000• 9+60,3 x,10.6 • 169 ft +67.1 -67.1 +67.1 -123.1 160 ft +71.0-71.0 +71.0-130.2 • 180 ft +58.4 -58.4 +58.4 -107.0 180 ft +64.7 -64.7 +64.7 -118.6 180 ft +619-61.9 •+61. -1i3.4 180 ft +68.5 -68.5 +68.5 -125.7 180 ft +72.5 -72.5 +72.5 -132.9 200 ft +59.71-59.7 +59.7-109.4 200 ft +65.9-65.9 +65.9 -120.8 200 ft +63.2-63.2 +63.2 -115.9 200 ft +69.8-69.8 +69.81-128.0 200 ft +73.9-73.9 +73.9-135.4 a ,,,���a yyy LU •Conforms to the Florida Building Code 5th Ed(2014). •Wind Speeds noted above are ultimate design wind •Wind paessur&•r•applicabl•to all bi•Iding floors.* • '�`"'I 'I Valid only With en 'neer's H •Tabulated design wind loads are based on ASCE 7-10 speeds(3-second gust). •Tabugte(rwind Iressures e v id tr algroof slo:es;ro Q specifications for components and cladding based on design •Cities and/or counties are listed only as a general guide, reductior�gg roof6lope Sa10�•s eePcogiiidglled.• a signature&rais d eal Z criteria as noted herein. based on Risk Category II buildings.Verify applicable wind •TFibutaryt4rea nEtld in tabR(e�fecAve hind areal is Clique 5 �4 e 5 •Where this document is used for permit,applicability of speed and exposure category with local building to the riiirtir�um o?[height x wi ft or[hLx ht/3]. RoLnd Zone design criteria noted herein(Basic Wind Speed,Exposure department. down to values shown. 5 4 5 WCategory,Risk Category,etc.)shall be verified by the •Plus(+)&minus(-)signs signify pressures acting toward •Zones 4&5("interior"and"corner"zones,respectively) - � i i ' contractor&building official prior to construction. and away from the exterior component or cladding surface, are as sho he ht,wh re e e a"' the Eave He Z g P V P g �j Vg ��� • I ep 2120 LIJ •This specification may be used In conjunction with respectively, minimum of W%of the buildiig's4leasbhoriz•ntal dimensiora Mean Roof Ht U engineering under separate certification(by this engineer or •Where"Mean(average)Roof Height"cannot be or 40%of the%ean fbof heigllt,b1hI%#4er lettharta3'-0"or• i by others)using Allowable Stress Design(ASD). determined,peak roof height shall be used,except that eave 4%of the lea4 Kori T •ns1'@n.• • • • Peak Helght Christian Lan ,PE 'awn dYOF • • •• •• •Refer to the above-noted ASCE 7 standard for descriptions height shall be used for roof angle less than or equal to 10". •This specifi•ation is valid oaly for•se wi*et•rcttwes NOT• WALL ELEVATION WALL ELEVATION FL PE#67382 A#31124 and definitions of all design criteria. Round up to values shown located in the upper one-half of an isolated hill,ridge or 1200 N Federal Hwy,#200,Boca Raton,FL 33432 •Design is based on structure classification as Enclosed Bldg: Copyright 02015 Easy Seals Document 19.MORS 03- M AMID DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOT'I TANCE NOA www.miamida4 .gov/economy FI a Storm Panel Supply, LC 475 N.W.26"'Avenue Opa-Locka,Florida 33 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have 9 . this product or material tested for quality assurance purposes. If this product or material•fails to9•per99form in tkry... accepted manner, the manufacturer will incur the expense of such testing and the Afffomq immgdMely revoke,• modify, or suspend the use of such product or material within their jurisdiction. RER MW-Oes the tight to revoke••• this acceptance,if it is determined by Miami-Dade County Product Control Section IiV is produof or mat4W.6000 & . fails to meet the requirements of the applicable building code. • 60w6 9999 99990 This product is approved as described herein, and has been designed to comply with the*Al'�VeloaiE Ifurricane•%• .• . • 9006•. Zone of the Florida Building Code. ®' - 0 0 6,6• 0 0• DESCRIPTION: 0.029" in.)Galvanized Steel Storm Panels Shutter 6 6 •966.• APPROVAL DOCU T;Drawing No.AD12-32,titled"22 ga. Galvanized St a;Steri»Panel'LMT", sheds...: 1 through 4 of 4,prepared by ngmeerrng, , 'on#1 dated May 27,2015,signed aid sealed by Yiping Wang,P.E.,on June 02,2015,bearing the Miami-Dade Coun • duct Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201, TAS- 202, and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1210.01 and consists of this page 1, evidence submitted pages E-1,E-2,and E-3 as well as approval document mentioned above. The submitted documentation Nvas reviewed by Helmy A.Makar,P.E.,M.S. NOA No. 15-0615.06 MIAMMADE COUNTY � xpiration Date. 01/23/2018 oval Date. 07/23/2015 07 �23�2 1/57 ` Page 1 Florida Storm Panels Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#02-1120.02 A. DRAWINGS 1. Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Storm Panels ", sheets I through 4 of 4,prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02-041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02-007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. :060:0 . 0000.. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculation,,, g!v 1 through 26 , of 26, dated November 18, 2002, prepared by Frank L. Bennarda�*P.E., sipv4 and sealed by Frank L. Bennardo, P.E. ***so* 0.0 0 00••0 2. Anchor Calculations, 9 pages, dated November 18, 2002, p�'Ved by FrWlfi L. " • •• •• • 0000•• Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 0 10:0 00 91 0 0000.. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. ..• • •'•'•• 0000 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report ffi;ber 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS- 1. None. my A.Maker,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0615.06 Expiration Date: 01/23/2018 Approval Date: 07/23/2015 I Florida Storm Panels Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 12-0410.01 A. DRAWINGS I. Drawing No. AD12-32, titled "22 ga. Galvanized Steel Storm Paned-LMI ", sheets 1 through 4 of 4,prepared by MCYEngineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012. B. TESTS L None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs(PER.4). E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#1.Z-1U*0.01 '....' ....:. A. DRAWINGS 1. None. •••• •••• • .... .... ..... B. TESTS1. •••••• •• ••••• .. .. .. . ...... None. •�•••• . � • . . . ...... C. CALCULATIONS • 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. H y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0615.06 Expiration Date: 01/23/2018 Approval Date: 07/23/2015 E-2 Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.AD 12-32,titled"22 ga. Galvanized Steel Storm Panel-LMI",sheets 1 through 4 of 4,prepared by MCY Engineering,Inc.,last revision 41 dated May 27, 2015,signed and sealed by Yiping Wang,P.E., on June 02,2015. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE L By Miami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. 0000.. 0000.. 0000.. 66.6 0000.. 0000.. 0000 0000 . 0000 0000 .0006 0000.. .. 0000. . • . 6 . 06 60 60 • 6000.0 666.6. 0 so . . . . • 00000. .666• 6 . 0 000 6..... Hel .Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0615.06 Expiration Date: 01/23/2018 Approval Date: 07/23/2015 E-3 i - y PRODUCT MARKING PRODUCT MARKING WIDTH UNLIMITED x 6 (LOCATION OPTIONAL) 1.375" 2 :1=0.029' 1.375" (LOCATION QPIIDNAL 2.062" J,375"MAX 1 -1 1----� f 2.000" 0.375" .388" (PREP.TO PANEL SPAN) {� R 1/a'ROLL BACK g 0.189" 0.197" (CONI)TVPE TOP M 1.312" 1.312' 7.372" - AS REGO) TYP.SECTION Cn OPTIONAL I/9-20 STITCH N BOLTS WITH WASHERS pp�1 W,L 1.761" 1.781" 1.781" 1,781" 0.082^ ti o R<,'R N WINGNUTS FA57ENE0 Ft 114"ROLL 1.71H' OVERLAPS @ MIDSPAN BACK n 1.]81" 0.085" (USE APPROPRIATE 12.600^PANEL COVERAGE 0.082" TYP _ SPAN TABLE) 0.082^ o TYP W 79.038'PANEL LENGTH Fi w E r1"H"HEADER n"U"HEADER /18UILD-OUT"f"TRACK 5 "f"TR s o PLAN VIEW �l u u Ll 1/4-20.3/4" Z .000" DOD" 4 000' .0 OIL SSSTUD 7 0� 1B GAGE 1-0.0516"GALV. �n b (- H N� 5z II �y� � 0.125"IYP. STEEL,GRADE 50) , 035 T�[ R030r .[ 1�p0 g y N �yc $ m 010^` Nm500 .00"MIN 5.000'MAX o.000"MAX 0.250" BOTTOM MOUNT R0.5 W (�d 0 1=0.0i5'MIN (CONN TYPE n STUDDED ANGLE IZBULL DOUT/CLOSURE ANGLEnJ-PAN CLOSUREWASHERED WINGNUT OLE WASHER nHEAbER END CAP AS READ) ^TYP)CAL MOUNT ELEVATION MAY BE Ar + e l/ (UMAC 3 ALLOY) 11 L"ST'EI GRADE t-IS .]50.OEEPTYPICAL ANTS TpPggOTTOM W W Z p OPTIONAL,REQUIRED ONLY w^ q{ O FOR USE WITH TRUSS HEAD VY f� yyy5�� 21043" ANCHORS CALK-IN) "W Z 1.875" 21061" 5.313" Z z 4 m v GENERAL NOTES" 0.093" 0.063" 1.935" }- ]" TOP MOUNT IAS7 PANEL 2ggPANEL ABOUVE }ryN1 �p0 3, ^ TYPICAL W TI' D.083" (CONN TYPE BEFORE NEL 0'083" • AS REQD) BSTRUCTION OVERLAP OBSTRUCTION 1.THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED ASA LARGE 0 0.063 0 0,093" �' tr. MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE n 14 0.063" FLORIDA BUILDING CODE 2014 AND PROTOCOLS TAS 201 FOR LARGE $ m Q o MISSLE IMPACT,TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS U.063' 0,063 0.093" C 203 FOR CYCLIC WIND LOADING. I BOTTOM E a 1.937" 0.093' 5.313' Jm 2.ULTIMAIE DESIGN LAADOITUMNEU FROM ASCEI-10,MULTIPLY BY 0.6 1.837" OQ nJ' (CONNTTYPE SHALLBELESS THAN OR EQUAL TO MAX.DESIGN LOAD IN THIS W DOCUMEN I. r 1TOP"H"TRACK (DAMOM"H"TRACK nTOP"U"TRACK /.�BOTTOM"U"TRACK p t AS REOD) V L% \ lw 3.NO 33.3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE NEC)E O 4 A (LOCATION DESIGN OF THE ANCHOR SPAC ING TABLES. VI VARY (j 4.POSITNE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE 1 EXIS I ING a g > TOP MOUNT 3 i -I DRAWINGS SHALL BE DETERMINED BY OTHERS ONAJOB-SPECIFIC BASIS WINDOW (CONN TYPE 00 ZQ r IN ACCORDANCE WITH THE GOVERNING CODE.WHEN ASCE 7-101S USED1/4-20 AS READ) R w E 1/4 205.SSIDEWALK �(, 0.260" TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT.THE USE OFA +q 91 d DR MACHINE eOLTSg L O X DiRECTiONALITY FACTOR Kd=0,8513 ALLOWED. �l PANEL BELOW 1. WASHERED WING NUT y„F OBSTRUCTION 5.THE O IDEINFORMATION SHUTTER SYSTEATION FORDETAILEDS HEREIN IS FSITEGENERIC AND DOES NOT 024 H- N > 3 0 PROVIDE INFORMATION FOR A SPECIFIC SITE,IF SITE CONDITIONS 7.ppp" 1 0 T MOUNT 0) J i i99 (CONN TYPE OPTIONAL 1/4-2 0 STITCH BOLTS WITH W LL n DEV TE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED 18 GA.GALV STEEL i VERLAP 103 REQO) WASHERED WINGNVTS FASTENED ["lj) Z ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC BENT PLATE 4•My� EXISTING (�OVERLAPS Q MIDSPAN {D Q DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. (0.04W BM.THK) CONCRETE HOLLOW (USE APPROPRIATE SPAN TABLE) OR 2".2".0.125' BLOCK OR WOOD 0) Z O B.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OPTHE EXISTING 6063-T6ALUMANGLE FRAMING @ STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. TYPICAL MOUNT ELEVATIONAROUNDOBSTRUCT10�1 N O S o h1CORNER CLOSURE DETAIL nWAL4 MOUNT CLOSURE DETAIL n ryrs.7.19T BY PANELS SHALL BE 220A STEEL(GALVANIZED THICKNESS 1=0.020" L/ Ury,T,S. ZZ N W MIN)CONFORMING TOASTM ABM,STRUCTURAL QUALITY,GRADE 80,G90 OVERLAP WALL BEYOND WINDOW DISTANCE Q Q 'ALV.COATING WITHA MIN.Fy=92.0 KSI.ALL EXTRUSIONS SHALL BE GREATER THAN OR EQUAL TO 1.5 TIMES ? o: 60637E ALUMINIUM ALLOY. BUILD-OUT DISTANCE(2001 FBC SECT.2413.73) (a3 EXISTING ALUM.ANGLE OR J-PAN CLOSURE � 8.PANE LS SHALL HE PERMANENTLY LABELED WITHA MINIMUM OF ONE D.250- CONCRETE ROLL PIECE(1)(SEE DETAILS ABOVE). 0 MARKING PER PANEL AS FOLLOWS: • 604 • • ••840CK OR WOOD 0.5001EG DIR TI MAY BE REVERSED 0.250' (� _J • • • • • • FRAMING OVERLAP N FLORIDA STORM PANELS,INC i ! • • • M M MAX LV OFA-LOCKA,FLORIDA Q • •• • MIAMI-DARE COUNTY PROD.CONTROL APPROVED 9 i•UM.ANGIO®�RJ41AN 44F •• a g ASTENER!15'O.C.FOR DESIGN i IN 5 ••PIECE��E DET]«IRABOVC-j LOADS LESS THAN OR EQUAL TO9.STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM mLEG DIRECTION MAY BE REVERSED • ••SPANS AND LOADS SHOWNONTHESEDRAWINGS,REFERENCE B7psf(SEEANCHORSCHEDULEFOR EXISTING "'"' •CONSTRUCTIONTE3TIN0 CORPORATION(OTC),OF MIAMI.FL,TEST 1.000° ANY ACCEPTABLE ANCHOR).FOR DESIGN CONCRETEEVISE REPORTH0.02.Og1. r. LORUESGREATERTHAN HOLLOW - luTe� EXISTING FASTENER�15'O.0 FOR DESIGw 8Tps1 USE ALUM ANGLE CLOSURE BOLLOW WOOD 'YIPING WANG; E. Bp i u 1p� tO.TOPg BOTTOM DETAILS SHOWN MAYBE INTERCHANGEDAS FILED CONCRETE IIOLLOWEMBED PIECE ONLY WITH AN 110'O.C. FRAMING PLORI H51J ON CONDITIONS DICTATE.PANELS MAY BE MOUNTED HORIZONTALLY WHERE BLOCK OR WOOD LORD�LlS1. ST THAN OFOOL AI TO;--/ r pRA. B.y • •87pV0SEE ANCHOR SCIEDUE FO• •� PRODUCTRI?V13ED - C.A.N.gP,$g677 APPLICABLE.EXCEPT FOR MOUNTING CONDITIONS INCLUDING°H"OR'U' FRAMING • ANV.•r'CEPTABLE.11CH•R)-F•RD I'N bCORIPIyj _ - BOY It-CI6 HEADERS. • ! R&W11111hO R017d'J - ••LOAQ•SGRFlW RTHYJ • 0" D1dldillg Code •87p.1y3i AwMANQLE fjosE • M! • AcuPlene6 No/ G\TRAP MOUNT CLOSURE DETAIL .a-- 1p' 11.ALL BOLTS g WASHERS SHALL BE ZINC COATED,GALVANIZED OR PIEC NLY WITH ATJ JRS 1p'(7C. • •• :1 STAINLESS STEEL WRHA MINIMUM TENSILE STRENGTH OF60 KSI, ••• f • • ""P ion DBtep NT.s. �-D12-32 _ BUILD-OUT MOUNT CLOSURE DETAIL �8 -{_I-( E N.Ts. kc`^ I �' �� 1 DP A - - 2p' 15 ... . . . ... . . EXISTING CONCRETE.HOLLOW G C3 CONNECTION TYPE BLOCK OR WOOD FRAMING, EMBED REFENENCEANCHDR EMBED SEEANCH0 $-EU.BASEo MAXIMUM ALLOWABLE MINIMUM SEPARATION SCHEDULET3FOR MAX. C2 CONNECTION TYPE ON TYPE OF STRUCTURE SPACING SHORTLEGMAYBE REFERENCEANCHOR C3CONNECTMNTYPE SPAN SCHEDULE "1' FROM LASS SCHEDULE SCHEDULE T3 FOR MAX. REVERSEDTCWARDS REFERENCE ANCHOR 1 1 THE OPENING � SPACING SCHEDULE T3 FOR MAX.SPACING EO EQ B ep Ep No&YIGT &OM Dolls PasAlva Span Separelka+ SeparaOon LORD Bolls AT.01.n Lass (iM1es) (IR..) LMAX(n) LMAX(f) Loazl(PSF) Then'. al>30' p 25 10'-7' 10'•7" 6'-O" 2.75" 1.22" S lt- 3 I'VC2- 230 10'5" 10'5" 39 8'-8" 2.75' 1.94" STOO ANGLE S 35 10'-0" 10'-0" 10-5" 3.00 .00"SCREW OR DIRECTION- 399'-9" 9'-9' 6'-0' 2.75' 1.25"MACHINEBEREVERSED.sltowN 40 9'-8" 9'•8' 35 8'-6" 2.75" 2.10' CE CONNECTION TYPE ftEOD GLASS REFERENCE ANCHOR sE-DI T 45 9'-4' 9'-5" 1 3.00" 3.00"CTIONS) 1 SCHEDULE T3 FOR MAX. (SEE IABLE �� Qg 8'_11^ 9'-3" '-' 1.29" O u u1� SPACING T2 FOR MIN.) EXISTING �'� 40 '-" 228° aLrulroG f 55 8'-5' 8'-11" 9'-8" 3.00" 3.00' N�9 yW33 �? a EXISTING o� 58 8'-2 8'-10' 8'-0" 2.75' 1.32" U iss W 8 E GLAZING W O 80 8'-1' 8'•9" 45 8'-8" 2.75" 2.41" Z yy 65 7'-9" 8'-3" 9'-4" 2.92" 2.92" R£oa.1 ION 70 T-8" T-B' S0 6'-0" 2.75" 1.36" FROM GlA49 Fu OPTIONALBUILDOUT �p� 72 7'-4" 7'-6" 8'-10" 2.75" 2.73" Z it d (REF.IADLE 121 MOUNTING CONFIGURATIONS (AT HEADERonsnL) 1 75 7'-2' 7'-2' BO 8'-0" 2,75' 1.43" Z] N To 1 80 6'-9" 6'-9" 6'-1" 2.75" 2.44' W 90 6'•0" 6'-0" 8'A" 2.75" 1.51° W 0 ID 100 5'-4" 5'-4" TO 7'-0" 2.75" 2.24" 110 4'-10' 4'-10" O(7 Z ( u w _ 120 4'-6" 4'-8" W Q 4 130 4'-1" 4'•1" o N4-20.314'9.S. EXISTING CONCRETE, *G2 CONNECTION ttPE 114-]0X31A'S.S. CHINESCREWW/ V EFERENC-1110R MACHINE bCREW EXISTIrvOCONCHEf EBWIGNNT.12s0.G. TABLE T2 NOTES:HOLLOWBLOCK DR HOILOWBLOGKOR SPAN SCHEDULE NOTES:WOOD FRAMINGCHEDULE T3 FOR MAX. ®125O.G W000 FRAMINGSEEANCHORPACING (SEE ANCHOR CS CONNECTION TYPE 1.ENTERSPAN SCHEDULE.WITH NEOATNE DESIGN LENTER SPAN SCHEDULEWRH POSITNE DESIGN ( BEp REFERENCE ANCHOR LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM LOAD TO DETERMINE MlmMUM ALLOWABLE STDRM SCHEDULE T3 SCHEULET3 BA9EDONTYPE EASEDON TYPE SCHEDULE T3 FOR MAX. PANELBPAN.SCHEDULEISACCE OREQUOLTO -EL SCHEDULE FROMGEESRDOOR T OF STRUCTURE) OFSTRUCTURE) SPACING WITHPOS DES LOADSLE93 THAN OR EQUAL TO WITH POS IVE LOAO30NlYEDUIREO FOR USE NEUATNE DESIGN LOADS. yNL UT MOUNT SE � LLOUNT SECTION MEINTERPOLATION BETWEEN"AUS IS 2 INTERPOIATION BETWEEN LOADS IS ACCEPTABLE.OTHERWISE USE NEXT HIGHER LOAD. ACCEPTABLE.On IERWISE USE NEXT HIGHER LOAD N.T.S. EXf ER OR EXISTING WOOD TRUSSES WALL FINISH + EXISTING CONCRETE.HOLLOW 024'QC,MAK J Ct NE.1m TYPE EXISTING CONCRETE,HOLLOW TEEL TUBE TO BOTTOM TRUSS Lu J BLOCK OR WOOD FRAMING. BLOB(OR WOOD FRAMING. GHORUSWI(3)1!4'X2-EMBED No RS TO BE ATI25' (SFE ANCHOR SCHEDULE (SEE ANCHORSCHEDULE ORE S'O.C.(REFERENCE BASED ON TYPE OF S fRUCTURF) LAG SCREW®EACH TRUSS Q. J -ANCHOn SCHEDULE BASED ON TYPE OF STRUCTURE) (24.O.C.MAX) SS�j -MAX.SPACING). USE REMOVABLE ANCHORS ONLY G G CONNECTION TYPE V.11TO-6-MIN STEELTUBE 0 S REFEnENCE-Q13 J Q Ng yµl( SCREDULETSFORMAX ""' "' 'U'HEADER TO ROLLED STEEL TUBE WICENTER w SPACING EAG(AS DESCRIBED ABOVE)®TRUSSES Z .. 44S.M.$TO PEATE 0 S•O.C.BETWEEN TRUSSES LL EXISTING NEU'D SEPAMTIOV ¢ / ❑ OJ GVSING E , rRonurr am Iseu LU Q 13TING <DI NEU'U SFFA-RON o5d (KF-ET2) w as comPiYing with the Florida N O o FROFROM GLASS 3 '�` Building Code Z Q 2 5W IREF.TABLET2) ¢� 14fy ACCC(11011CC TNO/S- O6 Q 6( mO,A GL-ING 1 `'q �IQi tion UBIc g j ❑K ii REOT)SEPAMifON VQ' FROM GLASS 1 �O o By 0 (REF.TABLET2) y < Ifo-3wlE•3! • • • • •• K TRUSS MOUNT SECTION gU�o GALVSTEELSPACE D ct n of d LL MACIYF4ESCREWS • • • • • N'T'3' ' LN 'n 1D 12-VoOc. ZZ Cl CONNECTION TYPE I •@ 10 •• • i • a ANCHORS TO BE AT 12,5'OR N RO DIR .5l • • ••40 f 0.25'0 C.(SCHEDULE WIDBEJJJJJJ������ N • • /! ,C • T3fGR MAX.3PACUJG}USE "NSED� -�• i KEMOVABLE"ctToRSONLY E%ISTINO CONCRETE. HOLLOW BLOCK OR 1 ' ," :• DAIS BE-m-1E EXISTING CONCRETE, 114-20.34'S.S. WOOD FRAMING O w HOLLOWBLOCK OR MACHINE SCREWS (SEE ANCHOR G YIF1h1G_Wj�y(1 Q:1' 1p4ti AS NOTm WOOD FRAMING ®12.5'OG EO EO SCHEDULE FLORIQA'It ISTRA110IN • • LONNELIION E •i• BASED ON TYPE FL/55985 eE. (SEEANLHOR �0 OF STRUCTURE) EXISTING SCHEDULE C2 CONNECTIONTYPE • • • • •RE�£R£NCE AF{& • (`IAZINO 7 Ew➢+d'F Iter a-ms BASED ON TYPE REFERENCEANCHOR SC HE'S OFSTRUCTURE) SCHEDULE T3 FOR MAX. ••• : • ••• :SP.INO• 1 • • EXTERIOR WALL FINISH. PROTRUDING FROM TRAC IRECT MOUN SECTION i•11�E"ILING/F4L�dR AIQl1T1T SECT1�1 • MOUNTING SURFACE ) lAD12-�2 L OFFSET WALL MOUNT SECTION N1S. ... . . . . ... . . JUNI2 2015 • I.e.: • • • • • 4a • • • •• •• • • • •• •• PENETRATION EXISTING OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS I-- BLOCK C WOODFRAMING. OR EMBED (SEEANCHOft SCHEDULE BASSO ON TYPE OF STRUCTURE) BLMINGOCKO WOOON D FRA HOLLOW CS cpNNpCTION TYPE BLOCK OR WOOD FRAMING. e REFERENCEANCHOR (SEE nNCHOR SCHEDULE 4HEADER TRACK ISOMETRIC egga SGREWLE—OR KIAX. BASED ON TYPE OF STRUCTUREI p 6 SPACING TOP TRACK N.T S $BBB 3 ANG2 x2'Xp �� iL RECONNECTION TYPE ANGLE®ENDNO W/2) q� REFERENCEANCNOR 6106M6 TO TRACK Dp SCTd FOR MAIL ,y SPACING CIAPLOCKS END j END PANEL AAA FLUSH AGAINST 1 y TR� TOP TRACKDIg Oat �- F EXISTING TOP'H'TRACKORLDGIAZING p TOFU.TRACK u F RECD GLASS SEPAP.OIs, (FASTEN TO EXISTING t6EETABLET2 FOR.RL) I ZJZ A� SIRUCTUREPER GLISING K W ¢ L BECTIONSTOEFT) NN DW u om N a O w OPTIONAL PLAM KNOB, N Q. W h TO CASE PANEL SLIDING �19 Z (1)HEAbEk ENp CAP (NON-STRUCTURAL.SEE G.EUC' I �a - •ENO WI(2p1198M5 MAXOTRACK DETAIL TO LEFT) Z J dl WN w iX 0.1—AN PERFORATION FOR US. Ci 19 WNH REMOVABLE V Q V EXISTING CONCRETE. c DTE HANDLE ANOIOR Z Q HOLLOWBLOCK OR °.8 S IASnC KNOBS OB2fi" WOOD FRAMNG MBE Z m Y (SEE ANCHOR Co CONN ECTION TYPE BOTTOM'H'TMRK OR w SCHEDULE REFERENCE ANCHOR C]CONNECTION TYPE BARED ON NPE SCHEDULE T4 FOR MAX- RFFFRENGE ANCHOR b POTTOM-U-TRACK(FABTEN IO .moi ,,S SPACING SCHEDULETA FORMA%. 8� 6TRUCTURE PE0. Vc(1 SPACING f DEIMLSM,N80TOLEFT) L U WALL MOUNT SECTION �CEILINGIFLOOR MOUNT SECTION D ae]s D s� q E IPI WpLIMOUNTTRACNS.N.T.8- `JNTS OPu1011mMlAi'NNOB i66 C EXISTING CONCRETE.HOLLOW BLOCK OR WOOD FRAMING. EXISTING CONCRE IE.HOLLOW (BEE ANCHORSCHEOULE BLOCK OR WOOD FRAMING. ASED ON TYPE OF STRUCTURE) PENETRATION (SEEANCHORSCHEDULE OR EMSEO BASED ON TYPE OF STRUCTURE) SILL TRACKISOMETRIC Ell V R� J CO CONNECTION TYPE BO1 TOh1 TRACK.N:LS_ J RFFERFNCEANCHOIR ZQ •- 0 J LEG MAY BE BENT S .E T9 FOR MPX. IZ h SPACINGPACINGADJACENT O\y PANEL IOUMED 'H'HEADER 11yy t)_ IND.INSIOEOF BLDG T� 0 S 15 g OPERAS •TH Q i f o COVERAGE DETAIIR.AIL'P' N W LL „ $ 1 IYPICPl ADJALENF J � f I OVEROIP P-SL W W CS CONN 13 CO Q. Z o REF.ANCHORGHOR Q O m SPPACIN T6 FOR MA%. REO°DIS, Q SPACING 6EPAR.DIST W O (6EETABLE N O EXIST GLAZING 1 2 T2 FOR MIN) Z REO'p GlA65 Q S EETABEi LL 1 6"MAY BOTTS2B 65.STITCH J O 72 FOR MIN.) �� n9 OPTION A(3)1R' BOlTB W/WINGNUiS OPT B(znr9• Q T2 FOR MIND Egw GIST a ELCOPANELMTES 6"PIMAX FACIA BIDE OF LAST ELCO PANELMATES (� J UU AT BOTTOM OF YPIL PANEL AT BOTTOM OF O CT CONN TYPE VIN •• •• • • • • AWIA`ENT PANEL ADJACENT PANEL Q LL REFANCHORSCHED. Zq • • �' • • • • • N T4 FOR NIAKSPACING • • • • • • • .0V • • ••• • OPTA:2—MAX NOTCH IN COAWIIN'CL08E8T TOELLR44S$$ N ] E%ISTINGCONCRETE. • • • • • • LAST PANEL AROUND WINGNUT PANEL IND NOICH RKaM T:i •]B•r. HOLLOW BLOCK OR S •• 1•• • • • •• \` Jr�/�F�J�,]hl'A E. WOOD FRAMING �, O�� •••• •• V (SEEANCHOR LE /DIRECT WALL MOUNT EXTERIOR ELEVATION FF-LORk�6 �ANGA i6 SCHEDULE - *DIRECT Dl#8 M-al-L6 BASED ONTYPE EMBEDS BOTTOM INNEC1 WALL mOVNT FASTENEACHPANELADJACENTTOLAST �J P.E.IEGMAYBEBERTOFSTRUCTURE) PANEL•BOTTOMW/(].)ELCOPANBLWOES REF!)E 'P')NT6TION ABNOM To 3a aAaMAX • ••• 6(1)PpY+ERS CALIUN uTERNATIVEIy ••• PRODUCT REVISED ATu-usEla)FnyELF,v�rESnND AS mu I in xith the Flc idO• ERS F P LTFn • PY 8 7 puilding Cude — �__ • INN•IMO�AN(•ORS• • AmptaneCNGI 06 •• • • • • • • • • • BJg9i Lion Dare `.YLD12-32 DIRE®T WAL!MOU11R 9ECUIOt• • • •• ,2e1.8 OHEADER/SILL MOUNT SECTION r B RECO L UNr —r—� • • ���C4"� n 4e TRM MOUNT TRACKS ON ANGIE.N i,S. (REF.DETAIL'6'I.N.T.S. M UCI CORVOt / •l�1•V l;)A, 41 9 OF 4 ••• • • • • ••• • JUN 022015 •.• . • . .•• • • x Ia s o P. ANCHOR SPACING SCHEDULE ANCHOR SPACING SCHEDULE ANCHOR SPACING SCHEDULE µ��1 T3 T (1NSiPEMWMPANELS.WALLMWNT) T PNBIpE MOVYi PANELS7aMMOUNi! q Ci 2.5"EDGE DISTANCE 2.5"EDGE DISTANCE 20"EDGE DISTANCE �G r P UPT S UP TO B. SPANS UP TO 10.8711 F SPANS UP TO SPANS UP TO ANCHOR LOAD SPANS UP TO SPANS UP TO <� D ANCHOR LOAD CONN TYPE CONN .E CONN ANCHOR LOAD z 5.508 8,676 f-� s.50f1 5.678 x ImoI.� IPgS� (Pg() CONN TYPE CONN TYPE xN f� (Mg(� Ea CONN TYPE CONN TYPE W 171 Ct C2 C4 CI 01 C2 C3 04 C1 CE c) C4 C5 (:6 C5 C6 W N C7 CB C7 CS 1/4"x1.314"EMOED 39 "iB.D'76.0"18.0' 12-5"16.0'15.0"16,0' 12.5"18.0'11.9'13.5" 1/4"x1-3/4"EMBED 39 16.0" 18.0' 18.0" 18.0' 1!4'x1-3/A"EMBED JB 16.1' 15.3" 13,8" 9.7" F ELCO TAPCON 49 12.5"16.0'76.0"16.0' Q.5'16.0'11.6'13.3" 12.5'180^ 84"10.7" ELCO TAPCON 45 18.0• 16.0' 11.4' 16.0• ELCO TAPCON 45 160, 13.2• 11.0' BA" (MIN 3320 PSI CONIC) 56 12.5"='15.0"18.0' 12.5.16.0" 8.9'11.1" 12.5'16.0" &0`10.3' (MIN 3320PSI CONC) 55 780' 18.0' 7.5' 16.0• (MIN 3320PS1 CONIC) 55 15.2' 10.8" 9.6" 6.9' U Q Tcep(Ib)=483.00 72 125"160'13.0"143' 12.5'160" 80'103" 125"18.0" 8.0"10.3" Tcap(Ib)=48300 65 142' 76.0' 6,0' 16.0• Tcap(lb)=386.40 65 12.9° 9.2" e.s" 8.0" V.p(lb)=475.00 130 12,5"16.0"5 0'11)3" 12.5"16.0" 8 0'10.3" 12,5"16.0" 8,0°10.3° VCap(Ib)=475 00 72 11.0" 16.0" 6.0' 16.0" Vr:Ip(Ib)=381.00 72 11.6" 8.3' 0.5" 8.0" _- __. _ _ 174"zt-7/" 39 125"180°16.0"160" 12.5"180"152"15,0" 125"160"706'12.1" w 114"xt-718"EMBED -- 39 16.0' 780' 14.8" 160' w t/4'xt-TIB'EMBED -39 16,0" 18.0" 15.Y 10.8" WtL NTS SOOD•g �q9+. 160" 16.0' '160"10 2"17 8" 12 5"16 0" 7.5" 0.5" ALL-POINTS SOLID-SET 45 16.0' 16 0• 10.1" 16.0" Cj ALL-POINTS SOLID-SET 45 16.0° 14.7" 132" B.3" f�,j p K SHIELD ANCHOR' 'cl-,125" 6,0"78.0'16.0' 72.5 8.0' ].9' 8.9' 125'78.0" 1.1' 9,2' IX L"118HIELOANCHOR 55 16,0• 16.0" 6.6' 16.0" U�LEAD gHIELDANCHOR 15 16.0" 12.0" 10.8" 7.8" p(Ib)=428 72 "18.0"11.5"127• 180 7.7" 9.2" 125"18,0" 7.1" 9,2" Z (1 420.00 65 '128' 160 5.3" 18.0" z TpPllb)-428.00 65 14.4" 10.2- 9.5• 8.7' - m 130 125'18.0" 7,1" 9.2" 125'16,0 7.7' 9.2' 12.5"180" 7.1" 9.2' U Vcap(Ib)=429.00 72 98" 180 5.3' 16.0" 00 VCePQb)=429.Q0 72 13A" 82" 9.5' 8.7" Z om r -..__._ __......- ___ _ 3. __114 -2 39 125"16.0'18.0 16.0' 125"180"13.3"15]" 125"16.0" 9.2"12.6" 114"xi-2"EMBED 39 16.0" - 160 12.9" 160° 7/4'x1-2"EMBED 39 16.0' it.6" 10.3' 7.4" ELCO PANELMATE 49 12S 76.0"16.0'18.0' 12.5'16.0' 8.9"`12.4' 12.5"16.0" 65" 9.9" ELCO PANELMATE 45 16.0' 16.0" 6.8" 76.0" ELCO PANELMATE 45 14.1° 70.1" 6.8' 6.4" F 0[e (MIN 3350 PSI CONC) S8 72.5"16,0"14.9'16.0' 12.5"16 0' 6.9"10.4- 12.5"16.0" 6.2" 9.6" (MIN 3360 PSI CONIC) 55 16.0' 18.0" 5.8" 16.0" (MIN 3350 PSI CONC) 55 71.5" 8.2" 7.3' 5.2" Q TcapQb)=372.00 72 121'16.0"10.0"13.3" 12.V 180" 6.2^ 9,6' 12.5"16.0" 6.2- 9.6" -p(Ib)=312.00 65 11.0• 16.0" 4.6" 18.0" Tcap(lb)=29T 60 55 97' 7.0" 6.4' 4.S" z F. Vmp(lb)=565.00 130 12.5"16.0' 82" 9.5" 12.5'16,0" 8.2" 9.6" 12.5"16,0" 62" 06" Vcap(Ib)=565.01) 72 8.5' 16.0• 4.6• 16,0" I I IV.p[lb)=282.50 1 12 1 8.8' 83" 8.4' 4.6" a o W W a W p o ZD ti 9 1/4"xi-1/4"EMBED 39 10.0"123"12.8'12.13" 10.0"12 4' 6.2" 7.9"'.10.0'70.0" 4.3' 6.3" 1/4"xf-114'EMRFD 39 12.8' 12.6' 6.U^ 12.4^ 114"x1-7/4"EMBED 39 10.0' 8.5" 8.4' 4.1' ELCO TAPCON 49 10.0"12.8"10.1"10,0" 5.0" 9.8' 42° 6.i' 5.0" 80" 00' 4.9" ELCO TAPCON 49 12.8• 12.8• 4,1" 10.7" ELCO TAPCON 49 8.7' 5.fi" 5.5' 3,6" Z Z NM 68 10.0"12.8" 6.9' 84" 5.0' 8.3' 3.2" 5.2' 5.0' 7.7" 4.8" 58 8.8' 12.8" 0.8" 58 7.7" 4.6" 4.5' 3.0" Z T-p(Ib)=218.00 72 10.0.10.8" 47' 6.8' S.0' ].]" 4.9' S0' 7.7" 4,B" T®p(Ib)=216.00 T2 5.1' 'FIF 77' x icap(Ib)=11-0.00 12 6.0' 3.9" 4.0' W a� � OVcsp(Ib)=398.00 130 5,0' 7.7" 4.8'_ 5,0" ].7" 4.8" 5.0' 7.7" 4.B" Ij V.,(Ib)=398,00 130 4.0' 10.5" 77" f2 Vcap(lb)=316.00 130 5.4• 3.6" 4.0' }Q N W ,q 114'xt-7/8'EMBED 39 10.0"120"12.8"12.8" 70.0"12.8'10.1" 8.2' 10,0'12.8- 7.0' 6.6" O -- ---� - O Y+ 114"x1-TIB'EMBED 39 128' 12.8' 9.9" 728• 114'x1-7/8"EMBED 39 12.8" 9.8' 8.3' 62' V U ALL-POINTS SOLID-SET 49 10.0'12.8'12.8'10.4" 10.0'12,8' 6.8" 6.5' 100'12.0' 4.9" 5.2" V ALL-POINTS SOLID-SET 49 12.5' 12.5" 6.8" 12.8• c.ALL-POINTS SOLID-SET 49 11.3" 8.5" 7.2' 5.4" Z LEAD SHIELD ANCHOR 58 10,0"12.6"11.4' 8.8" 10.0'12,0" 5,2' 5.5" 10.0'72.7" 4.7' S.t" Z LEAD SHIELD ANCHOR 55 12.6' 12,5" 4.4" 12.8' ZZ LEAD SHIELD ANCHOR 56 9.3" 6.9" 5.9' 44" O Tcap(Ib)=358 72 10,0'12.8" 7.8' 7.0' 1() 2.7" 47' 5.1' 100.127. 4.7' 5.1" O i�P(Ib)=350.00 72 8.4' 12.8" 3.5" 12.7' O TceP(Ib)=35800 72 1.9" 5.9" 5.2' 3.9' yQ ¢¢ O Vwp(Ib)=249 130 10.0.12.7" 41" 5,1- 70.0"12.7" 4.7' 5.1" 10.0'12.7" 4.7" 5,1" V-01)=249.01 730 6,5' 12.8" 3.5" 12.7• Vcap0l)=249.00 130 7.1" 5.3" 5.2' 30" m S 1/4'x1-1/4"EMBED 39 10.0'12..8'12.8" 9.7" 70.0111.6" 5.8" 6.1" 5.0" 9.4" 4.0`o& O 1/4'x1-114"ENDED 39 12.8' 12.6' 5.6" 11.6' - ZI 1/4"xi-1/C EMBED 39 8.9" -64--56' 4.0" ELCO PANELMATE 49 10.0'12.6" 9.5" 7.7" 5.0' 92" 3H" 4.8' 50' 7.5" 3.9" JO ELCO PANELMA7E 49 12.8' 11.8' 3.8" 10.01 0O ELCO PANELMATE 49 77" 5.5" 4.9' 3-5" i Be 10.0'123" 6.6" 84" 5,0" 7.8" 3.0' 4.0" 5.0' 72" 3.7" Z 58 0.2' 72.0" 6.2" S8 6.3" 4.4" 4,0' Tcap(Ib)=204.75 72 5.0' 9.9" 4.4" 5.2" 50" 7,2" 3.7' S,0' 7.2" 3.7" Tcep(Ib)=204.75 72 4.8' tO.B" 7.2" Tcap(Ib)=201.50 72 5.3" 3.8" 3.5" Vcap(Ib)=233.50 730 5.0" 7.2" 3.7' 5.0" 7.2" 3.7' S0' 7.2" 3.7' Vicep(lb)=233.50 130 3.7' 9.9" 7.2' Vicep(lb)-198.50 130 4.8' 3.4" 3.5" J LU Uj W J 0.75"EDGE DISTANCE 0.75"EDGE DISTANCE 0.75°EDGE DISTANCE 1/4"x 2°THREAD 39 12.5'16.0"76.0" 7.5^ 12.5"16.0"12,8"4.8" 12.5"76.0" 8.9" 3,9" 1!q"x 2'THREAD 39 76,0' 160" 12.q" 18.0' i/4"x 2"THREAb 39L77� 8.5" 4.8" 4.2" D. d PENETR.LAG SCREW q8 72.5"16.0"18.0" 6.0'.12.5"18.0" 8,6" 3.8' 12.5"16.0" 6.3" 3.1" PENETR.LAG SCREW 45 18.0' 78.0" 8.5" 18.0' FENETR.LAG SCREW 455.7" 4.7" a 58 12.5'180"14.4" 5,1" 12.5"18.0' 6.6" 3.2' 12.5"16 0" 6.0' S5 16.0• 16.0' 6.6" 16.0• 55t6" 3,4" Of 7 TCapFb)-359,53 72 12:5"16.0• 9.6" 41" 12.5"16.0' 60" 12.5"16.0" 6.0" T.MP)=359.53 65 108" 16.0" 4.4" 18.0' Tcap(lb)=359.53 653.9" O N j VeapQb)=92.97 130 125"16.0. 80" 12.5"160'6.0" 12.5"16.0" 80" Viap(Ib)=62.97 72 8.2" 16.0' 4A" 76.0" Veap(Ib)=82.87 723.5' ..1#14x1-112"THREAD 39 72.5"16.0^16.1" 77^ 126"180" B,3' 4.8" 12.5"13.5" 55" 3.9" 414.i-1/2"THREAD 39 760• 15.0" 8.1" 16.0' #14x1-7/2"1HI{EAD 396.2" 4.9' 3.9" J Z PENETR WOOD SCREW 49 12.5"16,0"13,6" 8.1' 125'132" 5.6" 3.8" 6.25"10.7' 4.1" 3.7' p PENETRWOOD SCREW 45 16.0' 16.0" 5.5' 14.4' O PENETRVOOOD SCREW 455.4" 4.2' 3,4' W Q58 12.5"18,0" B,3" 5.1" '6.25"112" 4.3" 3.2" 6.25"IDA- 3.8" 55 11.8' 160' 3.6" 11,8' 8 55 4.4" 3.4' f aTCaP(ID)=234.00 72 12,5'14.2"6.3" 4.1"18.25"10.4" 3.9' 6.25"70.4' 3.B° a�TCPP(ib)=23d 00 88 8.9' 15.7' 10.4" TTcap(Ih)=234.00 65 37" 3.0"VcaP(Ib)=96.74 130 6.25^10.4' 3.9" 8.25"10.4" 3.9' 8.25"10.4' 3.9" Vlxrp(Ib)=96.74 72 5.3' 14.2' 10.4' VcaP(Ib)=96.74 72 3.3' 3.0' ❑7116'x5/8'EMBED 39 12.5"16 0'16.0"13.0" 12,5"160" 6.3' 8.1" 12.5"13.4" 5.t" 6.6" 7116"x 5/8"EMBED 39 16.0' 160" ev 16-0" 7/18"z 5/8'EMBED 399.2" 8.2' 5.8" N O u BRASS BUSHING 8 49 12.5"16.0"73.5^10.3" 125"t3.t" 5.5" 6.4" 8.25"10.6' 4.D" 52" Di7A55 BUSIIVNO B -05 18.0" 16.0" 5.6" 74.2' BRASS BUSHING 8 45 11 2" 8.0" 7.1" 5,1" H O^ 1/4-20 SCREW 58 12.5"160" 9.2" 6.7' 8.25'11.1' 4.3' 54" 625'10.3' $A' 5.0' 114-20SCREW 55 11.7" 16.0" 3.6' 17.7' 1/4.20 SCREW 55 B.2" 6.5" 5.8' 4.1" to TCPpQb)=231.50 72 12.5'14.0" 6.2" 8.9' 6.25'10.3" 3.8' 50" 6.25"10.3" 3.8" 5.0" TCap(lb)=231,50 83 6.8' 15.5' 10.3' Tcap(E)=231,50 65 ].5" 5.5" 5.1" 3.7" , Q VCep(ib)=132.50 130 6.25"70.3" 3.8' 8.0' 6.25'10.3" 3.9' S,0" 8.25"10.3' 3.8" 5.0" Vicep(Ib)=232.50 72 5.3' 14.0' 70.3' V�p(Ib)=23250 72 7.0' 5.0° 51" 3.7" O_ a C`JS a' ANCHOR NOTES: ••• ••` : : ••• : : ••c N� LL OJ 1.SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE STO$M PANED• •• • • • • • nt SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE ABLE T1 • • • •• ••• • LT 2,ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 8 ANCHOR TYPE.SE E{�T�E51f L AD• •$fl yy 1.AG CR S FFjj����TTE'N TO NARROW FACE OF STUD FRAMING.FASTENER SMALL BE LOCATED IN CENTER OF �� ,,,�``G)��7�/ GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER 7�nRl OR FELL O •�IOMIN-2"14,(MI WOb6STUD(3fy'EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING).WOOD STUD SHALL BE Q�\.)-' - •' !.'y / SHUTTER SPAN. SOUTHERN PINE,G=0.55 OR GREATER DENSITY.LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. GEN,'F 3.SELECT CONNECTION TYPE BASED ONAPPROPRiATE MOUNTING CONDITION(SEE MOUNTING DETAILS ON SHEETS 2 anft:- In-4e-ts 7.'DESIGNATED REMOVABLE ANCHORS,WHICH ARE REQUIRED FOR DIRECT MOUNT E ANC INSTALLATIONS. 8 3 FOR IDENTIFICATION OF CONNECTION TYPE). 8.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE YI?ING WANG P.E. 694fd- At xoreP :FLORI Rt(�PATION 4.ANCHORS SHALL BE IN6TALLEO IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS EITHEJ�PAN HEAD, UoS 7,fR WAFER HEAD SIDEWALK BOLT 5.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VS RiF THmI•• • NSU Y r I ) PRODUCT REVISER FL#55B83s>- Yy MI EMBED NT ND DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. :�YK FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD,FASTENING TO YWDOD IS• • d 4xmlplying ytiBt lho lr#odd�r C.A.N. 8677 EQ1fjoc ac'r 1e-on ACCEPTABLE ONLY FOR SIDE.CLOSURE PIECES. D IGNAT E OR C DITIONS WHICH ARE NOT ACCEPTABLE FOR USE, • • '4 � Building Cnde .` •- t enznuo uo. ' •• • • • • • • • • • Aclxp1e11co No -32 Da ,�L7�. • •• • • • • • • •• Oxy' 'pn ly S ••• • • s • • A ".Ab12 e fO Ali a un Control ..• • . • . ..• . • JUN 0 2 2015 • •• •• • • • •• ••