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HomeMy WebLinkAboutBuilding PlanPlanning & Development Services Department o Building& Code Regulations Division- n 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 - - ',. Certification for Design Load Compliance Project Name: NEW RESIDENCE - .. Project Address: SEE PLAN �•NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2020, AND THE FBC 2020 Permit a; occupan Type: a Construction type: v RES L (It EDITION) , 2020 PLUMBING CODE, 2020 MECHANICAL CODE AND THE NEC L t IDENT IA INSTRUCUONS FOR USE: ` (N FPA 70) 2017 EDITION. • t ''14„ 4'L This unification must be completed, signed, and seadled by the design professional of record. I iAI' -^- - _ h'. o° I I'- g,i I;`a:: • I I - �., i 2'- •Submit (2)copies for residendal,(3) copies for commercial with all Pernik applications involving the following: : - - a New Residences (single or multi4amlly) - NOTES: o Residential Addition o Any accessory structure requiring abuilding permit - HE CONTRA O C RACTOR, SUPPLIER, EC SHALL L T CT R SUB ONT T. SH VERIFY AL o Any non-residan0al structure. �� _ � y� ' "Note: Form not required for interior renovations provided that no exterior structural elements are effaced and - e,69 I(0"GG)J4' IL' •ft,r - DIMENSIONS, contain minor building permits at the dNtrationoMelocal building oRmial.Contact the Ifabovefor questions. G&IWM/J4 0/.05 S'R V _ CONDITIONS ATJOB SITE, PLANS, SPECIFICATIONS, ECT. DESIGN PARAMETERS AND ASSUMPTIONSUSED: (complete as t - _ 4 if $i'x Iv1i . STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE 1. DESIGN CODE: Florida Building, Code 2020 Ah Edition with 20 _,Supplementsusing ASCE 746 Is ADDRESSED BY THE 2. Structure Designed as (check one): R Enclosed Pardelly Enclosed Open .. �P ' 3. Risk Category: _I x n—m W Exposure Category: B x c_o - _ -`�;'2 �%�� GOI'LII'0'+� w% ., ENGINEER AS CONSTRUCTION PROGRESSES. 4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Will 5 It L WRITTEN DIMENSIONS ON THESE DRAWINGSTAKE PRECEDENCE OVEI $. Mean Roof Neigh: 15 ft Roof PBch: a :ff Parapet: N A it AL 6. Components & ClaAding Design Pressures Used:(PSF, based on 10sgft@15'MRH, dearly label on all plan openings): - 1 _ - I SCALED. 20.6 20.6 20.6 35.8 35.8 N/A Zone is Zone 2: Zone 3: Zen. 4: :ones: Garages: - .. .. i' . '. - DIMENSIONS. az_'P -szo +84.2 -38.8 -4]__9 NIA - is .. - ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC / FBCR 2020(7TH 7.lock: NIA Floor. NIA PSFFSMIMeetl: 7 PSF Roof/Uve: PS 8illmM:. N/A PSF - - q ,�y�'�- _ - -Q EDITION). Dock: NIA PSF Deck: N/A PSF Stairs: N/A pg Fence: N/A PSF Railings: N/A PLF/CONCENTRATED II '-yE-.�o•� S. Were Shear Walls Considered For Structure?%Vas ---- Not Applicable Explain Why Not: 9. IsACominuoue Load Path Provided? __X-Yes Applicable Explain Why Not: 1� �}y.. {�•s°. 1Z t' V � '"I 4.e'E7 _ 1 "''� . 10. Design Soil Beati50Dng Pressure: 2P5F5oi1Tsst RePorts Subntlttetl?_Pea DESIGN PROFESSIONAL CERTIFICATION STATEMENT: - I certify that, to the best of my knowledge and belief, the attachedplans& specifications have been designed to _ - 1 - comply with the applicable structural Portions of the building codes currently adopted and enforced by St. Lucie _ i j County. ) also certify that structural elements depicted onthese plans provideadequate resistance to the design forces specified; .. .. _. _.... - Paul Welch P.E. 29945 / 5115 Print Name Cart a&Co. Can Ault. �.'�• V r gE. O L-10 I 1.:� 1 oQ Oo. Paul Weleh Inc. - Is I` • I • •. 'd Is - ON PLAN 12/13(]A21 ' . '.o o '• .i • ♦ - • _ ,or Signature, Data, and Seal 1984 S.W. Bilmong St. suite #114 Port St. Lucie, FL < .• - (a fjij ' • r; Ij,��( " F•1%�?� ' 1 _ 1 A04-�o t AL �,. :" � l..�, � 7/9 ¢l °�'1' r I T 1- �q. A-ro 11 t-- �n r (/•• j Building Department Product Approval Submittal Affidavit Permit# Building Address: SEE PLAN Contractor: TBD - __ Opening Schedule: Swing doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows & Skylights _ Opening ID FL # or NOA Product Model # Manufacturer Glass Attachment Method Type, Size, Spacing & Building Product Description Embedment (DISTANCE FROM CORNER / Design Design # DISTANCE D.C.) Pressure Pressure S.H. MI WINDOWS 1/4" X 11/4" MIN. EMBED TAPCONS AT SEE +/ S.H. WINDOW FL# 17499.1 WINDOW 185 SH AND DOORS IMPACT 2"/16" D.C. 1/4" X 1 1/4" MIN. EMBED TAPCONS Ai ELEV'S SEE }/_55 HORIZONTAL MI WINDOWS FIXED WINDOW �FL# 15351.3 SLIDER HS 188 AND DOORS IMPACT 2"/12" O.C. (2 ROWS)1/4" X 11/4" MIN. EMBED ELEV'S SEE +/- 55 MI WINDOWS SGD ITFLL# #22401l SGD 1201r!P& �d AND DOORS IMPACT TAPCONS AT V/16" D.C. ELEV'S SEE +/- 67 1/4" X 11/4" MIN. EMBED TAPCONS AT 6" SC DOOR 20461.6 DOOR SMOOTHSTAR THERMATRU N/A / 14" O.C. ELEV'S NOA# 20- HURRICANE HURRICANE DAB DOOR N/A 5/16" X 15/8" MIN. EMBED LAG SCREW SEE +36/-44 16'W X 8'H OHD i 0901.25 10901.25 Cl COMPANY EACH BRACKET ELEV'S Product ode) # Manufacturer Attachment Method Building Product 1�,-C Relill Type, Size, Spacing, Embedment & Stiffener etc. Design Design 0 2 I 22 Pressure Pressure_ MULLION FL# 15353: MULLION MI WINDOWS ALUM 1/4" X 11/4" MIN, EMBED. TAPCONS (4 PER CCU} - FLESEE WS +/- 59.4 AND DOORS L 40eiz _ VrcR? —� JULT:160 VULT:194 UNDERLAYMENT FL# 2569.1 PEEL AND S/A SOPREMA INC SELF ADHERED TO DECK MPH MPH STICK - ROOFING NAILS PER FBC1507.2.6/FRC905.2 (NIIN. VOLT: 160 VULT: 194 Roof FL# 19355.1 HERITAGE TAMKO 6 PER SHINGLE) I MPH MPH Hurricane Panels 9' 1/4" X 11/4" EMBED ITW TAPCONS @ I" / SEE span or less FL# STORM 0.05" ALUM. TOWN AND N/A ELEV'S +/ 48 12856.1 PANELS COUNTRY 6' O.0 I have reviewed the above product approval information and approve it. Name: Paul Welch P.E. Certification Number: 29945 �a 4,'4., k:i :5,-�„ .kn .•fit-$•� 1 �.rt-D"' ,,?':� (i° 1(y".t A..- L'- 24.r o q. MQIAI 0 OfP 4E6A2 r ,� LoNN e s d- c I ® rG�¢45 v62r10 FiEbPooM 1�2 I�17Ej m • . 1 Tom'' — '.. • 1 '• . • r (•�oav Phl� ' _ . . � P CdNL.FILLFb fi e ZOMIJ. CQ I L 4 Alt -,`c\ 4 i . r /!'QNII SE�FD � ® - - °coo eEVIEWOR - LLI I %� ❑ i Ldllohl 7 t �1�e1Jia[h D' ,NA'rrlc pooelt�' 6 j IsiJfe�( GlA2I:.S�a rTKP j OODIE COMPLIANCE' - PRo4EcitPfL °r �. A'(TIL,>,GGF.hJi L- - -'- Isa .I 1 °d• CC' b L a 2SYG'tf• — 4 — O DOW /DOOR SCHEDUL E I .WIN ... 'MAPS • � SIZE /TYPE NOTES " I. C�f�AL1 Q 2 DBL(37 3/4" W X 63" SH25 WINDOW W/ TRANSOM ABOVE EGRESS 53 7/8" w X 63" SH 35 WINDOW 3 7 x DBL(3 3/4" W 63"SH25 WINDOW EGRESS LINTEL SCHEDULE q 4 37 3/4" W X 63" H) SH25 WINDOW EGRESS LINTEL LENGTH/TYPE SAPS APPLIED SAFE APPLIED COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM '. _ _'— ._ .�. _ _ _'._ _ ..— l-f • I/4" W 3/8" H TEMPERED 6 3/4" W 5!8" H 37 X 50 SH24 WINDOW NO. • LOAD LOAD LOAD LOAD. " I 'I� • .. 7 4 0 3 0 HORIZONTAL ROLLER TEMPS RED. , I _ _ 8 8 0 6 8 SLIDING GLASS DOOR L-1 L-2 L-3 7-4 LS L-6 L-7 L-8 L-9 L-10 L-11 L-12 IT-4" 208" PRESTRESSED 4'-6" 54"U-1-INTELS 7'76" 90" U-LINTELS 4'-6" 54" U-LINTELS 5'-10" 70" U-LINTELS 6'-6" 78" U-LINTELS T-6" 90" U-LINTELS 3'-6" 42" U-LINTEL 10'-6" 120" U-LINTELS 5'-10" 70" U-LINTELS 12'-O" 144" U-LINTELS 13'-4" 160" U-LINTELS 1326 60133 2661 6133 4360 3480 2661 5163 1533 4360 1254 1075 200 1200 600 550 1200 300 200 200 550 550 1000 200 520 150 3F20 IB-IT 2724 1634 600 200 BF161B-1T SF34 1B-IT 2724 300 3F281B-IT 2093 600 3F16 IB-IT 1880 200 8F16 1B-IT 1634 150 8F161B-1T 3547 150 8F 16 OB-IT 914 300 8F281B-1T 2093 300 8F341B-1T 697 545 500 150 8F16 IB-IT 8F16 1B-IT q 9 3 0 8 0 SOLED CORE DOOR SOLID COVE:' I 10 16 0 7 0 OVERHEAD DOOR l _ • Op A 2 8 6 8 SOLID CORE 20 MIN. FIItE RATED DOOR Is Is F S, NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE `CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS OR EQUAL. Til nn-0 PT,AAi R 2 8 6 8 H.C. INTERIOR DOOR G' 2 6 6 8 H-C. INTERIOR DOOR D 5 0 6 8 BUFOLD DOORS E 2 6 6 8 BI-FOLD DOORS F 12 4 6 8 BI-FOLD DOORS TAB ULATION LIVING 1,624 Sq. Ft. COV. PORCH 328 Sq. Ft. ENTRY 48 Sq. Ft. GARAGE 452 - Sq. Ft. Sq. Ft. TOTAL 2,452 i { C - , 5 _ t- a - d Planning & Development Services Department a Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL34982-(772)462-1353 Certification for Design load compliance Project Name: NEW RESIDENCE Project Address: SEE PLAN - .. OTE: ALL CONSTRUCTION MUST COMPLY W IT11 THE FBC 2020, AND THE FBC 2020 Permit 4: Dacupancviype: R Construction Type: 1' ' Di RESIDENTIAL (7TH Ell ITION) , 2020 PLUAIBIN'G CODE, 2020 MECIIANI CAL CODE AND T14E NEC Q t /2� INSTRUCTIONS FOR USE: (N FPA 70) 2017 1'sD1T10N. .. ,t +Thlscenificxtion must be completed,signed, and sealed bythedesign professional of record. Irk l-i7° I'I!I••" II'' gj° h•AI'" Ilt. 0;, ,Submit(2) copies for residential(3)copies for commercial with all permit applications involving the following: V T. o New Residences (single or multi -family) NOTES: o Resttlentlal Addition '. : .. - o Any accessory structure requiring a building permit - o Any nonresidential structure. - • THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL Note: Form not required for intiri.rnmovadom provided that no exterior structural elements or, affected and Ong I[o"GONe,f4-p14�- cc DIMENSIONS, certain minor building permits at the discretion of the local building aElclal, Contact the# above for questions. S14 v-, IZT 6oLL1MfJS v�/�5 _ CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. DESIGN PARAMETERS AND ASSUMPTIONS USED: [complete apthata +- r : b „ :• ,. '• - $'�K $'t IGII ADDRESSED FEATURES NOT DETAILED ON THESE PLANS WILL BE 1. DESIGN CODE: Florida Building Cod¢2020]th Etlition with 20 _Suppleorms.eIrEASCE7-16 _ is ----..-. - - - `- F. C�N L:x - ADDRESSED BY THE i. Structure Designed as (check one): X Enclosed Partially EnclosedOpen_ Ts.K, f 00 U rl 3. Rlsit Category: -I x11 111 - IV Exposure Category: _B X C_D i; I2 �:IZ �I��u'7 µ+/ ;, ENGINEER AS CONSTRUCTION PROGRESSES. 4. Design Wind th.T'dy 165 mph 128 Asp N/ALRFDEnd Z00e WFddm 5 ft r . _ I - • I �''' 5,114 VEO'f' .. _ ENSIGNS ON THESE DRAWINGS TAKE PRECEDENCE OVER S. Mean Roof Height: 15 it Roof Pitch: a :12 Parapet: N/Aft SCALED WRITTEN DIMENSIONS M 6.Components& Cladding Design Pressures Used:(PSF, based an l0sgft@15@19'MRH, clearlylabel on allplan openings): I - - I SCALED zone it 20.6 20.6 20.6 35.8 95.8 N/A .. i Zone 2: 2one 3: Zone 4: Zone S: Garage DIMENSIONS. 32_7 -57.0 -84.2 -38.8 -47.9 N/A - - L U ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC 1 FBCR 2020(7T" 7 De sign Loads: Floor: N/A PSF Roof/Dead: 7 PSF RooflUve: 20 Balcony:- N/A PSF - - ,t Doclo N/A PSFDecIc N/A PSF Stairs: N/A PSFFanan N/A PSFRmlings N/A PLF/CONCENTRATED _ _ _ I -a � 17 �OF r7 0 : EDITION). a. Were Shear Walls C..ddered For Structure? X Yes_wn Applicable Explain Why Not: 0 9. Is A Continuous Load Path Provided? X Yes -_Not Applicable Explain Why NOT --t s-t\ `v \'L t. l�aI• I V Ii'�" i %�'I' y�l �t"�n' -I - 10. Design Sall Bearing Pressure: 2500 PSF Soil Test Reports Submitted? -Yes - - DESIGN PROFESSIONAL CERTIFICATION STATEMENT • - Icerti that, to the best of knowledge and belief, the attached Plans spec6ications have been designed to - Po Y g ..j. Y - comply with the applicable structural portions of the building codes currently adopted and enforced by St w<le .I _ _ \ _ • ,I - . County. I also certify that structural elements depicted on these plans In adequate resistance to the design forces specified I .. Paul Welch P.E. 29945 / 5115 1 .. I [7k ( //I Pant Name Cert#&Co. Cert Auth, : �.� d - E. O L"Io ® L---J L'h v f' Paul Welch Inc.' __. ON PLAN 12/13/2021 -.• o '• --`- • I !4- _- • 'I , • -• • • • • ..fit - I Ix Signature, Date, and Seal 1984 S.W. Biltmore St. Suite 9114 Port St. Lucie, FL - - : )r� h'� -1 . ; }-\D �1 - - - ��L%L)'j 1-1f� If If " Aro,r o - - -- RECEI Building Department Product Approval Submittal Affidavit Permit.# K6uilding Address: SEE PLAN Contractor: TBD Opening Schedule:Swing doors, Overhead Doors, Sliding Doors, fixed Glass, Windows & Skylights Opening ID IFL 9 or NOA Product. Model it Manufacturer I Glass Attachment Method Type, Size, Spacing & Building Product Description Embedment (DISTANCE FROM CORNER J Design Design I# . I DIST_ANCEO.C.) Pressure Pressure S.H. MI WINDOWS 1/4" X 11/4" MIN. EMBED TAPCONS AT SEE, S.H. WINDOWl�7499.1 WINDOW 185 SH AND DOORS IMPACT 2" 16" O.C. / ELEVS _ MIN. EMBED TAPCONS AT SEE HORIZONTAL MI WINDOWS 1/4" X 11/4" ,+/-55 FIXED WINDOW AFL# 15351.4r SLIDER HS 189 AND DOORS IMPACT. -.._2"/12" O.C. ELEV'S _. _ MI WINDOWS (2 ROWS) 1/4" X 11/4" MIN. EMBED SEE +/_ 55 5GD iFL# 27`Iblcp SGD I I U 114a AND DOORS IMPACT TAPCONS AT 6"/16" D.C_ ELEV'S AFL# 1/4" X 11/4" MIN. EMBED TAPCONS AT 6" SEE +/- 67 SC DOOR 20461.6 DOOR SM OOTHSTAR THERMATRU N/A / 14" O.C. ELEV'S INOA# 20- HURRICANE DAB DOOR 5/16' X 1 5/8" MIN. EMBED LAG SCREW SEE +36/-44 16'W X S'H OHO 0901.25 O.H.D MASTER COMPANY N/A EACH BRACKET ---- ELEV'S -- ----- Product _ Model _ Manufacturer. �_ Attachment Method .Type, Size, Spacing, Embedment & Stiffener etc. Building Design Product Design ___ -__- Pressure,_Pressure_ SEE ELEV'5 +/- 59.4 MULLION FL# 15353.2 MULLION ALUM MI WINDOWS 1/4" X 1114-" MIN. EMBED. TAPCONS (4 PER CLIP) AND DOORS -- -- -- -- I---- dIILT: 160 VULT: 194 UNDERLAYMENT FL# 2569.1 PEEL AND INC SELF ADHERED TO DECK - MPH MPH STICK FS/SOPREMA ROOFING NAILS PER FBC1507.2.6/FRC905.2 (MIN. VULT: 160 VULT: 194 Roof FL# 18355.1 HERITAGEMKO - 6 PER SHINGLE) MPH MPH Hurricane Panels 9' --- -� span or less FL# STORM TOWN AND 0.05" ALUM. 1/4" X 11/4" EMBED ITW TAPCONS @ 3" / N/A SEE ELEV'S +/ 48 12856:1 PANELS COUNTRY 6" O.0 I have reviewed the above product approval information and approve it. Name: Paul Welch P.E. Certification Number: 29945 vto O O I LAE Wl _ • JAr4' _ I x o, d P /. 0 7#z� 1 �1 perMltf, O , O �,i, 0 `;iurcQNt 2rt" r l 4 Ff dMc I .g I tcutlY'F.+' Ih -•r / wldL� _ t, ra I �1as i Ise' � ` I an .. �e�A I 'Loor�j �a,r• � �iGD200N) IG(TGHE�! II c(IQ"GLGI, d 0 - _ • p. - _ PciJtKY a I Dt � � � O 'N I,G, ' *9 � vJ la r Mi's _ �� - - - ---GL5•C_ _ o N - WALL- lu �/ D \ V Yi OlCQE. Wro G� vJl_L I �' R"CLG1 „ . D �u ICne /d 11, 2^ I emdu'e v, MGtfJ p Itr7KEf�p2 O Ec�:55 FiEb dM r�2 _ _t 2-t VEILI • • I v • • I ' ' ' �'+'OCO 1'hl !I, • cvN L. PI LL(=b �17 OMlkl. LGIL-5 • F-' - - -� a . P a 3 lty6 i FDOH in St. Lucie County Environmental Health A!c I � i lul:w lc l /.YAuU�,. _ SELF I P�'icMU Site Plan Approved for Construction Cu O I / 5 eAIDG4 GI•pSlltl' t wAL V _ , I ',Etlfl?h( lT'rP') Supercedes All Previous Site Plan for �..I„ INA'fTIC p00C- - A _ L'GI2�SS nSTIDS'!t .�,IO -SF- fit'-{ aR`1aSC ti LINTEL SCHEDULE L• ' - SAYE FlPPLIED SAFE APPLIED CONIPOSITf - - r > . I-INTLf. LLNG ri-i TYI. c , GRAV111. GRAVITY UPLIFT UPLIFT 13CA6f .. I .. O i NO. LOAD LOAD LOAD LOAD .. .. L-i [.-2 L-7 L-8 L-9 L-10 L-11 1T-4" 208" PRESTRESSED 4'-6" S4"U-LINTELS T-6" 90"U-LINTELS G" 54"U-LIN"TEES 5 10 70" U LINTELS 6 6 78" U LINTELS T-6" 90" U-LINTELS Y-6" 42" U-LINTEL 10' 6" 120" U-LI-NTTELS 5-10" 70" U-LINTELS 12'-0" 144''U-LINTELS 326 6133 2661 6133 4360 3480 2661 5163 1533 4360 1254 200 1200 600 550 1200 300- 200 200 550 550 7000 5N 8P20IB-1T 2724 SM61B-1TL-3 1634 81F3413-1T4' 2724 l600 8128IBATL-5 2093 SI'1( IB-ITL-6 1830 1634 3547 15 150 SFI(IB-IT 8PIC1B-.IT 150 8F le OB-IT 914 300 81281B-1T 2093 300 81'341B-IT 697 500 SP161B-IT 150 SE161B-IT L-12 13'4" 160" U-LINTELS 1075 200 545 e.'L-9. 1LA1'O" Z,,6 aa, �•„ g' I;4 D" 3'.P 1'.{> �Ii2p. Lo Co - 5 NOTE: WHENLINTEL IS IN VARIOUS LOCATIONS, WORST CASH LOADING IS SHOWN NOTE: PROVIDE "CASTC'RETE" PRE -CAST CONCREH LIN'ML AS NOTED ON PLANS OREQUAL. - i. _ WINDOW / DOOR SCHEDULE MAIM SIZE / TYPE NOTES 1 DBU37 3/4" W X 63" SH25 WINDOW W/ TRANSOM ABOVE 2 53 7/8" W X 63" H SH35 WINDOW EGRESS 3 DBL(373/4"WX63"' SH25WINDOW EGRESS d 37 3/4" W X 63" H) SH25 WINDOW EGRESS .5 27 1/4" W X 38 3/8" H SH23 WINDOW TENH'ERED 6 37 3/4" W X 50 518" H SH24 WINDOW 7 4 0 3 0 HORIZONTAL ROLLER TEMPERED 8 8 0 6 8 SLIDING GLASS DOOR 9 3 0 8 0 SOLID CORE DOOR SOLED CO 10 16 0 7 0 OVERHEAD DOOR A 2 8 6 8 SOLID CORE 20 N13N. TIRE RATED DOOR B 2 8 6 8 H.C. INTERIOR DOOR C 2 6 6 8 H.C. INTERIOR DOOR D 5 0 6 8 Ell -FOLD DOORS E 2 6 6 8 Elf -FOLD DOORS F 2 4 6 8 BI-BOLD DOORS TABULATION LIVING 1,624 Sq. Ft. COV. PORCH 328 Sq. Ft ENTRY 48 Sq. Ft. GARAGE 452 Sq. Ft. Sq. Ft. TOTAL 2,452 i _V, -V, rV d-FY17T Ir Y -V AT A rV Y"-%T �� I a N FIF e/ ul �j J ' h GARAGES FLOOR SY7P ACE 1)' GARAGE FL'O'ORSURFACES-SIXALL BE OT',4PPXOVF9NONCoNIBUSTIBLE' MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A"gTEP A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. Ie Atl?o Y ta-+T vir jL • �y �'rit�LcAn M Za wMa 2u 9 vi I L2' yJ Z 11 rJb.. JfLd 1, I (Fr I PLUMBING NOTES: I � _. -A r_— 1) ALL W ORK SIIALL BE IN ACCORDANCE WITH THE FBC /1=:2U-`PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. +� F' I 1 I / I 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. I I P(COVIbE bpr fAII 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND Gj. l iI DRAT l IU E For- Ale" llti �! 7 WITHIN BLDG. l A 14 a W, N. 5)• HOT WATER PH'ING WITH,A MINIA1UM THERMAL RESISTANCE OF R-3•SHALL II " BE APPLIED TO PIPING LARGER THAN 3/," NOMINAL DIAMETER, PIPING FROM. WATER HEATERTO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE g CONDITIONED SPACE, PIPING FROM THE, WATER HEATER TO THE 41 , DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, 2 BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, _PIPING-`3'ITHRUN LENGTHS GREATER.Tfid AN•20-FEET. � 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ��N ENERGY CONSERVATION. 'r IKI (! j+ LY! colJc 2F�fE DOWEL R00 RE9 NOTE ! I 1 IN THE EVENT STEEL HAS r3EEN INADVERTENTU'DMITTEI� FROM DOWN (POUR LOCATIONS, DRILL ra" INTO C,1NORETE R e G E5 . —A —ar-1 D (NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FPM ENDS OF OAP WALLS). REMOVE DUST PER MFG.'S INST �OTION� AND; USE TWO PART EFO)<1( TO ANCHOR #5 REl$AF0 PLACE. a®10(--TIE. USE EITHER HILTI L-100 OR SIMIIaSON E)« I F.OIJNDATION PLAN '' SCALE i O N j �r FOUNDATION SCHEDULE F-I 16"D X 16"W (2500 PSI) CONC. MONOLITHIC FOOTING W/ (2) #5 BARS CONTINUOUS S-1 4" THK (2S00 PSI) CONCRETE SLAB W/ rmERfi4ES4OIF6"/6" 1,0/10-WWP&OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED SOIL PAUL WELCH INC. Mk'CHANICAL ,ELEC -MICAL CIVIL aE 7NGINeERING f984:S W., 11-TMORES7SUITE# f f4 " PORTST LUCIE, FL34984 PHO&EC772)78.5-9888 E=MAIL PU LCHINCPAOL COM DEC 1 3 2021 c r rr xrra r f — 7 A h,7GN©.!'-994,6t pµ J' JQ i 5 F r� r S TYPICAL HIP/ Ki NC JACK C01,4 SECTION - I CORNERSET GENERAL SPEECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10 Exp. B, C tap to 60' Dean Roof Height and Exposure ®tap to 30'Mean Roof Height. Attach King Jack wl (3) 16d / To Nails @ TC & BC Attach End J ck's w/ (4) 16d Toe falls @ TC a & (3) 16d Toe N ails @ RC I X - N Attach Cornet ack' W/ (2) 16d To Nails CD @ TC 8L BC ( apical) CD 6 TRUSS CONNECTOR SCHEDULE TRUSS BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES -- -_ -- - - UPLIFT ID r UPLIFT DESIGN GR2 EACH r 1945 (2) HETA 20 2500 (12)-16d JACKS 1ST - <500 HETA 20 1810 (9) 10d x 11/2' � VERIFY VALLEYS & PIGGY BACKS CONT. �100 # PLF ( ) MTS 16 1000 (14)-10d X 1 1/2" (�1 - ( 1 STRAP AT EACH END AND AT 24" O.C. I ALL OTHERS AT CBS BEARING LESS EACH < 1800# (1)- HETA 20 1810 (9)-10d X 1 1/2" AT CBS BEARING THAN 1800# ALL OTHERS AT i FRAME BEARING EACH < 1000# (1)- MTS 16 1000 (14)-10d X 1 112 AT FRAME BEARING LESS THAN 1000# - TRUSS COMPANY CHAMBERS LAYOUT DATE 10/18/2021 CUT -SHEET DATE 10/18/2021 1 RU -- - - — — - NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTES: IT VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4) #9 SD X 2 1/2" TO SUPPORTING TRUSS AND (3) #9 SD X 11/2" TO VALLEY TRUSS IN LIEU OF MT516 AS STATED. VTCR SHALL BE INSTALLED AT EACH END ANp 24" O.C. MAX. TRUSS NOTES: .._-- --- —__._-- -- - _-_ 1) _ ALL_ - ROOF - TRUSSES TO BE DESIGNED__ - BY- TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. _ 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY 5) SEE TRUSS CONNECTOR SCH.FOR TRUSS TOWALL CONNECTIONS. i M1305.1.3Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches' (559 mm) wide and not more than 20 - feet (6096 mm) long measured along the centerlineof the passageway from th& opening to the appliance. The passageway shall have continuous solid flooring in ,accordance with Chapter 5 not less than 24 inches (610 mm) wide. A level service space ript less than 30 inches (762 mm) deep and 30 inches (762 mm)wide shall be present along all sides of the appliance where access is required. The clear access opening dimensions shall be not less than of 20 inches by 30 inches (508 mm by! 762 mm), and large enough to allow removal of the largest appliance. - i Hatcl +++ 12" C 9'-5" CEILING WALL HEIGHT 8'-1" Ell10'-9" CEILING WALL HEIGHT 9'-511 1:2 WALL HEIGHT 10'-9TI PLUMB CUT END 12 2X4 TOP CHORD 6 r WALL HEIGHT 8'-1" END DETAIL: B 4-03 Z PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL 1[ 61- 1-00-j00 1 12 PLUMB CUT END —) 6 2X4 TOP CHORD WALL HEIGHT 10'-9" END DETAIL: A 4-92r 1-10-00 PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE #114 PORT ST. LUCIE, FL 34984 PHONE (772) 785-9888 E-IvTATL PWELCHTNC n AOL.CO1\4 DEC 1 3 2021 - .ul_,c_t1, P.E. rLA REG No- 29945 -- l� =1 w Uj se LL 0. Ld j L CL Lei LU rr W .J 00 O LO to WALL FINISH / INSULATION NOTES . 1 1 _ . . 1)' 1N17 RTOR'TO"BE'h""DRYWALL FITVISIL SEE TYPICAL WALL SECTION FOR 2). .ALL INTERIOR GYPSUM BOARD TO BE MIN.'/," THICK WITH (13 GAGE, fl 3/8" .. - .... : ._. _T7FI7—.� _4-� .-III - . -/..I I . l ...— I—... . .._ .I.-- I )� . ..,I/ ..­ .I. - .. .� .t.I I—I,.I .I . '. . , .I .- - . ,". t;.I../ .�.. .' I. I . .. , ' . . -I -1 -. � �.—. �.-, I. ..I_�-II/-. ���.l.-_.q. 1—I_.. .- ..'f��I., . -I .. .-.. . .-1� .. -:. .;,.... -.I-!I.. ,.. I- .-.- _ .. I _. —..I , .I.� , LONG, 19/64" HEAD; 0.098" DIAMETER, I ''/n" LONG, ANN UT.AR-RINGED° 5D . . _ _ . __. _....:: A O AT10--- - II -: -. �. I. . ,'.I.,�.. I . I..I 1.T\*. . DDITIONAL INF RM IJ .. COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG,15/64" HEAD; OR GYPSUM BOARD BOND BEAM ' .' . . NAIL, 0.086" DIAMETER, 1 518" LONG 9/32" 1101 E: AI.I. us „na:s 5 0 — ... PRE- ENGINEERED WOOD TRUS DITI AL NFORiv1ATI0N rO . N58AR CON 1.. SES ( o r lu . @ 24" O.C. (MAX. SPACING) AND 12" O.C. FOR SCREWS. HEAD SI ACEll AT 7 G.C. FOR NAH.S W/ t . . � .LAY 30 tv1I1J.. ... .... . 4P.. 6. . PIC R AD ON 3)' WALLS AT SHOWER TO -BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS- ' PRE- ENGNEERED'WOOD TRUSSES MAT GYPSUM BACKERS IN COMPLIANCE WITHASTM C 1288, C 1325, C 1178, OR a 24" O.C. (MAX. SPACING) . C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' : . . �(1) i!5 .CCIRNR AAR . - - E 1 SIMPSON" STRAP P R TRUSS _ . i - ir, —` CONNECTOR SCH. "SINdPSON" STRAPPER TRUSS RECOI4IMENDATIONS AS BACKERS FOR WALL TILE IN'IUB AND SHOWER._ (TYPICAL ALL COIIITERS) - AREASAND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). -. _ _.,_ - 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE DEVELOPED INDEX OF .. �' j .. — - NEC . I T'OP. SCIi . I CON NOT GREATEI2.T'IIAN 4SU.. _�. �-�_ J r �-_� — — -- -- �\ 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD # E H . 1 ` S RE BAR W/ 90 DEGRE OOK CLASSIFICATION OF NOT GREATER THAN 200. .. -_._ _ -1 . ]_ t�l�l� - / Ita"X p(r" CONCRETE BLOCK_ t 7 4 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL fj' �` -_ . C07 UIv]�I WITH 4 - #5 BARS VE1 ~ HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WAIT PER SQUARE -� - -LT OVERTICAL BAR ° . . STUCCO CEILING PIER STRUCT. {) ZT• �. . ' —� —1 CENTIMETER EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO NOTE# �2 .. I . N (3000 PSI) CONCRETE FILLED \ . THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL . . . CELLS - _d"t\ 1 COMPLY WITH SECTION FRC316. ', — -'-- - - - - . t1 ', G ROW) . .: . 1 11�� qq . I lE+ l till, -..—_- STUCCO SOFFIT PER - 7) YER FRC 702.2.1 ALL GYPSUM BOARD 1VLATERIALS AND ACCESSOR71 S SHALL ]3 0]'11J BE,L�M S 1 E 8"X8 CONTINU�U,S C NCRETE O STUCCO OVER LATH : - CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C _" BE 7 ': AM BLOCLW (I #5 BAR IN - ' -.. s,,., ;. WIRE 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN --"- • ' - 1�V 11GA. 2 AI SO - 300 PSI' CO .. _ ... _ ' FFI - _ / N.. LS W/ 3/8 _O ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE ( ) NC. EI i.LCD EACH CELL ) _. _ HEAD @ 6- O.C, OVER 3/8 ° // - 0 EE HOOK T DETAIL 5 REBAR W/ 9 ll]'GR INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 STUCCO FNISII METAL RIB LATH @ 6" O.C, 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS 8" PRECAS LINTEL W/ (.1)-#5 BAR W/ 2 LAYERSOF lb#FELT 8" X I6".CONCRETE BLOCK N (3000 PST) CORETE FILLED CELL _. _ .-. _.' - OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING _ - ASSEMBLIES,TtOOF-CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL (SEE LINTEL S-04, FOR MORE _ OVER EACH FRAMING _ COLUMN WITH (2) 9F5 BARS N SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 NL OPeVTATtON ' ` FvIEMBER).: (3000 PSI) CONCRETE FILLED . WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 . CELLS. . . CVHEN TESTED IN ACCORDANCE WITH AST`I41 E 84 OR UL 723. ---�-_.I., _` . . ENERGY (1 RO ... .•. , 8"XV CONTINUOUS CONCRETE . STUCCO FINISH CONS1 RATION NOTES : , . . 1) RESIDENCE SHALL BE IN ACORDANCE WITH FLORIDA BUILDING CODE _rsz . BEAM BLOCKW/ (I) - #5 BAR 1N. ENERGY CONSERVATION RESIDENTIAL. . . .. . :2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO �. (300D )'SI) CONE FILLED EACH CELL`\ d/5 REBAR W/ 3D" MIN. LAP SPLICE UNCONDITIONED SPACES SHALL BE WEATIIERSTRIPPED AND INSULATED TO I # BA 30" M A LEVEL EQUIVALENT'I'O PHE INSULATION ON THE SURROUNDING 5 RE R W/ IN. LAP SIILI(,: ` TN (3 00 PSI) ONCRETE FILLED CELL SURFACES, A WOOD FRAMED OII EQUTVAI ENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT 1 FINISHED GRADE I I . LOOSE FILL FROM SPILLING 1N'L'O THE LIVING SPACE: lq lush. g, iT 64 6 ' " S° 4' 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR \ „ n' � I r 2 I I '" . PROVIDE 6 X 18 SOFFIT VENTS @ 48 ;.I. y, I Z (500 PSI) CONCRETE, FOUND'ATlON ' D-q' (2500 PSI) CONE. FOUNDATION' LEAKAGE IN ACCORDANCE wFI1I THE REQUIREMENTS Raoz.a.11THIOUGII � 9 � °i SEE PLAN FOR SIZES AND ` SEE PLAN FOR SIZE S AND R402.4.4., C,,,- u>"Itµlt 1•. nr^ECIFIC�TIONo).._ ._ ._ . 4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE 'WITH I.... - ttb\ / SP R902.4.1.2 — STUCCO OVER UVIRELATH VV/ 11 GA 2'° CATION . _ . \\6� IU 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL ZiAV13 AN AIR NAILS W/ 8" QJ HEAD @ 6" O.C. OVER ,— ; V IL '� rIDnsHED GRADE INFILTRATION RATE OF NO MORE THAN 0.3 CP1LI PER SQUARE IT, AND e" METAL RIB LATH @ 6" O.C. W/ (2 SWINGING DOORS NO MORE THAN U.5 C1fiR PER SQUARE FT AND MUST BE It ll TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. LAYERS) OF 15# FELT OVER WD 8 1 �P �L . �_66l d'ILl eL 6} CONTRACTOR SHALL PROVIDE INI Id[rY PERFORMANCE LEVEL (EPL) DISPLAY FRAMING MEMBER (TRUSS TAILS), _- °- -- _° .CARD IN ACCORDANCE w11H FIIC ENERGY CONSERVATION 11401.3. . _ . _ .. -_.... ----- .._ -__ --- ----- ' - - 5TUCCQ 5OFFIf aC 1�/�t Nrs,•: TYPICAL COLUMN SECTION (ENTRY] : . - �t9 TYPICAL COLUMN SECTION rs x t� ,ts.,. . STRIICTURAL NOTES --- - - -- --- - -... _ - -...__.__—_... T--..— . . --- - ' . . ]) DESIGN LOADS IN ACCORDANCE \V'TTH ASCE7-16. - o �� � 2) SOIL BEARING CAPACITY; 2000 YSF (1811N.). °. ' � � - - '. - 3) ALL STRUCTURAL CONCRETE SHALL HAVE A NIINITIUTAl COMPRESSIVE STRENGTH OF I I .' _ . 3000 PSI AT 28 DAYS. , ' I . 4) SLAB / FOOTINGS T013E CONCRETE N'1'ChI A N'[INID1UD42500 PSI C01\1PRESSIVF - -. �, . I I I . . - . . � - - . STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES S STEEL REQUIREMENT'S. - - ' , , . . . ' I -, -- .. 5) N❑Nf,\'[UNl CONCRETE PROTECTION FOR REINFORCING BARS: - - , ' °-- --- • •---- - ° - I . � 1 FOOTINGS: 3" BCA 6IS: I %," SUSPENDED SLABS: l'/," .. I .. H T LE ROOFING OVER '.h I'S . 6) LAP ALL REINFORCING STEEL A A'1IN IM UNI OF 48 BAR. DIAMETERS EXCEPT AS NOTED . UtID�')1,t. y ON 19/32" COX, - . GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. . ' .PLYWOOD ROOF SHEATHING - .. . -... -. -7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - ' :' ,WITH 8D RING-BRAN&NAILS PER _ .. � I . TREATED. - _ . , . • _ . . .. DETAIL _.-.-. . _ _ 8) .SPITTING OR CRACKING OF STI2UCTU12AL COMPONENTS DUE TO iNSTALATION' OF ' ° -- '— --- - - . ° _ HARDWARE IS NOT PERMITED. _ -_ _ . ° . - ... _ SHINGLE �OO` 10/'1 OVER p 1 - SHINGLr ROOTING OVER >s . I L,IC7 1ICC4Y ON 1,91. CllX I .. 6!0PeI2,L66f ' ON 1.9/32" r, PRE- ENGINEERED WOOD TRUSSES r '� - - CDX , - . 91 UNLESS OTHERWISE NOTED, TF1E INSTALLATION OF SPECIFIED HARDWARE SHALL I �;, ., r I • . � ., .. PLi N OO:D ROOF S HEAT RING CONFORNI'CO THE MANUFACTURES INSTRUCTIONS AND STANDARD PIIAC'IICIES: ' ' . @ 24"-O.C, MAX. SPACING . _ , , - 10) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING I . ( ) ' : - I - - � . WITH 8D RING SHr'iT% NAILS PER AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d Oil BETTER NAILS 6" O.C. EDGES I - II DETAIL - - ' PLYWOOD ROOF SHEATHING WITH 8D RIiVG SHANIC 1VAILS PER AND 8" O.C. FIELD, OR SCREWED 1VITII DRV\VALE SCREWS 1.5" LONG AND 0.131 ll}A, ' L; "SIMPSON" STRAP PER TRUSS _ - ' . - , DETAIL 11) LINTELS SHALL HAVE A 11'fIMMUNI: 4" BEARING EXCEPT RECESSED LINTELS SHALL I '' � , CONNECTOR SCH. ' : . . HAVE 8" BEARING. d' _ _ USS .P REENGINEERED WOOD TR ES PRE -'ENGINEERED WOOD. TRUSSES i.,l $ - a 24" O.C. (NIAX SPACING) 24" O.C. MAX 12) PROVIDE n s CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM, -NJETAI FLASHING DRIREDGE @ ( SPACING ' 13) STUCCO SOFFIT NOTE: SOFFIT TO BE STUCCO OVER WIRELAT H W/ 11GA. 2" N,AILS \!'/ `• . P ..- ( ) - 3/8" O HEAD @ 6" O.C. OVER 3/8" METAL RI13 LATH n 6" O.C. W/ 2 LAYERS OF lif{ FELT.. � " SI%!(PS 01`I" S"I` '' . : . RAP .PER. TRUSS SIIVIPSON" STR I ( ) AP PER TRUSS } CONTIECTOR SCFI. , NOTE: PROVIDE Tl'YAK BUILDING 14'I2AP BETWEEN PAPERBACIiED LAT:'l1. AN'D CDX - ' ' � .. -.. .� / ° -! . PLYWOOD ,.. - � , . I ' .. . CONNECTOR SCH. ]4) PROVIDER-L1BAITS.INSULA'I'lON1NYVALLFRAD'IINC. - .. ' .1 t MET LF C. — ' _ : .. 1lN ...­�_______ . .- --.__—_ . D R-30INSULATION .-_,.__... . ' t8,,iI — .. I. A LASI G (DRIP E GE) � METAL FLASIiNG (DRIP EDGE) 1 X 6 CEDAR FASCIA OVER ; • R-30 INSULATION a ' A;,, 2X4'WOOD SUB -FASCIA ' \ . %z" DRYWALL (CEIL[C4G) — . .. • . . T STUCCO SOFFIT PER a 1,. ': (2 ROWS) ... . SOFFIT DETAIL 1 X __ CED ....__I ,. - -- - °- - .- ' °---- . 8' X8" CONTINUOUS CONCRETE _.._- -__. - r - _— _ C A %".DRYWALL (CEILING) __._ - . BEAM BLOCKW/ (I)- #5 BAR N . UI3 r�ASCO�R, •C 1 X 6 CEDAR FASCIA OVER #5 REBAR W/ W DEGREE HOOK - —.......---.._ _. -... . __— __....._..` _......--- - 4't OODSUD-FASCIA AR _ _ (3000 P.SI) CONE. FILLED SAC. CELL %s'' DRYWALL CE STUCCO OFFIT PEa, . . 1 R0 ( ILNG) 2 » I 2X41 V .__." I- - -'----1, : — BOTTOM CORD OF : _ 8"X8 CONTNUOUS CONCRETE .: STUCCO SOFT ' 8"X8' X16" CONCRETE BLOCK SOFFIT DETAIL IT PER . 8" PRECAS LNTEL 1P,/ (1)-#5 BAR. BEAM BLOCICW/ (1) - #5,BAR 1N SOFFIT DETAIL: : ,. r TRUSS N 3000 - (MASONRY) (ROW) . . - _ (PSI) CONCRETE FILLED CELL 9000 PSl CONE: FILL D EACH CELL 8"X8" CONTINUOUS CONCRE i/5 REBAR V'/ 90 DEGRE ( ) . I.. AT ALL DOOR AND V<RNDOW TE E HOOK. ---/s DRYWALL (WALLS OPE S LE - #5 VERT.,REBAR IN (3000 PSI) - BEAM BLOCKW/ 1) -tF5 BAR 1N NING (S LINIIEL SCH. FOR. . -AND CLG . 1 CONCRETE FILLED CELL 3000 ( 8"X8"X16" .. ' 8" PRECAS .LNTEL W/ (1)-#5 BAR. ' OOK ' MORE INFORMATIONf _ C. g ( PSI) CON TILLED EAC CELL. CONCRETE E3LOCK #5 REBAR W/ 90 .: G (SEE PLAN FOR LOCATIONS) (MASONRY) N {300.0 PSI) CONCRETE FILLED CELL VX8"3 1G" CONCRETE BLOCK ' - AT ALL DOOR. AND WNDOVT I. 1�" DRYWALL (WALL:) - _ _ 8" PRECAS LNTEL W/ (1)-#5 BAR OPENINGS SEE LNTEL NR1� (MASO . 2 X 9 WD TOP PLATE OR . STUCCO FINISH IN (3000 PSI) CONCRETE FILLED CELL ° #5 VERT. REBAR TN i(3000 PSI. ^— , _ _ 1 /,. X 3 5/8" METAL .. 2 WNDOW CRETE FILLED CELL ) 115 VERT. REBAR IN (3000 PSI IXFIBBING @ 16 O1R 24 O.C. ( SCH FOR MORE INFORMATION AT ALL DOOR AND —• COL ) ) _ RUNNER OPENINGS (SEE LIAITEL SCFI. FOR (SEE PLAN FOR LOCATIONS) %" DRY ED CELL . ' ' 4. RMA _ . . . 5 REBAR W/ 3 I MN LAP SPLICE'. MORE INFO TTON) ONS) . 2 .. - STUCCO FINISH CONCRETE FILL WALL (WALL) (BED PLAN FOR LOCATI X 4 WOOD STUDS @ 24 Pl hOIL ]NSLTLATION 2500 PSI CO NG C 16" OR 24' O C. STUCCO FINISH �. , — - D.C. - . ( ) NC. FOUNDATION ROUGH BLOCK - . — I , . . _ _ . SEE PLAN FOR SIZES AND . . OR 1 h X 3 5/8 METAL . _. . .. . . • SPECIFICATIONS. - 115 REBAR W00" N'tIN. STUDS 24" O.C. , . i 1 @-- PLICE PI FOILNSULA'TION .. LICE.' t D. D" ll5 REBAR W/ 30" IviIN. LAP SP . . . . . . . ! FINISHED GRADE '. ': .. ,.� L4,,°:. ('-5pD PSI) CnN'C. POT-1NI. ATION 10 0 . SEE PLA FO c \ : 2500 PS CONE. FO /� DRYWALL BOTH. q` PLAN FORS SfZE., AND >) UNDATION { _a 145111,—Al E to r� SIDES E SPECIFICATIONS ..'. , SEE PLAN FOR SIZES AND {SE WALL riNISII " I11'y� ��. J - r _ NOTES FOR. �'' uT _ Y SPECIFICATIONS WALLS II -' u �IUSLIitglu ~'It, . IY file: IBC II . . IZ it�tt.•.: I -- . ICt,., �� ADJACENT TO SHOWER p* 1 I alp I NiSIIEn GRADE ctI a' i �% ' Ii� t '� IV . AND TUB) . . ­ V S . /1f I'1 ^ �u,�*liaa�t r _t - Illlyf�l qtl l - - FN ISIIED GRADE 1 . . . - .. . . _. -- -- - .. . I . 2X 1 P.T. WOOD BOTT. . PLATE? T LPIC111 , YVALLL' 1ht-�lit T:. y- -- - - y :. 4 .. /�� 1 CTION nt9:.. TYPICAL WALL SECTION . X 3 5/8 METAL : - x,. (GA I RUNRIEI " > -- ,.::... _— — _ - LCTI®N , $,"[,.ro Z VJ/ 1 Al CON 5 �; » _.__...-- __. — -- — y . � 24 O.C. / _ _,_ TI'PICAh `WALL S -- A *g PROVInR 2 R mz/a A nn A e•x TT / 11♦ T .2I I T T 0! X TT n l r1' . DRYER 5000 RANGE 12000 WH 4500 DW WP TUB (OPTION) 1200 REFRIG 1200 IRR. PUMP (OPTION) 120 00 MISC 120 TOTAL 5000 41272 VA FIRST 10 I(W [r 100% 10000 REMAINDER (a- 40% 12508.8 TOTAL 22508.8 A/C NEAT n 100°f 12000 TOTAL 34508.8 VA 34508.8 240 143.7867 AMPS USE 200 AMP SERVICE SYMBOL l�{ d SINGLE POLE S WITCH 3 _ THREE WAY SWITCH �{b l}W DUPLEX CONVENIENCE OUTLET lil 120V SPECIAL PURPOSE OUTLET {�220 220V.OUTLET UFS GROUND FAULT PROTECTION gg,, clF= WEATHER PROOF LIGHT FIXTURE t s ❑ FAN B OX/LIGHT _ FLUORESCENT LIGHT ® EXHAUST FAN SMOKE DETECTOR CARBON MONOXIDE DETECTOR LJ EQUIPMENT DISCONNECT ALL IDEAS,DESIGNS, ARRANGEMENTS,. AND PLANS, INDICATED OR REPRESENTED, BY THIS DRAWING :ARE OWNED BY AND: PROPERTY OF THIS .OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR.' US ON, AND IN CONNECTION. WITH THE SPECIFIED. . PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS,.:AND PLANS SHALL BE USED' BY,. O.R` DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT -WRITTEN PERMISSION Project Sheet /. ) 1 j L s Date :'-Scale N.T.S.,