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HomeMy WebLinkAboutProduct Approval _ Planning&Development Services Department Building&Code Regulations Division 230D Virginia Avenue,Fort Pierce,FL 34982—(772)462-1553 ontractor COPY Certification for Design Load CompiianGe Project Name: Vistana beach Club Condominium Project Address: 10740 South Ocean Drive Jensen Beach,Florida Permit#: Occupancy Type: R-2 Construction Type.143 INSTRUCrI NS FOR USE- • This certification must be completed,signed,and sealed by the design professional of record * Submit(2)copies for residential,(3)copies for commercial with all permit applications involving the following: o New Residences(single or mull-family) o Residential Addition a Any accessory structure requiring a building permit a Any non-residential structure. *Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official.Contact the#above for questions. 001011 PARAMMS AND ASSUWTOM USED: (complete all that apply) 1. DESIGN CODE: Florida Buiidtng Code Fifth Edition with 20 14 Supplements using ASCE 7-10 2. Structure Designed as(check one): X Enclosed Partially Enclosed Open 3. Risk Category: _I X II 111 IV Exposure Category: B C X D 4. Design Wind Velocity 175 mph ASD LRFD End Zone Width: 10 ft S. Mean Roof Height 90 ft Roof Pitch: 0.25 :12 Parapet: 4 ft 6. Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ ITMRit,dearly label on all pian openings): Zone 1:NA Zone 2: NA Zone 3: NA Zone 4:+72,-81 Zone 5:+80,-88 Garage: 7. Design Loads: Floor: PIA PSF Roof/Dead: NA PSF Roof/Live: NA Balcony: I" PSF Dock: NA PSF Deck: NA PSF Stairs: NA PSF Fence: NA PSF Railings: NA PSF 8. Were Shear Walls Considered For Structure? Yes x Not Applicable Explain Why Not: DOOR REPLACEMENT ONLY 9. Is A Continuous Load Path Provided? Yes X Not Applicable Explain Why Not: NA 10. Design Soil Bearing Pressure: NA PSF Soil Test Reports Submitted? NA Yes I certify that,to the best of my knowledge and belief,the attached plans&specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: FLORIDA ENGINEER FL#51406 rte! Print Name Cert#&Co.Cert Auth. E K4R/� /i GARY L KAREL t - .fes— 1 G.L.KAREL INDIVIDUAL_ IOU_ Company Name&Address Re W/2Q oft �j//fiNAI\`\�� 112212016 Florida Building Cade Online u ✓ 1 Flonda Depinne.nNi &CIS Home Log In User Registration Hot Topics ( Subrnit Surcharge ( Stats&Fads ( Publications , FBC Staff t BCIS Site Map ( Links ! Search BusinesfS y Professi9pl, Product Approval .Mr. USER:Public User ) Regulation fi111PANIli1 ProdLKt Ap rovai Menu>Product ur Aoplic rl Search>Application List>Application Detail ^ T 2 1fi' ;l FL# FL15454-R1 Application Type Revision Code Version 2014 Application Status Approved Comments 04/29/2015 a Archived 1 i i a Product Manufacturer DAYBAR INDUSTRIES LIMITED Address/Phone/Email 50 West Drive 1 Brampton, NON-US 32817 (905) 625-8000 dodson@daybar.corn s� Authorized Signature Dodson Mark dodson@daybar.com Technical Representative Address/Phone/Email 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 li Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr,, P.E the.Evaluation Report 3 Florida License PE-44167 Quality Assurance Entity Intertek Testing Services NA Inc. -ETL/Warnock Hersey Quality Assurance Contract Expiration Date 08/19/2019 Validated By Steven M. Urich, PE Vi Validation Checklist-Hardcopy Received Certificate of Independence FL15454 R1 COI DAYBAR INDUSTRIES C.I. DRWG.15-052.Odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 I Equivalence of Product Standards a Certified By k B fi Sections from the Code 1 II } htt /Avww.floridabuildin .or ! rl r a p p q p gg y q 1 ps: g g p p pp dtl.as x? aram=wGEVXgwtD to °Io2bOhVRQZHOiw%2b GXS6tD1 D9M8t ed0vs52hbx'Q°load%3d 113 1122/2816 Florida Building Code Online slCtSritv:�ti:rtetr:s � I 3 L L E 3 tl U I tf i l; If (i !1 T l a a Ij g� B f 3 it yg� H haps:itwww,Horidabuilding.org/pr/pr app dtl.aspx?param=wGFVXQwtDgtep°I°2bDhVRQZHOiw%2bggGXS6tD1yD9M8tgeoiOvs52hbxjQ°1°3d°I°3d 313 r i sy'FPS o op13 oft wlsER\E OS kN N© \NG Co N5tA °D AVE MENt 7 t6 �NEOpYED (~yE EMgp$5EP E4} p5 BEOaoR NEQRpttNGS 1N0vE E �E 5£a1E5 p1}UA p Uo�oR 8U1tDVN °P t 5£50 N DE5\GN SES 0 E6M''N ORD 54 C4MPAa °c TSE A-10tkPRa -10 tt��mON}45 ASU-8 F.E�M '� �l1 N.At£°n s`PEYIN SN t• G CE W1'H SEGR° C�6U1�p1NI 05 DESIGN w10 PLN° rnE PSG S°QX W�N�•�°NO1C,ATE4°N'fH\5 �atFt�3 p$QER s 6 OF fl"CRl9A t 4� ASCE DER YO\leg YC AS•D.DE RE RA.nNGS NAS 8E 02.Y PER SEG'R4N tER}AU'CSHEEI a- .C�O)D£S GN a�DPRCSOC°� OPERFORMED A �5 A"O AY wvL °F 8�8U DING �V•�'r't� ', W/ EgUAC'! 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LEVATIONS PAGE #1, AND ANCHOR SIDE TO SUIT JAMBS, DETAILS PAGE #13 ® 3/4' CELL 16 THRESHOLD SEAL JOINT WITH GE 'PAPER HONEYCOMB SILICONE II CLEAR SEALANT DAS 5 3/4' SERIES FRAME SURFACE o ` SEE (TYPICAL) SECTION APPLIED N DETAIL #15,16 CPAGE#3) WEATHER c:5 WEATHER STRIP NGP #120NA C, 1 IN STRIP " o SECURED WITH DOUBLE ROW OF Lr) #6x1/2' SMS SCREWS @1' FROM W EACH END AND 4' C/L CAS F- PREDRILLED BY MANUFACTURE) z z _ LJ = z � 16 THRESHOLD NGP #95ONA r CURED WITH TAPCON 3/16' x 1 3/4' FLAT HEAD MASONRY q o SCREW OR # 8 x 2' F.H, S,M.S, O,I251 --35,7500 1250 LL OR # 10 x 2' F,H,W•S. LOCATED @ = ~ s 2 3/4' FROM EACH END AND 10' C/L. ¢ (4 SCREWS TOTAL ON ASSEMBLY) 36 0000 Ir m w a APPLY GE SILICONE II CLEAR SEALANT o D- TO BASE OF THRESHOLD PRIOR R/❑ 40.0000 (MAX. 40,5000) cuT❑ INSTALLATION 00 w � IN TYPICAL H❑RIZ❑NTAL SECTION ❑UT 3 BEADS GE c5 o DEER MODEL; SERIES LS18 FLUSH ❑UTSWING SILICON II COMMERCIAL STEEL W/ SERIES "AS" FRAME FLOOR LINE ❑UT 5,0000 P:T EXTRUDED ALUMINUM MAX. 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W/Q 3/8 8" x 5" FLAT HEAD STEEL WAND SUCK (MIN. 2'x 8' NOMINAL) 9 1/2" LONG) IN HORIZ. MORTAR JOINTS; UCAN-SLEEVE ANCHOR W/ 1 1/2" Min. (8) 3/8-16 X 6' STEEL CARRIAGE FILL JAMBS Q SOLID WITH MORTAR EMBEDMENT. BOLT C/W NUT AND WASHER "DAYBAR # Fm-001" WIRE ANCHGR DETAIL 421 (E,M,A,) EXISTING MASONRY (E,M.A.) EXISTING ANCHOR DETAIL #22 WOOD BUCK ANCHOR 1,9750— DETION EOR DETAIL #22 N❑TE& 3 ANCHORS REQUIRED PER JAMB, (D PER FRAME FOR DETAILS #20 & 2� p+9p h. 4) #8 W/ ,-1 4 Mia. L7 4 ANCHORS REQUIRED PER JAM;;R ,�8•_.'d�"`0�,�J THREADED SCETRATIO DD PER FRAME F❑R DETAIL #22.��' F.H. WOOD SCREWS - 0 5.6250 PER ANCHOR. Q tO.625 - .. o 'L'Fr'%�a 0 1.8750 '���sJ'n'' p,IDH o FLORIDA BUILDING CODE(#3,{,GMy r1�CY �'� (c�R�CANE ZONE) 07 CLIPIN STUD ANCHOR a�s+s muco we(waucow¢) SERIES LS16 FLUSH OUTSWIAvivwaodoek ppnvrN ey; DAYBAR PART # PTI-004 MATERIAL GAUGE 20 (0.035) STEEL DOOR W/SERIES "AS- STEEL FRAME F.3L �7GALVANNEAL DAYBAR INDUSTRIES LTD .03/o2a7r/ 15 " — o 1/2" Min. GYPSUM WALL 2 PIECE COMBINATION STUD ANCHOR rrt✓r rsnW&frvOIMeFxNG=NiANY w,JbM Tw.Y6 1vKdW1 VAICfS 2 9106 ' >m 2J+ BOARD OR PLYWOOD �,"..:tx�ex_ru,rm:l.+a+Jcn_..sr ri nos az5-eoao rix cas ez0-uu 15-OJ3 SHEATHING (TYP.) DETAIL #20 `- 0� n AOO 0awwwc no wFLOP a R J1.ArFI.OiP/C.9 Uz/N167 Yn�1 51fEET 13 OF 14 -� S NDU T S B �,p Q �"' } AL DETAILS \ t NS CR ADDIT iG� SIG DIMENSIO BIL�, BA X .057 MIN CORE s—� IAMB DEPZH X 2C1 PAPER N;ENEv CAMS MIh) MATER-- 1 34 53 THICK X 45 MIN) X 10 GAUGE (" MIN) TY 4' X 10' GAUGE (.135 ITEM QUANTI UGE WELDED FR�MCOMMERCIAL STEEL 11,l2 X S 3I4Y XX014 GAUGE (.072 MIN) GA OD, 3/g" X 7 5/16' r GE G135 MIN) 1 t 8 GAUGE FLUSH D I 1 CINES CDDOR) 1 X 10 aAU L REINFDR ) X 20 GAU'vE C035 MIN g 1/2" LONG 2 HINGE NF�RCINGS CFRRME A 3 ) CDR) 7/8' X 5 518' AN—SLEEVE ANCKD NUT ND `MASHER 3 HINGE REI N�ORCINGS CF C3 PER RMB ' 1 5. STEEL UNIC TAGS Bol- 3 QLG/W 4 i STRIKE REINRY FRAME ANC as R ) CDR) ' 3t8' X STEEL CARR. THICK) MASD JAMB WEIGHT (.134 5 WIRE NCHDRS C3 (flR) 318''1 X 6STANDARD iPIN STUD A IAMB' Ct3R) X 4,5" 6 6 Cl- -(S C4 PER PER JAMB) A.5' 7 EMA ANCHDR .1, BOLTS C4 P~ N/A r OR ARM i N H S 6 CARRIA HAGER BB1191 SERIES C/W DPTIflhAL A` N/A vpLUE 6 S 41S 9Q L RI ISE K MARKS SERIES SERIES 17L GRADE1 SECURED WITH X 1l2• SM SCBE 1 MDR• CK �A ALUMINUM 12 CILINDRICAL L RKS SERIES 130 PRGDUCTSk120NA EXTRUDEp 13 DEAD BM- , MIP NATIONAL GUARD UCTS #950NA NtA NEZDNE) GUARD vE c�gu�R�cA 14 WEATHER STAIiDNAL PROD CODS 1 THRESHOLD` guEu�xc cw 1A a: II F40RIDA �JSH Oct(5MN gTEE4 FRAM . 15 } GE SILICONE <" ) SEEEL D DR W fSER1E5 'AS" n125 CAULKING z.Ztut�SL�/Tt� fr" ww°ro"' ST S LTD o.c 16 ;a' �"••,.... d • ®,,,5 nx INDUSTRIE o5� 17 1 ```c EN SF .�' y DAYTiPRona° ,,. �nwwuc no `-�'��•�V ~ ( .y�!r�O�MG NPutf'�, RIY 44`+Baas<�•,a;sm�� ���t aF s♦ �Q\�t .-y( �` ^ ��CO pubo a+•'"' � Cj�s�Cw WA.75RA 11187 eiaa3tlW➢4;i6iiah t :,u�.e-�.�•;,.�-