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HomeMy WebLinkAboutFloor - Roof - Foundation PlanCertification for_Q "el n Load Compliance ARCHITECT HAZELWOOD DRIVE 60' R/W (IMPROVED) Y 0 TIL POINT OF aa.as•(P)__ S88°22'43"E' 103.14'r� CURVATURE OUND . 10' U E r { __-_ --.- ]FOUND 5/8' IRONROD NONROD A:.t7'171'C'IG+tw,� LOT 32 T COVERED ' CONC.- ' 22.5'�: ' o m W LOT 33 04 N CD z 32 SURVEY N07ES CROSSING INTO 10'U. E. /r ON NORTHERLY SIDE OF LOT CONCRETE DRIVE CROSSING THE i PROPERTY LINE ON NORTHERLY SIDE OF LOT. i THERE ARE FENCES NEAR THE i BOUNDARY OF THE PROPERTY SET 1/2" 11.3' IRON ROD LB#7893 " 0.2' v 13.8' � _< 5.4' v coE� 1.5' BUILDING #1817 o PORCH. 0 s; CONC. 'SCREENED r ,z'�,g,8' N89034'45"W 54,80' PLAT LIMITS 0 co u� m LOT 3.1 0 ® 1 SET 1/2" 0.31 IRON ROD 0.3' n v. LB #7893 MANENT N88022'43"W' ERENCE 4 VUMENT 5.19' IND 518" N ROD I.D. Ir-a oet4.&.r-to"-rkal'.F7;r=l�r-�1 `f PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL GLASS ATTACHMENT METHOD DESIGN DESIGN # TYPE PRESSURES PRESSURES (WORST CASE) GARAGE -26 -50 HAAS DOOR HT 600, NOA# IMPACT Y" TAPCONS @ 12" CENTER SPACING, 4" MIN DOOR COMAPANY 700,900 20-1104.10 ON CENTER SPACING, 1-34" MIN. EMBEDMENT & 2000 AND 2-1/2" DISTANCE TO EDGE WINDOWS ZONE 4-2B.7 -60 SILVER LINE 70 SERIES FL# IMPACT W TAPCONS @ 12.5" MAX. O.C., 6.25" ON ZONE 5- 34.5 BUILDING 14911.5 CORNERS, 1.25" MIN. EMBEDMENTAND 1.75" PRODUCTS DISTANCE TO EDGE ROOF ZONE 1-34.9 OWEN SCORNING ASPHALT FL# N/A 6-ROOFING NAILS PER SHINGLE WITH 3/8" DIA. ZONE 2-37 - SHINGLES 10674.1 HEAD ZONE 3 -47.5 ROOF ZONE 1-34.9 N/A POLYGU\55 USA UNDER- NOA# N/A (SELF -ADHERED) ZONE2-37 LAYMENT 21-0602.14 ZONE 3 -47.5 THE SEAL HEREON i5PROVIULUUNLY 1 U INUICAIh UUR RtVILWAriu NrrnuVnr rvn we Ur r 1vw1�o U.Ir.rvn II Une. t r'11ZUr nc°e PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. rnniNFr.TOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSSACTUAL UPLIFT (GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS ATA-GRB EACH 1222# (1)HETA 20 _ 1.810# 9-10dx1-I/Z" KING JACKS 1'T 8RG 715# (11 MTS 16 990# (14) lodxl-1/2" 2N0 BRG 372# 11) TH.U26 780# (32) 10d x 3_ HIP JACKS 15T BRG 415# (1) NITS 16 _990# (9) 10dxl-A/2" 2No BRG 230# (1) THC37 (MAX) S10# (12) 8d x 1d(2" VALLEY TRUSSES 48"O.C. 672# (1)MTS 16 S190#t 14-10dxl-1/2" TRUSS INFORMATION TAKEN FROM MANUFACI URLKJ GrIVY ENGINEERING DATED II 23 2021. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. NOTIS: DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC T)LE IN TUB I SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702A OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CELL NG FINISHES SMALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AI+TD A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 'WATT 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 SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE A3012(1) - CLIMATIC AND GEOGMAPHIC nPelr,N ralTGaln GROUND FIND DESIGN SUBJECT TO DAMAGE PROM_ SEISMIC ---- --I----r-- WINTER ICE BARRIER AIR MEAN SNOW Speed° Topographic DESIGN FYost line ! _ ^ DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD (mph) eilectsk (NA) SATEGORYI Weathering" _depth° Termite° TEMP°- ReauiREb" HAZARDS2 INDEXI TEMPI NA See Fig. R301.7(d) NA Negligible NA FI AY NA NA NA UNTELSCHEDULE MANUFACTURER: CAST•CRETE LINTEL NO. LENGTH SAFE GRAVITY LOA APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPUED UPLIFT LOAD COMPOSITE BEAM L1 2'10" 89744 7034# 8R24/1T•1B L2 _ 3'•6" 8974# 5591# 8FZ4/1T-18 l3 4'-0" 89759 4853# 8F24/1T-1B L 4 4'-6" 8672# 4292# 8F24/1T48 LS 5'-4" -7342# 3607# BF24/iT-18 L6 603 3295# 8 L7 _ 83 2959# SF24/iT-18 LLLLLliB9111 _ 56819 2571# BF24/1T-1B 3486 1811# 8F24/1T-18 L10 27$1# 1458# 8F24/1T-1B HOP1697H 8F24/3T-SB 2193# 1151#1838# $FF24/3T7--1SB B 325l 962# 8F24/1T18 L14 887# 4/1T-18 245# 823# 8F2d/iT-SB L16 IS,4 2058# 767# 8F24/1T4B L11 1T-4" 1609# 7 fr-- 637# 2;Z_4- 8F24/1T4B L 18 19'-4" 1282# 5464 9R24/1T-18 L 19r 21'-4" 111411 480# _ 8F24/1T-18 L 20 22'-0- 109 # 461# BF24/iT-18 L21 24'-0" 9849 4169 BF24/17-SB REC'F.SSEDUNTELS CAST-CRETE _ LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE: BEAM V- 4'-4" 8060# 8F22/1T-18A 4'-6" 81604 422.4# 8F22/1T-1B 5'•8" 8060# 3277# 8F22/ST-18 57-10" 806o# 3176# 8F22/17-1B 6'•8" 7915#Tl1RER: 2758# 8F22/lT-18 5743# 2442# 8F22/IT-15 RL-7 9'•8" 3129# 1893# 8F22/iT-1B NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FR ADDITIONAL INFORMATION.. ELEOTRICL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET t 220V OUTLET -�/ MOTOR OUTLET WALL MOUNT LTG. FIXTURE G1F1.1 GROUND FAULT PROTECTION P PHONE OUTLET II J.B. FOR FAN/LIGHT COMBC- CABLE TELEVISION OUTLET WP WEATHER PROOF iOY L / RECESSED FI:{TUBE " CEILING MOUNT FIXTURE 50 SMOKE DETECTORS ✓' DOORBELL CHIMES 8' VIA 0017 IFCOC'Tr- fr F p 1. DESIGN CODE: Florida C �ode 2020 Edition w120_ supplements using ASCE 7-10 2. Structure Design is: x, Enclosed _ Partially Enclosed Open Building 3. Risk Category: -1 A H ` III _IV Exposure Category: &B -C _D Adjustment coefficient it 4. Design Wind Velocity 140 mph ,ASD _-LRFD End Zone Width A. fL 5. Mean Roof Height: Lf-ft. Roof Pitch: l- :12 Parapet -^-ft. I 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. C 3C> MRH (worst case) Zone 1:- y," Zone 2:- 37 Zone 3:-,476re7Lone 4::e-�'7 Zone 5:- fGarage: z� 7. Design Loads: Floor: TPSF Roof/Dead: II � PSF Roof/Live © PSF Balcony: _PSF Dock: _PSF Deck: _PSF Stairs: _ PSF Fence: �_ PSF Railing: _ PSF 8. Were Shear Walls Considered for Structure? <�Yss _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? X � Yes Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 P.S.F. STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2, CONCRETE TO BE 3000 P S MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN. 3, REINFORCING STEEL SdALL BE GRADE 60 OR DETER WITH 38' MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1-1/2" COLUMNS 1-112' 5. MASONRY MORTAR SHALL BE TYPE "N" OR BETTER. 6. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 7. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2020 EDITION 8. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CO'OE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 9- PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION, 10. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. `NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR M-TTER. 1 -4 ' L- S 9 oc (-ro, AG^_F!afx QVAPZWL' P�'.nrtJ 4-'SiE-Pl' TO lei 1 ) 1 a,. IEX�ST I.0 :,,o �....aA4C. T-ta ^"� RF ha. C��.)`=-G �".^� p }�,.� ���"•-'�,..���� j'f"�F_L A. h�R+LF�y. PEKE R'� '�E :�^.F h. I r �xr<rT7nIG cY �! F-I� 'rc25>8s �*f`�n-1th1Co �I.?e�[o!1�5i' o, s ah?"�EA say's2 y (\1I"VY I�iII C yvc"Pa cr 4 O �CF -0 _Z.111 -0 L00r<, GFi' _PS L I h( ram± Pk f2-r L' ®Go GO Gp0 DONS ir N&rC" NLL. L c.ccrr lcx t S$4NLL- X.r zl�,arr raa �nrkF, CF L. AF(. ° r*r.t C. F. L �' Ss.C'- V I c' rLec'VCIcP.L `i'"va T!•Y.rn. FBI n„�1 Archlectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION MICHAEL J. SEAL, AIA AR96898 i SHEET TITLE / SHEET NUMBER 1/4 ® PROJECT NUMBER P Z o t3 I DATE I1Z,11ZI Ahz)ZI Zh(ZZ IIaM IT W-0 -I-I? ARCHITECT Architectonic Inc �l`r`f"f.Ena� f r� (r % F'Ex"a """-'P 2 c9 �i. MAeiChi 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT ROTH ADDITION ST. LUCIE. COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS 2:100601,09 KEY PLAN SHEET TITLE / SHEET NUMBER e - ?� s C IF PROJECTNUMBER V DATE t�2��1 4��IZI �IzfzZ atilt Zo-r A ?"o2r�i t-oGv- W/ t)2 x5t/Z` �Ebt�FLAa"� 10il PIT Z:CCa j31tcK. -3I1f X Z (il t z" I C' 5TFC»GuCF=EX , O -�9 PITrZX(s BUCK �� `/z•X5%z`t - -CA � C4t7S wr 7- g$ x tIS" o - - - 0 O - o a GSg"G- �I P ROOF SHEATHING NAILING ZONE INFO. ZONEPI RI:MAINING AREA W/8d RING SHANK @ 6"0.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/3d RING SHANK @ 4" O.0 PERIMETER & 4" Q.C. FIELD . NOTES: 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERiAYMENT FELT SHALL. BE PEEL & STICK OR 304 FELT COMPLYING W/ ASTM D226. NOTES: ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASIM D 7158 CLASS H OR TAS.107 ANDJSHALL HAVE FACTORY APPLIED SELFSEAL STRIPS OR. BE INTERLOCKING. DRYWALLAND FURRINGATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH I ''/tCASE HARD NAILS @ 8" O.C. /," DRYWALL FASTENED TO FURRING WITH 11/8" DRYWALL SCREWS n. 8" O.C. PERIMETER AND 12" O.C. FIELD. 5/8" DRYWALL FASTENED TO FURRING WITH 1 1 /8'' DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. '(,tWL Kl v'4rtiV-�w SFAI_E.-l'- �ur-K Itisr�cc/�TIGtil CIY� aF c,t_c...eF St�rC�,) 6P2. t, n.� E r ✓~C...fe._Y� Q ELG. f CLk'Sw P 3/4"1'16, f` awr�c�ia Sr+1 Fcooe ZY 014ea'C To h1Aq`t:Pt F:F, ���Ja't-foM-� IEbL-,ru-STte.I �4 v? (WC 24" r - C:d r z EW !on - 3`rxra ntjL{'I �T�> L Gv�k Lit C3k Y's� s.to,'I 3,t OPE.®J1l�C� L} 56. lr �, Marc hk zlix i , 1�/ I}# IL. e1^11 Ccvx,e>�tit�Y ? ZY,4 To-? FL—A'-t:— �?t..4.. *aTad LTA C.� '($'d•C.s I TI -z x 4 C3a'xr v r1 PC...In. T-;� \L X 61 L D G Ci-_ 6t _-C U T a ty t _ { �c L 111 iL; t� NC I ST'L, At 1Gt SEETE l3E}tM.�1i*TAi L MA''1e1 Cat.>T, i JI1X�L IuuG ?!� LKY vz ,t xG 1_5Lac�, { :L FIRST G6Ll, COLID GANG, � Avv *S+ VeRT, WE'L-GPINTO E.XGISLbb SET 1;4`rMPDXY Eu To vF- RT,STEEL. Qleo 'SLAPS ETA'II L 'F0 NJ I/z`-I G'f I� !�-k�u--• I.J.dtL-I."•5 � G;L�i'.. pop Phl� P�'Lt{?�C G�1-IG• �(o�Yl�� MoLir.�LiT1-{�L - V/'•Fb�2tG�.��rE�C:..�, �rr�- 6l I.-d hI� Will =.III M,,I(,' DOOR AND WINDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1W EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2020 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH''/V X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2020 FLORIDA BUILDING CODE WITH AMENDMENTS, NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS, ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. 1-3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES WI A MIN. '/i' CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS'/1' MIN. �-o FCC �i t•%/a j I Q ?1 € FOUNDATION SCHEDULE S-1 4"+/- (3000 PSI) POURED CONCRETE CAP WITH FIBERMESH REINFORCING OVER EXISTING SLAB TO MATCH EXISTING FINISH FLOOR ELEVATION. S-2 4" (3000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS. F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. D-1 # 5 DOWEL DRILLED 4" MIN. INTO EXISTING BLOCK SET IN EPDXY @ 24" O.C. VERT. D-2 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION SET IN EPDXY AND TIED TO NEW FOOTING STEEL. D-3 # 5 DOWELS DRILLED 6" MIN. INTO EXISITING FOUNDATION SET IN EPDXY @ 48" O.C. TIED TO NEW FOOTING STEEL. ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT ROTH ADDITION ST. LUCIE COUNTY,, FLORIDA CLIENT CONSULTANTS REGISTRATION P� - OFPt Obi • 898 -pF �D AR�'�` MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER , - i rote NUMBER f Z p IPROJECT DATE 1/Zr/7 t q/rzlzI Z/zfzz mm F'F.ICM ' -/-.. P'-G 7 f`'S