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HomeMy WebLinkAboutAPPROVED Roddewig Engineering PlansARCHITECT ELECTRICL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET -- • MOTOR OUTLET WALL MOUNT LTG. FIXTURE 1IF1 GROUND FAULT PROTECTION qP PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED.FZXTURE CEILING MOUNT FIXTURE 5� SMOKE DETECTORS 0— DOORBELL G kl CHIMES 4- W f 3'To4r`7r i'ss ,rr A-PovF- ,e r N tio�Y 1 r' F�-r-t o1'C(A-asp. Tz� r-"M L7 _ ......_„ ,AGC..StPAt_L G-G.. T-f16.Ip To r��r�rTr C� .EeT�Crl� {" }F,G ? V E4t F 1 ------ _... tjAA, ' I A,I i EZ C-0"P E_ 'C" P' I"t o k-E_ -g� C..©, PF-rTIF-CJ'0C - I -A IE o vT �o Ins FOUNDATION SCHEDULE S-1 4" (3000 PSI) POURED CONCRETE SLAB WITH FIBERM REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONT1NUL)L15. 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. WALL LEGEND EXISTING WALLS TO REMAIN EXISTING WALLS TO BE REMOVED LIJ= PROPOSED CONCRETE BLOCK WALLS —•-� PROPOSED 2 X 4 FRAME WALLS uNTl�.sralElDul,� ,.^-- MANUVA E •-CItETE LINTEL NO. LENGTH SAFE GRAVITY LOAD AppLIEt) GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L 1 2'10" 897411 1034# ii L2 3'-6" 8974# 55919 8 L 3 4'-0" 8975# 48539 RepoL5 8 PBF24/1T-113 14 4'-6" 86729 1# 42924 S'-4" 7342# 3£07# 1L6 5'1W 6036# 3295n 13 L7 61-6" 83600 2959a BF•24/1T-IS L 8 7' 6" 86taza 0(4o42871p _� =0 BF24/iT•18 L9 9'-4" 3486# 181111 BF24/1T-10 L 10 10'-6" 2781# 14580 8F24/iT-18 L 11 111-4" 24230 1272# 8Fz4/ST-18 L 12 121-0" 21930 11510 8F24/iT-10 L13 13'-4" 1838111 962# 8f24/1T-18 L 14 14'-0" 1697tt 88711 �^ 6F2a/1T-1_B_ L15 141•8" 2245# 823tt 8F24/iT-1B Lib 15'-4" 2058# 767# RF24/IT-18 L17 17'4" 16099F M 6370 8F24/1T-1B 128 19'4" 12821t 5461t BF24/1T-10 21'r4" 111411 480# 8F24/1T-1B qn�:: 22' U" i097# 461# 8F24/iT-1B -8F24/1T-1B L21 24' Q" 884# 416q ER: T- LINTEL NO, LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 4'-43; 8060# 44DSN 8F22/1T-18 RL-2 4'-6" 8060# 42240 BF22/iT-18 RL-3 S'-8" 80600 32770 BF22/iT-IB RL4 5'-10" 8D601t 3176# 8F22/1T-18 RL-5 614" 7915# 275H 8F22/1T-18 RL-6 7'-6" _ 5743# 24429 BF22/ST-10 RL•7 9'-8" 3129# 1893# 8F22/iT-18 NOTES: ALLLOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE, SEE STRUCTURALNOTES FOR ADDITIONAL INFORMATION. Certif Catlon for Des l n Laad Corp fiance 1. DESIGN CODE: F€odda _Il 01frout gA code 2020 Edition w/20 -,- � supplements using ASCE 7-16 2. Structure Design Is:. )"-P Enclosed Partially Enclosed Open Building 3, Risk Category: __,__I )C 11— III -IV Exposure Category: &B „- C 13 Adjustment coefficient 4. Design Wind Velocity i O mph ASD —•,•,-LRFD End Zone Width � _ft. 6, Mean Roof Helght, -Oft. Roof Pitch: (P :12 Parapet_ft, 1 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 1(5 'MRH (worst case) Zone 1:-34%b Zone 2,.- §one 3:- 45''* Zone 4:- Z:,7 Zane 5:.�5�5�Gatags 7, Design Loads: Floor: 2,1�:: PSF RooflDead: ef- PSF Roof/Live 1 PSF Saicony: _PSF Dock: _,,,"PSF Deck:_ PSF Stairs: PSF Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure? , Yes _Nat Applicable Explain Why Not: 9. .is a Continuous Load Path provided? aYes ,_,,,_Nat applicable Explain Why Not: 10• Minimum soil bearing pressure 2000 P-S.F. ST!3UCTU1%kL NOTES- 1. STRUCTURAL LUMBER TO BE HEM -FIR 92 GRADE OR BETTER WITH 1006 P,S,1, MIN, FIBER STRESS VALUE. 2. CONCRETE TO Be 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2600 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL; FOOTINGS 3. BEAMS 1-112, COLUMNS 1-112" 6. FILL (SOIL) -SHALL 13E PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 9s% MODIFIED PROCTOR DENSITY. 8• ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2020 EDITION, 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO SQ CERTIFIED BY MANUFACTURER FOR WIND FORCES PER 7HE FLORDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8• PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE 4` MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9, MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2A AND 2.6 A OF TMS 802/ACI 530-OIASCEO 10, FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 11. ALL LUMBER IN CONTACT WITH CONCRETE SHALL 9E PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA BUILDING CODE. *NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING Off BETTER, DRYWALL SHALL, CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE, WALL AND CEILING FINISHES SHALT, HAVE A FLAW SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND 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 CENTD4FMR WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450, TABLE 1;301,2(1) CLIMATIC AND GEOGRAPM€G DESIGN ChITERIA Ri#OUNO WIND'DnIQN SEISMIC SUHJEOT TO DAMAG& rROM � SNOW 8pp9d4 Tapopr 10 10 DESIGN -� WINTEII IqC BARRIER AIR MEAN Frost IlnO DESIGN UNDERLAYMgNT FLOOD . Ffti zING ANNUAL LOAD m h altaaEak NA CATEGORY{ Waeiherin�' tl0 th' T0rm110° TEMp' REQUIRED HAZARDSO INDEX' TEMP) NA See Fig, R301,2(4) NA Nogliglble NA Very 11 He NA NA NA P-I Pe Sly, zfo ►� t$2If�.� c.s� 10u �.._ wrki tic) A f( i' •'j l aF� ,i I,I �` 8t Cz�th F .— E C1NucZ.r�ra t�a1? 7 I f T. 1 �' Ft'✓r<D tlrl?,�( rx���1N i„ tg'-ca" €'4 MEOW_— A6 F—F-0-' 1P TO � ! ik?.OTA,L.r_ UV' i Ll��T� G1�prc� IR F, f Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT RODDIEWIG BATHROOM ADDITION ST. LUCIF COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION (D r1i `p „3,f` MICHAEL J. SEAL, AIA AR96898 .VISIONS NO. DATE REVISION SHEET TITLE / SHEET NUMBER a FO U V--> P , Looms PQ PROJECT NUMBER ZloG 7 a DATE ItLahor-0 r<,aCS L E E=3 1d�P G,+,,6�.t_. ROOF SHEATHING NAILING 20NE INFO. ZONE PS REMAINING AREA W/8d RING SHANK @ 6" O,C PERIMETER & 6" O.C. FIELD. ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FiEID. ZONE P3 5' X 5' @HIP AND 5' X LENGTH @GABLE ENDS W/Bd RING SIIANK @ 4" O.0 PERIMETER & 9" O.C. FIELD . NOTES: 19/32" CDX PLYWOOD SHEATHING 25' — D" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL &STICK OR 30# FELT COMPLYING W/ ASTM D226. aF CrNE-5 �� o� �p�� ♦�%t.�-6r/l./ .G 2oofi o,�N �c� MLA'TC(t �?GZTI�C �OC�F �C_�f`� ��4., tZ M �.Tc H �-Xr S.Tt � � �rp"r_ i :i_ ���t-tom s�o� �-����`�-�o� ,,Q u ARCHITECT ���t-tom s�o� �-����`�-�o� ,,Q u ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT RODDEWIG BATHROOM ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION ��i7��{ r��"-�r ^��z r )`i /r ^�- \, T �l 1 no ��` <T�. � � FI �' J � �,' Y �� 1! a1-��� }}1 �� � L MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE /SHEET NUMBER d� 3 IPROJECT NUMBER �- Z/p0 ?fl DATE 10�1��'[ato 3/3%z/ ARCHITECT CAUL k(I� 5'(LICCo t^L i NPc� uy 1^At�TB� Q>_o0�1!.�� C01JC�HTE 56A1_Yc-� �tic.tc Ir.�srp.c.c./�TIOn� 8!`6M Q�oeK w� (k S 6ae LI•.�E11_c•�ti7 cc-c.c.- r-ta�o►��`� � � t��d\ FC�NI � ��TAI L -_ ._ _. _. TABLE R402.1.21NSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT° CLIMgTE FENESTRATION SxVUGH'fl' GLAZED CEILING WGOD Mg99 FLOOR Dg9EMENF 9LA8^ CRAWL ZONE IAFACTORh U-FACTOft FENESTTLATION SHGC+° R-VALUE FRAME WALL WALL R VALUE WALL R-VALUE 9PACEt R-VALUE R.VAWE' R.VgWE &DEPTH WALL i N12 0.15 U.25 30 i7 JFI iJ 0 R-VALUE 2 OAO _ OG5 OJS � 70 _ IJ A.'G iJ 11 0 p J O.JS - -'055 0.2.'u 30 20 or 1;1+5' _ __ U�iJ t0 'x171 U U 4 o"cxpi 0 Sf13 Morns° OJ5 9,55 0A0 AO 20 or 1J+5" 0: 13 HI 10.1J 10.211 tUlt:l S oUd Mntln°A O.J2 U55 NR 40 20 qr 1;1�9' iJfi7 JO° 15/19 10, 21I iSItU 6 0.32 0'u_ NI3 49 20.$or IJ1701' 15%2U 30° 15/10 t0.n11 1Gi10 7 ond9 0J2 0.55 NR AO 20�5 °r iJ=10'' H)�21 3AU _ IGrl9 fI1.Aft tE/IO CONNECTOR SCHEDULE TRUSS ID DEARING POINTS) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE) 51MPSON CONNECTORS) CONNECTOR(5) UPLIFT DESIGN FASTENERS A03-A03 1^BRG STRAP PER TRUSS FOR CONNECf10N 2N0 BRG 335N (1) HETA 20 iB10N 9•lOd x 1-1/2" A04G EACH STRAP PER TRUSS FOR CONNECTION FG32 1st BRG 1856N (2) HTSM i6 2220N 8•lOd NAILS (4) Y." X 2-1/4"TITENS 2N0 DRG 367N (1) HTSM 16 S130N 2220N 8-lOd NAILS (4) Y"+" X 2-3/4"TITENS 10.10d X 1-3/2 4 Y." X 2.1/4 TITENS 3P0 BRG 3390N (4) HTSM 16 44401t 16-lOd NAILS 4 Y^" X 2.1/4"TITENS KING JACKS 1st BRG 715N (1 MTS 16 990N 14) lOdxi-1/2" 2H°gRG 372N (1)TH1U26 780N (32)10dx3" 3P°BRG 123N 144N (2)16d x 3d/2" HIP JACKS 1'T BRG 415N (1 MTS 16 990N (9) lOdxl-1/2" 2H° DRG 230N (1) THC37 (MAX) S10N (12) Sd x 1.1/2" 3fl° 8RG 107N 144N 2 i6d x 3-i/2" VALLEY TRUSSES 48" O.C. 672N (3) MTS 16 1000N 14-lOdxi-1/2" TRUSS INFORMA110N TAKEN FROM MANUFACTURER'S SHOP DRAWINGS, EAST COASTTRUSS, JOB If J41330-RODDEWIG ADDITION. TRUSS ENGINEERING DATED 2 23 2021 ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRU55 LAYOUT FOR TRU55 ID AND STRAPPING PLACEMENT. PRODUCT REVIEW PRODUCT OPENING IHtODUCi MANUFACTURER MODELS APPROVAL GLA55 ATTACHMENT METHOD DESIGN UESIGN R TYPE PRESSURES PRESSURES ' (WORST CASE) WINDOW ZONE 4-28.7 -50 PGT INDUSTRIES SH 4000A FLN NON- Y." ULTRACONS @ 21" MAX. O.C., 1.3/8"MIN. ' ZONE 5 -34.5 29458.1 IMPACT EMBEDMENITAND 1-1/6" DISTANCETO EDGE ROOF TILES ZONE 1-32.8 -73 OORAL ROOFING, PLANTATION NOAN N/A DAP FPAM TOUCH NEEAL STORMBOND2ROOF ZONE2-0S.6 LLC. ROOF TILE 20-1019.02 TILE ADHESIVE WEIGHT PER PADDY 45 GRAMS ZONE 3.45.6 UNDERLAYMENT ZONE 1-32.8 N/A GARDNER ASPHALT UNOERIAYMEM NOAN N/A MECHANICALLY ATFACHED WITH NAILS ANDTIN ZONE 2 -45.6 CORP. 18-0409.06 CAPS SPACED 6" O.C. ATTHE 4" LAPS & 6" O.G ZONE3-05.6 IN THREE EQUALLY SPACED ROWSIN THE CENTER OF THE SHEET (SELF -ADHERED) FASTENED AT 32" O,C. MIN. IN THE FIELD OF THE ROLL THE SEAL HEREONIS PROVIUEU ONLT IO INDICATE OUR REVIEW AIVU Arf•nwn�r�n u>e yr rrtvuvu�wmurvn lnl°�nw..I�n�. ,,��......�. •..�•......• •••---•..--_-•- AND METHODS OF ATTACHMENT ARE UASEp F-NTIRELY UPON TEST DATA PROVID[D DY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FpR THESE PRODUCTS. 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 7APCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4" 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 ^/"" 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. DRYWALL AND FURRING ATTACHMENT P� I". 1 X 2 PURRING e IG" O.C. FAS'PI:NiiD WIThI i '/," CASE I -LARD NAILS (ql 8" O.C. %" DRYWALL. PAS'i'ENED'PO P'URRTNG WiTFI I I/8" DRYWALL SCREWS (a; 8" O.C. PERIMETER AND 12" O.C:. MELD. 5!8" DRYWALL PAS'fENBD TO PURRING WI'1'I1 1 I/8" DRYWALL. SCREWS (✓ 8" O.C. PERIMETER AND 12" O.C. !'LELD. 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 AMIN. 1.3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/AMIN.'/." CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS'/," MIN. P�E.�-r�n�c.. • T2ttSSES $.-3O lna5ot.-t�TU ��c-tti-� A5' hEGGG'�1�,/,'/�/ w� PI CP�%h S PA�E>i' �A e�' q of.' yPF1EP.•� caa•,NoQ' Pa.:�ili 0 �1 M ri.-.•- Mn.�c.N EX-'�i-I�U� �-tr_-�. 0tt--�� `10�. E4oT- p-to ou�Ek'- �-lNfo �kSYtY`1Y.N AIDS /(CIE.-`: N.�I t-i N �. 211 e� Ev l/ � � 'D t�4'° tsa l�-� '� c-u5�a LtAN�� 1-OFT� i/y"CD is �1--'Cc�OC2U �faN zK.� �ol5rg @ 8 o,C C<}d P5 F ranvd �a�nrnJ:o� -- QgC.2•T`�- PIT 27<%' t�.Pm� � '."� to? 4GA_"CC. 'ia"�3'r4"-nT�sC tz:a.4 SttCIT�� � (/Z G2Yw�LG 50.�� ils 5���cCLE-� �z ttl"e�7 wat.� ot,0 i't'DI \><Z..- t�su t_.w.�•F-r c�YU -L .�4�5 Pl�R R �Eh] �'. In.�oT'r- TO E�C���' CR=©�mcr ,PIT, Bo(Torh•PLraTT. L.f.�i �` I �c.t c��J ��` � �` _.._ SIM IPt�on\ FIE'L'Ma 2A iCriz 5^F�w.(�P t n'J G,. $ C N ¢=-.PUGF. DSL. t3o�ID 6M �-+� l � 5 Es r+'� �-p„ M psrC hl� ,E)ciST �S � � � �`k s'R"LICOO otJ (ZI � -"� �oNTr VEni)r �� S" PRE. C/+.4'{' t_L>vTE C. w� lst.5 B14� ge:Yan1D � W f >UPa ^�'� S e_.__--� 5'�ueco Architectonic Inc 808 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 480 4244 W W W.ARCH ITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT RODDEWIG BATHROOM ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION � ; LO f? r��''�? � �, /,J.. S�1 (J � �',✓ r ; � �t ji � P' '1.1 �\j �1� '� dl. ���.. Z� �.7J�y-� ����y,,,..,..:,roti.;�. '�� �I13, �r MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE /SHEET NUMBER 0�3 PROJECT NUMBER � Z, p/© � DATE (0/22 Za Zo 'i�5/ z/ gl o P��le t P'