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Home My WebLink AboutPLANS�. aGarfaa aiYrJMsaAI'. -. Y"tv amartarana Planning & Development Services Department Building &Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: HOMETEC Project Address: W7196W PermitM Occupancy Type: R Construction Type: V LNSTRUCf10NS 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 multi -family) o Residential Addition o Any accessory structure requiring a building permit o 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. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that anplyl I. DESIGN CODE: Florida - Buildina Code 2017Edition with 20_.: Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _Partially Enclosed Open 3. Risk Category; I X. II IIL IV Exposure Category: X B. C D 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: ^ 5. ft S. Mean Roof Height: 15 ft Roof Pitch: 6 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSr, based on 10sgft @ I.5'MRH, clearly label on all plan openings): 16.0 16.0 16.0 2.7,6 27.6 26.2 Zone 1: Zone 2: Zone 3: Zone 4: Zone Si Garage: .34.1 -25.3 -44.0 -65.1 "30.0 -37.0 7. Design Loads: Floor; 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:. N/A PSF Dock: N[A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF /CONCENTRATED 8- Were Shear Walls (Considered For Structure? _X_Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes ._,Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: 1 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 pians provide adequate resistance to the design - forces specified: 29945 / 5115 Paul Welch P.E. ._.. Print Name Cart # & Co. Cert Auth. Paul Welch Inc. -_ ON PLAN Signature, Date, and Sea[ 1994 S.W. 6iltmore St. Suite #1J.4 Port St. Lucie, FL Company Name & Address sl-cc,uv Form # 020-12 Revised 3/1S/12 uS) Planning & Development Services Depnr(ntent - Building & Regulations Division Product Review Affidavit Building Permit # Owners Name _ Applicant: -_- Product Opening Design Product Rated Manutacturar Medal Nu mber Product Approval OW- Malh dof Attachment Pressures y Design Pressus Number , 2Wlndow T '4„"z „xni,•r• a coa- vcraoN �,) oA , Mullions /�i'IM 5(0 )G+ 5311,2 / �-5 o-" ."lu e '� CFixed Glass'N Etta Block Glass s ' _ Skyllghta slldln bless Deere e,, s,s s.,,.I frf%Gs�+S �d l i\Z �L �,�1ZIZiZS SPixr��O.CCH C� PGVN - . Swing Type Doors Jr.' i l' 4-Gi iUEENA `Itl1 hta�vlN me )'G�'211 33,5 French Doors_ PA F� Garage Doors C'G '✓5 t31 -41L GG/6eA - D�1 VG-IIv i10 IlolD�<�7 0'4 `�/16°Y ls/S. I -AL 7LEew pu¢-Pelf Or Hurricane Protection i",-1"=�7b �Q E f� 'F'`t(' ^ �i,'�119�ij. �J. �_A 'AA Li-oi NY5 `muii of Rcot Vantllatlon ,t Jv'IQ,. \/uI-I `�ul.-(' 0V4 tt-h rL+k '�i 411 eeLE IE '- Rconng Material LD M iA 19q'w GeeNIN� 041C u Iov�GF, I ((0 1' t 3 `rAe, ..� 1 bL N6�1-1MpAL'N /JIIp La'.LI-Y� '1 I have reviewed the above components or cladding and I have approved their use in this structure. That products provide adequate resistance to the wind loads and forces specified by current code provisions. PAUL WELCH P.E.: ON PLAN Name: Signature: _ Design Praf: PAUL WELCH P•E•i Cert:No.. 299,15 Date:. LINTEL SCHEDULE LINTEL # LENGTH /TYPE GRAVITY LOAD GRAVITY LOAD UPLIFT LOAD UPLIFT LOAD COMPOSITE BEAM L-I 17'-4" 208" PRESTRESSED 1326 384 520 200, 8F20 IB-1'I L-2 4'-0" 48"U-LINTELS 3820 6510 3079 996 8F16011-L'd L-3 3 %6" 42" U-LINTELS 5163 384 3547 200 8F16 OB-J T L-4 T-6" 90" U-LINTELS 2661 J 2538 1634 J 524 8F16 IB-1T L-5 T-10" 34" U-LINTELS 6113 200 4450 200 8F16 0B-1T L-6 5'-4" 64" U-LINTELS 5365 1046 2290 306 8F161B-1T -7 12'-0" .144" U-LINTELS 1254 1096 697 502 8F16 1B-IT L-8 13'-4" 160" U-LINTELS 1075 368 54 200 8F16 IB-IT NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTET AS NOTED ON PLANS. NOTES: I) THE CONTRACTOR. SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANI CAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION 0u - 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY J'ER1V1T E INFESTATION PER FRIC - 1 RECEIVED _PRECAST_UN"IEL - - I=P� JUN 0 6 2019 I I , i ( ST. Lucie County, Permitting I Iw l l�it, , 03 Gk, =1 I J �i�" .jJ �,X� K4 N I aP R oHrta I (G O�Q �V�1 I� �I �� 1l ._ 4 _t t" .' 3 _2„. t I•_5" I - 6'-2:' :__... 4'- 4'- 2. I%2" - 25$H EGRE5 6068SGD T:EhIP �- a o"/cnRP_•_---��1° IIIII -- a_ _ �is TRc TENt-J= _rIIIII � IiIII 55 M(-2) -25_ S-T.E- GR-SS. � 11 -7 1/2'. 2' -3 1/21/2" Iri 1/2" 1'-43/4 z - -- - -- IIIII - LJ ilt .16" OUNE0. ll z500 42KNCE WALL. BEDROOM VAULT/TILE TL A i'r AY/gMPET ET OREAT ROO39" Er VAULT/TILE 71 E 3' IIII i� F - - so 5 t m Io N CV J _ s ELFV I i i aw T Nix d ABOJ PANT Y 1' �. .. 2ki88 r^;.- ' ° 22" X 35" i, rl ` LEI -Li i ATTIC ACCESS f' lir s„ h_ 8`-9' 1/2" -11 ,�� I/. " '14'-10". M M ? Li 112868 Ll m DININi; ROOIvi 1 WC °0 01 YERI I p 1 I m. 10_J,. - VAUU/TILE- ILO. AtIONl4�p - 13' G 1%2 I _g 1/ 6'_9 t,a ;., L- _ u •tl p/t 2p�� 1) ; '. _- _ r( n y :v v, FOYER Vi3 VAULT/TILE I Ie� - - I WA IILO HEFlI AiIONI � W \ t ---- I ' � � w, 'v I .. U1ILITY _. u - i `s lno / r 10 , 1 b„ BEDROOM � � 1.� ✓� . / ' 1. 3068 wLiELTI'.-. ca 6'--D" TILE / '^ ._ ...... :C5 _ r 8'-.0"/CARPET 3 ELITE 9 'v' kl,,TP 1sA111...rTI .. I i,il«I 50688E 1'/')2'WfL 4l -- _ Elm im _ _. •. - _. w (2) 255H EGRESS.. \ A IU �. ` L Y Il„ -TV (2) 25SH EGRESS t-6 I/2. ' 1 'c.._.. .... __. PRECAST IINIEL ",..,.y..,... -- ."c,1y." IG"SQ. CONC,. C� ENTRY COLUMN (TYe,) WH1 Ge'�11 I A Goa 1 s N GARAGE �. _.... Q n -- i UTILITV SLAB LI W-0' X 7'- 0' ON ir)� 5' 4'-v" -- ---- - FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # 9 &1311 & Well # Date: 5 2 1 Revie er: TABULATIONS Te LIVING_ ;SQ. FT. ENTRY 48 SQ. FT. PORCH 168 SQ, FT. G RAGE 470 La-. FT, SQ. FT. TOTAL a -Scf f PAUL. WELCH INC. MiECHANICAL ":I ELECTRICAL," CIVIL ENGiNEEiRING 1984 S.W: MLTMORE ST. SUITE# 1 i 4 Fs ORT SAIN'1"LUCIE, FL.;3,4984. PHONE. -EMAIL (772)78%"9888 PiNELC,H.1NC@AOL.COM PAUL WELCH P.E. FL, REG. NoO 299,45 _ F SCAIvi�,; BY St. Lucie County 19DLo -D 3� 0 ® IIIIIIIII CALCULATE ATTIC VENTILATION CEILING = 2239 SQ FT. 2239 /300 = 7.4633 REQUIRED VENTILATION 234 L.F. OF 6 " X, 18 " VENTS @ 48 " O.C. = 43.875 SF / 2 - 21.9 SF AVAILABLE FOR CROSS VENTILATION 2.1.9 SQ. FT. > 7.5 SQ..FT, SOFFIT VENTILATION OX PROVIDE 6" X 18" SOFFIT VENTS @ 48" O.C. REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 OF REQUIRED VENTING AS PER FRC 806.2 EX #2 7,463 X 40% _ 2.985 SF OF RIDGE VENT 7.463 X 50% = 3.732 SF OF RIDGE VENT RIDGE VENT 18 L.F. OF OF 2 " VENT = 3 SY OF RIDGE VENT PROVIDE 18 LF OF RIDGE VENT -.- I b° RIDGL VENT -- - _ - r r— f I (- I__ Fes.- 4 5T1 �rrD ' L3AND FRONT ELEVATION 4 29,S/ 9:c5.b LEFT ELEVATION 1z 6 !'` 6'-0" SEAR NO -. -- ----- — REAR ELEVATION �4 R +HL i WEIGH IMG. MECHANICAL. ELECTRICAL CIVILENGllVEERING / 1984 S.W. $ILTMORE ST. SiUITE#{'1 14 POF% r SAINT LUCIE, FL.34984 PHONE EMAIL (772) 785 • `4888 PWELCHINCQAOL,COM PAUL W i-=H P.E. FL. REG. NO. 29945 .gym: pwwr�r�w�w.r�y 1 i 6.6.. II1 LU . ui . c L C7 ED n z to [A r N ¢ Z p 0, 'C1 0 0 C�1 I1I •UI LU UJ 3 # 3/0 THW IN 2" C ELECT. SERVICE 22Z� - ,EP 120 / 240V 2 1 MBR 260A MLO - 3 # 3/O, N4, 2" C #4 GIU GRND TIED TO BLDG STEEL, CWP AND DRIVEN GRND ROD NOTE: USE ALL COPPER WIRE. ELECTRICAL RISER I DIST. nts... OPTION "A" ELECTRICAL LOAD CALC'S PER NEC 1528 S.F. @ 3 VA TWO 20A APPLIANCE CKTS LAUNDRY DRYER RANGE WH DW WP TUB (OPTION) REFRIG IRR. PUMP (OPTION) MISC TOTAL FIRST 10 KW @ 100% REMAINDER 0.. 40% TOTAL AIC HEAT 0100°la TOTAL 34393.6 240 143 AMPS USE 200 AMP SERVICE ( 3 # 3/O T)iW IN 2" C UNDER GROUND ELECT. SERVICE , - 2,00 �../ 2 MBR IFT 3 # 3/0, #4, 2" C N4 CU GRND TIED TO BLDG STEEL, CWP AND DRIVEN GRND ROD 120 / 240V I� 200A M LO NOTE: USE ALL COPPER WIRE. ELECTRICAL RISER / [DIST. nts... OPTION "B" 4584 VA 3000 1500 6000 12000 4500 1200 1200 1200 1800 5000 40984 JA 10000 12393.6 22393.6 12000 34393.6 VA ELECTRICAL SYMBOL LEGEND SWITGI"I. S DIRECT WIRE WALL MTD LIGHT CEIUNG MOUNTED YYY 3- WAY ..SWITC14 PHONE JACK �FH LIGHT FIXTURE y WALL MOUNT RECESSED GAN pay DIMMED SW TCH SPEAKER LIGHT FIXTURE 110 V OUTLET TV JACK FLOOD LIGHT 11 FwNDT PLUG 5IdL?K CETECTUR sD FLUORESCENT )`=i LIGHT. CEILING FAN 220 V OUTLET EXHAUST' FAN � pgf:%MRE ONLY ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE IUGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 11 OV W/ BATTERY BACK UP - ARC FAULT CIRCUIT 5)- SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY. - -_ 6) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR RANCHACTIVATES ALL SMOKE DETECTORS THE RESIDENCE 7) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, . HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. I I 8) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, I GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 9) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN IW OF ALL L BEDROOMS. U i 10) EXHAUST FANS TO 13E VENTED THRU ROOF OR SOFFIT. / I 11) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. wp r,Fi \ l (Itx • . !ll, (u 1(U __ ,. , a - r IT 1_1 U jI i I IIC 1S1 1 1 0 I OF �`� 'Af`FI u \ IL -i 'IG 1 SocFM VTR / 10 r L I Ii I �i 1 � cY 220 110 - I I E f LL \ , U I ` / (I hLL --i / FIi (y (... wp GFI I I I i � A I Gpl 1r.11 ( 11 i ti I i1 11 i1 /I bI�<_ IVI I1lI Ills I A I II \1 PW FOR + I/ 11 L OPENER F L , 1 (01 \ I I I \\ I I J NOTE: THIS PLAN ''NCITT0 BE USED FCIR VERTICAL 13AR PLACE:MEN'T", SEE FLC)OR-PLAN ( SHEET #1) FOR COPRE:CT LOAOTIONS, PROVIDED ELECTRIC SMOKE DETECTORS WITH S.Ar ERY SACK • UP IN ALL SLEEPING AREAS AND STAIR LANDINGS WInED s0 THAT THE ACTIVATION OF ANY DETECTOR VWLL ACTIVATE ALL.. 1HESE PWS AND ALL PROP06ED WORK AK SuBiRol TO IM CORRECTION, 8 R (Iltlti 0 sy FIPI,O MSPEOTORS `1`1tAT MAY % N E 89AIW IN OnC18R TO 1ri��+I�'I1 ��tinl��IatI0, PAUL WELCH INC. MECRMICAL, * ELEECTfUCAL * CIVIL ENGINEERING _ 1984 $ -W BILTMORE; ST. Su ITE# 1 14 /. P®RT ig NT L:UGI , FL Ia984 PF10Nh F"` MAIL_.. MAY 1 D 1019 . (772J "785 , es I3 iPWIEI Ckil. G dACIL dqm . PAULWELcH P.E, FL.,REP. No. 29945 A' TRUSS CONNECTOR SCHEDULE CONNECTOR CONNECTOR FASTENERS ID UPLIFT DESIGN (1)- HETA 20 1810 (9)-10d X 11/2" (2)- HETA 20 2500 (12)-16d (1)- HETA 20 1810 (9)-10d X 11/2" ( ) MT5 16 1000 (14)-10d X 11/2" ( 1 STRAP AT EACH END AND Al 24" O.C: (1) HETA 20 1810 _ (9)-10d X 11/2" (1) MTS 16 1000 (14)-10d X 11/2" NOTES _ TRUSSID __ BEARING POINT — TRUSS ACTUAL — .._ UPLIFT A09G,B04G,& CO2G EACH 896 B02G EACH 1954 1 A13G VALLEYS 1ST CONT. — 861 100 # PLF AT CBS BEARING ALL OTHERS EACH < 1000# AT FRAME BEARING LESS THAN 1000# EACH < 1000# TRUSS COMPANY ECT LAYOUT DATE 4 25 2019 CUT -SHEET DATE 4 25 2 119 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE ASSPECIFIED. 1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SD X 2 1/2" TO SUPPORTING TRUSS AND (3)- #B SD X 1 1)'2" TO VALLEY TRUSS IN LIEU OF MT516 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. j, 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 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 TO WALL CONNECTIONS, V=ZLLlr/e�% i 10' -811 PLATE HT. ,� HARDWARE =HUS26 HANGERS HHU526-2/THb26-2 HANGER indicates L f t-End Of Truss On Lam & E n rni_ h "s I � 11 M Lij LPL. LIj ?? a� a LlLL 4 4 LL Lli .. CD L Ln , Kb'�Ni0.IDtidt k'NCmA. . PAUL WELCH INC, N.IECHANICAL A ELECTRICAL A CCVIL ENGINEERI 1984 S.W, i3wn4oRE ST. SUITE# 1 14 PORT SAINT LUCK, FL 34984 PHiONF_ EMAIL (772) i85 - 988$ rWELCHINC0A0L.00A 1 0 2019 PAUL WELCH P.E. FL. REG. No. 29945 GARAGES FLOOR SURFACE 1) GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE 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 DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUIYIBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC: 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET:. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE W TH FBC 2017 :ENERGY CONSERVATION. ' �t'�La ytUpdo J1:11 `1 owl PIN t.. 2 �. [ . _Ydl r: — —y— i RPM �f-Io L - K 1 `rlt' 3 ZK �� L Ll I ICE 24" X 24" X 24" DEEP (2500 PSI) CONCRETE PAD FOOTING W/ (3) #5 BARS EACH WAY 1 I I i 4" T14K (800 PSI) CONCRETE SLAB W/ FIBERMESH I I _ 8" D X 8" W (2500 PSI) CONCRETE MONOLITHIC 0 OR 6"/ 6' 10/10 WWM.OVER VAPOR BARRIER ON I i N _ g� I FOOTING W/ (I) #5 BARS CONTINUOUS CLEAN COMPACTED CHEMICALLY TREATED FILL I I I I 4'-1 � I 1 .-2" T-0 €3 16" 13'-7 3/16" ". 4'-10 12" , 3„ " 6 _ " V 2 i/2" i 1 I im 4 py -- -- __..._ ---� ? — 16" D X16" W (2500 PSI) CONCRETE MONOLITHIC— ' i FOOTING W/ (2) #5 BARS CONTINUOUS m ( 71 I . I 16" D X16" W (2500 PSI) CONCRETE ll MONOLITHIC 4" THK (2500 PSI) CONCRETE SLAB W1 FIBERMESH FOOTING W/ (2) #5 BARS CONTINUOUS i OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON I • CLEAN COMPACTED CHEMICALLY TREATED FILL I i L--U i LEVEL NO STEP AT MAIN EGRESS DOOR (f— =fl _- I—� I 1 wiff e �n l .}�aet/117E bt�if' -I I I i i7�lilN LIhIC a _, �... 4 L `�-�_8 t f 2 + I ... i1,.1 I a 1 FA14 �' t'-6 1/z" ) 1 I ta 4-8 1/2" 24" X 24" X24" DE$P (2500 PSI) CONCRETE PAD FOOTING W/ (3) #5 BARS EACH WAY I I "I 12" D X12" W (2500 PSI) CONCRETE MONOLT1TiIC STEP FOOTING W/ (2) #5 BARS CONTINUOUS tdJll 8" YD X 8" W (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (1) #5 BARS CONTINUOUS I 1' 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH PSI w OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON I m N t- I CLEAN COMPACTED CHEMICALLY TREATED FILL. I I II 1 I 4 i 1 Y 44/b`ile, € 16' D X16" W (2500 PSI) CONCRETE MONOLITHIC j FOOTING W/ (2) #5 BARS CONTINUOUS I TWRM PIANO AND ALL PFI€aPOM WORK ARS SUOlECT TO ANY CORREMICNS i ( i �G e 5 t atllJ I EEO AR D BY FIELD INOPRO '1' M-MAT YMAY BE N98 �.APP1i�k0€� �IiSiiP UNA 7 — 9'-4" S2'^8" 21,-4„ t NOTE: THIS PLAN "NOT TO BE USED FOR VERTII3AL BAR PLACEMENT-, SEE FLOOR PLAN ( 5HEET #I) FOR CORRECT LOACTIONS. ®■ PAUL WELCH INC. MECHANICAL * EL.EarmcAL * CIVIL ENGINEM,iNG t 9184 S.W. BILTMORA ST. SUr1 #. t 14 .. PoRrSAIHT LUCIE, IFL 34984 PHONE EMAIL (772)788.9888. PWZL.CHIHC@AOI,,,COM UN 0 6 2019 PAUL. WELCH P.E. FL. REG. No. 29945 - ■ ti LLJ m as r m V)N LL �O p lu OI3 U ttr� 0 d A'A GARAGES FLOOR SURFACE 1) GARAGE FLOOR SURFACES SHALL BE OF APPROTTD NONCOMBUSTIBLE 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 DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN 3/a" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING. LOCATED UNDER THE FLOOR SLAB, . BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET, 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WM FBC 2017 ENERGY CONSERVATION. rcw� Al � �nPi �y iA antis —Y - —y— r,Ait," -- 24" X 24" X 24" DEEP (2500 PSI) CONCRETE PADT I i FOOTING W/ (3) #5 BARS EACH WAY 0 i 4" TI1K (2500 PSI) CONCRETE SLAB W/ FIBERMESH i I - 8" D X 8" W (2500 PSI) CONCRETE IvIONOLITI-ac ly OR 6"/ 6" 10/10 WWIvt OVER VAPOR BARRIERON FOOTING `V/ (1) #5 BARS CONTINUOLS CLEAN COMPACTED CHEMICALLY TREATED FILL � 'uS1:" 3'-2'..T-5_13 16 I i IIJ 13'-7 3/16" 6--". 4'-10 1P2" - y I11� 16" D X16" W (2500 PSI) CONCRETE MONOLITHIC— - ' FOOTING W/ (2) #5 BARS CONTINUOUS I r\71 - I 16" D X16" W (2500 PSI) CONCRETE MO'NOLIT'HIC 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMCSH,. FOOTING W1(2) #5 BARS CONTINUOUS N I OR 6"/ 6" 10/10 W lATM OVER VAPOR BARRIER ON i ® CLEAN COMPACTED CHEMICALLY TREATED FILL -n {-__U w LEVEL NO STEP AT MAIN EGRESS DOOR I I II I I L_ t , mg I PZA•IN WOEW is I { - 4,_4" -' — � E�. •� � _ i� L f I N rr 1'-s 1/2" 11 /v1.1.nIEs�� \ I� �I { I IAtJ �i It, LIFJG 24" X 24" X 24" DEEP (2500 PSI) ,CONCR I TT PAD FOOTINGW/ (3) #5 BARS EACH WAY cdv 12" DXIT'W(2500 PSI) CONCRETEMONOLITHIC STEP FOOTING W/ (2) #5BARS CONTINUOUS 8" D X 8" W (2500 PSI) CONCRETE MONOLITHIC --- �� ( / I FOOTING W/ (1) #5 BARS CONTINUOUS- 1i (4" f THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH - OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON I CLEAN COMPACTED ClCMICAL.1-Y TREATED FILL I ; I 1 °k' 16" D X16" W (2500 PSI) CONCRETE MONOLITHIC FOOTING'W/ (2) 95 BARS CONTINUOUS ca � I I i I �C4E�5 ,,tit csN.� I NOTE: THIS PLAN "NOT TO BE LIGED F-CIR VERTIPIAL GAR PL-ACEIAENT", SEE E'LOOR PLAN ( SHEET r`#1 ) f-13R CORRECT LOACTIONS. r a ,3 VME FLAW ANX00,1,vis ED WOW A11151J011 T1IfiNS1,10131110 BY HEhii�{"MAY BE N110,98RAgor,1KY WITH ,4U,fSpS PAUL WELCH INC. MECHANICAL '* ELECTRICAL * CIVIL ENGINE j 1984 S.W., C31LTMORE ST. Sum #.1 14 PART -SAINT L:uCIE, IF'L 34984 PHONE EMAIL (772) 785.9888 P1+ ELCFHINC@ L.CO MAY 7 p 1019 PAUL WELCH P.E. FL, REG. NO. 4S Lij I i wvwuwuu 6. 0 LJ �1 +(p�1 .. KbMVIYKJ WLkAlfilYp j cEL r- LL ,� 01 �p4�P,A LL uJ r1 �-1 0 ; UAIM j >a i 1N 1 w E? N W :1 u� z w� z FL W w_ w a C ca c� ADDITIONAL NOTES I STRUCTURAL NOTES 1) ALL INTERIOR GYPSUM BOARD TO BE MIN, Yz" TIUCK WITH 13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, I l/V LONG, ANNULAR -RINGED; 5D ENERGY CONSERVATION NOTES 1) DESIGN LOADS IN ACCORDANCE W1TI[ ASCE7-10. ( 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.), COOLER NAIL, 0.086" DIAMETER 1518 LONG 15/64" 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 3} ALL 5T72UCTURr1L CONCRETE IN ]TEAMS, LINTELS, VERTICLE CELLS, AND NAIL, 0.086" DIAMETER 1 5/8" LONG 9132" HEAD SPA:)' OR GYPSUM $OARD COLUMNS SHALL HA V E A. MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI ) ACED A'1' 7 O.C. FOR NAILS ENERGY CONSERVATION RESIDENTIAL. AND 12" O.C. FOR SCREWS. (PER FRC 702.3.5) 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO COMPRESSIVE S'TRE40TH AT 28 DAYS. 2) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT FIBER -CEMENT OR GLASS UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO 4) SLAB /.FOOTINGS TO TIE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAPS. SEE PLAN FOR SIZES & STEEL REQUIREMENT'S. MAT GYPSUM TACKLED I IN COMPLIANCE WITH ANIT C CTU C' 1325, C 1178, OR A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING C 1278 AND INSTALLED IN ACCORDANCE WITH 14IANTIFAGT'URI�'RS' SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS _ 5 MINIMUM CONCRETE PROTECTION FOR. RLB`TFORCING BARS: REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED RECOMMENDATIONS AS BACKERS FOR WALL, TILE IN TUB .AND SHOWER ; TO PREVENT FOOTINGS: 3" BEAMS: 1 '/" SUSPENDED SLABS: 1 %" AREAS AND WALL PANELS IN SHOWER AREAS. PER , �) A 'INIlYITJriI OF d8 BAR DIAMETERS EXCEPT A:3 ( FRC 702,4,,t & FRC 702,4.2). LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. DWELLING/GARBAGE FIRE SEPARATION 6) LAP ALL,REI NFC RCING STEEL Al 3) WALL AND CEILING FINISHES SHALL RAVE A SMO ' 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED THE GARAGE. SHALL BE SEPARATED AS REQUIRED BY T'ABLI R302.6, OPENINGS IN GARAGE NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND. COLUMNS. NOT GREATER THAN 450. DEVELOPED INDEX OF TO LIMIT AIR ' 0 `A' SONRF SHALL BE LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH WALLS SHALL COMPLY WITH SECTION R302.5. THIS PROVISION DOES NOT APPLY TO GARAGE 7) ALL LUATBER. ]N CON [ACT WiTH.CONCIRETE OR lilA 4) WALL AND CEILING FINISHES SHALL .HAVE .A FLA.IIIE-SPREAD R402.4.4. WALLS T1TAT ARE, PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL, PRESSURE TREATED. CLASSIFICATION OF NOT GREATER THAN 20U, 4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH 8) SPLITING OR CRACKING OF 6TRUCTURAL COMPONENTS DUE TO 5) ALL EXPOSED INSULATION MATERIALS INSTALLED ONATTTC FLOORS SHALL R402.4.1.2 ' E ITTED. 5 IS NOT P RN WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AHt FABLE .R302.b DWELLING/GARAGE SEPARATION BNSTALATTONO:II��RDWARE HAVEACRITICALRADIANTFLUXNOTLESSTHANo •• ,� WARE t THE INSTALLATION U F SPL CIFIED HARD UNLESS OTHERWISE NOTED T I 9 L NL S O � , 1 12 W VA R U E. SQUARE Q CENTIMETER. C U1IETER. EXPOSED S FOAM P PLASTIC I rCINSLLA � TIO NN MATERIALS E EXPOSED INFILTRATION RATIO N RATE OF NO MORE RE THAN 0.3 C F1VI PER S U ARE FT Q AND , STANDARD S AND TAN INSTRUCTIONS A. S � � CTURES INSTRIJC I O AirYNUFA SHALL CONFORM T THE TO THE UNllER IDE F , S O THE ROOF DECK OR ON THEAT"I'1.C' SVALLS SHALL S WINGING DOORS 00 S NO MORE T 5 THAN 0.. CFM PER R SQUARE Q FT AND MUST BE PRACTICIES. _ 10) UNLESS OTHERWISE NOTED, ROOF SHE TO BE NAILED JVITH 8dRI RING- _ _ _ _ _ COMPLY WITH SECTION FRC31G. _ TESTED LISTED AND LABELED INACCORDANCE WITH R402.4.3. G) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL SHANK NAII,S AT 4" O.C. YERtAiE'I'E1R AND 6" O.C. FIElll. 6 PER FRC 702,2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL ) (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION I I) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD CONFORM TO ASTM C 36, C 79, C 475, C 514, C 6'30, C 931, C 960, C 1002, C 1047, C 4 -- R 01.3. ------ SHEATHING AND BTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER - 177 8. 1 , (, 1178; C 127 , C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN NAILS 6" O.C. EDGES, AND 6i!A O.C, FIELD, 013 SCREWED WITHDRYWALL ALL ACCORDANCE WITH .CIE PROVISIONS OF FRC AND ADHESIVES FOR THE --- SCREWS 1,5" LONG AMID 0.1.31 DTA. INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTAI C 557 12) LINTELS SHALL HAVE A MINIMUM, 4" BEARING EXCEPT ].RECESSED LINTELS 7) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS SHALL. HAVE 8" BEARING. OR VAPOR PERIVI.EABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING 13) PROVIDE # 5 CORNER BARS W/ 30" MIN, LAP SPLICE FOR BOND ]TEAM. ASSEMBLIES; ROOT -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL 14) STUCCO CEILING /'SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 - -- - STUCCO OVER WI#ftAtH W/ 11GA. 2" NAILS W/ 3/8" O HEAD @.. 6" O.C. OVER WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 3/8" METAL RIB LAft. (46" O,C. W/ (2 LAYERSOF IW FELT OVER EACH WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723: FRAMING MEMBER) IS) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" O HEAD @ 6" O.C. OVER (2) LAYERS OF (15tP FELT OR SEPARATION — f MA'TERLkL Not less than 1/2-inch gypsum board or From the residence and attics equivalent appliedto the garage side ---- Frtirn all habitable moms above the garage a 5 , Not less than / -inch Type X sum board or s yp gyp equivalent Structure(s) supporting floor/ceiling assemblies Not less than 1/2-inch gypsum board or used for separation equivalent required by this section Garages located less than 3 feet from a. dwelling Not ' equiless than 1/2-inch gypsum board orvalent applied to the lot Oil thetheSatne interior side of exterior Walls that are Within lot this area TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH IOD NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. OPENING YTRO'1'1CCTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROONI USED POR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1%INCITES (35 MM) IN THICYNESS, SOLID OR HONEYCOMB CORE 5'1EEL 'DOORS NOT LESS '.IT3AN 1'/81NC [IES (3. MM} T'IECTC OR 20-MiN1ITE FIRE -RATED DOORS. SHINGLE FASTENERS: FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE [0.1.05 INCH (3 MM)l SHANK WITH A MINIMUM 3/8-INCH (10 MM) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (19 MM) INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH (19 MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE - - ' SHEATHING, FASTENERS SHALL COMPLY WITH ASTM F 1667. 4 � 9 HAVE .� 01 20 /RJfyfY,h/ w U_ TH W (IGA. 2 STUCCO I- RNAILS W/ 3\/8'' 0 HEAD @ 6" O.C. 2t� L t e z > " Al 6 O, W/ ( . a. F�� O O �l�x, O _ 3 18METAL RTB LATH t� C. OVER N� .. _ LAYERS) OF I59 FELT UVFR V T) \ 3 2 Q C� 3 yw FRAMTNU" b4EN4HERS (TRUSS TAILS.). — A" PROVIDE 6"X 18" SOFFIT VENTS (a) 48" O.C. \ OL"A"c5 FEE] I,CN (11CG c prlvP`bll'p �, - a Tq s, nes ZONE _F) SHEAE(I STUCCOSOFFIT I,T IT DETAIL (1Q NAILS Ni 6" O.C. PERIMETER AND 6" O.C. FIELD �S • • ' Fr`� ' 20 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 3 TAB SHINGLES OVER. 30lf — _ 0 N.AII 5 AT4" O.C. PERIMETER AND 6 O.C. FIELDROOFING FELT ON 19/32" CD.X . �.c. PLYWOOD ROOF SHEATHING Qmbd Lc's. NOTE: SEE TYPICAL BLOCK NOTE: ROOF SHEATHING SHALL BE19/32"THICK CDXPLYWOOD ROOF SHEA]HING f/- NAILED W/8dRFNGSTIANKNAILS " FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS ER FRC803.2.3. i SPACED PER DETAIL , N GT>: ; h.c� (� L s-� �. WALL. SECTION FOR h10KE iI' ) `t ¢ ga.CI, 2y< z INFORNLATION PER ZONE DESIGNATIONS AS SHONW ABOVE. 1 FIBERGLASS BAIT. PRE- ENGINEERED WOOD TRUSSIiS a c ii n 61 K-3n INSULATION 7 � tJ 24" O.C. (rv1Ax si'Acna<;) :0 a AEI L. — l4o1 E: SEE I'1'F'ICAL BLOCK Nt:AI_L I r _ F IRRtIdG SECTION FUR P f )RE ]INFORM 1 _ . t AT ON / 45 REB:AR tk',' 90 DEGREE HOOK SIMPSON" STRAP PER. TRUSS C RIETAL PLASHING (DRIP EDGE1 _ 8''X 8" CONTINUOUS'CONC. .?X6 P,T, WD, FASCIA (OPTIONAL ---- BEAM BLOCK 4V/ 1 =45 BAR IN F — #5 RSBAR W. 90 DEGREE HOOK — `— ,( y - `/ CEILING PER STRUCTURAL -% _ - ` - - C)----->>. 2 x 6 CIiDAR FASCIA) NOTE # 14 (3000 PSI) CONIC. FILLED CELL — � C) a _ - '.e DR\ V,'AL.L (WALLS AND CLO L - VENTED SOFFIT PER SOFFIT 8" PRECAS LINTEL W/ I -#5 BAR � � ' STUCi•O CLU I'ER S rKL1CT. P'lOT'C q I4 ) SOLID FILL WITH ( ) ( DETAIL CONCRETE ABOVE - IN (3000 PSI) CONC. FILLED CELL 3"X8"X- ' 0001-INUOUS CONC. 8' NA I CONTINUOUS CONIC. COLUMN (SEE LINTEL SCH, FORMORE BEAM BLOC'1: W' (1) - #5 BAR IN BF. -\NI BLOCKW/ (I) • 115 BAR IN —� - #5 REBAR W/ 90 DEGREE HOCK INFORbLATION) / (3000 PSI) CONIC. FILLED CELL ,3000 PSI) CONC, FILLED CELL 8" X8"X16" CONIC. BLOCK " — 8" PRECAS t_R4FLL lV/ ('1)-#5 BAR ? PRCCASFLINTEL W'/ (1)-#5 BAR / (MAS.ONRY) Cr�T IN (3000 PSI) CONC. FILLED CELL IN i3000-PSI) CONC''. FILLED CELL_%] � Of 6] AT ALL DOOR AND R'fNDOW' \ I ALL DOOR AND V11NDOW > ljj t ❑ : j W '3, px2-4' CONCRETE ; - OPENINGS (.SEE LANTEL SCH. FOR oPF1,111\IGS (SEE LPI'TEL SCIL FOR #5 VERT. REBAR IN (3000 PSI) �- ) N U) ------ .COLLIAIN W/ ( ) #5 BARS VERT. HORS INFORMATION) Ric IRE RIFORMATJON) CONC. FILLED CELL f70 ! IN (3000 PSI) CONC. FILLED CELL U1 µ LL Ill (SEE FLOOR PLAN FOR U O LL vY y .). 6" r LOCATIONS) - 8' ., g" X l . CONIC, BLOCK AT'ION . a . S) [.) LU W I ' GYi Lu LL - _ STUCCO FINISH - - COLUf�'iN 1S'!(2) #S BARS VERT. FI� POfL [1:JSUL.4TION ON P.T, �.. IN (3000 PSI) CONC, FILLED CELL X> FIRRING @ 16" OR24" O.C: ��— STUCCO.FINIsH a lid .10 V('T A( VY TYPICAL COLUI @ FRONT ENTRY \-- --- STUCCO FINISH 5/8" THIC'.K #5 REBAR(5) W/ 30" MIN. - d_> REBAR 1>!.1 30" hffN. L,AP SPLICE LAP SPLICE - I ter? (2500 PSI) CONC, FOUI`!IDA I ION SEE PLAN FOR SIZES AND (2500 PSI) CONC. FOUNDATION I III i till a .�`�)- SPECIFICATIONS SEE PLAN FOR SIZES AND I SPECIFICATIONS -FINISHED GRADE ,/� 1 ,� h FINISHED GRADE 1MIv� TYPICAL COLUAIN SECTION Ills_ 17TION nllD!''LI 5/8 THICK j #5 REBAR- W1 30" MIN, LAP SPLICE � w\ u, D OR VINY L BASE `OA G`. FLOORING BY CON TRACTOR (2500 PSI) CONIC. FOUNDATION ` `_ V SEE PLAN FOR SIZES A14D SPECIFICATIONs `; O� G0ss 0 FINISHED GRADE � � JCN CJ b s��iillf lul+U �l��l =I }'�— o IU,61 U,ll = Illy_ I 0 . 0 -17 TYPICAL BLOCKWALL SEVTION uts..: PAUL. WELCH INC. M99"ANICAL. ELECTRICAL * CIVILENGINEERING a 1g S IATy;$ILTMORE ST.# SUITE1 1 s / PORT $HINT UCIIE, F'L.s�33498A PHONE 'EMAIL i- (772) 78$ - 9888 PWELCI.1)NC@AOL.COM PAUL WELCH P.E. FL.. REG. No. 29945 ' MAY.-1.0 2019 SCALE: N.T.S. SCALE: N,T- S, WFATERPHOOFING. NOTE; 1i PRIOR TO BUCK INSTALLAl1C71d TREAT THE MASONRY, OPENING 1NI11I. A CMCI WATER RC.SISTAIJT COATING TO SEAL lIIE;WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBIIJG WATER.. THE CMLI WATER RESISTANT COALING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDAIJONS. THE S-fIJC(;U CEMENT FINISH APPLICATION OF THE CMU WATER RESITANT COATING SHALL INCLUDE 111E ENTIRE:' SURROUND OF THE OPENING (SiLLS,'JAMBS, HEAD) AND RETURN WALLS OF THE OPENING B" MINIMUM EAGI-1 DIRECTIOIJ. ALL ::, -- FILLED CELL Al JAMB BLOCK (I !P) CMU WATER RESISTANT COATINGS SFiALt BE INS -LED PRIOf? TO 1.31.JC;f< IPISTAL.L.A-1101^J>. U V RESISTANT COATING CL4 ✓ ATER NOTE a 1. INSTAI_.L BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEC)IIJG 1/8" BL"'TWEE:I'^J BUCKAPIF.) IvIASOINII^(.' (SEE WATERPROOFING J11) j Q_ e a 3., PRIOR t TO : INSTALLATION APPLY",;3/B" NOMINAL. DIAMETER BEAD) .OF SEALANT- BE [WLEI I ]HE, BUCK AND N ' RESISTANT FLASH G A. - THE MASONRY' TO PREVENT THE PASSAGE OF ) BEHIND U f SEAL IF F ^d A E F LIQUID BE i ND TI IC BUCK. O JMf'I El 11 _.I TIRE ' C,ORRO51ON IIJO NOTE 2 _, :� ,�..,A. —1>^3 VVOOD.FIRRING ALL SIDES CONTINUO ( ) END OF THE WOOD BUCKS WI-1 SEALANT 10 R`S- ?ICI HIEPASSAGE' I II THROUGH THE CUT 1 k_II k Ell LC1lD i111301 I I ENDS �TERPROO E..R W/ F y } n. c - P. AND IHE ENTIRE EXTERIOR FACE AND RETURN sum7ACE 01 TI IE EIUCK SHALL BF COA FED WI111 A LI@IJID - _ AI'I'LIL"D WATEH,:RESISIIVE COATING / SEALANT; PROVIDE PAIJ FLASHING AT SILL OF: WINDOW AND LlOOR 9PENINGS. PAPJ 11_ASFIING �IiALL BE SEALED OR APPLY I_1 PERIMETER SEALANT —S E W.TE.i PROOFING NOIE fi E_. A f it SLOPED IN A MANNER 10 DIRECT -WATER TO 11Ik SURFACE OF 11Ik LXTF_f110t? WATER TdLSISIIVk f3ARRIEI? FOR EL:.7VJE_FN BUCK RAUEI< 3c WINDOW FI?AI"fE I \ SUBSEQUENT DRAINAGE. NCORPO N S 'AN FLASHING S.: I RATE fAil FLASL�II G AI FIEAD AIILI SIL..I. A. WELL. I A IIINU ..IIAL..L OFING tJOTE' .5 (SEE WATERPRO , �/) _ \ �-- ElE CORROSICIN RESISTAFFI OPTIONAL NOT '� IF HEM I- I • S Li . ( I 1 REQUIRE N �IALLk. ) P.T. WOOD BUCK. WITH SEALANT PER WATERPROOFINf, NOTE #4 AND AINCIIORCb.TO, 5- PROVIDE CONTINUOUS R BEAD OI. SEALANT GPI WINDOW DOOR FRAMES AT ALL P RIMkTF_I? ON F''ROhII" MASONRY PER BUCK ATTACHMENT MOTE^ ;AND BACK SURFACE PRIOR TO WINDOW,./ DOOR INSTALLATION, .. ' :• �., .6. AFTER WINDOW.,DOOR INSTALLATION PROVIDE S-A B VEFI THE BUCK OR PRECAST / f I FOAM _C CANT F1 J I C B t (.T' F F _ . il_.i..) AND - 1E ems- ANCHOR WINDOW FRAME TO MASONRY IN. STRICT - _ _ TLI[_ WINDOW / DOOR TO ENSURE WATER RESISTANT INTERIOR AIR 5d_AL, AROUND IIIE ENTIRE PERIMETER. rnY•ur cu?V it n Pr- rnAAPI 171"I Y CPATM A(`r`nPIl A HOP WITI-1 IJ APII IF A(' IIIPF'C PRnni lr-C `-"- Sfll'FT NUMEFR PAUL WELcH INC. - : 7 �F ML'CHAIVICAL ELECTRICAL CIVIL ENG/NEEI�INIG 7 S 1984 S. W.B/LTM'O.RE" q7-, Sil/TE # 7 14 T: PORTSLUCIE, FL.'3st984. PHOME (772J 785.9888 E-MAIL PU ELQHINC@AOL. C C)NI PAUL WELCH. E? E FLA 17Fr Afn f7cin rc _ 541 -d1 L ' 1 ' PRECAST LINTEL ww I i PORGH 8._0../CONC. I i 1 4'-10 I/j2 _J 8_ ,®._8" 25SH E4 S 6088SG19 9tMP (2 'd9SH TEMP (2) 25 EGRESS 1V-7 1/2". 2'-3 1/2' 15'-i 1/2' Id-3 1/2° I 13•-4 3/4" x - l ��"' . • 60688 t1'✓,.,J�� " KNL'E h CK 42" iO-x— a ` i BEDROOM #3 Al N o, a SUIT w vnULT�/nLE�, q I. TRAY LT / ! i n a'-o"/WFIEr GREAT WO - IZ I — VAULT/TILE f\ LL_. J Mali • i7 hl � N � , • v a� :, T I PANNI I I v EIAI"L_�%TI{ r 288 I'- n� 1 ~ j ` I I A ACCESS .36P� .• M i _ 14 -30" INGs� A a �(l f\.�I , �} mac, t Ito _ 2868 I o YER11 . 6'-9 1/4" VAUI IL n _. ILO, AJIhVj �� L. _, u Iq 6 b I F YE I W. HEd I 20688 VAULT/TILE IIz IW I i IIL TIONI a M i DROOM tk1 ' 3068 WIAT �y LllfftE " 8' G"/AL I,iJkttJk°1 �, . . 8•-O"/CARPET r Lim 4 114 1 50688E 10' 2 1/2" 11 S " " Im/® II��—} ;, utG•I•I \W�7 25SH EGfiE55, A U (2) 255N EGRESS 4'-8 1/26 _ J \ " 16"50. CONC. - PRECASTUNIEL _ '- �i' QOLUMN (TyP, ENTRY G'R'A41.F� L1 uair4i _ry_� Lr L, J iZ �_( �J Art N 3L01 SLAB , J ; +HB .' , L � 16'-0" X 7'-0" OH ;It . TABULATIONS LIVING <-53 SR, FT. ENTRY 48 SQ, FT. PORCH 168 SQ. FT. 9AMG 470 S . FT, TOTAL -'�,3 SQ. Ff. RAUL ,%iFELGH INC. MECtlhl MAL *:; E CA r * Cr*gL EN61NEts" UNG ° "RzT Sr Wr LUCM FL 34984 _.-..PHONE.- (7.72)785.9888 PNELC"!NC@AOLCOM PAUL WELCH P.E. FL. Rae. NO. ;' -9945, . 1ju W. yor oc < °.. MMj LL uj LL 1 g � W i, 4-z UN V) �C ii LL 00 w < fcc