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HomeMy WebLinkAboutConstruction PlansPRODUCT REVIEW DRYWALL SHALL CONFORM WITH SECTION R702.3. I OF 1 EID FLORIDA BUII DING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION'', R702,4 OF THE FLORIDA BUILDING RESIDENTIAL CODE, WALL AND CFRJNG FINISHES SHALL HAVE A FLAME SPRFIAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN PRODUCT OPENING PRODT MANUFACTURER MODEL# APPROVAL! GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE) WINDOW ZONE 4-36.08 -80 PST INDUSTRIES SH 700 FL# IMPACT X" ULTRACONS @ HEAD 18-1/2" MAX. FROM TOP ZONE 5 -49.81 - 239.3 CORNERS, JAMBS-17.1/2" MAX. FROM TOP CORNERS, 15" MAX. FROM BOTTOM CORNERS AND 6" BELOW RETAIL MTG RAIL, 1-3/4" EDGE DISTANCE 450. THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTIC INSULATION SHALL RAVE ACRITICAL RADIANT FLUX NOTLESS THAN 0,12WAIT THIS OFFCEF RTHESSENT ARE EPR DUCTS. D ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NOWARRANTY ORGUARANTEE BV PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND Q-R AND WINDOW BUCK FASTENING SMOKE - DEVELOPED INDEX OF NO'I MORE THAN 450. 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS a IT O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4' EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND STRUCTURAL NOTES: BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 PI8.1, MIN. FIBER STRESS VALUE. AMENDMENTS, 2, CONCRETE TO BE 3000 P.S.f. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND OP ION L FOOTINGS TO 2500 P.S.I. MIN. 2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3-1/4" TAPCONS AT iZ' O,C. WITH DOORS 3, REINFORCING S'rEEL SHALL BE GRADE 60 OR BETER WITH W MIN. LAP. AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW 4, CONCRETE COVER OVER REINFORCING STEEL: AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK._ BUCK SHALL EXTEND FOOTINGS W BEYOND THE -INTERIOR -FACE OF FRAME -PER 2017 FLORIDA BUILDING CODE WITH BEAMS 1-1/2" - AMENDMENTS. COLUMNS 1-112^ H LL ED IN LIFTS NOT TO EXCEED I2'AND COMPACTED TO A MINIMUM OF 95% 5, FILL (SOIL) S A BE PLAC MODIFIED PROCTOR DENSITY. - 6, ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND - FORCES PER THE FLORIDA BUILDING CODE 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 8^ MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION, 9. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 60VACI 530C/ASCE6 DRYWALL AND FURRING ATTACHMENT P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH l ''/," CASE HARD NAILS '@ 8" O.0 10, FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 11, ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA '/x" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. BUILDING CODE, PERIMETER AND 12" O.C, FIELD. "NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER $HALL HAVE A MINIMUM Z-MAX COATING OR BETTER. 5/$" DRYWALL FASTENED TO FURRING WITH ] I/8" DRYWALL SCREWS @ $" O.0 PERIMETER AND 12" O.C. FIELD - TABLE R402,1,2INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTS CLIMATE 5, FILL (SOIL) S A BE PLAC MODIFIED PROCTOR DENSITY. - 6, ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND - FORCES PER THE FLORIDA BUILDING CODE 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 8^ MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION, 9. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 60VACI 530C/ASCE6 DRYWALL AND FURRING ATTACHMENT P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH l ''/," CASE HARD NAILS '@ 8" O.0 10, FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 11, ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA '/x" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. BUILDING CODE, PERIMETER AND 12" O.C, FIELD. "NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER $HALL HAVE A MINIMUM Z-MAX COATING OR BETTER. 5/$" DRYWALL FASTENED TO FURRING WITH ] I/8" DRYWALL SCREWS @ $" O.0 PERIMETER AND 12" O.C. FIELD - TABLE R402,1,2INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTS CLIMATE FENESTRATION TR SKYLIGHIh GH GLAZED FENESTRATION � CEILING WOOD MASS �O FLOOR 13ASEMENiTI SLAG". CRAWL SPACE ZONE U FACTOR" u-FACTOR SHGC R-VALUE FRAME WALL WALL R-VALUE R WALL R.VgLUE WALL • ,RNALUE R-VALUE' R-VALU5 &DEPTH R-VALUE 0.75 025 30 13 N4 13 0 - 0 2 0:140 - O65 0.25 - 13 0_y _0 _0 0 3 0135 a65 0.25 38 20o! 13+5'' 6�13 IS 0 5113 4 excarinet Merinu 0:35 _-0.�72. 065 -- 040 --NR 40 --49 20 or 13*5` B1113 10 10,1:3 10.2A 1013 5 nn0 Mnnno 4 `. 055 '10 or 13+5°- 17!7% 309 ian4'' iq11 2 15719 e'. 032 055 NR 49 20+aor 13110!' 15/20 30u to/19 10 411 15r10 7 an08 0.31.� 0.55 NN 49 20+6 or 1:3+.tOG i9121 _3fl!r_ 15 iy —[ic:40 15,19__ t^"L Kl I; 5' -Awl o Phi'- �= �'C_ �• `?Q`�..� r4 I K, Mlcm W�I maoFIt-bC.o ruC-le. in.aSt'p.GL.l�ill���yy (;."I""( � (1" �+,,d.L. '� �a I)2• is "`"> 1 Q` gt �r d3 4 it CYO c, D! f VGA CFLf:: 1 a 6T`Li>5 IP a4'b,e,, 4 e o'TT o M PUa-'f v- '�Y � � C.- �,. t_._____-� t\1 `i�� : ► a .fit �: t� c,.. 5 � c_�1 ca r�J t i&tw E-L—a LIP" a` I O Q) „ 3 LSr L'+GOcfc 1Nf1 kr5 gTRf� ' C_p nsT 1 piU. a Lr $ ��L".C{I h,/•'Co aT�.l i'� +�.. t�A"G IC., w/ F1 -"FDIC. th-wCU Lm.1T'lt.T k•_/ Me � 5 A.�� tra FTL4-�6 CE�d.S 55' u c rr.en !t5 pc�wc--!�.- DzLLc.cG �`I-nIr`-5 tnu T'D t=Sc.r�,l'tnaG 'Fo Li 1-.�Tca.r ir�nJ SEE.'( IIa EPr�'a4\q+ Ir � (25©S? S17 Ro'�R.k'-Q ConrC,.s a0I\\CC, 6."I'E:. iLl + . � VIAJ- L- 1E-, Q7T-I C) �-a NTH FOUNDATION SCHEDULE S-1 4"+/- (3000 PSI I POURED CONCRETE CAP WITH FIBERMESH REINFORCING OVER EXISTING CONCRETE SLAB TO MATCH EXISTING FINISH FLOOR ELEVATION. D-1 # 5 DOWEL DRILLED 4" MIN. INTO EXISTING BLOCK SET IN EPDXY @ 24" O.C. VERT. 1 •1- :Co a SNLS c:Ger�,y Certification for Deslan Load ComDllance I. DESIGN CODE: Florida EEHtDG+riM. code 2017 Edition w120supplements using ASCE 7-10 2. Structure Design Is: —,X--Enclosed — Partially Enclosafj Open Building 3, Risk Category: Yf - II _,- III _IV Exposure Category: _D _C,�' D Adjustment coefficient 4. Design Wind Velocityi'f Mph—ASDLRFD End Zono Width ft. 6. Mean Roof Height: eorft. Roof Pitch: 112 Parapet.ft, T 6. Components 8 Cladding Design Pressure used: (PSF, based on Actual s ft. 't54 t q (L MRH (worst case) Zone 1:• Zone 2:- Zone 3:—W Zone 4:• 417, Zona 5:- � Gamge�_ 7. Design Loads: Floor � PSF Roof/Dead: N� PSF Roof/Live i4/A-PSF Balcony: _PSF Dock:—PSF Deck:, PSF Stairs:_ PSF Fence: ___•_ PSF Railing: _ PSF 8. Were Shear Walls Considered for Structure? �es _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? Yes _Not applicable Explain Why Not: 10. Minimum soll bearing pressure 2000 P S F Sollbor1n9 as required ^ Yes No (based upon section 1803.2 exception) MAR 19 2020 plaatitting Department St, Lucia County �X t y7I rJ 67 t p I✓c •l,� �—tc�vJ t �VPtT\ Q V':�) IAA .n 614 1 24 C_-ocIy P L-rz,, r,� Ps V3 v.1T *P FX15T'IP^a C., W1r•4,Paw ZA ro 1 r >ST�c 'N FILE COPY 9_t T7p� R 'VIEWED FOR CODE COMPLIANCE " `"'^'e- ST. L-I�CIE CO Ty �c.K {�,d . Ccl r GT YP•) BoC (JO�rr �C>yC`E�-1CP<(� aibkt4Ll_ — L°+Fe.: •K-t �e�s "T"© �-ifrE7'T"f NCm, PP4u�-� GtA1 K't��xr ARCHITECT Architectonic 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON IC INC.COM STATE REG # AA26003348 COPYRIGHT 2017 Inc PROJECT STEVENS CARPORT ENCLOSURE FT, PIERCE, FLORIDA t - I I ' I CLIENT I ' CONSULTANTS REGISTRATION E� J S A( RE A REVISIONS NO. DATE REVISION / 114aiiiz. eevl S P %(S to itevi9ED C)& KEY PLAN SHEET TITLE / SHEET NUMBER (� F, NUMBER IPROJECT DATE 17-411ct F'?eMt7 I