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WS-17-951 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-281912 Permit Number: WS-4-17-951 Scheduled Inspection Date: May 19, 2017 Permit Type: Windows/Shutters Inspector: Riveron,Alexis Inspection Type: Shutter Final Owner: WILLENBORG, BLAINE AND LORI Work Classification: Shutters Job Address: 1255 NE 95 Street Miami Shores, FL 33138- Phone Number (305)754-2604 Parcel Number 1132060144000 Project: <NONE> Contractor: BUADE CONSTRUCTION COMPANY INC Building Department Comments SHUTTERS INSTALLED > ONE OPENING PANELS Infractio Passed Comments INSPECTOR COMMENTS False ` Inspector Comments Passed � \l� a CREATED AS REINSPECTION FOR INSP-280344. y1 ») LORI 305-778-5812 Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 18,2017 For Inspections please call: (305)762-4949 Page 13 of 33 Permit No. WS-4-17-951 Miami Shores Village Permit Type:WindoWslShutters a� 10050 N.E.2nd ANE venue It Work Classification-Shutters Miami Shores,FL 33138-0000 Per Permit Status:APPROVED Phone: (305)795-2204 FLORl9A issue Date:4/1812017 Expiration: 10/1512017 Project Address Parcel Number Applicant 1255 NE 95 Street 1132060144000 Miami Shores, FL 33138- Block: Lot: BLAINE AND LORI WILLENBORI Owner Information Address Phone Cell BLAINE AND LORI WILLENBORG 1255 NE 95 ST (305)754-2604 MIAMI SHORES FL 33138-2549 Contractor(s) Phone Cell Phone Valuation: $ 425.00 BUADE CONSTRUCTION COMPANY II Total Sq Feet: 0 Type of Work:SHUTTERS INSTALLED>ONE OPENING PA Available Inspections: No of Openings: 1 Inspection Type: Additional Info:SHUTTERS INSTALLED>ONE OPENING PA Shutter Final Classification:Residential Shutter Attachment Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# WS-4-17-63595 DBPR Fee $2.00 DCA Fee 04/06/2017 Credit Card $50.00 $74.60 $2.00 Education Surcharge $0.20 04/18/2017 Check#: 1038 $74.60 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 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 constructi on It zoning utherm r I au h r�t��ve-named contractor to do the work stated. April 18, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 18, 2017 1 Miami Shores Villages - Building Department APR 00 2917 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 oz- � Tel: (305)795-2204 Fax:(305)756-8972 BY•' INSPECTION LINE PHONE NUMBER: (305)762-4949 5ri1 FBC'2014 BUILDING Master Permit NO. WS 1-7 -951 PERMIT APPLICATION Sub Permit No. ,Ef:fBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP A CONTRACTOR DRAWINGS DRAWINGS V JOB ADDRESS: ' O, if 1 69..-L �H" City: /Miami •Shores County: Miami Dade Zip: 3J 13 Folio/Parcel#: _ 2� t)b—014" q 000 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: 61 l OWNER: Name(Fee SimApl�Titleholder): L l K.O.-J, t �� .- 0 2n one#: �� �� J Address: c� IV® l� City: maY�-S State: Zip: 1 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: yV`o e %1-)Ac►`u raA0/t1/ Phone#: Address: l-7 !� to `7/ S- /� City: M a l-a 7 �} State: rt Zip: �/�,V 12, Qualifier Name: (J u/ (�. "ade Phone#: State Certification or Registration#: �G[(, 00-25 2M7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: 0 j5 Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addit'on ❑ Alteration n�^ New I Repair/Replace ❑ Demolition Description of Work: f l► `U o L ` t? s Jr Specify color of color thru tile: Submittal Fee$ 50 Fril rr,,Permit Fee$ '1 V CCF$ CO/CC$ Scanning Fee$ I Radon Fee$ Z DkkB��PR$ Z Notary$ Technology Fee$ t'� C l l) Training/Education Fee$ V • !V Double Fee$ � Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ '74 l-7 L 4 (p n (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. 1 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the ¢sence of such posted notice, the inspection will no a approved and a reinspection fee will be charged. (p Signature Signature OWNS or AGENT CONTRACTOR The ffo-re ing instrument was ac nowledged before�fine this The forego g instrument wa/slack owledged before me this 66 day of VC 2Q 1 ` , by ay of 20 by L —MO who is personally known to ( who is personalIv known to me or who has produced �u as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY P IC: NOTARY PUBLIC: Sign: Sign: Print: V V IMttIlISTY VVI I k I Print: Seal '; CommtssionNGG06906 "'P"• C ISTYA AY 'myMy Comm.Expires Mar 30,2018 Sea I: Notary Public-State aF FloJASS.r.. a ` Commission N GG 06903 •'''i; ac:,,,•• �dedthrough National Notan/Assn. •= l My Comm.Expires Mar 30, M..111. 6,r M through National Notary l Y� APPROVED BY w'y Plans Examiner Zoning t _ Structural Review Clerk (Revised02/24/2014) .� OFFICE OF THE PRI OPERTY APPRAISER Summary Report Generated On:3/25/2017 Property Information Folio: 11-3206-014-4000 1255 NE 95 ST Property Address: tC `.$ 4 Miami Shores, FL 33138-2549 Owner BLAINE J WILLENBORG&W LORI 1255 NE 95 STR Mailing Address MIAMI SHORES, FL 33138-2549 ,�� PA Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Zi Beds/Baths I Half 3/2/0 Floors 2 Living Units 1 'a+=tis• •�"'`..'`"°yv, se"�`r "L . Actual Area 3,980 Sq.Ft f Living Area 3,070 Sq.Ft = A2 Mot Adjusted Area 3,333 Sq.Ft Lot Size 13,100 Sq.Ft Taxable Value Information Year Built 1941 2016 2015 2014 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value --4 $369,699 $366,782 $363,475 Land Value $484,788 $399,595 $248,479 School Board Building Value $241,642 $243,576 $239,160 Exemption Value 1 $25,000 $25,000 $25,000 XF Value $1,172 $992 $1,000 Taxable Value $394,699 $391,782 $388,475 Market Value $727,602 $644,163 $488,639 City Assessed Value $419,699 $416,782 $413,475 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $369,699 $366,782 $363,475 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment $307,903 $227,381 $75,164 Taxable Value 1 $369,699 $366,782 $363,475 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption 1 $25,0001 $25,0001$25,000 OR Note: Not all benefits are applicable to all Taxable Values(i.e.County,School Previous Sale Price Book- Qualification Description Board,City, Regional). Page 10/01/2000 $482,500 19323- Sales which are qualified Short Legal Description 2343 MIAMI SHORES SEC 3 PB 10-37 16771- Sales which are disqualified as a result of LOTS 29&30 BLK 84 04/01/1995 $0 2021 examination of the deed LOT SIZE IRREGULAR16742- Sales which are disqualified as a result of OR 19323-2343 10 2000 1 03/01/1995 $0 1260 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: BU A. DE CONSTRUCTION April 5, 2017 State of 00f� County of 1W e, Before me this day personally appeared ShQx�v-s pepb-\-- who being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 1C-)55 uE "')ioCkM Ebbqs fel 33,32) Sworn to and subscribed before me this day of 2017 by 1,% � --- . Personally Known Produced Identification ID Produced Print,Type or Stamp Notary CHRISTINA DEL VALic-State of]Florida •_ My Comm.Expires Sep S,2018 Commissloe•if 157807 'M•tons /pld�dtleou{�Nati0nalNotarvASc^ � z SNoREs �t Miami shores Village oil Building Department ��oRXpA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: I. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: w Owner State of Florida County of Miami-Dade Aay The foregoing was acknowledge before me thiso of k 20A. By W( -C� 1� who is personally known to me or has produced as identification. Notary: SEAL: ^"ZIP •I CHRISTYABAY Notary Public-State of Florida • Commission#GG 069036 YCOMMn Bonded throughN?. .ralkiaryksr. 15gOR�F„s .... J ..,..� Miami shores Village --40 Building Department ORIDp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: �'l ' 60I j 1►' v`C h BUSINESS ADDRESS: (71 � W• 4 CITY H 6 1eA l STATE_ZIP 12' BUSINESS PHONE: 3) 200 .30 _FAX NUMBER CELLPHONE( QUALIFIER'S NAME: judn C QUALIFIER'S LIC NUMBER: Ch C 0 0 2 6 Y IDA p pROFESSIONALREGU`r. (850) 487�13g5 OF FI-OR SS P" BARD �� STATE BUS►NE � Fo EtTMENT OF LASING B L►GE INDUSSTRE T CONS TRUCTI CON OE E NORTH MOLAR FL 32399-0783 1O BUADE JUAN CARL-OS COMPANY INC BUADE CONSTRUGTION 7101 WEST 24TH FL 33016 HIALEAH Congratutations! With this license you become one of the ne2rly Department of Business and ;, STATE OF FLORIDA NESS AND one million Floridians licensed by the Dep 1 , Q� Bus Professional Re9u,at;on. our professionals and businesses range oEPAR1MENT '.. from architects to yacnt broKCr5, from,bo-Orc to h��hPrn P Y'1�`3 PROFESS�ONf�L:RI=GULATIC�hI restaurants, and they keep Florida's economy strong. CGC858258 ,SSUEbn,06/02/2016 Every,day we work to improve the way we do business in order to serve you better. For Information about our Services, please act DE, JUAN CXPLOT log onto vvww.rnyfloridalicense.com. There you can find more CERTIFIED GENERACCONT..RACTOR_ you, about our divisions department newsletters ers the anldtions lea learn about BUADE CONSTRUCTION:COMPA INC you, s - the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Ch.469 FS. Fairly. We constantly strive to serve you better so that you can IS CERTIFIED under the provisions of Lt6.489 0i2. serve your customers. Thank you for doing business in Florida, Exp;ration date AUG31.2015 25 and congratulations on your new license! DETACH HERE �- KEN LAWSON, SECRETARY RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD a x The GENERAL CONTRACTOR Named below IS CERTIFIED � t' Under the provisions of Chapter 489 FS. Expiration date: AUG 31-, 2018 BUADE, JUAN CARLOS BUADE CONSTRUCTION;COM'PANY INC 71.01 WEST 24TH.AVE 2-3,- HIALEAH .-FL 330:16Rfflk -` rim �}ti foa - ^.� .� r �.• c,. ii�„•�� �i- f c�'�r r �'•� `ss q•'n ! ISF�„� �a. • S y�. t � �$'7�} �'F ,•� � R{"rn s � ?�' c <, � r�"q i� n w fr'• u. � �t'f"'�^1 : .. • `t+.lk� �..�i'-, ::•• a -. IC 'd..c rr"tk �'rl!:.t.y ,k,M 3 y1i "r. JR-. t 2i.i:•.--W�'°!siGr,. .�•ik:� kn e� t �:SCI •• CC, i'r' r.� �t. .r .j; .fah >.tir �.?:.N�r� �;;f,. .y+-r••.�„«4t i.n'tx'y<. � r;,,:� ''1.'r!ir.riy,siHh y.. 4 i�r td� rla ''. >4 teas`" }` as{ '�l:¢{r ^S,k t� 1 ,;` ,. 4� � r << r i t � x f,'+ :� �. k. 2 r ••+r •y'S F,,a N,t^ k c ,. 1 r� r � t,t ri � r'r 1 •1 rt ` .cam+ 1 < � ' �Yl A 4 t X ry n.x r Xf�'n r�F -n ,r� ,.i c .2 r y.l i.. 1 .13! a •c , i k.S"t TMC.k 4 ~fid- y }t r* - S. 1,0 4 .. i r t a ..+.� t ,� rw t" yt✓j�-t'r / " r _ �`.} ?i £ r }r c < r r; r � � � i� +l •� r hr t:C rte `.r k :�ir F. �f 5�? �Yt r�i Y'.�' f ' : r r". � r k r r i .3 r F�Y js Ay� 'i S s } .i`Li,a ♦�� l _ �, i'1{}-v�-..��a i�S'• SABCO-1 OP ID: MZ ACORO� DATE(MMIDD/vrrY) CERTIFICATE OF LIABILITY INSURANCE 12/22/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: Kahn-Carlin&Company,Inc. P"°NE l.305-446-2271 aC No):305-448-3127 3350 S.Dixie Highway c No Ext Miami,FL 33133-9984 nn RLEss:certificates@kahn-carlin.com INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Evanston Insurance Company 35378 INSURED SAB Contracting Services,Inc. INSURER B: Buade Construction Co.Inc. INSURERC: 9239 SW 227 Street,#27 Cutler Bay,FL 33190 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE POLICY NUMBER MM/DD/YYYY MMIDD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 11000,000 CLAIMS-MADEFRI OCCUR 3AA123864 12/22/2016 12/22/2017 PREMISES Ea occurrence) $ 100'000 MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2+000+000 ❑PRO- ❑LOC PRODUCTS-COMP/OP AGG $$ 1,000,000 71 POLICY 'ECT OTHER: COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY Ea accident $ BODILY INJURY(Per person) $ ANY AUTO ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE NON-OWNED Per accident) $ HIRED AUTOS AUTOS $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ PER OTH- WORKERS COMPENSATION STATUTE ER AND EMPLOYERS'LIABILITY Y I N E.L.EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE "/A` OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) Re: General Contractor CERTIFICATE HOLDER CANCELLATION MIAM-04 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village 10050 N.E.2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores,FL 33138 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 1 - s -f" 'i I JEFF ATWATER j{ CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES } DIVISION OF WORKERS'COMPENSATION i "CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW R CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 7/10/2015 EXPIRATION DATE: 7/912017 sPERSON: BLADE JUAN C t FEIN: 650672454 t BUSINESS NAME AND ADDRESS: BUADE CONSTRUCTION COMPANY INC z 9239 SW 227ST#27 6 CUTLER BAY FL 33190 SCOPES OF BUSINESS OR TRADE: tit LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440 055 14),F S.or;cf!,ter o: ex etnpluLt hom Ihd chepler by hkoq a certa,cato of election under 1Ms section may nor recover benefits or compensalnn undwPos thapte..t.rarnot to Chapter 44p 051 t_),F.5 Cere'x::es ut crcrmn;o oc exonpl apply only 'mNat the scope of ble Iws ness or fraee listed on the"o,"of ote...an to he c.rmpl Pursuant lu Cnan:el 4.10 0517 JI,F S.r:onces of election In De ¢tempt end cer ltelfes or ino,t n to ue e.-Tpt shell be zno)cr i to�evocnuon Ir e'a Iy tone after the I't.;of Me rpLCa or Isle Issuance of lnC Ce:lllCatC. the p..son wmcd on tno note¢or cer.Iticale nn long±I n,cv�ts tn.Ie�uu«mems m Ih�s sncnnn mr lssl.an-e or; n.teate In"deoodmeno shall rxvnke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 0&13 QUESTIONS?(850)413-1609 �3 gi 4 pc {F 4 t L i t i t 4F `}I p! i 4 s k \N s Miami Shrres Village DATE � .� CIy APFROVED BY 62017 ZONING DEFY BLDG DEPT --��` FEDERAL SUBJECT i•O C�'NIpl.tANCE Wi All s STATE ANS l:(•UN °f r uL-S AND REGULP nONS , : .. ��.... .... ALV �w`'�J 1=,� �•4 yrs;- ;��� ,-'Z-K. � ...�.. .:. ....:. .... .... . . ...... . ... ..... .. .. .. . ...... ���Xg2 MMS GI ERIN I.N.C. Kd ^ .85 2100 W 7.6 Street, .Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014 Robert S. MOIISOLIr, P.E. FI # 119 - 6(024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. AMI DAA 175 MPH WIND ZONE Interior &'Exterior Zones4 5 - Walls)( Pressures Sit Exposure C For the 175 m ind Zone CATEGORY 2 Effective Wind Area (or, Tributa Area in S uare Feet *MH!:`i0, 10 20 .30. 40 50 60 .00 0.95 0.92 0.89 0.88 0.86 38.5 37.5 36.7 36.1' 35.7 40.8 39.7 38.9 38.3 37.8 '4 42.6 41.5 � �40.6 400 39.4 4.6.5 . 44.4 43.2 42.3 41.7 41.1 49.4 47.2 45.9 44.9 .44,.2 43.6 50 51.8 49.4 48.1 47.1 48.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zon (4. Walls�Aejiv Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tri utary Area) in Square Feet Height f 10 20 30 40 50 60 (Ma " um) 4-AD -1.05 -1.02 -0.99 -0.98 -0.96 -42.0 -40.9 -40.2 -39.6 -39.1 -44.4 -43.3 -42.5 -41.9 -41.4 -48.4 -46.4 7 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51,5 -50.7 -50.1 • 60 1 -58.2 -55.8 -54.4 =53.4- -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 m h Wind Zone-. CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 1 2030 40 50 60 Maximum -1:40 -1.29 -1.23 -1.19 -1.15 -1.13 .1.5 -54.1 -50.4 -483 •• -46.8, -45.6 -44.7. :20 -57.2 ; =53.E„', : :5:1:1 : -49.5 -48.3 47.3 25 -59.8 ,.'55.8 '. ':'53 •' -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 '-53.9 -52.6 '-51.5P 41 4'0 -66.1 . .64.7 •-59.;1 ••. -57.2 -55.8 -54. All 50 -69.3 -04.7 '. : :6.1.b•: . -60.0 -58.5 L=60 -71.9 boo -87.0 •• •-64.2 ' • -62.2 -60.6 6 Length of End Zone (a): 10% of36att hbrizon1V Arnension or .4 h,'whichever is wall r but not less-than 46/o of least horjzojft�p niioA.6c3 ft. (h = mean roof heiglit inlfoot): NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS: MIAMI DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION EPARTMENT OIr REGULATOR D ECONOMIC RESOURCES(RER) 11805 SW 26 Strtet Roan 208 BOARD AND CODE ADA31NiST TIO IVISION Miami Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF AC PTANC NOA www.miamidade.aov/eeonomv Florida Storm Pan Supply,LLC 14475 N.W.26'°Avenue Opa-Locka,Florida 33054 E: This N u 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 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 this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is det County Product Control Section that this product or material fails to meet the re ments of the applicable building This prod ' approved as described herein,and has been designed to 1 with the High Velocity Hurricane Zone of th lorida Building Cdde. DESC TION: 0.029"(min.)Galvanized Steel Storm Panels Shutter APPROV CUMENT:Drawing No.AD 12-32,titled"22 ga.G nized Steel Storm Panel-LMI" sheets 1 through 4 of 4,prep YE t revisi ay 27,2015,signed and seated by Yiping Wang,P.E.,on June 02,20 caring i- a my Produc ontrol Revision stamp with the Notice of Acceptance number a the expiration date by the Miami- -de County roduct Control Section. MISSILE IMPACT RAT G: Large and Small Missile Impact R ant LABELING: Each panel sh bear a permanent label with the manufacture a or logo,city,state,the following statement:"Miami-Da County Product Control Approved",and NO number,per TAS-201,TAS- 202,and TAS-203,unless otherwis oted herein. RENEWAL of this NOA shall be cons ed after a renewal appli i has been filed and there has been no change in the applicable building code negativ erformance 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 well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. NOA No.15-0615.06 MIAMHW COUNTY •• ••• • •f Ea iretion Date: 01/23/2018 � � �� � � � � • proval Date: 07/23/2015 .• • • • • a��Z3�2 o/S Page I • •• •• • • • •• •• Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 002-1120.02 A. DRAWINGS 1. Drawing No. 02-868-111, titled "22 go 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. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations,sheets 1 through 26 of 26, dated November 18, 2002,prepared by Frank L. Bennardo, P.E.,signed and sealed byF7�ankL.Bennardo,P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo,P.E.,signed and sealed by Frank L.Bennardo,P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory,Report Number 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 1. 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$uperviso NOA No.15-0615. Expiration Date: 01/23/2 8 Approval Date: 07/23 15 • •• • • • • ••• • •• ••• •• • • • •• • • • • • ••• • • • • • •• • • • • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Storm Panels,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-0410.01 A. DRAWINGS 1. Drawing No.AD12-32,titled"22 ga.Galvanized Steel Storm Panel-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 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-1210.01 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 11 y A.Makar,P.E.,M.S. Pr duct Control Unit Supervisor NOA No.15-0615.06 zpiration Date: 01/23/2018 provai Date: 07/23/2015 • •• • • • • ••• • •• ••• •• • • • •• • • • • • ••• • • • • • •• • • • • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 I through 4 of 4,prepared by MCY Engineering,Inc.,last revision#1 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 1. By Miami-Dade County Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. ProdHel .Makar,P.E.,M.S. uct ontrol Unit Supervisor NOA No.15-0615.06 Expiration Date: 01/23/2018 Approval Date: 07/23/2015 •• ••• • • • $-! •• • •• • • • • ••• • • 0:0 •• • • • • • • • • • ••• • • • • • •• • • • • • • • ••• • ••• • • • ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • x� PRODUCT MARKING WIDTH UNLIMITED "TIO T MARKING 2 08Y 3.375'MAX (PREP.TO PANEL SPAN) ,� "TION OPTIONAL 1t-375'r 22 s:V0.02T 1375'* OCATON OPTIONAL) 2.000' 0.375+ •3�� TOP MOUNT [Q�j Q 1N'ROLL BACK 0.189' 0.197 (CONNTYPE Z T 1.312' 1.312' 1.31 y., }g, AS READ) TYP-SECTION OM10F7AL 14.20 STITCH ESI N S, 0.082• W •Drinu b b �^ I` BOLTS WINGNUTS WASHERS 1. NED 0 781' 1.781' 1.781" 1.781' 1 "o d"� o o OVERLAPS 0MIjpSPAN odd 1M• 1.781• megg(� (USE ApP(bDPi1ATE BACK 12 OVERAGE O 0,062' 1.781' 7 w W SPAN TABLE) TYP d j ¢ 14.438'PANEL L TH w O PUN VIEW 1 2 •• n"U fBU1LD OUT"F"TRACK 5�" IBgScK ; 4.000" ,L',� 1 000". 000" W p 114-20x314' •7^f Z 4A5 m O�+•eDS SS STUD o� � 18 GAGE(I=0.O51S•GALV. � �� N n I 0.126'TYP. 9TEEL�GRADE 50) 3 •�, o b Ro.30T •T�� o a 8 y a -� 6.000 MAX 1 1MIN MAX SOW MAX .250 tA00' BOTTOM ARO 1+0.075'MN (CONN TY Z J a AS READ) nBULL DOUT/CLOSURE ANGLE J•PAN CLOSURE E o N 11 'HER 12 ER END CAP A NTS M , ON TOP BE BOTTOM Z 6 i�0 10(ZA�3�� V.STEEL CRADE"ISE 18 1750'OEEP TYPK:N. W W • • OPTpNR.REOUIRED ONLY -p • • • ••• • FOR USE VM TRUSS HEAD W Z % I •••!•• - • .00. 2.013 ANCHORS CAUK4N) • • • • • 1.875' 5.313 Z •••••• 2.061' ' - •••• • • • 4 0063" 1.935' SOP MOUNT LAST PANEL ttPICAI PANEL AeOWE w� Y • UNERAL NOtS: • • . g 0.093" . J207 0.067 (CONN TYPE BEF PANEL TRucrION }(� • •••••• y o.os3 BSTRucTION ovE AS RtnP V = 8 READ) ••••V.*RIS SHUTTER SYSTlMHAS BEEN DESIIRM Al"ESTED AS A LARGE G' fy,., •'a c 0.093" `gt z MISSILE IMpACVPRSIECTA SYSTEM IRACCORDANCE WITH THE sK a 0.003" p'0 f3+ N o 0 •••'LeRIDABUILDRl/�DL*014ANDPROVOt"TPAOI FORLARGE I'+ o o ri 0.093' I '� • !'MISSLE IMPACT,TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 0.063' 0.083' •' BOTTOM •••f0fFOR CYCLIC Alfb �LING. •••••• 1.937 0.003' 5.313+ MOUNT 1.937' (CONN TYPE �o • 2JR.TIMATE DES14Nk"OBTANED FROIRAW010,MULTIPLY BY O'S AS READ) ••••9H ALL BE LESS THAN OR EQUAL TO MAX.DESIGN LOAD IN THIS TOP"H"TRACK BOTTOM"H"TttACK STOP"U"TRACK BOTTOM"U"TRACES =0 5 • DOWMEN7. • •••••• 13 14 lid-- (LOCATION 7 • •••••.0033 3%INCREA•i•F#SL.OWABLE SIMS•SIM NEEN USED IN THE $ Y V Y - • V • DESIGN OF THE AMH•R SPACING TABLES. TOP MOUNT J • 40,94101 • •• 1 EXISTING (CONN TYPE 7y �' • 4.POSITIVE AND NEGATIVE DESIGN PROSIO ES TO•E USED WITH THESE WINDOW AS ftE00) VV ••••SMV61NOS SHALOM•E•ERMINEO BY OTYERS ON*"-SPECIFIC BASIS d IN ACCORDANQE WITH THECOVERNING(NIDE.WHEN ASCE T-10 IS USED 114-20 SS.SIDEWALK - 'fj`Td, PANE TO S CALCULATE PDMWS FOR USE WITH THIS PRODUCT.THE USE OFA OR MACHINE BOLTS •f X OBSTRUCTION DIRECTIONALITY FACTOR YW=0.851S ALLOWED. WASHEREDWNGNUT *2P O.C.TYP. g 1 � ~ LU S.THE SHUTTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT 1.000, 1 a (CD"1tM47OU1fpE OPTIONAL 1M-2 0 STITCH BOLT _j W PROVIDE INFORMATION FOR A SPECIFIC SITE.IF SITE CONDITIONS A RL EAP AS READ) WASHERED WINGNUTS FASTENED W DEVIATE FROM THE CONDITIONS DETAILED HEREIN.A LICENSED 18 GOALV.STEEL EXISTING *OVERLAPS 0 MIDSPAN N 0- ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC VENT PLATE V MAX GONCRETE HOLLOW (USE APPROPRIATE SPAN TABLE) DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. (0.048'SM.THKI BLOCK OR WOOD Q � a OR2'XTx0.12V FRAMING 0 x 0. B.PERMIT HOLDER STALL VERIFY THE ADEQUACY OF THE EXISTING 8053-76ALUMANOLE O STRUCTURE To WITHSTAND ADDITIONAL IMPOSED LOADS, CORNER CLOSURE DETAIL !�WAL MOUNT CLOSURE DETAIL B NTS. A N ELEVATION I N N S Q N 7.STORM PANELS SHALL BE 22GA STEEL(OALVANIZEO TFIIC%NE39 NA.028" MM CONFORMING TO ASTM A663,STRUCTURAL QUALITY.GRADE SO,G90 OVERLAP WALL BEYOND WINDOW DISTANCE O GALA.COATING WITH A MIN.Fy=82.0 KSI.ALL EXTRUSIONS SHALL BE GREATER THAN OR EQUAL TO 1.b TIMES W63.T8 ALUMOJIUM ALLOY. RUXO.OUT DISTANCE(2001 FSC SECT.2413.731 EXISTING ALUM.ANGLE®OR J-PAN CLOSURE (� 0 0.250 CONCRETE HOLL PIECE @(SEE DETAILS ABOVE)_ J 8.PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE MAX BLOCK OR WOOD MEGR 1 MAY BE REVERSED 0.250* LL MARKING PER PANEL AS FOLLOWS: FRAMING OVERLAP MAX FLORIDA STORM PANELS.IRC KA1 M M DPA-LOC ,FLORIDA ALUM.ANGLE 8 ORJ-PAN CLOSURE g 7' ASTENER 015.O.C.FOR DESIGN MIAMI-DADECOIINTY PROD.CONTROL APPROVED 91- 1 rn PIECE®(SEE DETAILS ABOVE} LOADS LESS THAN OR EQUAL TO ONCRETE ANY ACCEPTABLE ANCHOR).FOR DESIGN CCONC 8.STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM G LEG DIRECTION MAY BE REVERSED A (SEE ANCHOR SCHEDULE FOR Np • •• -' SPANS AND LOAOS SHOWN ON THESE DRAWINGS.REFERENCE 1.000* ANY \ .' ENSE u1•, M-os-N CONSTRUCTION TESTING CORPORATION(CTC),OF MIAMI.FL,TEST LOA IUSGREATENGIE HOLLOW .PIPING WANG. E. An NOT" REPORT N0.02-041. 87pd USE ALUMANGIE CLOSLME BLOCK OR WOAD N EXISTING FASTENER*15'O.C.FOR DESIGN w EMBED PIECE ONLY WITH ANCHORSo .. A 10'O.C. FRAMING PLO DBAtNf,•aL 10.TOP S BOTTOM DETAILS SHOWN MAY BEINTERCH FD AS FILED CONCRETE HOLLOW LOAD$LESS THAN OR EQUAL TO gm FRODUCTREvis O _ � 53983 CONDITIONS DICTATE.PANELS MAY BE MOUNTED HORIZONTALLY WHERE BLOCK OR WOOD 87pa1(SEE ANCHOR SCHEDULE FOR IU _ .; GAN. 4877 -yeY 30.4 APPLICABLE,EXCEPT FOR MOUNTING CONDITIONS INCLUDING FRAMING ANY ACCEPTABLE ANCHOR}FOR DESIGN W PIY+ti4 with 16o FlD1id0 HEADERS. LOADESGREATER THAN 2.00' +dWiCodc M0. 87pe(USE ALUM ANGLE CLOSURE MIN ACCCPLBLIea NDI _ RA M U CL � ' 12_3 11.ALL BOLTS 6 WASHERS$DLL BE ZINC COATED,GALVANIZED OR PIECE ONLY WITH ANCHORS 0 b'D.C. pate F N.T9. STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI- I8 'cr Lr' n BU1LD•OUT MOUNT CLOSURE DETAt4 \ :� � 1 OF 4 �� 15 NO CONCRETE HOLLOW OR C3 CONNECTION TYPE WOODFRAMING. EMBED RiFERENCEAHCHOR EA1°E0 SET• "OFFSTRUCTURE MAXIMUM ALLOWABLE MINIMUM SEPARATION q SCHEOULETSFORMAX C2 CONNECTION TYPE SPAN SCHEDULE _ FRO GLASS S EDULE SPACING REFERENCE ANCHOR C! N TION TYPE RIEVER O MAY TOWARDS SCNEMXET3FORMAI REFS ANCHOR REVERSNING % SPACING SCHEOUL FOR Bq THE OPENING p MAXSPACI No Glitch emd,Bulb PadSTB Spas, 66M(Aadl $4PerAYm i EO EO S EO E4 LOAD Bolts AT M LoSd(PSF) Thm Sly) 4f-3D) W(PSF) I.MAX(n) LMAXM)X9+) >'q 25 10•_7• 1pY_7• 5'-0" 2.75• 1.22' 2 7y 30 8'-8• 2.75' 10'3' S 2 35 10'-0' 10'-0" STUD ANGLE 10'5' 3.00' 2.75" 1.25' a 14 TEKSCREW OR DIRECTION ANY t +N-� BE REVERSED. 4 -• '.B• 35 8'$' 2.75• SCREWSNwelr ASSFMACHINEOWN C2 CONNECTION TYPE REOOOUTS 45 9'-4" 9'S' T RUEIENCEANCHOR SEPALDIST t0' 7 CONMECTIO S) 1 SCHEDULE T3 FOR MAX. 2.75 9' �3) 'S TABLE 49 8'-11" 9'-3' SPACING T2FORMN.1 50 8'40' 9'.2" 4 2.75' 7 NEXISTINo 55 8'-SV-11" 9'S^ 3.00' 3.00' EXISTING 'y 68 B'-2" 8'•10' W-(r 2.75' 1.32' e ,R�NM 0 8'S' 2.75' 2.4P Y y 80 8'-1" 45 8'-9' w T 9'-4' 2.92' 2.92' w I� 65 T-9' 8'-3" w ED EO °3 70 T-8. T.g• g•_p• REDO SEPARATION OPTWNAL BUILDOUT �E{� 72 Th' 7'-8' 8'-1D' 2.75• 2.73' Z'f N FROMGLASS MOUNTNGCONFIGURATIONS i?. 2.75' 1.43" w pIEF.TABLE T21 (AT NEAOER ORSRL) , 75 T-2^ 0'-9• 9'-t" 2.75" 2.44' W Z • 80 8'-9' W • • 8'A' 8'-O' 2.75' 1.51' Z • • • ••• • • 10 + 6-0^ 70 •••••• • • 100 5'-4' 5'-4- 7'S' 2.75" 2.24" 0 I • • . 110 4'-117' a'-to^ Z Z 120 4 a•-5' W •••••• • _ .5' a 1 130 4-1' 4'•t• �p .+� • • 0 1M-2•x S.S. • , xY4.�3. TABLE T2 NOTES: ••f,�A�TE, � MACHINE SCREW Ex+Iwil"GoLOWwlRoac B "�" IR'23'OG SPAN SCHEDULE NOTES: -+ DLLOW SLOCK OR "MAXRQ12B O.C. WOOp FRAM! C2C ECrION TYPE 1.ENTER SPAN 6GNEIXILEWITH NEGATIVE DESIGN LENT SPAN SCNEd1L£WRN POSRNE DEM ••T��p.RALING • • SPACING � (SEE ANCHO EANCHOR LOAD TO DETERMIE MAXIMUM ALLOWABLE STORM IOADODE7FRL+NE ABHNAl1M ALLOWAOO BTOBE • •(SEE ANCHOR SCHEDULE PULE TS FOR MA%. PANELSPAN.BC/1EDlILE IS ACCEPTABLE FIRTVSE PANEL 9EPAMTION FROM OI/13S OR DOORO BE ••*NOME T3 •M•• •••• E PROTECTED.ELO D$OffiREl1UIRID FOR USE fN6E00N TYPE NO WITH POSHNELOADS LESS THAN OR EOUALO �H,POSnNELOADB ONLY. BASED ON TYPE • • • • OF STRUCTURE) NEGATIVE DESIGN LOADS. • OFw*=U E) •••• •••• iNfERPOVIT[ON BETWEEN LOADS L4 2.INTF rAVF OTHERWISE USE NEXT •••••• G BU D OUT MOIjt�T JION (� WALL MO l SECTION ACCEPTABLE.0THEM8E USE NEXTN-HER LOAD. ACCEPTASLS'OTHEAYI SE U8ENE%T HIGHER LOAD �S{ • • N.T.S. • A EXTENSION r ••••• •••• •••••• EXISTING WOODTRUSSES WALL FINISH • Qtr O.C.MAXMAK • • EEL TUBE TO BOTTOM immJ • •••• • •• BLOCKEXISTING CWOWF FRAMING.W CIIORO•VR(!)1/rd"E1YFO } • Cl CONNWTKR%TYPfitI)T" wi STING CONCRETE HOLLOW (SEE OR WOW FRAMNO. LAO SCREW EACH TRUSS •f BNBFI•li OBE AT 125'• E ANCIIDRSCCst—IIEDULE BA EANGOR SCHEDULE Nt6.2r O.C4WERENSEBASED ON TYPE OF STRUCTURE) BABED ON TYPE OFSTRUCTURFa (24'O.C.MAX) a 0- ANCKOR SCHEDULE* //[[IT-CCC�TT ^� �j T3 FOR AM.SPACING), 4TUIYx0B47S'MN STEEL TUSE U) s USE REMOVABLE C4 CONNECTION TYPE J Q ANCHORSONLY REFERENCE ANCHOR _ rVNFADER TO ROLLED STEEL7UBfiWILE Rtl,j 1SPACSCHENILETl F00.MAXI UTO EXISTING REDOSEPNNT04 FRODUC:7'ItCNISED LRAZNG FROM GWS 1 with the Ft rida OUEF.TABLE T2) Nu comply ngREODSEPARATKN >FICIS FROM GLASS ' + AC=PtenCO 140 5- •6 teCLE%IBi1NG (REKTABLET2) a S Bxpi ion DateGWINGF {[ TRU M TSEC N GALV STEEL BPAc n of0F.7Zd U4-2AS RELVD. _'SLS. DL� „ N.TA. Cl CONNECTION TYPE (V 5 t0MACHINE SC�TZEOW�B io � ANCHORS TO BE AT 123.01% a 626'0.0(SCHEDULE LEGGIN tl' T3 FOR MAXSPACNG),USE MAY SE REMOVABLE ANCHORS ONLY .1l�il ti:T REVERSED FI...'DONCRETE. a� -t .T r F:• (-, 1 SAYS" 06-GS4 HOLLOW BLOCK OR 1 % WOOD FRAMING °' G•_j�{•�0 tlp4i,b V IDX[ EXISTING CONCRETE N4.2Bx 34-SA. (SS SCHEOu - "F7ARqA_RLZ1IY�RA71dN "EVE &I. MA CHSNE SCREWS EO EO Fl. 55985 HOLLOW BLOCK OR e12.SO.C. BASED ON TYPE WOOD fRAMINO C4 CONNECTION TYPE Of STRUCTURE) gpgr7 NOT u- (ODFRAFING cicaNNECTIONTPE �ER�EA'O"� " SCHEDULE REFERENCE ANCIIORSCHEDULE 73 FORMAX SSS _ E"WM•• SASSD ON TYPE SCHEDULE TS FORAM. SPACING EXTERIOR WALL FINISH. OF STRUCTURE) SPACING PROTRUDING FROM ''1 �'. 7 ;1 AD12-3; � MOUNTING "F"TRACK/DIRECT MOUNT SECTION J CEILINGIFLOOR MOUNT SECTIONTOe SURFACE RTI. N.T.S. OFF WA MOUNT SECTION , . _ _ '.•_.z or 4 L ,LTB. 2 2015 PENETRATOR FJOSTING CONCRETE.HOLLOW OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS ft= EA EM EO (SEE ANCHOR SCHEDULE EASED ON TYPE OF STRUCTURE) FLOCK OCOOW FR HOLLOW CQt CS CONNECTION TTT'[ BLOCK aL W000 FRAMING. REFERENCEANCHOR (SEE ANCHORSL7EDUlE HEADER TRACK ISOMETRIC SCHEDULET4FORMAK. BASEDON TYPE OF STRUCTURE) Q TOPTRACK N.TS SPACING 12 (1)rxrxaarx1�14- T CONNECTION TYPE ANLEOENOWX2) REFERENCE ANCHOR10 Si{SMSGro TRACK O SCHEDULE T4 FOR MAIL CLW LOCKS 75 SPACING END PANEL RUSH AGAIMIT I TOP TRACT( REGO GLASS "' f SEPARDIST MAX 1 (SEETABLE 15 T2 FOR MIN. TOP YT'TRACK OR �V01 FASTING TOP'U'TRACK GLAZING ^ (FASTEN TO i REODOLAS8 SEPARX STRUCTUREPFR EXISTINo �� 'SECTABLET2 FOR MN) i SECTIONS TO LEM oN JT GLAZING1 a t2 Z• per. F OPTIONAL PLASTIC KNOB, t' TO EASE PANEL SLIDINGf ll Z t)HEADERENDCMa V 0.800' Z QEMWOP14SMS OETA(LTaTRUEFT) EE Z J d N 1 ( TOTRACK 2 1pp0 • 1`J 0.70'PERFORAibN w Z N AT MIOSPAN FOR UBE Z^ • 4V • • • • • 14 DGE WITH REMOVABLE HANDL•••••• •O• T PLASTIC ANGOR S • OST1NG QpNCRETE. 0.826' 0. 6' PLASTIC KNOBS Z Z I: 1 HKXLowBLocKOR • W FRAMING MBD -^ BOTTOM Tf TRACKOK .� •••-(8EE ANCHOR CB F8:110N ME • BOHE0IXE REF E -"P 7CONEFERENCTIN HORTYPE BOTTRV TV PRACK(FASTEN TO •EASED ON TYPE • •••%t�ULET4 FOR MAX SCHEDULE T4 FOR MAX OETARS M.NSOTOLEFT) cc BC • OFSIRUCIINE) SPACING G bI •••••• • •• •• •• SPACING ••••• �S1`CtIaN •- ICRES ILING/FL MOUNT SECTION ••••• Pu-L--wu OPTIONAL PLASTIC K0 IS • • • �� n • • •••• •••• •••••• • • Q!¢TNOCONCRETE WQ9r•1110 EXlSTMG CONCRETE.ROLL / BLOCK OR WOOD FRAWNG.• ELDCK OR WOOD FRAMI •••••• _OF ^,PE F •• PENETRATION (SEEANCHORSCH • OREMBLb EASED RUC7URE) ®SILLTRACK ISOMETRIC J • • ••• • • • CS co"E"CNON TYPE BOTTOM TRACXN.7.8. >: d d ••••• w w RNSTcRENCi ANc • SCHEDULE T4 FOR MAX ' LEO MAY BE BE SPACE ADJACENT LASTPANELMOUNTED ( tL TO W d49 MAX PANEL WHEADER FROMINSIDEOFBLDO nP 12N •TOP PER J ¢S¢ 18 y2Y .__ COVERAGE DETAB.'P' nPl ADJAtCEpT J w J i GS$ OVERLAP PANEL LLw U'1 ANCHOR !6CHM5.T4 nPB 12 N J FOR MAX REODGLASS SEPAMINST(SEE TAKE (•- EJOSTNO 1 yI T2 FOR MRL) Q ! OWING (u xt REDO(4.... a '1' B•SAX (2)1N-20 S8.STITCH J 0 1 BOLTS W!WNORUTS MIN" Q (bfIST N N IX�1ST AZING A C�OOPANEL)LATEB 6'MAX FI'l ACN SIDE OF LAST AIC T2 FOR ��7FS (7 O ADJACENT PANEL ADJACENT PANEL -j CTCONNTYPE }} - REF.ANCHORBDHEO. Z (i)/l423POkERB T4 FOR MAXSPACINO y ABANELAROUNDCWINONUT PANEL(NO NOTCH RH INOE�tI((111(%! EXISTINGCONCRETE. ` 7 HOLLOW NOCK OR 1 J WOOD FRAMING \.•' tiN SF ,•' �s (SEEANCIIOR DIRECT WALL MOUNT EXTERIOR ELEVATION FL12-32 aBBL6 M SCHEDULE TT DINE ALLMWNT EASED ON TYPE EMBE FASTEN EACH PANELADAACENT TO LAST (REF.OETAK'. ......8. ��Rw�µ�-C",Fy�.�RP��.E.OF STRUCTURE) PANEL Q BOTTOM VOR)ELCO PANELMATES - �� �•�1D1''T'LigNLED MAr eE BENr PRODUCERfiVISED TO NMO MAX {(i)POWERS CALK-N.ALTERNATIVELY, _ Y- 5USE(7)PANELAATES AND NOTCH BOTTOLI omyHlying Mdth t0 flwidB C1LN-i�8B77CORNERSOF LAST PANEL TOFR OVER I�UIIding CDdorINNERMOST ANCHORS. Acceptance MoIS-O O6 DIRECT WALL MOUNT SECTIONBxpi ionf3Btc"118 HEADER/SILL MOUNT SECTION N ALL .' `•t r�Aa ;``" O TRAP MOUNT TRACKS OH ANGLEN.TS. (REF.DETAIVSjN.T.6. Qy M' MColttrDl Ol 4 JUN 0 2.205 o� ANCHOR SPACING SCHEDULE ANCHOR SPACING SCHEDULE T ANCHOR SPACING SCHEDULE • 0 ewouNrp4N 1 i e 7 Pm 2.5'EDGE DISTANCE 2.5'EDGE DISTANCE 2.0'EDGE DISTANCE F' PANS UP TO 5.506 SPANS UP 708.678 SPANS UPTO 10.679 F: SPANS UP TO SPANS UP TOkEMBED SPANS UP TO SPANS UP TO G ANCHOR LOAD coNN TYPE cowN TYPE CONN TYPE u ANCHOR LOAD 5.506 8.676 HOR LOAD 5.509 6.671 u [PS� �K ��f . CONN TYPE CONN TYPE (pso CONN TYPE CONN TYPE 1 C1 C3 C7 04 CI Cl C] G CI Ci C3 04 �p C5 CB CS C6 N07 CB C7 C8 -314'EMBE 39 12.5'16.0.16.0'16A' 12,5.1&f 78A'18.0' 12.5-16.0-11.9-13.5- 114'x1-14'EMBED 39 1&E 18.0• 1&0" 1&0" Jl4•EMBED 39 1&E 15.3" 13.8' 9.7- ELCO TAPCON 49 72.5"t8A'18.0"16.0' 12.5'18.0'71.513.3' 12.5'18.0• eA"tO.T LCO TAPCON 43 IS. 18.0' 11.4' 16A' TAPCON 45 18.0' 133' 11.5 SA• (MIN 3320 PSI CONC) 68 12.5"7&E 16A'18.0` 12.5'16,0" &9'11.1' 12.5.18.0' 8S 109' (MIN 332OPSI GONG) 65 15.01 16.0- 7.5" 76.0' 32OPS1 GONG) 55 75.7 10.8" 9.6 8.01 (� TCapQD)•483.00 .'14.3' 125"teff 6A'10.3' 125,16.0' 8.0'10.3' Tc PQb)'453.00 65 14.2* 16.0' &0" 18.0' )•38SAO 65 12.9' 9.2' 8.5 8.5 b)=178.00 130 1 8. .0.1D.T 12.516.0' 6.0'10.3' 12.5'16.0• 5.0'10.3' VCSP(b)•415.00 72 11.0' 16,0' 6.01 18A' )•380.00 72 11.5 89" 8.S 8.01 n ro 114'xt- 39 .5' 18.E 12.5.16.0'15.2'15A' 12.5.18.0'10.8'12.1' 1/4'x7.718'EMSED 39 1&01 16.5 --74.5 16.E VLuIl64*xl-7Ar 8EMBED 39 18.E 16.0' 7SYALL•POINTS 90LIDSET 40 12.5`1&E 18,0'1&0' 012.816.0110.2'11.8' 12,518.0' 7.5" 9.5 All-POINTS SOLIDSET 45 .160 16.01 10.1' 19A• INTS SOUO.3ET 45 18.01 14.7• iJ.2' 99"LEAD SHIELD ANCHOR 88 128'18.0'16.0'18.01 128.16.0' 7.9' 9,01 12.5'TSA" 7.1. 9.Y OC LEAD SHIELD ANCHOR 55 �16.0- 18.01 6.S 160 HIELD ANCHOR 65 18,01 12.0' 70.8'TcWb)•426 T2 12 18.0'iiS 12.7 128 WIr 7,1. 93' 12.5.16.0' 7.1" 9.2' �Tcap(b)•420.00 86 '126' 16A' S.3• 16.01 )•425.00 85 14.1' 10.Y 9.S 6.T Veap(Ib)•429 130 12.5"1&0" 7.1' 9.2* 12.5'16.0' 7.1' 9.Y 128'16.0' 7.1' 9.2" VmpQb)=429.00 72 9.B" 18.01 5.3' 1&E b)•429.00 72 130 9.2• 9.5' cJ 714•z1-Y MEED 39 12.b'1&0'18A'16.01 72.5'16A-13.3'15.7" 12S'16.01 9.Y 12.5 1!4'x1.2•EMBED 39 16.D' 16A' 12.9' 18.01 114'x1-2'EMBED 39 78.0" 11.8' - 18. 7.4' YI ELCO PANELMATE 4B 125"18.01164'18.0" 12.5.1SA'89"124• 12816.E BS' 9,01 ELCO PANELMATE 45 1&0' 16.0• 8.8' 1&f ELCO PANELMATE 45 14.1' 10.1' 8.5 BA' Il.k. (MW 3350 PSI GONG) 58 12.5"iS.0114.011&01 12.518.01 6.9'10.4- 12.516.E 63' 9S (MIN 3350 PSI GONG) 55 76.01 18.E &B' 16.01 (MIN 3350 PSI CONIC) 65 11.5' 83' 7.3" S. TapQb)•372.00 72 12.5"184.10.0'139' 12.6'16.01 B.Y 9.5 128'16.0' 6T 9.5 TCapQb)•372.00 65 1 t.f 164' 4.6' 16.E TcapQb)=297.80 85 B.T 7.E 8.4' 4.5 =)- dl VcaP(Ib)•585.00 130 12.6'16.0' 6.2' 9.8'.12.6'16.(r 8.2' 9.5 128160 6.2' 9.5 Vmp(Ib)•665.00 72 8.5' 16.01 4.6' 16.0' VeapBb)•2b2.50 72 8.8" 8.3' 6.4' 4.8' �) o ••• W0 h • • • ••• • •• Z U m •• xt-1M'EMBED 39 0,Q 2.8'1 B'12. 10.01 0124 8.' 7.9 104.010.0. 4.3. 6.3' 114'x01.114'EMBED 39 12.8' 12.5 B.E 12.4' 1/4"x01.1/4•EMBED 39 10.E 8.5' 8.4' 4.1" p • ESO TAPC990000 49 1TID'12.8' .i'10,E 5A' 9.8. 1.2' 8.1" S.E 8.E 1E 49' ELCO TAPCON 49 12.8' 12.8' 4.1' 10.7' ELCO TAPCON 49 8.T 5.8" S.S 3.6' Z 2 `� 58 OA"12.8' S. 8.4' SS 8.T 3.Y S.2' S.E 7.7' 4.8' 68 8S 12.8" 8.0' 58 7.1" 4.6' 4.S 3A' 0000 p(b)n 21&O/' • 72 0.01 OS" 7. 85' S.f 7.T 49' S.E 7.7• 4.8" TcaPlb)'218.00 72 5.1' 11.5 7.7' TcaD(Ib)=174.00 72 8.E 3,9" 4.01 W a` ••L�,1 Vdp(Ib)•398.00 130 T I.B' S.f 7.7' 4.8' S.E 7.7' 4.8' L Vcap(b)=398.00 130 4.01 10.5 7.7' U Vicep(b)=318.00 13D 5.4• 3.6' 4.E • 174•xt-7/8'EMBED 39 10012.8"12.8.12.6' 10.0.12.9.10,1' 8.2' 10.E 12.9' 7.E 6.8' 1!4'x7-718'EMM-80 39 125 12.6' 9.01 52.8' �1 1M'xt-7/5 EMBED 39 12.8" 9.8" &3" 6.2" ••• -POINTS SjX O-%T* 49 100712.8.1&B"10.4" t0A•12.8' 6.8' 6.5' 10.0'12.8" 4.01 3.Y U ALL-POINTS SOLID-SET 49 12e' 12.5 65' 12.0' ALL-POINTS SOUD•SET 49 11.3' 8.5" 7.2* 5A• LEAD SHIELD•41CrOR •' 68 .011116"11A• &8' 10.0'12,6' 5,2' 5.5' 10.0.12.7' 43' S. LEAD SHIELD ANCHOR S8 12.S' 12,8' d,4• 12.8' LEAD SHIELD ANCHOR S8 9.3' BA' S.5 IA' •• �P0 n 356••• • 72 MIB••.5 7.0' 10.0"12.7 43" 6.1' 10.E 12.7. 4,T 5.1' �Tmppb)=358.00 72 6.4" 12Z 3.6' 12.7• �TCapQb)•358.00 72 7.01 5.9' 9.Y 3A" O • Vcap(Ib)•249 130 10.0'12.7' 4.7" 5.1' 10.0'12.7' 4,7" 5.1` t0A"12.7' 4.7" 5.1' VapQb)n 249M 130 &5' 125' 3.5' 12.7' Vuppb)•249.00 130 7.T 5.3' 8.7 9.9' •• xt-U4•E 39 1�. 9' 9.7 10,E 11.6. 6.8 6.1' S.0' 9.4' 4.E 4.9' 114'xt-114'EMSED 39 12.5 12.8' S.8' 11.6' 114'x1.1/4'EMBED 39 8.01 6.4• 5.5 4.01 • ELCO PANEL F0••• 49 �IiZB:y.5 7.7' bA' 9.2' 3.9` 4.8• 5.0' 7.6' 3.9' 9 ELCO PANELMATE 49 12.8• 12.8' 3.8' 10.01 $ELCO PANELMATE 49 58 70.0 1 9 6.5' B.d' S.0• 7.8' 3.0' 4.0' 5.0' 73' 3.7' _ 58 8T 125' 8.2 _ 58 6.3' 4.M 4.0' •• �DQb)=204.75 • 72 �> .4• S.Y Wr 7.Z" 3.7' J.7' 7capQb)•204.75 72 4.5 70.8' 7.Y Tc.p(b)=204.50 72 &3' 3.5 3.5' wp0b)=233.50 130 0.7.2 3.7' 5.0' 7.2 3.7' 6.01 7.2' 3.7' Veap(b}•233.50 130 3.7' 9.5 7.Y VcaPOD)=198.60 130 4.8' 3A• 35' •••••• •••• •••••• J JUJ • • WZ J • 0.75"EDGE DISTANCE 0.75"EDGE DISTANCE 0.75•EDGE DISTANCE a } •• • aJ 7M•x 2'THRt�D, • 39 725.16.0'16.0" 7.5' 12.5'164.125" 4.8" 12.6'16.E 8.9' 3.9' 1q"x Y THREAD 39 16.0' 18.0' 12.4' 16.0' 114'x Y THREAD 39 7,5• 5.b• 4.8" 43' PENETR.lAO SWM•• 48 128'18,0"164' 6,01.12.8'te.E 6.5 3.8' 128 18.0' 8.3' 3.1' PENETR.IAG SCREW 45 tB.ff 76.0' 8.5' 18.0' pENETRIAG SCREW 45 &6' S.7' 4,1" Ld d 58 125.16.0"14A" 5,1' 12.5'15.0' 6.8' 3.2* 12.6.16.E 8.0" 55 1&ff 7&0" 616' 78.0" 55 59" 4.8 3A' N Tcap(b)=359.53 72 123"1&E 9.8" 4.1' 12.5'16.0' BS 12S 164' B.0' Tcap0b)'359.53 65 10.8' 18.0' /.4' ieA' 7ppQD)=35953 85 4.5" 3,01 I� t V®pQb)•82.97 130 12.5.7&0" 6A' 12.5"16.0" 6.01 125'16.0. 6.0' Vc4p(Ib)•82.97 72 0.Y 18.01 4.4' 18.E Vcap(b)•82.97 72 4.1' 3.5" J 614 x 1•U2*THREAD 39 128'1&E 18.0' 7.7" 125'18.0' B.3' 4.5 125'13.5" 5.8' 3.01 x14 x 1.117 THREAD 39 1Wr 18.E &1' 16.0" 014 x 1-112'THREAD 39 7.7' 8.2" 4.5 3.9' 7 PENETR.WOOD SCREW 49 12.6"16.E tJ.6' S. 12.5"13.2. 5.5 3.0" 62510.7 4.1' 3.1' PENETR.WOOD SCREW 45 1&0' 16.E &5• 1/.4• O PENE"TR.WOOD SCREW 45 8.5 5.4' 4? 3.4' a 56 12.5.16.0" 99' 6.1' &25"112' 4.3" 3.Y &25.10.4• 3A' 65 11.8' 16.E 3.5 11.5 8 56 S.4• 4.4" 3A' d TCapQb)•234.00 72 1Z.5'14.2' 89" 4.1' 835'10.4' J.E 6.2510.4' 3.01 Tpp(b)•234.00 65 89' 15.7' 10.4' � TrapQD)•2J1.00 65 4.5 3.7' 3.01 VcapQb)•98.71 130 6.2510.4' 3.9' 6.2510.4' 3.01 8.2510.4' 3.9' VopQb)'9&74 72 5.3' 14.2' 10.4' VppQb)•98.74 72 4.7• 39' 9.E W 7118'x 516"EMBED 39 12.6.76.0''13 BA'1.0' 128'16.E 89' &7• 128'73.4' 5.T 6.5 7116'x 516'EMBED J9 18.0' 1&0" 8.0' 1&0' 7115x518'EMBED 39 13.E 9.2" &Y 5.8• 0 BRASS BUSHING& 49 12V 18.01 13.6'109' 72.b'13.01' S.S 8.4' 6.25'10.5 4,0" 5.Y BRASS BUSHING& 45 18.01 784 &5' 14.Y BRASS BUSHING& 45 11.2• B.E 7.1• &1" Z 114-20 SCREW S6 12.5'16.0' 9.Y 8.7• 6.2511.1. CT S.4' 6.25.10.3' 3.6' S.E 114,20 SCREW 66 11.7 16.0• 3.6' 71.7' /14.20SCREW 66 9.Y 8.5" 5.8' 4.7• Q TapQb)•231.50 72 12.6.14.E 8.Y 8.0' 8.2510.3' 95' S.D' 8.25.10,3' 3.8' B.E TapQb)•231.50 65 6.8' 15.6' 109" TcapQb)•231.50 85 7.8' S.5' 5.1' Vtep(b).23250 130 535'10.3' 39' SS 6.2510.3' 35' 5.0' 6.25'10.3' 3A• 5.E Vcap(Ib)•232.60 72 5.3• 14.E 10.3' Vcap(b)•232.50 72 7.E 5.0' 5.7' J.T O ANCHOR NOTES: a 1.SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE STORM PANEL '\00 I I/1 I// SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE(TABLE TT). 2.ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL&ANCHOR TYPE.SELECT DESIGN LOAD e.WHERE LAG SCREWS FASTEN 70 NARROW FACE OF STUD FRAMING.FASTENER SHALL BE LOCATED IN CENTER OF `�� \NG,W!.. t GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO NOMINAL Y x 4'(MIN)WOOD STUD(34"EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING).WOOD STUD SHALL BE `� \�.•' IS SHUTTER SPAN. SOUTHERN PINE,G•0.55 OR GREATER DENSITY.LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. GE f �fy aa-ce-n 3.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION(SEE MOUNTING DETAILS ON SHEETS 2 7••DESIGNATED REMOVABLE ANCHORS,WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. YFING WANG P.E. /afxe &3 FOR IDENTIFICATION OF CONNECTION TYPE} B.MACHINE SCREWS SHALL HAVE MINIMUM OF 112"ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE _ :�FLORI%,K6i4T10N 4.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT). _ :C FL 155963 7N14i11- at. S.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT S.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. g C-vyT REVISGD `11$$ FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS of Cmop)y(o;tYilh IIta9�Op'dy- C.A.N.i 677 p yCy 1Y_I ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. BWlding Cede Aeoepla&co No _oS.�� 1+�" �V na41Nq N0. N0 ? M' D ..Co..... A' �( A� JUN 0 2 2015