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REV-16-1622 (2) gt.5� Miami Shores Village g UN 1 8016 V Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �`\� Tel:(305)795-2204 Fax:(305)756-8972 ' " INSPECTION LINE PHONE NUMBER:(305)762-4949 " FBC 201 BUILDING Master Permit Natj �D PERMIT APPLICATION Sub Permit No. &—IG�'2 ❑BUILDING ❑ ELECTRIC ❑ ROOFING [X REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF [:] CANCELLATION ❑ SHOP f C CONTRACTOR DRAWINGS JOB ADDRESS: 4 / c- q Z Ji l e—ak City: Miami Shores County: Miami Dade Zip: OD Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: (� Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): l.� Z' �a3► .5 . \c„Li�C�C Phone#: 3,5s -46'Z•1646 Address: 419 lel E 4;.z C'Tr_&&*- City: / State: "^� Zip: 09 f?.'r Tenant/Lessee Name: Iy/� Phone#: Email: '� vac sk; p ao( , Corte. CONTRACTOR:Company Name: A -1 r � (24U I t)I^Pho-nee#: "2 f6 6 '71411111 Address:! "%/3 6 /9d '' /'N C �Q • f / _% 9 City: 1L `17 6.01" State: Zip: 3 � '� / Qualifier Name: aVD S t /Pf G Phone#: State Certification or Registration#: G r t J"f -30'7!7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ —0 -0 Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: P A) D Specify color of color thru tile: �P Submittal Fee$ Permit Fee$ Z� (N4 CCF$ CO/CC$ Scanning Fee$ • C3 Radon Fee$ DBPR$ Notary$ S 'W 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 volug exceeding$2500, the applicant must promise in good foitkthot a copy of the notice of commencement and construction lien law brochure will b delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement mus?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. 0 Signature -3 0Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me me this day of 20- by day of ..J N C ,20 /+O .by a4dr(e,c ;� who is personally known to S who is personally known to me or who has produced as me or who has produced�l.-b�Rl UMNW�--- as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY BLIC: Sign Sign: Print: N )A- PkW,PPIE? Seal: c " Notary Public Fda Seal: Joanna M Feliciano 00 No, Notary Pu=offtrjdamy commission F 082753 ;�' `� Sindia AOF IV Expres 0119 18 a'� My Comm"�`"' Expires 0 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) CERTIFICATE OF LIABILITY INSURANCE 6113f2016 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: V the certiticale holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certflcate does not confer rights to the o"llcate holder In Ileu of such s. SIR SUNZ Insurance Solutions,LLC. ID:(TLR) WorkersDepartment C/o TLR of Bonita, Inc PHONE 727-520-7676 x 3 Fax 727-525-38152 700 Central Ave Suite 500 St. Petersburg, K 33701 carts0encorehrcom AFFORDING COVERAGE NAIL# INSURERA: SUNZ Insurance Company 34762 INIRIRED wsuma a: Aspen Re-London-Best Rada 'A+' TLR of Bonita, Inc EnterpnseHR wsI>RFRc: Chaucer Syndicate-Lloyds-Best Retina•A+° 700 Central Avenue Suite 500 INSURER D: Faraday Syndicate-Lloyds-Best Ratirm•A+• St. Petersburg FL 33701 INS E: INSUMF: COVERAGES CERTIFICATE NUMBER: 30363612 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,TERRA 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. INSR ADDL SUM POLICY EFF POLICY EXP Lam LTR TYPE OF INSURANCE POLICY Nia COMMERCIAL GENERAL LL480 Y EACH OCCURRENCE $ CLARA&MADE E1OCCUR PREMISES 000WOMI $ MED EXP one $ PERSONAL.&ADV INJURY $ GEWL AGGREGATE LMT APPLIES PER: GENERAL.AGGREGATE $ POLICY❑JPERC F-1 LOC PRODUCTS-COMPIOPAGG $ OTHER $ AUTW1089 ELIABII ITYr t $ ANY AUTO BODILY IV AM(Pet peraw) $ OWNED SONLY AUTO � BODILY INJURY(Per art) $ AUTOSAUTOS ONLY AUTOS ED PROPERTYDAMAGE $ $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMSMADE AGGREGATE $ DED I I RETENTION $ A wOR1UMCOrPHSATION WCPEO000000112 6/1/2016 6/1/2017 1 Mrvm IoTH- ANDEMPLOVIMLIABILnY YIN WCPEODD0000111 6/1/2015 6/1/2016 A�A� F-1NIAE L EACH ACCIDENT $ 1,Op0,000. OFFICERIIIIEMBERDCCLUDlS7? (1ratory in NH) E.L.DISEASE-EA EMPLo $ 1,000,000.00 gamwider DESCRIPTION OF OPERATIONS bebw E.L.DISEASE-POLICY OMIT I$ 1,000,000.00 B Workers Compensation This is for informational purposes C Excess Coverage and nothing shall create any right D under such reinsurance. UWqMOFOPMtATHMILOCATNMIVEMCLES(ACOND10I.AddMonodRonuwks$chodtde,mWb&aUadwdff.m space Ls raqutrad) Coverage Provided for all leased employees but not subcontractors of:A&A Star Group Inc Client Effective:4118/2016 CERTIFICATE HOLDER CANCELLATION 1313 C' of Miami Shores Village ��RA�DATE DESCRIBED F, NSE AVE BE�IN _ 1 50 N.E.2nd Avenue ACCORDANCE wtrH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZEDITATIVE -'0 .07 Glen J INstefeno ®1988 2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered matt of ACORD 30363612 1 Master Certificate I Andrea Delucchi 1 6/13/2016 10:06=53 AM (CDT) I Page 1 of i 6f21R018 Florida BUidng Code Ondine � �...:j�' :�.ter �z.�"' .� k�^�'.��.`� � ��' y ae ;.,'• Hooch Deprt 1e11tcf BCTS Home I Log In I User Registration I Hot Topics I Sutanit SlalileW I Std&Fads PubOcaUOM FBC Staff SCIS site Map I Urft Search Bus'nesOUSER: Product Approval Proessi I public UserIL Ar Regulation ftxw Mm CIT11 >Product or AWieadon searrtl>Application List W mm Seams l Refine Search Code Version 2014 FL# Application TVpe ALL Product Manufacturer C U ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact:Resistant ALL Design Pressure ALL Other ALL Search RetsuKs-AppOcatlorn FL# w Manufacturer Validated By Status FL17860 New T M Windows LLC Jesus Gonzalez, P.E. Category:Exterior Doors (704)827-1769 Subcategory:Swinging Exterior Door Assemblies *Approved by DBPR,Approvals by DBPR shag be reviewed and ratified by the POC WWOr the Commission if necessary. The State of Markle Is an ANEEO employer.Comakift ZW-!!Z 13 States of Flea.: urde'Roride law,amen ams are publk rte.If you do nes ward Yw e-mall address released in response to a pltbk-records reW st,do not sed ekxhwdc mail to fids artily.Ulnad, the Wbw M phom or by badtlonai mart.V you have any"Own,Please cnrdad 85Q487.1395.'Piesuard to Section 455.275(1),M"W Stehlt%effective OdWw 1,2012,licensees karwed Linde'Chatter 455,F.S.must provide the DeparbneK with an emali address N they have one.The emalls provided may be used for ditW communication with the 8cerwas.However email addresses We pWBk rak>Drd M you do rot wish to aglply a. Persavd address,please Provide the Department with an email address which can be made avaHdde to the Aftc.To determine If you are a Ikelsee under Chapter 455,F.S.,please dick j,. Product Approve!Accepts: NEWblh:TlilC1 -3-01*r" Wif 01 Oi6 JUN �1 Z tdtp://wwwA rWWxdldmmrgfpr4r app sLasp c V9 6121/2016 Florida Building Cade Online Florida Department! SCIS H I Loo m I use R ao„ I HI*T-Oca I sw It s-c aw I sung a Fwft I PuMkeU— I RC Staff I acts Ste Meg I was I Search I Busines ��, Professi Iwup=="' Regulation >Pmd= McdIuM,Search>ftWlcad, >Appaoatioe ftUM Application Type New Code Version 2014 Application Status Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 1543 North POwerline Rd Pompano Beach,FL 33021 (954)781-4430 ocordovaOtmwindow.com Authorized Signature 3avad Ahmad alfaroogOafcerg.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer e Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 3avad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By 3esus Gonzalez, P.E. 0 Validation Checidist-Hardcopy Received Certificate of Independence FL17860 RO COI SS-Outswina Door-CI 2014.odf Referenced Standard and Year(of Standard) Wandiard Yeat TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code hurl/www.floridabuIldin%orglprIpr app tfl.aspoc?pwm--wGM OX632Y1Ur3arpt3M7WnCFIZuowpVPtIOCXK CoA%3d%3d 1/2 60/2016 Florida Buil Brig Code Ordiins Product Approval Method Method 1 Option D Date Submitted 07/02/2015 Date Validated 07/05/2015 Date Pending FBC Approval 07/21/2015 Date Approved Summary of Products R.# Model,Number or Name Description 17860.1 Series 230 Aluminum Outswing Large missile impact resistant aluminum outswing door. Door Lbrlfts of use Installation Instructions Approved fbr we in HVHZ:Yes FL17860 RO II SS-230 Aluminum Outswing Door(LMI) Approved fbr use outside HVHZ:Yes W 15-32.odf Impact Resistant:Yes Verified By:3avad Ahmad PE#70592 Design Pressure:+80%90 Created by Independent Third Party:Yes Other.See drawing 15-32 for span vs load combinations and Evaluation Reports Installation details. FL17860 RO AE SS-230 Outswing Door(LMI)-PAE 2014.Ddf Created by Independent Third Party:Yes 17860.2 Series 230 Aluminum Outswing Non Impact resistant aluminum outswing door. Door LImRs of use Installation Inst uctfons, Approved fbr use In HVHZ:Yes FL17860 RO II SS - 230 Aluminum Outswing Door(ND W15- Approved for use outside HVHZ:Yes 33,.pdf Impact Resktarlt:No Verified By:3avad Ahmad PE#70592 Design Pressure:+60/-69.7 Created by Independent Third Party:Yes Other..See drawing 15-33 for span vs load combinations and Evaluation Reports Installation details. FL17860 RO AE SS-230 Outswing Door(NI)-PAE 2014.Ddf Created by Independent Third Party:Yes 17860.3 Series 249 Aluminum Outswing Large missile impact resistant aluminum outswing door. Door Lhnits of use Instadatbn Instructions Approved for use In HVHZ:Yes FL17860 RO II SS-249 Aluminum Outswing Door(LMI) Approved for use outside HVHZ:Yes W 15-30.odf Impact Resistent:Yes Verifled By: 3avad Ahmad PE#70592 Design Pressure:+100/-141 Created by Independent Third Party:Yes Other.See drawing 15-30 for span vs load combinations and Evabuation Reports Installation details. FL17860 RO AE 249 French Door(LIVID - PAE 2014.1)df Created by Independent Third Party:Yes Clack Next Contact ls::1W North MM=Streets Tallahassee FL 32399 :550.487-1824 The State of Rorida Is an AA/1W employer.Cosaft d 2W7-2K3 Stabs of Florida. lhffir Florida law.email addresses ane public records.V you do riot went your e-mall address released In response to a pulite-rte request,do not sand elecbwdc mail to this entity.Irrtead,conted the office by phone or by traditional mall.If you hove any questions,please contact 850.487.1395,*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licenaed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emelts provided may be used for official communication with the licensee.However ernall addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address whIch can be made available to the public To determine H you we a licensee under Chapter 455,F.S.,please dick)fig,,. Produet Approval Accepts: securl xi-x cC ME= htl;dANww.flaridebtd1d1%orgfpr/pr app cglAsprt?per'am=wOEVXQwVgi2ZO)OOMIUr3arp6Be.S7gynCF1ZuowpVPt16CXKtCoA%3d%3d 2!2 x Tr; AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL.EVALUATION RULE CHAPTER#61G20-3*METHOD 1 OPTION D Fl.17860 Lite:7/01/2015 Detailed Product Description: Manufacturer:T.M.WINDOWS.LLC. Manufacturer Address:601 N.W. 1VH AVENUE—POMPANO BEACH, FL.33069 Model Name:SERIES 230 ALUMINUM OUTSWING DOOR W/SIDELITES Maximum Frame Width:37 711V(X)/715/8"(XX) Maximum Frame Height:96 3/r Maximum(Load:+80 PSF.-90 PSF(Large Missile Impact) Installation Drawings#W15-32 This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. Comparative analysis used —Yes X No Mandatory Tests(Tested In accordance with AAMA 101/l.S.2/NAFS-02/TAS-202) T1:5T ;� D"'` ` 1P?1i1 � ''�"�'i�l� 't�`►'t'yR► RT 7�� f ASTM E283 Air Infiltration Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. Leakage Testing Laboratory 06/26/2000 FTL-2648 Aldo Gonzales,P.E. ASTM E331 Water Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. OR ASTM 547 Penetration Testing Laboratory 06/26/2000 FTL-2648 Aldo Gonzales,P.E. &TAS 202 ASTM E330 Uniform Static Air Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. &TAS 202 Press. Testing Laboratory 01/29/2002 FTL-3355 Luis Figueredo,P.E. 06/26/2000 FTL-2648 Aldo Gonzales,P.E. AAMA 1304 Forced Entry Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. Testing Laboratory 06/26/2000 FTL-2648 Aldo Gonzales,P.E. 1235 SW 871'Avenue 1 Miami,FL 33174 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com , alfaroog@afceng.com Supplemental Tests(Tested in accordanceWithTAS-201 and TAS-2031 FBC 1626.2 Large Missile Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. (TAS 201&203) Impact&Cyclic Testing Laboratory 01/29/2002 FTL-3355 Luis Figueredo,P.E. 06/26/2000 FTL-2648 Aldo Gonzales,P.E. Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above window/door product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer: jEAh4f.O,,��,',,, Javad Ahmad PE#70592 ? • No 70592 ••': AI-Farooq Corporation EB#3538 ST OF :1/- io,p•; ire&TmW.mrov1514:54 SC\Y:\users\veronica\StatewidePA Eva1uat1ons\TMW1ndow\2014 FBC\Swing Door\230\230 Outswing Door(LMI)-PAE 2014.doc 1235 SW 871"Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 1 www.afcene.com I alfarooq@afceng.com AT MTGt STILES LIM <s ANCHORSULLIOA AIT►rc�G.STILE ENDS {~� AT 3"O.C. HEAD/SILL AT 3"O.C. HEAD/SILT. 71 s/e" 149 3/8• HEAD/mLL FRAUAE wim FRAME WIDTH F SURFACE APPLIED /3"MAX. S"MAX. SURFACE APPLIED 7" 3" 13'MAX. S"MAX, FALSE MAY BE USED A -_„ FALSE BE USED E _ TMP' A HET7 AD/SOL HEAD/SIUL CORNERS _ I `� CORNERS f'l 11v LOCK\ / ; \ ;; / OPTION 11 u OPTION' ✓ / O I I 11 1D \ It \ It == :lF==== / =====R===== a 10 100 IN—A" I AC71VE IN—A!IVE A"VE " It it \NN F 1 R 28 5/8• 26 5/8" 33 3/8' 25 1/2' 25 1/2• 333/8 34 ^ _ Z n. 34 OPO. D.L. OPO. D L OPG. D.L.OPO. D.L.OPG. O L OPO. iv 4 t/2" 34 1/2' PANE.WIDTH 34 1/2" < 1 1/4- PANEL WIDTH S4 t/y PANEL WIDTH PANEL WIDTH 1 1/4' 37 S/S" 71 S/B" SXIRE WIDTH DOOR FRAME WIDTH SIOEUTE WIDTH ( XX ) ( OXXO ) TYPICAL. ELEVATION THESE ODORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS SERIES-230 HURRICANE ZONE (HVHZ). ILARGE MISSILE IMPACT ALUMINUM OUT—SWING DOOR W/ SIDELITES WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER APPROVAL APPLIES TO SINGLE (X) X) ( )AND DOUBLE XX LEAF DOORS LOADS TO THE STRUCTURE " BY THS D=IEER WITH OR WITHOUT SIDELRES. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS O �WFOWIINIM�FOR A WIT FL #17660 SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Pte:L. WHERE THE STE COMMON OVME FROM THE PE.O. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE M40M TO BE INUIP01111111111.2 tH� BASM HE n NPpppt�cr * NOT PART THIS APPROVAL PRMM HVSHE OM NOT OVAITE FROM THE CONWOM OVAE.EO oI DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ON THs '• RESISTANCE IS REQUIRED SEE SHEET 2 FOR UMITATIONS. o-THIS PRODUCT EVALUATION OOCUMENT WILL BE COPD MAIM IF ALL SHIMS TO BE HIGH IMPACT.NON-METALLIC AND NON-COMPRESSIBLE, AL70M 8r Ar NZAW N0.mo MATERIALS INCLUDING BUT NOT L�iTTED TO D-SrtE BPECSTC PROMM WOU BE PROWEB BY A FLORE7A REe�fEAEO *' L.ti COME INTO CONTACT WITH OTHER DISSIMILAR S SHALL ''MEET THE PROJECT MID 00 REESPOHWme�PSI REQUIREMENTS OF THE FLORIDA BUILDING CODE USE Of Two P.LO-WWdU OF RECORD.� saw TO�AgTHE�SItE ': OF dra Tai g no. MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION VWFIO DUO=FOR REv1Ew. •'' p•'' W 15-32 IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE E-TI'M P.B.O.eHAUL BEAR THE OATS Arm OMGK%.SE&AND SMX*J RE OF LABELING TO COMPLY WITH SECTION 1710.8.2. Tri PROFFE9SOM DWAIR OF RECORD 7W PREPARED IT heat Sof 7 3/18"HEAT STREN'D GLASS %au It S�aRex Clear Color Gloss 3/18'HEAT STREWD GLASS Jf By'Eastman CFenloal Co' O ; 080'interlayer 3/18"HEAT STREN'D GLASS Sonex Clear And Color Glave By'Eastmon Chemical Co.' SILICONE T�T�GLAZE 800 3/18`HEAT S1REN'D GLASS 0. SWCONE TREMCO TR 7 GE RROS7700 Q 37 7/18' 76 1/4'MAX. � 115 3/18'MAX. 115'MAX MAX0.460. OVERALL LAM. MASS 0.460'OVERALL.uw MASS GLAZING DETAIL GLAZING DETAIL (DOOR LEAF) (swaM °f (x) (xOX) (OXO) (xOx) $N 71 5/8'MAX. ( ) 110 1/2'MAX. 149 3/8'MAX. 37 5/8' Z 40 (xx) (xx0) (oxxo) (0) (0xx) APPROVED CONFIGURATIONs NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. g MAXIMUM DESIGN LOAD RATIN ®+ 80.0 PSF 11- (FOR Saes SIM A900E OR SWM) — 90.0 PSF �. .IP ....,• •e FOR INSTALLATIONS WHERE WATER INFILTRATION IRED UUMIT�EXTERIOR(ANCE IS �WOADS AS FOLLOWS NOTE: * 7010121-51W THRESHOLD m +53.3 PSF b 2-5/8'THRESHOLD - +80.0 PSF GLASS CAPACITIES ON THIS SHEET ARE a OF , Browing no. 3-1/2'THRESHOLD - +80.0 PSF BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • l.,Atomw)rJ—.32 DECLARATORY STATEMENT DCA05—DEC-219 FL #17860 ��� t of 7 TYPICAL ANCHORS 1BY L*%twuj TA SPACINGEDGE•asT :. WOOD elxYc MErA1 A, •+a EDGE STp�E F.B.C.APPROVED .� s a! EDGE MILLION&MULLION ANCHORS e'•, • DIST• SEE SEPARATE APPROVAL Z 3 MOE Ht I ,8 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS QQQ SEE ELEVATORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 8 FOR SPACING FOR SPACING FOR SPACING FOR SPACING , 2"MINT WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 1 YI'ICAL ANCHORS: SEE ELEV. FOR SPACING PO TION MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/a' DIA. IILTRACON BY ' CO' (Fu-177 KSI,"155 XST) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1110 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES OPTIODWL 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONCRETE (HEAD) H 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY � 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) $ " 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/a' e. KS OR SEF„RNMR I , SCREWS (GRADE 8 CRS) �Rc Li INTO F.B.C. APPROVED MULLIONS (MIN. THK. - 1/8'7 I INTO METAL STRUCTURES Id c STEEL : 1/8" THK. MIN. (Fy - 38 KSI MIN.) 3 ALUMINUM : 1/8*THK. MIN. (8083-T5 MIN.) 11 z a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PTICAL EDGE DISTANCE 1•' INTO CONCRETE AND MASONRY - 2-1/2' MIN. C� INTO WOOD STRUCTURE - I' MIN. INTO METAL STRUCTURE - 3/4" MIN. WOW AT HEAD OR JAMBS SO -0.83 MRV. CONCRETE AT HEAD,SILL OR AM f'o- 3000 PSI MBO. C-80 HOLLOW/FILLED BLOCK AT JAMBS Ym - 2000 PS MIL REO,FOR 18 3 RAYS LOADS REOD. FOR 8 ABOVE+83.3 PSFDESIGIN La" ABOVE+80.0 PIF i/2 MIN. ®8 SMS '8 SAS m FLUSH BOLT AT 12'O.C. AT 1Z'O.C. PpAnON DOOR DETAILS 7 I - 18 i » a ALT. m ALT. i j 2 I I ro L �8 a \ 3 `X 3 L Li 2-1�4'FROM 'r',' •'.�` ; •:• .o.• ;, ..T�. `.. .' ENos FROM —_. :.:.-_:::::.. BILI ENDS aST. �." a' a ••TYPMAI.'ANCHORS '' ' a. i IS OPTYPICAL .A. drowinB fro. SEE ELEVAT '•-E usT. FOR SPACING •�. jy:`--,gE ELEVAIIONSg� W15-32 FOR SPACING FOR SPACING FL #17860 .�OAlA1-. IHetrL =-f7 1/4'MAX. 1/4•MAX, •.v}.r.r Stlbi OC A f %Ulu SHIM STRUCTURE a TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORSNFOR SPACING A M SEE ELEV. EXTERIOR �+ D.L.O. Q :.°. LEAF WIDTH 1BY e{ WOOD Mu c FRAME MAI)TH FLUSH BOLT FLUSH BOLT AT INACTIVE LEAF AT ACTIVE LEAF x-1/4'MAX. SHIM LO I 1/4'MAX. a 4 39 O OR WOOD 2 RE TYPICAL ANCHORS", NOT Rg/EDO. Z O^ SEE ELEV. 18 IN-ACTIVE LEAF 31 D DOORS FOR SPACING n••. Pon O60 PSF R LESS ACTIVE LEAF g Z 4 ® o 0 21 s oPtloNAi LEW WIDTN 4 1s EXTERIOR AL LEAF WIDTH VSEE EL Atm ANCHORS HMtE ASSEMBLY LOM OPTION $1 FOR SPACING DOOR FRAME WIDTH 11 01 W-ACTIVE LEAF AMULa LEAF _17. r 31 SEE NOTE ABOVE LW draw" no. #17860 W15-32 LOCI( OPT�N rig FL TYPICAL ANCHORSroyr� FOR SPACING EDGE DIST. TMICAL RS 1/4'MAX. , © O AND (A.C. KFROM ENOS yI ♦° i �3S ♦:° 2E a y GPrIONAL t 4 V Q - LEAF WIDTH S o N y� c E E/4' sloEUTE wroTH G 07 HINGE ASSEMBLY Z# DOOR FRAME WIDTH S OVERALL FRAME WIDTH TYPICAL ANCHORS SEE Em. i FOR SPACING O ..°" EDGE'ODT. • <� .a. • e X14. _ 8 TYFECN.111 OF drawing no. SP� smEmTE DETAILS #17860 FL �A1. neat or p---3000 r=# PARr g QIIANTTTY DESCRIPTION M47MRAL MANS./ ,per �2,12s 1 TM-38A 1 FRAME HEAD 6083-T8 L 2 GW 28815 1 FRAME SILL 8083-T8 - �Y Lsno ' I 2A OW 37319 1 ALT.FRAME SILL 6063-T5 - a EAN 1.773 I� a2S OW 378M 037E 2B TMIS4 1 ALL FRAM SILL 6063-76 - 22 L848-�1 CENTER HINGE 3 GW 3&472 2 SIOEUTE FRAME 8053-T8 - P 3A TM175 2 DOOR JAMB 6063-TB - 4 GW 36048 1 PANEL LOCK STILE 6083-T5 - Ed2S---y TES 4A TMI72 1 ALT.PANEL LOCK STILE 8083-T8 - O FRAME HEAD _�� 6 GW-Osi i PANEL TOF/ STILTro 6063-Ts - TM-o36 o2ae a TM—a1 2 PANEL TOP/BOTTOM RAIL 8083-T5 - ��77 Eg 0.57E Gw 37889-A 7 GW 31828 4 WEATHERSTRIP ADAPTER 6083-T5 EW OF DOOR STILES(TOP/B07T0M) 8125 OUTER HINGE B HAY 3788BA 2/H=ASSY. TM OUTER BUTT HINGE 8063-T8 DOOR PANEL/FRAM MOE SIDE LOIS 9 =33888 1/HNGE ASSY. TM CENTER BUR HNGE 5063-T8 DOOR PANEL/FRAME HIM SIDE L0e HINGE PN 10 OW 32222 2 DOOR LOCK DWI 8053-T5 LOCK STILE /1 - 2/LEAF 3/4 x 1 1/4 x 3/4 x 1/8'THIO CAP ALUAINUM 3•LONG 300p IB 4037 AS REWO. 'ULTRAFAS'CENTERFN WOOLPILE Rom LOCK STILES,JAMSS.HEAD,SILL A68 L843 3 L843 18 _ _ 1/HINGE 7/32 0 HIM PIN STEEL AT EACH HINGE ASSEI�LY L 1 3b81 21 2/LEW 1/2'0 THREADED ROD.WASHER&NUT STEEL TOP/BOTTOM END RMLS LSA 22 SEAF TBES 400 1 KWD(SET KNOSI= = ADM LE 1300 �10 X S/8' HINGE CAP 23 SERIES 800 1 KIBKSET DEADBOLT ACTIVE LEAF SIMS 24 2/HINOE ASSY. "a BUSIm PLASTIC HINGE ASSEMBLY I O3 SIDGW 3 FRAME DOOR JAMB 5/8• 25 - 36 DUST PLUG(OPTIONAL) PLASTIC DOOR JAMB INSTALL SCREW HOLES OYY 38s72 O 7M17g F.H.sMs 25 _ AS REOD. p10 x 1•P.H.&IS.(ASSY.SCREW) STEEL DOOR FRAME MEMBERS/MULL CUPS 1374 0 27 - 2/HNGE ASSY. HNOE CAP PLASTIC HINGE ASSEMBLY g# .Iso II 0 � 29 i SILL ADAPTER(1•x 1•x 1/16•TURP ALUM F0 Y1 3o 1 SILL ADAPTER(1/2°x r x 1/18•TUBE) ALUM - a G'4< .37s b29 I I bl 31 TM-o7S 1 LOCK STILE REINFORCEMENT 6OS3-T5 FULL LENGTH®DOOR LOCK STILES 33M 0 7,689 34 TM-054A 2 WKLIDA7 6083-T5 BETWEEN DOOR/SIDE LITE JAMBS _ 0 QWEATHER-STRIP ADAPTER 3000 o I gxF 35 GW 31958 4 OLASS STOP 8083-T8 SiDE UTE gAZNG PERIMETER GW-31826 .OSE I ° a 37 OW 38737 OPTIONN- 0.0.OECXIRATNE Y018.DOLG �O g DOOR PANEL PERAIETER Z ° 37A TM-155A OPTIONAL O.G.OECORAINE MOULD( gpg3_Ta DOOR PANEL PERIMETER g b7S 0 Z Q, pZ '385 .415 �L730� 8.166Li t0� Q DOOR TOP & BOTTOM RAIL © Fr, 081 HINGE ASSEMBLY 4.753 4,753 3.375 DECORATIVE MOULDING I GW-36737 I Am 5� 300 L= .1B7 1— L750 .750 �- E040 .7s0 1.750 am L750 3� JES ay00 .485 I� �' 1.000 L_ �— ..tt.LL .�B 462 .332 3185 �3. ® ® o ® DECORATIVEIM-155A ® DOORGHINGE W-336693 STILE SILL ADAPTERS O DOORLEAF6M LE ® ALT. 0ooTM 72AF STILE ® MULL JON -M 3790 LI57 I �71 L.Ogs ��1 m LE1"12" 440 � 250 Jipp Sooba0 AM bEs j LOS' i_ .�i8 3 L� L354 U54 _* •• �5 T— —� 425 xm L b o6E 3= Isao DP , . drawing no. 3 — 3000 .125 ® GLASSI P 2 SM. E�LL ALT. FRAME SILL ALT. FRAME SILL 31 LOCK STILE REINFORCEMENT FL #17860 / W15-32 ® GW-37319 ® TM-184 TM-075 U. Of'J 6 21 �a FRAME TOP CORNER SIIDELI'E CORNER s MUM M V � . FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. 9 SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. O HMGES 21 7-S/8'LONG ALUM BUTT HINGES, AT 11' FROM EACH ENO AND ONE AT MIDSPAN OF LEAF. DOOR LEAF CORNER �. QE= Al STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41-1/2'OR 48' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 36'OR 39-1/2' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS / AT TOP & BOTTOM OF EACH LEAF LOCK STILE - (4)AT DOUBLE(XX) DOORS, (2)AT SINGLE(X) DOORS OPTION �4 MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12-28 X 2-1/4'OH MS METALLIC STRIKE PLATE AT 34-1/2'FROM BOTTOM 1 e OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2•FH SMS ••. MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP& BOTTOM OF INACTIVE LEAF LOCK STILE ?• N0.T06B2 OPERATORS AT 10-1/2'& 76-1/2•FROM BOTTOM b g FASTENED WITH (2) /8-32 X 1/2'FH MS t (FLUSH BOLTS AT TOP&eottal of AL'iNE AND INMTINE LEAFS FRAME BOTTOM CORNER OF Growing no. 10 K DIGA PSIXIM of HURRIME WMING) ''" ''' W15-32 D FL #17864Ae. 7