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HomeMy WebLinkAboutSUBMITTED PAPERSALS✓APPLICABL NFO STCOMPLETED FOR APPLICATION TO BE ACCEPTED I , / Date: SCANNED Permit Number: �—fl s BY St. Lucie County T Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: Aluminum without concrete PROPOSED IMPROVEMENT LOCATION: Address: 2919 Fiddlewood Cir. Port Saint Lucie, FI 34952 Legal Description: Savanna Club - Plat two Blk 18 Lot 8 (or 3047-2888) Property Tax ID #: 3425-702-0165-000-3 Site Plan Name: Van Nostrand Project Name: Van Nostrand Setbacks Front Back: + Right Side: - Left Side: �_ 5 Lot No. 8 Block No. 18 DETAILED'D,ESCRIPTIIIyON OF WORK: (n1 rao n i l Gv�UQASt6 t� 0 Y A 1G S t�d1 j '� J�a�v.� anLi,a6 �o Ra 4 CONSTRUCTION INFORMATION:; AdaitionaiworKtoDepertormeci unclert ispermitt-ctheckallm� apply: r 11HVAC Gas Tank ❑Gas Piping —shutters Q Windows/Doors L 11 Electric El Plumbing Sprin/klers � Generator � Roof Total Sq. Ft of Construction: �9, ova Y S Ft. of First Floor: Cost of Construction: $ 3500 ' o Utilities.. Septic Building Height: %bWNER48SEE: CONTRACTOR ; ; Name Robert Van Nostrand Name: GaryWhigham Address:7 Arbot Ct. Company: South Florida Aluminum Products City: Hampton Bays State: NY Zip Code: 11�9466 ��F x: Phone No. Ce-; \- -J�L Address: 4807 South US 1 City: Fort Pierce, State: FI Zip Code: 34982 Fax: 772-466-1074 Phone No. 772-466-0913 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: sfapbooks@soflalum.com State or County License: CRC1330712 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL•CONSTRUCTION_LIEN LAW INFORMATION; DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: sunmast Name: Address: Address: City: clear ter State: FI City: State: Zip: Phone: 727-532-9000 Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: Address: City: Zip: Phone: BONDING COMPANY: Name: Address: City: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. _Not Applicable St. Lucie County makes no representation that is granting a permit will authorize the permit holderto build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, 1 do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your prope Notice of Commencement must be recorded and posted on the jobsite before the first inspectio yo intend to obtain financing, consult with lj nder o�a� attorney before commencing work or r or in our Notice of Commencement. STATE OF FLORIDA COUNTY OFsaim wale STATE OF FLORIDA COUNTY OF salt was The forgoing instru ent was acknowledged before me The forgoing instrument was acknowledged before me this PO day of20 Irby this Iv day of U.S} 20 �S by GaryWhigham 'L GaryWhlgham (Name of person acknowledging I (Name of person acknowledging ) Public -State of Florida) (Signature of Notary Public -State of Florida ) Personally Known x OR Produced Identification Personally Known x Type of Identification Produced Type of Identification Prc Commission No. FF074898 ($11 Commission No. FF074898 �*, S RINABUTLER �. A . MY COMMISSION 1IFF 074898 OR Produced Identification (Seal) iftbd UBCBIdDer 8, zuu * ♦ ... .......... .��nsrr vrwao Revised 07/15/2014 "eorr o<� o^dodTMu Budgd NotarySenitea EXPIRES BU pBl NomryS¢rvkes REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE $ b% FS INITIALS JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY, FILE H 4109075 OR BOOR 3786 PAGE 1225, Racordaad 09/10/2015 at 10:59 AM permit No.1508 -Uay(�o Tau F.H. No. 4a5 --108 - bigs • 000 - 3 Shte aF flolda Cnuntyof N-Wnt The Um enlzrdd hereby gives nogce Nut Improvem mtwH bemade to certain real property, and 0 accodance with Chawn, 713, FlwWa Statutes, the fcelcwmii nformndon is Xmrldld in Lhb Notice of Commencement Name I A hems ` Intereitln NameaM Owner listed about): Ceniraaor Addrtsl: SUrety U1 applltaN¢,a ropy oltlre payment bona is attach,d)Amount of Numb r: PeraalN WNde MG$la1G el EIOIBId dGFlglNted IIYDWaNYppr1 Wlgrn nONtel M OH1GI dRVTCnN may bf FttVGd i9 plWided IIY $6tF ! Name:lEl la)i. Flodde Statutes: Name: Ph tme Nmnhv: Addmss:_—___ In addltian tohlrmeNor Mmell,gwner deslgiutes_ of [a coo ve neppY of the lierminNmiceasp ,,wised ie Seabonjramcl 1 o, ntir; a$bsUhs PFmne wmbv olpersm w emits dedgvted try cwlWr: Epplradon date olnoam of commentemenb Ithe M;rx[w detemay ant be bdoretM camPleOon of cardimai n and final payment to the contractor. but wilt be I yearfrom the dateol Zooming unlessa dlftemnt date l5wecifiedl WARNING TOONNEWANY PAYMENTS MADE BY THE UWNERAFTERTNE EXFIRATION OFTHE NOTICE OFONI MENCEMENTARECUN5=11ED IMPROPER PAYMENTSUNOER CHAPTER 713,PMT 1,::ECTION 713.13, FLORIDA SrATUTE5, AND CAN RESULT IN YOUR PAVING TW7CEFOA ILINOVEWNITS TO YOUR PROPERTY. ANOTICE Of COMMENCEMU C MUST BE REGI HOED AND HOISTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU INONU T'UUBTAIN FINANCING, CONSULT WITH VOUR LENDER OR AN ATTORNEY BEFORECOMMENCING =RROR RECORDING YDUR NDIICE OF COIN MEHCFMENi. UntlerpenNryal peNurY, I eeclm that I hale read the Iwegnbg rotl¢ of rommencemmt aMtllrt Ne has stated therein •rc but IotAt beat of mygnovAe}t'd/,g�.�ea and bnnneiYef, _ a. }, ^ — ' •Lgnature oSOwrc e, o�rr�(Qvn/(Geis✓o'raNM)�tel s�/PuJlh2ad�ted+iOJNIYceriDreRm(PaMes)Manager Olz JY\Cr 19aaa[wYs TideNffcel _ IIqq T�h-e f�oryesg�yo�ing�l1o�tln:mxi was aca sMedg dbefuc metHs�daY_r 7U�? •` � By IVSLYIT �QYL�.�nSQn� 'an for` Name at Penon TMe olau[hodty (e.g. affiaA wpee) party on behaHolwhomlmtrvmemwn eJu!dNed �� reriwiaily Xnowli_ w pmEiicxl ldemtltrihu( IPrlyd,fype,ar Slamp Cwnm(Ih.aed Nameoff olmy Pob5d Type of ldentilicagon produmd;=T 4•a WILYBeBIQI71M .> E7Pd±ES:Dtmme•4av17 ''Z. t♦didTYaX410117aGIVe OR IV OF •• •: )CIE COUNTY Is TO CERTIFY THAT THIS IS A ISBN AND CORRECT f Lr�a XM j•d irL01994ZLL dHzi9 WU10:6 B102 06 des HoddaDepartment! BCIS Home ' Log In y User Registration Hot Topics i Submit Surcharge Stats & Facts Buslnesuct >>(� z$ Professional +;r !USER Publics UPseeroval Regulation . ..... Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15802- Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory 0 Custom Window System 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 2S ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Fxt25 jlathrop@cws.cc Windows Horizontal Slider Compliance Method Evaluation Report from Florida Professional Engi Evaluation Report - I Florida Engineer or Architect Name who developed Lucas. A Turner the Evaluation Report Florida License PE-58201 ' Quality Assurance Entity ' Keystone Certifications, Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE i! Validation Checklist Certificate of Independence FL15802 R2 COI EvaIR Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA/101 ASTM E1300-04 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/10/2015 ,s P Date Validated 04/14/2015 Date Pending FBC Approval 04/18/2015 Date Approved 06/22/2015 of Products F Model,. Number or Name., Description 15802.1 HS-820 PVC Horizontal Slider HS-820 PVC F Limits of Use Installation Approved for use in HVHZ: No FL15802 R2 Verified By: I Approved for use outside HVHZ: Yes Impact Resistant: No Created by I1 Design Pressure: N/A Evaluation R Other: See Installation instructions for size and OR Glass FL15802 R2 F-reated by Ii complies with ASTM E 1300-04. Contact Us :: 1940 North Monroe Street, Tallahassee FL 3239 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy S Under Florida law, email addresses are public records. If you do not want your e-mail address rel electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you hav Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4'. they have one. The emails provided may be used for official communication with the licensee. How supply a personal address, please provide the Department with an email address which can be made Chapter 455, F.S., please click here . Product Approval Accepts: M MOR 99 Ed secerrit � r 7! M. 0' FI HI HORIZONTAL SLIDER - NON -IMPACT (SHOWN w/DIFFERENT OPTIONS) _ ,...--.a ur mnn. wcmul 1VW MUIH- 74' MA( UNIT WIDTH 36 5I16- MAX SASH W IDTH 1—33- CUSS OLD -A I 33* CUSS DLO ' - X X ERALL NGGHT B R C CI I 74- UNR HEIGHT 691 O GLA556' DLO l I x67114'MAX /� GLASS GLASS DLO I I MAX MAX SASI I HEIC I I I D I I I � DfJ A_. 1 MAX SIZE •.v/ HD IVTG RAIL CONTENTS GENERAL NOTES' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA SU140ING CODE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: 'OX'. 'XO-. 4. DESIGN PRESSURE RATING (SEE SHEET 2): -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. S. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR CO=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 16' S. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REOUIRED IN WIND BORNE DEBRIS REGION. {T 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. S. SERIES / MODEL DESIGNATION HS-820. 9. THE DESIGNATION RAND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, 0 = FIXED SASH 75114' MAX. OVERALL FLANGE WIDTH _-_.............._, 10. SECTION CALLOUTS APPLY 10 ALL ELEVATIONS IN A SIMILAR ---_------- 74' MAX UNIT WIDTH----------- LOCATION. 365116• MAX SASH WIDTH t1. EXTERNAL WEEP SLOT - 1/4" x 1-b2' LOCATED 4' FROM BOTH ENDS. 33' GLASS DLO 33- GLASS DLO / C fi O581316' CLASS OLD 1 X 55114- GLASS DLO 6 ' 599 I MA} SAS L"j HEI( I 1 MAX SIZEw/ STD MTG RAIL MTG RAIL MAX. UNIT SIZE I DESIGN PRESSURE RATING I IMPACT RATING STD 74" x 63" SEE COMPARATIVE ANALYSIS CHART, SHEET 2 NONE HD 74" x 74" NO NO M I U HAIL ONLY AVAILABLE WITH FLANGE FRAME TYPE Lucas A. Turner 2016-04-03 16:38-04:00 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 820 PVC HORZ. SLIDER NON -IMPACT NO 58201 '• P STATE OF ;;!u zz 4/3/2015 . ................._-____....... ..... .... LUCAS A. TURNER, P.E. FL PE k 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 07/20/11 CWS-814 B ScnT:E-- SHEET 1:20 1 OF . s Design Pressures (PSF) with Glass Types A or B w/ HD MTG RAIL- FLANGE ONLY -' Unit Uni in.l rr leight (in.) ,23 112 1 271/2 31 1/2 35 1/2 39 1/2 3 1/ 47 1/2 51 1/2 55 1/2 59 1/2 63 1/2 67 1/2 71 112 74 Vyy1NWD1QWu5YSTEMS 35 112 a55.01.67.5 +55.0/-67.5 .55.0 /-67.5 .55.01-67.5 a55.0/-67.5 +55.0/-6].5 .55.01.675 .55.OL67.5 .55.0/-67.5 +55.01.67.5 +55,01.61.1 r54.1.h54.1 a4fl.2 /-482 a45.1 /-45.1 39 7/2 +55.0/-67.9 +55.0/-67.5 a55.0/-67.5 +55.0/-57.5 +55.0 /-675 +5i0/-6].5 +55.0/-67.5 +55.0/67.5 +55.0167.5 .55A/-67.5 .55.01.61.1 +54.11.54.1 +482 /d8.2 r45.0/d5.0 19005W 44TH AVE. OCALA. FLORIOA 344]4 41 112 +55.01.6.5 a55.OP87.5 .55.01-67.5 +55.01.67.5 65.0/675 +55.0 /-67.5 RI 43 1/2 +55.0 /•67.5 +55.0/-67.5 +55.0 /-67.5 a55.0 h6].5 +55.0 P67.5 +55.0/ - .4821482 +45.0 /.45.0 WwW.CWS.Cc .67.5 +55.0/-67.5 +55.0/-67.5 +55.01.67.5 +55.0/-67Z +55.0/.61.1 +64.11.54.1 +48.2/d82 +45.0/d5.0 47 1/2 +55.0 /-67.5 +55.0/-675 .55.0 /-67.5 +SSA/6]S +55.0 /-675 +55.0/-67.5 +55.01.67.5 +55.0/-67.5 +55.0/.67.5 .55.0/-675 +55.01-61.1 +54.11-54.1 +4821482 M5.0145.0 51 112 +55.01-67.6 +55,01.67.5 .55.0/-67.5 +55.014IT5 .55.01-67.5 +55.0/-67.5 +55.01.67+5 .55.0/-67.5 +55,01.67.5 a55.0/-67.5 +SS.D/-61.1 +54.1/-54.1 +48.21.48.2 +45.0/d5.0 82UPVC 53 1/2 +55.0/-67.5 +55.0/-67.5 +55.0/-87.5 a55.0/-67S 55 112 a55.0/-6lS +55.01-67.5 +55.0/.67S +55,01-67.5 +55.01.67.5 +55.01.67.5 a55.0/-675 +55.01.51.1 +54.11-54.1 a48.2/-482 .45.0145.0 HORZ. SLIDER a55.0/-6]S +55.01-67.5 .5501.87.5 .55.0/675 +55.01-67.5 +55.0/-675 +55.0/-67.5 +SS.D/-67.5 +55.0/-675 55.01.61.1 +54.1/-54.1 +18.2/-48.2 .45.0145.0 59 112 +55.0/-6ZG r55.0/-67.5 +55.0/-67.5 +SS.OI-6].5 a55.0/-67.5 a55.Oh6].5 +55.01-67.5 +55.0/.67.5 +55.01-67.5 .55.0167.5 +55.0/.61.1 +54.1/-54.1 +48.2/.48.2 +45.0/65.0 NON -IMPACT 63 1/2 +55.01.57.5 +55.0/-675 +55.0/.67.5 +55.0/67.5 .55.0l-675 +55.0/-67.5 +55.01-57.5 +55A/.67.5 +5521.67.1 .55.0/-63.9 .55.0/61.1 +54.11-54.1 a48.2/-68.2 d5.0 65 112. +55.01-67.5 +55.0/67.5 +55.0/-67.5 +55.0/-67.5 +55.0/-67.5 +55.01-67.5 +55.0/-6]S .55.0/-6].5 +55.0/-64.5 a55.0/-61A .55.0/-58.6 +54.1/-54,1 +68.2/-48.2 +45.0/IN w N 6 1 +55.0/-6].5 +55.0/-6].5 +53.0 167.5 +55.01.673 a55.0/-67.5 +55.0/-67.5 +55.0/-6].5 a55.0/-65.7 .55.0/-62.1 +55,01.59.0 +55.0/-S6A +54.1/-54.1 .482/-482 +45.0/45.0 Nio r l 1/2 .55.0P61S +55.0/-675 +'_5.01.57.5 +55.0/67S .55A1-675 +55.0/h .5 +5S.OP65A 65A/61.2 .552/-57.8 +54.9/-5.9 +52.31-52.3 r50.1/-50.1 +48.21-482 .45.0/d5.0 ofo m¢ 74 a55.0/-67.5 +55.0 L67.5 65.0 /-6].5 a55.0/67.5 .55.0/-67.5 -7.3 1 +55.0I.62.6 1 55.0/-58.7 .55.0 /-55.4 .5/-52.5 1 +50.1/.50,1 1 .47.91-47.9 +46.1/-46.t +45.01.45.0 YW Design Pressures (PSFT with Glass Types A or 8 w/ STD MTG RAIL w ¢ m Unit' v. lel9ht(in.) 23 1/2 27 1/2 Sl ti'2 35 1/2 39 1/2 47 1/2 51 112 55 1/2 59 112 63 1/2 67 112 71 112 74 om. C 35 1/2 +60.0/-90.1' +60.0/-90.0 a63.0/.90.0 60,01.90.0 60.01-90.0 +6 . -9 .0 +60,01.90.0 .60.01.90.0 60.0/-90,0 +60.01-90.0 +60.0/.61.5 +60.0/42.1 .6C.0/-64.3 60.0/ 60.1 U. 39 1/2 +60.0/-90.0 +60.0/-90.0 +63.0/-90.0 +60.0/.90.0 60.0/-90.0 +60.01-90.0 +60.0h9D.0 60.01.90.0 +60.0/-90.0 .60.01-90.0 +60.0/-81.5 +60.0/42.1 +GU.0/64,3 r60.0/-60.0 rvlr Z > mil O w 41 1/2 +60.0/d0.0 a60.01-90.0 +60.0/-90.0 +60.0/90.0 60.0/-90.0 .60.0/.90.0 +60.01-90.0 60,01.90.0 +60.0/-90.0 .60.01-90.0 +60.01-81.5 +60.01-72.1 +611.0/.64.3 a60.0/-60.0 waio P 43 1!2 +60.0/-90.0 .60.01-90.0 +60.0/-90.0 +60.0/.90.0 60.01-90.0 .60.01.90.0 .60.0/-90.0 +60.0/-90.0 +60.0/-90.0 60.0/-90.0 +60.0/-81.5 +60.0/-72.1 a60.0 /-64.3 60.0/-60.0 I o LL a 51 1/2 +60.0/90.0 +60.01.90.0 600/90.0 +60.01-90.0 +600/-90.0 +60.0/.900 +60.01-90.0 6001-900 +50.0/-90.0 +600/-900 +60.0 L815 +60.0/42.1 +fi0.0 /-64.3 +600/-600 o o m 53 1/2 +60.0/-90.0 +60.0/-90.0 +60.01.90.0 +60.01.90.0 +60.01.90.0 60.01.90.0 .60.0/.90.0 +60.01-90.0 +60.01-89.8 +60A/-86.0 +60.0/.81.5 +60.01.72.1 +69.01-54.3 +60.0/410.0 ___. m 55 1/2 +60.0 /-90.0 a60.0/-90.0 +60.0 /-90.0 .60.0/-90.0 +fiDA/-90A 60.0 L90.0 a60.0/-90.0 a60.0 /-90.0 +60.0/65.5 60.0/-81] +60.0l J8.5 .60A/-fi2.1 fiDA / .64.3 a6D.0/+600160.0 ..!_ _. _L -. i,< � 648 59 1/2 +60.0 /-90.0 +60.0 /-90.0 .69.0 /-90.0 +60.0/-90.0 a60,0/-90.0 +60.0/-85.0 +60.0/.85.0 +60.0/-82.3 +60.0/-78.0 +60.0/44.4 +60.0/-71.3 - -__._ 63 +60.0/-90.0 a60.01.90.0 +60.01-90.0 +60.01.90.0 +60.0/-90.0 60.01-82.0 +60.0/-81.4 .60.U/-76.5 +60.01-72.5 60.0/69.0 a60.0/-66.0 60.01.63.5 +60.0/612 +60.01-60.0 `+pTA1yORE...Tp v i No 5B201 :�P' 718. OVERALL - - } • k --i -]/9. OVERALL W16' ANNEALED �^ 3I16° TEMPERED %'9 '. STATE OF f10: I R 112' AIRSPACE II ; 1n'AIRSPACE ,OAF �OR1�P'•�=0:�` --X16' ANNEALED ��SS10NA1-Epps, J/1f" TEMPERED T1101trIL111 34 SIKAFLEX 552 OR `34i SIKAFLEX 55208 LAFl PURFECT OOZE 1 /� PURFECT OOZE - / 4/3/2015 APO LUCAS A. TURNER, P.E. 5 UITE i 1l2' GLASS BITE FL PE N RA5B201 A1239 JASARA AVE. _.-......_..�-% - --- NORTH PORT, FL 34288 PH 94TION: 157A SHEET DESCRIPi1pN�. + COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN BY GATE � ADE 07/20/11 u - GLASS TYPE GLASS TYPE OwG v: - q6v.. CW5-814 B ALE: N SIZE INTENDED IS NOT SHOWN. USE NEXT LARGER SIZE. SHEET 2CF6 INTERIOR SECTION VIEW A -A . qIT I�SNOT SHOWN FOR CLARITY: 1 i .18 INTERIOR SECTION VIEW 8-e NOTE: STD MTG RAIL VALID UP TO 63" TALL SECTION VIEW C-C NOTE: HD MTG RAIL REOD ON HEIGHTS OVER 63' SECTION VIEW D-D ALTERNATE FIN FRAME 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.C.0 820 PVC HORZ. SLIDER NON -IMPACT No 58201 :'-P STATE OF 4 0 5 LUCAS A. TURNER, P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS IAWN BV DATE ADE 07/20/11 GM1. REV.. CWS-814 .-__-B__., 'iA[€.— "-_-- SHEET 1:2 30F6 PARTS -LIST ITEM PART # DESCRIPTION VENDOR I MATERIAL '1 H-6000 Main Fr., w/Fig., PVC, HeadMHulmeyn n PVC 2 H6000 main Fr:, w/Fig., PVC, Silln PVC 3 H-6000 Main Fr:, w/Fig., PVC, Jb. PVC '4 H-1497 Rein1. Sash Meat. Railrk Aluminum 6 H-1681 Alum. HD Meet. Rail, Fxtl.rk Aluminum 7 H-1836 Alum, Meet. Rail, Fxd.rk Aluminum e H6004 Sash l'c BoI. Rail PVC9 H6027 Sash I9eet. Rail, PVCn PVC10 H-6028 Sash Pull Rail, PVC PVC11 P3029 Screen Pull tab Steel12 P-3033 Screen Spring Steel 13 P-3113 Screw Support, PVC 7 TeamPlastes Rubber 14 P-3114 #8 x 2' Ph Truss SMS @ mt3 mil Faslenal Sleet 15 P-3218 Screen frame FlaScreen I Aluminum 16 P-3228 Screen Spline Dapa 17 P3321 Screen Comer Key M&M Nylon 18 P3342 Seam Sealer, SM-5504 Schnee 19 P-3352 Set. Blk., 85 Duc, 1/W x 7/8' x 2" Lg. FrankLcwa Rubber 20 P3429 Wslp., 0.270 x .187 back FirSeal, Gray Ull afab 21 P3541 #8 x 1i2' Ph PH Tek @ mlter Faslenal Steel 22 P3760 #8 x 7/8" Ph Flat SMS, Whl. @ lock Faslenal Steel 23 1 P-4479 Weep Coley w/Flap M&M Nylon 24 1 P4707 Cam Lock Lawrence Nylon 25 P4779 Railer, Tandem M&M Nylon 26 P4959 Wstp., 0.420 x .187 back FinSeal. Gray Ullmlab 27 S-1498 Reinforcement, Sash, Stm/S'de Rail Ka mark Aluminum 28 S-6005 Roller hack Mikron PVC 29 56013 Scrn. Atlapt., w/ Nib. PVC Mikmn PVC 30 S6063 INTO Fait End Cap - Mikron PVC 31 S-6064 GWebead Mikron PVC 32 66077 HD MTG I I End Cap Mikron PVC 33 GLASS SEE SHEET2 34 Sikallex 552 or Pudect Glaze'H" Henkel / Truseal 35 H-6000A Man Fr., w/Fin., PVC Mikron PVC ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 61 UI PVC MAIN FRAME H-6000A PVC MAIN FRAME H-6000 1/2'- 1 1/8' 1-1/16' PVC SCREEN CATCH S-6013 115r16" 10 15l8' q PVC SASH PULL RAIL H-6028 13116 -'- B PVC SASH SIDE RAIL H-6004 T— A), 7/8' l PVC GLAZING BEAD S-6064 -2Y16 � O Ise. VW PVC SASH MTG. RAIL H-6027 -1WI6"y i281 PVC ROLLER TRACK S-6005 21118" STD. MTG. RAIL H-1836 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 Ia '' FIXED MEETING RAIL SCREWED TOGETHER WI 9n6" - 30, 1 SIt E" - 6' PVC MTG RAIL COVER S6063 Ev �23/16' 3/T—III.—�j yg•-l- 1(9 1116 .I-�—�/ I' —�/ 1 7/8' 1 5tl fi' REINF,1498 R REINF. SASH RAIL PVC HD MTG RAIL COVER 5 1498 5-1497 HD. MTG. RAIL S-6077 H-1681 3l16-�-1 r-3• SCREW SUPPORT P3113 ILESS OTHERWISE NOTED. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 820 PVC HORZ. SLIDER NON -IMPACT No 56201 -P • :• STATE OF LUCAS A. TURNER, P.E. FL PE If 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 07/20/11 WArt: PEV.: CWS-814 B sCALE SHEET 12 40F6 16' MAX. O.C. (TYPJ ' 6' MAX. (TYP.)............_.i 4' MAX. 3' (TYP.) JI 4• MAX. 14• MAX. O.C.(nP.)-,—.�1}— 6' MAX.(TYP.)._.............I I y 6'MAX. (nP.l -� I � _.•1 h--3'(TYP.) I 6' MAX. InP.I— - - MA) ml 21• . MAX.I 0 nP.) I 21' J 0 X BEE P MAX. ; O.C. � -SEE NOTE 2 --'- I 1 _ INSTA ANCH, ANCHOR LAYOUT - (FLANGE) STD WC RAIL ANCHOR LAYOUT - (FIN) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTA.LATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4•. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 51NSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE -1 X BUCKS ARE OPTIONAL. ENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, V FOR WOOD AND METAL. ASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. i SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. ) FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAAVDMA 250(80X WINDOWS). FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 820 PVC HORZ SLIDER NON -IMPACT No 58201 STATE OF S zz 4/3/2015 LUCAS A.TURNER,P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEC NOTES ADE 07/20/11 Gn: REV.: CWS-814 B �nie-- SHEET 125 5OF6 SUBSTRATE BY OTHERS SEE TABLE PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT SEALANTSEHINO FLANGE BY INSTALLER TYPICAL HEAD ANCHORAGE MIN. EDGE DIST SEE TABLE 1 114' MAX. SHIM SEALANT BEHINDJVF_ 1/4' MAX SHIM FLANGE BY INSTALLEPERIMETER SEALANTMIN.EMBEOMENT BYINSTALLERINSIDE AND OUT SEE TABLE 1 SUBSTRATE BY OTHESEE TABLE I —MIN. EDGE DIST. SEE TABLE 1 q VEF'TICAL SECTION 6 TYPICAL BILL ANCHORAGE SOUTHERN PINE (G..0.55) I;RVELCO I MIN. EMBEDMENT SEE TABLE 1 114" MAX. SHIM— MIE DIST. SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE `-—PERIMETER SEALANT RYINSTALLER INSIDE AND OUT ----SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 6 TYPICALJAMB ANCHORAGE MIN.EOGEDIST.---i---- SUBSTRATE WINVQVY STSTEM5 LL SEE TABLE BYOTHERS 1900 SW 44TH AVE. VS'MAX, SHIM — --- SEE TABLE OCALA, FLORIDA 34474 W W W.CWS.CC 820 PVC ® HORZ. SLIDER MIN. EMBEDMENT SEE TABLE I NON -IMPACT I PERIMETER SEALANT BYINSTALLER o INSIDE AND OUT ''� o C INSTALLATION ANCHOR SEE TABLE I SEALANT BEHINDHORIZONTAL FIN BY INSTALLER SECTION 6 TYPICAL FIN ANCHORAGE ` HEAD AND SILL SIMILAR FOR FIN INSTALLATION No 58201 k STATE OF J. EMBEDMENT MIN. EDGE 015T.�� LUCAS A. TURNER. P.E. 1-1/2' 1-1/8' PERIMETER SEALANT----"�"� BY INSTALLER INSIDE AND OUT D HORIZONTAL SECTION BO%FRAMEIN$TALLATION FL PE p 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH.RIFY 80-I574 j --"""'-1 1" 2" 1• 1° 1114 21/2° CNEET C460 PTICN', b3/B• 7i8- SIMILAR FOR SILL AND HERD FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: INSTALLATION DETAILS 1 D WN BY GATE----- 1-318' 7/8' 'ULL THREAD THRIJo 7116' - MNFILLET F CAULK IS APPLIED AGE 07/20/11 'ULL THREAD D 7/16' DE A FULL PERIMETER, LER,ADHESIVE INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. , R, BY INSTALLER, TH 0.125^ - PRODUCT ANCHORAGE N IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. OWS-814 B 1- 1-I/2' I/2° 5oa1E 1:2 —, SHEET i 6 OF 6 Ronda De amm ent� Businesrf ' Professi rral Regulcation SCIS Home i Log In i User Registration Hot Topics i Submit Surcharge ; Stats & Facts Pi Product Approval p USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # L161- Application Type Revision Code Version 2014 Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Approved Custom Window System 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 2S ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 2S. jlathrop@cws.cc Exterior Doors Swinging Exterior Door, I j{ I§ 5 F 4 1 Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted fDate Validated Date Pending FBC Approval Date Approved Evaluation Report from Florida Professional Engi q Evaluation Report - I Lucas A. Turner PE-58201 Keystone Certifications, 07/21/2020 Steven M. Urich, PE '4 Validation Checklist FL161 R5 COI EyAlRep Standard AAMA/ 101/I. S. 2-97 ASTM E1300-04 Method 1 Option D 04/28/2015 04/29/2015 05/06/2015 06/22/2015 FL # Model, Number or Name' Description 161.1 Guardian Hinged Door Guardian Hinc Limits of Use Installation Approved for use in HVHZ: No FL161 R5 II Approved for use outside HVHZ: Yes Verified By: I Impact Resistant: No Created by Ii Design Pressure: +40/-40 Evaluation R Other: Not for use in HVHZ. Primarily used with Screen FL161 R5 Al Rooms. a a%tp7'%'Al tV s, `f 4 j i 161.2 Guardian Hinged Door Guardian Hin( Limits of Use Installation Approved for use in HVHZ: No FL161 R5 II Approved for use outside HVHZ: Yes Verified By: I Impact Resistant: No Created by II Design Pressure: +40/-40 Evaluation F Other: Not for use in HVHZ. Primarily used with Screen FL161 R5 AI Rooms. Core . df Created by II Contact Us :: 1940 North Monroe Street. Tallahassee FL 3239 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy S Under Florida law, email addresses are public records. If you do not want your e-mail address rel electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you hav Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4' they have one. The emails provided may be used for official communication with the licensee. How supply a personal address, please provide the Department with an email address which can be made Chapter 455, F.S., please click here . Product Approval Accepts: .; ® E_rtecr Ed sccut it"Al rnw' 0 PRIME DOOR - NON -IMPACT (SHOWN WALUM. SINGLE HUNG) AL OVERALLWIDTH 36, UNIT W IDTH 35' — DOOR CORE --T - A _ - I B V )EIGHT IIGHT I sc UNIT HEIGHT- 78' 1 I OR I CORE I TABLE OF CONTENTS L NOTES 8 ELEVATIONS ........ I RULE 8 NOTES.............5 DETAILS ........................6 GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ! V ""�"®• TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT WINDOW SYSTEMS J EDITION. 11900 SW 44TH AVE. OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) I WWW.CWS.CC 3.CONFIGURATIONS: OUTSWING, LEFT OR RIGHT HINGED.-- 4. DESIGN PRESSURE RATING: 1000 ALUM. -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GUARDIAN DOOR GLASS TABLES ASTM E-1300.04, -POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE, WATER I NON -IMPACT INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04: �T— ^ Co 5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED mI w IN THE DESIGN OF THIS PRODUCT. SEE SHEET FOR ANCHOR c o O DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD $ ! -- - -- - - 0 ANCHOR CALCULATIONS. z LLw 7_ 6. NOT ACT PROTECTIVE ACTREGION. w W ¢ m HINGE (TVP.) (T SYSTEM IS RED IREDOR IN SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. WINDSOME DERESISTANCE. IS y' o � z 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT e � < e Ol fn USED AT ALL FRAME JOINTS. i > ¢; w' ¢ O',, 0 W m HINGE(TYP.) wj g a ¢ wl O N MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 37-1/4" x 81" +/- 40 PSF NONE NO 56201 Lucas A. '. Tumer •-•o: 2015-04-27 %'p •. STATE OF 20:51-04:00 z LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. ! NORTH PORT, FL 34288 PH. 94I-380-1574 GENERAL NOTES AND ELEVATIONS ADE 09!08/O /0 p.._..-....-._- NEVI: _.-.......... _.B CWS-176 E SHEET 1:15 1 OF6 t GLASS DLO SH-3500 )SEE SEPARATE APPROVAL) ALL GLAZING DSB TEMPERED MIN. I co'geoUI/lY•` (o WINDOW MTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT Nu 58201 k STATE OF 4/27/2015 LUCAS A. TURNER, P.E. FL PE P 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DOOR CONFIGURATIONS ADE 1 _ 09/08/08 CWS-176 SHE ET 1:10 2 OF6.._. srnL (1193) SECTION VIEW A -A N FOR CLARITY: 31.36 ALT. THRESHOLD(1186) ALT. THRESHOLD(1126) INTERIOR SECTION VIEW B-B THRESHOLD DESCRIPTION MAX. POS. DP 112fi BUMPERTHRESHOLD NONE 1186 STANDARD THRESHOLD +40 1193 SAODLE IHRESHOLU NONE NOTE: INSTALLATION W/1126 OR 1193 THRESHOLDS ONLY ALLOWED W HERE NO WATER INFILTRATION RESISTANCE IS NEEDED. (agesm * VVINDOW SYSTEMS J 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT m w a No 58201 k STATE OF LUCAS A. TURNER, P.E. FL PE A 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS NWNov: DATE.-- ADE 09i08/08 l.GM..................... REV:_ .. ............... '. CWS-176 E " SHEET 12 30F6 LINE ITEMS NOT USED: 2, 4, 20.22, 27, 30 NOTE: SINGLE HUNG B.O.M. NOT SHOWN. SEE SEPARATE APPROVAL 61 CORNER KEY - S-1002 r--_ 2 3.r8- _ -I _L Hans• 7 OUTSWING HEAD S-1377 —215/16' I --0 LII p p II 1/16" STANDARD THRESHOLD S-1186 ALL ALUMINUM EXTRUSIONS ARE 606346 UNLESS OTHERWISE NOTED. 4 DOOR CORE-H4001 2 318° T _ 3j - -I 1/16" 111/1 fi' - I � 1 OUTSWING JAMB S-1374 I 7/e' tns^ BUMPER THRESHOLD 5-1126 �3fi OUTER FRAME ASSEMBLY 1l PANELFRAME ASSEMBLY a 16' }_ 33 ADJUSTABLE SWEEP S-1300 3 7/16' 13/16" 6i t_ SADDLE THRESHOLD S-1193 THRESHOLD DESCRIPTION MAX. POS. OP 1126 BUMPER THRESHOLD NONE 7186 STANDARD THRESHOLD Fop 1193 SADDLE THRESHOLD NO 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a No 5a201 9: STATE OF LUCAS A. TURNER, P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 3428E PH. 941-380-1574 BOM AND EXTRUSIONS AGE (OWod _.-._-..... .� CWS-176 NOTE: INSTAWHERE ON wl WATER IN OR 1193 INFILTRATION 4OLDSRESISTANCE EIS NEEDED, :8C4�: WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 12 09/08/08 E SHEET 4 OF I "I N 6' MAX. 6' MAX. 17' MAX. O. FYN INSTALL ONE#8 ANCHOR THRU EACH HINGE INTO SUBSTRATE IT) ANCHOR LAYOUT NOTE 2 NSTALLATION WCHOR (TYP.) INSTALL TWO H8 ANCHORS THRU STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE (TYP.) VOTES: I. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REG AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16- IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 1. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. i. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. I. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONTRY, I- FOR WOOD AND METAL, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE . MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE/, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. JD FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: 100(FIN WINDOWS). FMA/AAMA 200(FLANGF. WINDOWS), FMA/WDMA 250(BOXWINDOWS), FMAJAAMA/WDMA 300(EXTERIOR DOORS) aulm. WINDOW SYSTEMS ) 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT No 58201 STATE OF LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 09/08/08 m -- CW5176 E F "LE SHEET 120 SOF6 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT -}y SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE PERIMETER SEALANT-\ BY INSTALLER MIN.EDGE DIST. INSTALLATION ANCHOR-----. _ y-�. SEE TABLE I SEE TABLE I -- 1- SEALANTSEHIND -r FLANGE BY INSTALLER 1/4" MAX. SHIM INTERIOR SEE TABLE 1 —SEAL OR SET IN CONCRETE OR MASONRY PERIMETER SEALANT----- BY INSTALLER 171, a o a MIN. EMBEDMENT SUBSTRATE BY OTHERS a SEE TABLE SEE TABLE ° MIN. EDGE DIST. ---�-----+I SEE TABLE I VERTICAL SECTION 6 TYPICALSILLANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATETYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MN.) 311 S" ITW TAPCON 1" 1.118, ETE 12.85 KSI MIN.) 3l16" ELCO ULTRACON 1• I" SOUhIERN PNE (G=0.55) N10 WOOD SCREW 1.3I8" A2' WM.(6063-TS MIN.) OR 0.045" STEEL (33 KSI MIN.) IRO GRADE 5 SELF -TAPPING/ GRILLING SCREW FULL THREAD THRU 0.045" I/2 AND STRIKE PLATE ANCHORS 2 M .SOUTHERN PINE: (G=0.551 k8 WOOD SCREW 1318• 718" MIN,EDGEDIST. ---y SEE TABLE I INTERIOR 1/4" MAX. SHIM HINGE/STRIKEPLATE-------------- I -- I---HINGE/STRIKEPLATE MIN. EMBEDMENT I MIN. EDGE DISTANCE SEE TABLE 1 SEE TABLE I f MIN. EMBEDMENT HINGE/STRIKE PLATE SCREW SEE TABLE 1 SEE TABLE 1 INSTALLATION ANCHOR SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 SEALANT BEHIND PERIMETER SEALANT FLANGE BY INSTALLER BYINSTALLER (B HORIZONTAL SECTION 6 TYPICAL JAMBANCHORAGE NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM ANCHORAGE AS SHOWN IN TABLE 1. 1900 SW 44TH AVE, OCALA. FLORIDA 34474 W W W.CWSOC 1000 ALUM. GUARDIAN DOOR NON -IMPACT No 58201 R STATE OF X� _ _4/27/201_5 LUCAS A. TURNER, P.E. j FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 342BB PH. 941-380-1574 iiEE4 oESEFriSiiou:-'--'-"-1 INSTALLATION DETAILS RAWN Dn DATE, ADE 09/08/08 WDu ..-.. _ REV -..� CWS-176 E j °AUE' SHEET 12 60F6 Florida Depat `r-egi Bushes..' 2 Professional Regulation L'iyL'iiYl. BCIS Home t Log In ; User Registration Hot Topics Submit Surcharge ; Stats & Facts Pi Product Approval _# USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL.# L161 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Custom Window System 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws-.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 2S ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 2S. jlathrop@cws.cc Exterior Doors Swinging Exterior Door,, Compliance Method Evaluation Report from Florida Professional Engi q Evaluation Report - I Florida Engineer or Architect Name who developed Lucas A. Turner a the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, i Quality Assurance Contract Expiration Date 07/21/2020 ` an.I Validated By Steven M. Urich, PE Validation Checklist Certificate of Independence FL161 R5 COI EvalReo Referenced Standard and Year (of Standard) Standard AAMA/101/I.S.2-97 ASTM E1300-04 Equivalence of Product Standards Certified By Sections from the Code s ;6 Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 FL # Model, Number,or Name- Description. 161.1 1 Guardian Hinged Door Guardian Hinc Limits of Use Installation Approved for use in HVHZ: No FL161 R5 II Approved for use outside HVHZ: Yes Verified By: I Impact Resistant: No Created by Ii Design Pressure: +40/-40 Evaluation F Other: Not for use in HVHZ. Primarily used with Screen FL161 R5 AI Rooms. .Created by Ii _ .n 4'• i. i' `. "1 1 161.2 1 Guardian Hinged Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Not for use in HVHZ. Primarily used with Screen Rooms. Guardian Hinc Installation FL161 R5 II Verified By: I Created by II Evaluation P FL161 R5 Al Core . df Created by II Contact Us :: 1940 North Monroe Street, Tallahassee FL 3239 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy S Under Florida law, email addresses are public records. If you do not want your e-mail address rel electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you hav Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4` they have one. The emails provided may be used for official communication with the licensee. How supply a personal address, please provide the Department with an email address which can be made Chapter 4S5, F.S., please click here . Product Approval Accepts: F EGAeGk P5 sccuritv.m}Tyi't�s'v.. �`""' a' 1 TABLE OF CONTENTS . NOTES K ELEVATIOK PRIME DOOR -NDN-IMPACT (SHOW N wlALUM. SINGLE HUNG) if l/9_ OVERALL WIDTH 36• UNIT W IDTH 35" DOOR CORE A I 37JiZ I B )VERALL IIGHTEIGHT I 80' I UNIT HEIGHT 5112" I I DOOR CORE I A 6 GENERAL NOTE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: OUTSWING, LEFT OR RIGHT HINGED. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04: 5. ANCHORAGE: THE 331/ %STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 751K 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE HINGE (TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. ? 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. B 22 6 HINGE (TYP.) MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 37-1/4" x 81" +/- 40 PSF NONE Lucas A. Tumer 2015-04-27 20:51-04:00 VlSL16Yi m. (T J WINDOW SYSTEMS 1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT 0 No 58201 R STATE OF zz j LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 1 GENERAL NOTES AND ELEVATIONS AGE 09/08/08 VO a; F V.: CWS-176 E :ALE SHEET 1:15 1 OF6 GLASS DLO SH-3500 (SEE SEPARATE APPROVAL) ALL GLAZING DSB TEMPERED MIN, oxwom- WINDOW SYSTEMS 1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT No 58201 STATE OF LUCAS A. TURNER, P.E. FL PE A 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET OESCNIPI WN: DOOR CONFIGURATIONS '.. iDRAWN BY: TATE: AOE 09/08/08 ZS-176 E isSHEET 1:10 20F6 MM1 f�l� � E__ (1193) EN ALT. THRESHOLD (1186) ALT. THRESHOLD (1126) SECTION VIEW B-B THRESHOLD 1 DESCRIPTION MAX. P09. OP 726 BUMPER THRESHOLD NONE 1186 ISTANUARD THRESHOLD ♦ 40 1193 ISADDLE THRESHOLD NONE NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLYALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED, gom- WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWw.CWS.Cc 1000 ALUM. GUARDIAN DOOR NON -IMPACT m e a No 58201 R STATE OF LUCAS A. TURNER, P.E. FL PE 0 582" 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS AOE G108l08 VO R. REV CWS-176 E ,ALE' SHEET 12 3OF6 LINE ITEMS NOT USED: 2. 4, 20-22, 27, 30 NOTE: SINGLE HUNG B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL. 6 CORNER KEY - S-1002 --- 2 3/8'_ 1 —,. 3/4 �'.. 1/16' 1 ia'16" 1 OUTSW ING HEAD 5-1377 -...__.2 15/16" L STANDARD THRESHOLD S-1186 EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 4 DOOR CORE -HA001 L 2 3�B" 1/16" 111/16' 3 OUTSW ING JAMB S-1374 3 3/8" _. - I 7 8' r� .� _..._ 11�11 U dyl._ BUMPER THRESHOLD S-1126 / OUTER FRAME ASSEMBLY 17 PANELFRAME ASSEMBLY j-- 2 5/8-1 l� 1/1fi' 1 3i16" � 3• ADJUSTABLE SWEEP S-1300 3 7/16" — �6� 1_ SADDLE THRESHOLD S.1193 THRESHOLD DESCRIPTION MAX. POS. DP 1126 B UMPER THRESHOLD NONE 1186 STANDARD THRESHOLD s40 1193 SADDLE THRESHOLD NONE WINDOW SYMMS B 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W W W.CW S.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT I No 58201 a STATE OF -•,!u, LUCAS A. TURNER, P.E. ' FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE owc i .__..._-... CWS-116 NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED g .r_ WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. I 1:2 09/08/08 E. SHEET 40F6 I .' J 12 3/4" MA; 6- MAX. (T` 6' MAX. (T) 17• MAX. O.C. (TYP.) INSTALL ONE#8 ANCHOR THRU EACH HINGE INTO SUBSTRATE (TYP. ANCHOR LAYOUT NOTE NSTALLATION WCHOR (TYP.) INSTALL TWO N8 ANCHORS THRU STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE (TYP.) VOTES: I. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 3. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 1. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURETREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. i. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1..SHEET 6. EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONTRY, 1"FOR WOOD AND METAL, OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE TUBE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. G AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ,MA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAAVDMA250(B0XWINDOWS), FMA/AAMA/WDMA300(EXTERIOR DOORS) WINDOW SYSTEMS J 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 1000 ALUM. GUARDIAN DOOR NON -IMPACT No 58201 STATE OF LUCAS A. TURNER, P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 SHEET DE3CHIPTION. ANCHOR SCHEDULE AF NOTES FS WNEY: OATS AGE 09/08!08 6Wc 4—.- REv.:__._— CWS-176 E SHEET 1:20 snca r MIN. EMBEDMENT ---- SEE TABLE 1 SUBSTRATE BY OTHERS — SEE TABLE 1 PERIMETER SEALANT BVINSTALLER INSTALLATION ANCHOR-- - SEE TABLE I SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATICN ANCHOR SEE TABLE 1 PERIMETER SEALANT- BYINSTALLER SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST.------- SEE TABLE 1 ,TYPICAL HEAD ANCHORAGE a A a U a 0 rA) VERTICAL SECTION J TYPICAL SILL ANCHORAGE —MIN. EDGE DIST. SEE TABLE 1 -- 114" MAX, SHIM INTERIOR M SFAL OR SET IN CONCRETE OR MASONRY IN. EMBEDMENT SEE TABLE 1 TABLE I: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3116" ITW TAPCON 1" 1-1/8' CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1- 1" 7XIQINfSOLI MERN PINE(G=0.55) #10 WOOD SCREW LW8" I/2^ RI ALUM. (600 'MIN) OR _ TEEL (33 KSI MIN) #10 GRADE 5 SELF -TAPPING / DRILUNG SCREW FULL —THREAD THRU 0.045' 42 it E AND STRIKE PLATE ANCHORS 2k MIN..SOUTIERN PINE (G=0.55) #8 WOOD SCREW L3'8" 7/8" I") MIN. EDGE DIST. SEE TABLE 1 INTERIOR 1/4"MAX, SHIM—�'� II HINGE/STRIKEPLATE --- - — -- HINGF/STRIKEPLATE MIN. EMBEDMENT MIN. EDGE DISTANCE SEE TABLE i I SEE TABLE 1 MIN. EMBEDMENT HINGE/STRIKE PLATE SCREW —� SEE TABLET SEE TABLE 1 INSTALLATION ANCHOR SUBSTRATE By OTHERS SEE TABLE I SEE TABLE 1 SEALANT BEHIND ------ PERIMETER SEALANT FLANGE BY INSTALLER BY INSTALLER �B1 HORIZONTAL SECTION C fi TYPICAL JAMB ANCHORAGE NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM ANCHORAGE AS SHOWN IN TABLE 1. 1900 SW 44TH AVE. j OCALA, FLORIDA 34474 W W W.CWSOC 1000 ALUM. GUARDIAN DOOR j NON -IMPACT V - No 58201 'yP . 1 _ 1A�:. STATE OF :WW =%a E`S��ORI�P'V�=��� i aaao ......A ?�P z� -- 4/2712015- - LUCAS A. TURNER, RE. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-360-1574 j eG['f UE9CFIAIIOY:------ INSTALLATION DETAILS RAWN BY: DATP ADE 09/08/OB CWS-176 E °A� SHEET 12 60F6 4 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce,FL 34982 Phone:(772)462-2172 Fax:(7721462-6443 REVIEW COMMENTS 1 Address: 2919 Fiddlewood Cir Owner(s): Kathleen Van Nostrand / Robert F Van City / State I Zip: Port St Lucie, FI 34952 Nostrand Parcel #: 3425-702-0165-000/3 Jurisdiction: SAINT LUCIE COUNTY Zoning:t PUD Lot#: 8 Block: 18 APPLICATION INFORMATION Permit Number: 1508-0246 Stories: Automatic Sprinkler System? No Permit Type: GLASS/FLORIDA RM - EXISTING SLAB Contractor Name: Gary K Whigham Fax Number: 772-466-1074 Business Name: South Florida Aluminum Products Llc Business Addr: 4801 S Us 1 Email: Sfapbooks@Soflalum.Com City / State / Zip: Ft Pierce, FI 34982 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started DOCUMENTS MISSING PENDING Angela Huff 811712015 8/17/2015 Comment: RECORDED NOTICE OF COMMENCEMENT FRONT COUNTER REVIEW COMPLETE Angela Huff 8/17/2015 Comment: PLANS EXAMINER REVIEW INCOMPLETE William Durden 8/2212015 8/22/2015 Comment: SUBMIT LIGHTING DETAILS FOR EXTERIOR WALK DOORS. 8/22/2015 Comment: SUBMIT LIGHTING DETAILS FOR EXTERIOR WALK DOORS. ZONING REVIEW PENDING Comment: Date Comoleted Date Released 8/17/2015 8/17/2015 44 R1k4ezPj ?;g O 81, 4P�c e /o�14" Q�Jr 0 �4% a� m e Exist Shed EXGSt Manuf Hc)usE) Existing Electric C i Cno �00 X W W n Gjl�n��scr1�" Existing 6 Door New Sun Room Electric Layout 1\16AI Am/ r+L a 0 X O m W (_) n Exist Carport Electric Layout Sun Room 2919 Fiddlewood Circle Fort St Lucie- Florida 29,19 Fiddlewood circle Port St Lucie Florida Legal Description: Savanna Club -Plat -Two -Block 18 Lot 8 (OR 3047-2888) 52.00 20 i�- 6T. LL1 Tx OLlNTY BUILDING DP✓I SION 11 REVIEWED FOR 'CO LANCE REVIEWED BY DATE _ 11' PLANS AND PERMI MUST BEE KEP ON JOB LE NO INSPECTION L BE MAD . 7' Exist 1 Shed i .Pigosed N Gi�ss Room `$306b 3°IGb'0*11dd:W N.LIM'A l.M . I x 19.02' � � Ol 83080 NI JIgV S303N 39 'dVd -4 <-7.5'-> '_HH1 88013USNl C 1 Inmi ' SN011038800 ANV 01-103f en 3 38d ``. k80M MUM I1 F 0NV SNVI I 3S3H1 35' i 99.50' Exist Exist Exist Carport Covered Sun Room 10' Patio Patio r - 11' 13' 12' i cor 37.5' To Street i i I Fiadewood circle Scale:.1" =10' CONTRACTOR: South Florida Aluminum Products, Inc. DESIGN CRITERIA: Applicable Codes. Regulations, and Standards 1. the Sth Editionj2014) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part I -A ofthe Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category L 2. Basic Wind Speed, Table I609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 16093.1 Equivalent Basic Wind Speed: VucT=1601NPfI V-=12411IPH 3. Exposure Category, Paragraph 1609.4.3: Exposure C 4. Building Category for Aluminum Structures, Paragraph 2002A Category TYPE 2 -GLASS ROOM : Non -Habitable. Unconditioned 5. Scope of Work:Limited to glass room infill wall framing The following specifications am applicable to this project: 1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization ofSuncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on I8/14 or 20/20 Better View. Any other material must be approved. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or stainless steel series "300". S. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 6. Door location shall be determined by contractor in the field. 7. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type l,-ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining+/-1 % -ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric-ASTM Al85 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after belching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist core or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. It All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 8. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a Framing lumber shall be minimurn no. 2 southern yellow pine and have a maximum moisture content of 15 b. Pressure treatments shall be osmosalts, osmose k-33, womansalts orcelcure, as recommended for the use condition. Pressure heated lumber shall be impregnated with a cca salt treatment in accordance with Es. tt-w-571 and bear the American Wood Preservatives Institute quality murk ip-2. c. Wall Sheathing. APA rated Sheathing, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be separated from Pr lumber by 30# felt paper, 10 mil polyethylene sheet or equivalent material. 9. Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacturers specifications, and installation methods for anchoring the submitted windows to Aluminum membersand specific sizes as indicated on A-1. 10. Contractor shall provide any additional backing and anchors as required by the window manufacturers recommended procedures. 11. All glass panels within 24" of door opening shall be of tempered glass per FBC-R308.4 12. All flashing and weatherproofing shall be provided by the contractor. 13. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 2X3 EN D BEAM EXISTING RISER PAN 2X3XO.050PB EXISTING RD FLAT EDGE BEAM 2X5SMB EDGE BEAM EXSHED SHED J 19•-0" - 16,-0" EXISTING CARPORT 2X3 0 3X3X0.0.93 3X3X0.0.93 3X3XO.0.93 3X3XO.0.93 X e a 2X3GIRT o of 1X3RC (TYP) I M (TYP) N A-2 A-2 A-2 3'-0" 5'-0" 5'-0" 1'-0" 2X3 2X3GIRT (TYP) 3X3XO.0.93 2XDJ 2XDJ 2X3 3X3XO.0.93 1X3RC (TYP) 3X3XO.0.93 WALED FAVOR OA ATTACHMENTS A91 THE ROPOHS191L11Y OF THE CONTRAOTOR OF WORD COMPONENTS & CLADDING - VAm DESIGN PRESSURES FOR WINDOWS / DOORS: +30.4 PSF / -40.7 PSF ADJUSTED CO-EFFICIANT FOR EXP C - 1.21 +36.8 PSF / -49.2 PSF , ALL ELECTRICAL TO BE ���� INSTALLED PER 5TH EDITION (2014) FLORIDA BUILDING CODE 0 I oc w W Z W FD n Z Q' onw U G Z O O z tn Z LL" > p O w � H s d N LL N K W U K p O Q Z 3 U ry �JJ LU LU rn9 F O Z - K a> N(Lu- :IriK�r�N7 A.1 kk FA ALUMINUM MEMBERS DIMENSIONS ..• �j // �\L HOLLOW SECTIONS 2" ��� Q. ......... 2 x 2: x 2" x 0.046" !� 2x3: 2"x3"x0.050" 2x4: 2"x4"x O.050" 2x5: 2"x5"x 0.050" Q•'4 Q•,� O; - — 0. OPEN BACK SECTIONS U — Z•. i) 'z r Z �� 1 x2: 1"x2"x 0.040" 1 x3: 1"x3"x 0.045" i •, SNAP SECTIONS �i� .� _ „••••,. \�� 2 x2 Snap: 2"x2"x0.045" 2 Snap: 2"x3"x 0.050" x3 2 x4 Snap: 2"x4"x 0.045" Tx3"x 0.033" SELF MATING (SMB) I POST PROF E I SIONALSEAL 2 x 4 .S'MB: 2" X 4" x 0.044" x 0.100" 2 x5SMB: 2"x5"x 0.050"x 0.100" I ----- I c- W 2x6SMB: 2"x6"x 0.050" x 0. 120" - W 2X7SMB: 2" x T'x 0.057" x 0. 120" I I 3"x3"x 11TALUM ANGLE I Z W 2 XS SMB: 2" x 8" x 0.072" x 0. 124" 1"x3"RC W/1/4"CONCRETE I I EACH SIDE OF UPRIGHT (7 2 x9 SMB: 2"x9"X 0.072"x0. 124" SCREWANCHOR6" W/(4)#14X 314"SMS INTO Z Q 2x 10 SMB: 2"x 10"x 0.092"X 0.398" FROM UPRIGHTS@ I I POSTAND (2) 318" DA. x212'• CHAIR RAIL MEMBER I W 24" O.C.(MIN. 3"EMBED.) EXPANSION BOLTS OR LARGE OPTION I: 2X PATIO I —1 Q e Q MINIMUM FASTENER EDGE DISTANCE: 1/2" DIAMETER TAPCONS 2"x2"x 1/8"ANGLE W! EXTRUSION K Z MINIMUM FASTENER SPACING: 314" — — — (4) 014 x 5re" EACH FLANGE I 0 N z CONCRETE SCREW ANCHOR: a . ,1 'Q , I Ln Z j SIMPSON TITEN HD OR EQUIVALENT a ANGLE MAY INSTALLED W W Q U. SHEET METAL SCREWS ISMS): EITHER ON TOP OR BOTTOM > o TTW / BUB-DEX OR EQUIVALENT .•,°,'••�'�":•',� OF CHAIR RAIL 0 W C FO . 1 N u B ©PURLIN OR GIRT TO BEAM OR POST DETAIL 3" x 3" POST TO CONCRETECONNECTION DETAIL /I -x1 _ SCALE: NTS A-2 fl G CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE Zug it CONTRAOTOR OF moo (4)#14x3/4"SMSW! i (7 i NEOPRENEFACED Z 0 a (4) #14 x 3W SMS WASHER EA PANEL � z $ 1/B"x2'x2'EXTRUDED I INTO DJ 2255 Q W �LLryQ #10x 314"SMS THRU RC ANGLE 5052 H.92 ALLOY SIDE 1"x3"RECEMNG 0 z ¢ AT02"x3"EACH AT 16" O.C. 3" FROM • • CHANNEL L) N a n Qo fj CONCRETE • • z ID 03C� I x z a� Vf Lu k' i. a! R 21 •u M.Wxc I 2"x3' SLAB l FOOTING Axcxox sxEomexr f SEE PLAN ':d ` 2"x3"x 0.050" FLATTOP x. A- 4'... -' RAL - NO ANGLE n REQUIRED UNLESS II II I SEE DETAIL " Y SPLICED OR CORNER- I N 7 C/A-2 FOR CONNECTION ATTACHw1(4)#10x4"LG II I H V HOST I SIDE VIEW II II cc Cl WALL I - (1)3/6"DW CONCRETE 3"x3"x 0.093 UPRIGHT I O o p0 W SCREW ANCHORS U ZII (21/4"CONC. EMBED) . I KLU x112x 0.062 ALUM RECEIVING CHANNEL I 2"x3"z0.050FLTPRIGHT TOPRAILw/(4)#10x U) ❑ F-.11/2x31B W (0 LL I I PRE -HUNG 4"SMS INTO POST E3 Z F z ALONG SIDE OF HOST WALL DOORJAMB 0 Z Q_• r ATTACHED W/ 2"x2"AN LE CL Q p1 O L- 0 WOOD: _ xi/e"ANGLE x1/8"x3"LE _ —. _ x1/6"ANGLE p,• % N O. LL SCREWS, 6" f FROMTOP & B FROM TOPBBOTTOMB@12" o.c. i — DRAWN BY •:' ° i AC' 1l4OOIAx3"CONCRETE 1"x3"RECEMNGCHANNEL , .' (4)#mx&4' (4)#mx3/4" DATE DRAWN SCREW ANCHOR, S' ANCHORED TO CONC W/1!4" x• ? d+ SMS INTO SMS INTO I I I I FROM TOPBBOTTOM B®24" CONCRETE SCREWANCHOR 4 + '4 SCREW BOSSES SCREWBOSSES 07/31/15 O.C. (MIN.1114"EMSED) (2)INTOTOPRAIL I I. (z>INroroPRAIL I I 6"MAX EACH SIDE OF POST ., "°• (2)INTO POST (2)INTO POST REVISION AND 24" O.C. MAX •_., 1 - SLABIFOOTING 6" CONNECTION AT CORNER CONNECTION AT SPLICE SEE PLAN c� n - C-� FRONT VIEW DJ-1 UPRIGHT TO CONCRETE � PRE -HUNG Ij� Ip'I �f^° E Ij ftlq I!®tY� UUVV❑❑ FILE SHEET NO: 2X2 TO HOST A-2 STRUCTURE SCALE: NTS DETAIL A-2 DOOR LOCATION DETAIL SCALE: NTS 2 X 3 TOP RAIL CONNECTION QD TO 3 X 3 UPRIGHT SCALE: NTS _2