Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BUILDING SITE PLANS
ra. 0-% I i� i PROJECT INFORMATION DESIGN PARAMETERS: Florida Building Code (6TH EDITION 2017) Florida Residential Code (6TH EDITION 2017) Florida Plumbing Code (6TH EDITION 2017) Florida Mechanical Code (6TH EDITION 2017) Florida Fuel Gas Code (6TH EDITION 2017) National Electric Code (NFPA 70 2014) 2017 Florida Accessibility Code Florida Energy Code (6TH EDITION 2017) Building Design: Utilimate Wind Speed: Nominal Design Wind Speed: Building Risk Category: Wind Importance/Use Factor: Internal Pressure Coefficient: Building Height: Roof Overhang: Roof Pitch: Exposure: Impact Protection: SCOPE OF WORK CONSTRUCT NEW RESIDENCE PER PLANS Enclosed 160 124 mph 11 1.0 +/-0.18 24'-6" 1'-8" 6:12 B New Impact -Rated Glass JURISDICTION: St. Lucie County NOTE ALL CONSTRUCTION MUST COMPLY WITH THE FBC 17(6TH EDITION), AND THE FBC 17 RESIDENTIAL, 2017 PLUMBING CODE, 2017 MECHANICAL CODE AND THE NEC (NFPA 10) 2014 EDITION. NOTES: THE CONTRACTOR, SUBCONTRACTOR, .SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, SPECIFICATIONS, ETC. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC 2017 EDITION Product Approval Submittal Affidavit PERMIT ADDRESS _y_BUILDING Opening Schedule: Swing Door, Overhead Doors, Sliding Doors, Fixed Glass, Windows and Skylights OPENING ID FL/ OR PRODUCT MODEL / MANUFACTURER GLASS DESCRIPT. ATTACHMENT METHOD TYPE, SIZE, SPACING & BUILDING PRODUCT NOAJ EMBEDMENT (DISTANCE FROM CORNER/ DESIGN DESIGN DISTANCE O.C.) PRESSURE PRESSURE SH NOA% SH PVC SH-5500 PGT IMPACT 3/16' x 1 1/40 MIN. EMBED TAPCONS O SEE +/--55 PSF WINDOW 17-0630.05 WINDOW 2- / 16- O.C. ELEVATIONS FIXED NOA% FIXED PVC PGT IMPACT 3/160 x 1 1 .4' MIN. EMBED TAPCONS O SEE +/-60 PSF WINDOW 17-0614.09 WINDOW 6' / 18' 0.. ELEVATIONS SLIDING GLASS NOAJ SLIDING GLASS SGD-770 PGT IMPACT 3/160 x 1 1/4" MIN. EMBED TAPCONS O SEE +/-55 PSF DOOR 15-1210.01 DOOR 2- / 16- O.C. ELEVATIONS SWING FL/ SWING - PLASTPRO NA 2 1/2- /10 7APCON- SEE +/-50 PSF DOOR 17184.7 DOOR SCREWS O 18' O.C. ELEVATIONS OVERHEAD NOAJ OVERHEAD - CLOPAY NA 1/2- J-BOLT X 5 1/2- LG SEE +38/-42 DOOR 17-080928 DOOR O 2 -0 O.C. ELEVATIONS pSF ROLL -UP NOA% OVERHEAD COMM. 300 JA NUS NA 1/20 J-BOLT X 5 1/20 LG SEE +38/-42 DOORS 08-1204.04 DOOR O 2 -0 O.C. ELEVATIONS pSF PRODUCT MODEL I MANUFACTURER GLASS DESCRIPT. ATTACHMENT METHOD TYPE SIZE, SPACING & BUILDING PRODUCT EMBEDMENT do STIFFENER ETC. DESIGN DESIGN PRESSURE PRESSURE ROOF FL/ STANDING SEAM FETAL SALES PANEL FASTENER: 110-14xl 1/2- HEX HEAD WITH -62.8 -108.5 10999.2 ALUM. SEALING WASHER IN RIB OF PANEL, 1/4" MINIMUM PENETRATION THROUGH PLYWOOD. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED AT 15" O.C. PARALLEL TO ROOF SLOPE AND IZ50 O.C. PERPENDICULAR TO ROOF SLOPE. I HAVE REVIEWED THE ABOVE PRODUCT APPROVAL INFORMATION AND APPROVE IT. NAME- PAUL WELCH P.E., CERTIFICATION NUMBER: 29945 TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES UPLIFT ID UPLIFT DESIGN T09 4,115 (I)-HGT2 10,980 (16)-10d 3 PLY O & (2)-3/4" AB T10 1,881 (1)-MGT 3,965 (22)-10d x 1 1/2" 2 PLY 2O & (1)-5/8" AB PIGGY BACK CONT. 100# PLF (-)-MTS 16 1,000 (14)-10d x 1 1/2" TRUSSES i) ®ENDS & 4' 0. VALLEYS CONT. 100# PLF (-)-MTS 16 1,000 (14)-10d x 1 1/2" 10 1)0ENDS&4'0. ALL OTHERS AT CBS BEARING LESS EACH <1,800# (1)-HET4 20 1,810 (9)-1Od x 1 1/2" AT CBS BEARING THAN 1,800# ALL OTHERS AT FRAME BEARING LESS EACH <1,000# (1)-MTS 16 1,000 04)-10' x 1 i12" AT FRAME BEARING THAN 1,000# TRUSS CO. BUILDERS LAYOUT DATE 1112912018 CUT SHEET DATE 1112912018 FIRSTSOURCE TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)-#9 SO x 2 i12" TO SUPPORTING TRUSS AND (3)-#9 SO x 1 1/2" OVALLEY 1 TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. 'dAX. OUSE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" EMBEDMENT FOR ANCHOR BOLTS (AB) NOTE: ALL STRAPPING TO BE SIMPSON STRONG TIE AS SPECIFIED 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 BEFORF. INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS AND DIMENSIONS BEFORE ORDERING AND INSTALLING TPU:)SES. 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS. HOUSE LINTEL SCHEDULE LINTEL If UN MVIrm SAFE GRAVITY LOAD APPLIED GRAVRY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L-1 7'-10" 94" U-LINTEL 1,843 600 1,136 200 BF16 iB-IT L-2 3'-B" 44" U-LINTEL 6,113 700 3,060 200 8FI6 1B-1T L-3 5'-6" 66" U-LINTEL 4,360 100 2,080 100 8F28 18-iT L-4 6'-4" 76" U-LINTEL 3,480 2400 1,868 900 8F16 18-1T L-5 3'-8" 44" U-LINTEL 6,113 200 3,060 40 8F16 1B-1T L-6 3'-8" 44" U-LINTEL 6,113 200 3,060 40 8F16 iB-1T L-7 3'-8" 44" TLINTEL 6,113 200 3,060 40 8F16 1B-IT L-8 14'-4" 172" U-LINTEL 1,370 200 520 40 8F16 iB-1T L-9 9'-4" 112" U-LINTEL 1,533 1200 916 400 8F16 1B-1T L-10 13'-4" 160" U-LINTEL 1,075 950 607 300 BF16 1B-1T L-11 9'-4" 112" V-LINTEL 1,533 50 916 50 8F16 18-1T L-12 1l'-4" 136" V-LINTEL 1,365 1200 800 350 8F16 1B-1T L-13 4'-0" 48" U-LINTEL 6,113 50 3,060 50 8FI6 18-17' L-14 3'-8" 44" U-LINTEL 6,113 1000 3,060 350 8F16 18-1T L-15 5'-0" 60" U-LINTEL 5,365 150 2,276 50 8F16 iB-1T L-16 4'-8" 56" U-LINTEL 5,365 100 2,276 50 8F16 1B-IT L-17 5'-0" 60" U-LINTEL 5,365 200 2,275 50 8F16 1B-1T L-18 5'-4" 64" U-LINTEL 5,365 200 2,276 50 BF16 iB-1T L-19 3'-8" 44" U-LINTEL 6,113 200 3,060 50 BF16 1B-1T L-20 5'-0" 60" U-LINTEL 5,365 175 2,276 50 8F16 1B-1T L-21 19'-4" 232" Li -LINTEL 750 700 348 200 BF16 1B-2T L-22 5'-0" 60" U-LINTEL 5,365 100 2,276 50 BF16 1B-1T L-23 5'-0" 60" U-LINTEL 5,365 100 2,276 50 8F16 1B-iT L-24 3'--8" 44" U-LINTEL 6,113 1200 3,060 350 8F16 iB-iT L-25 8'-0" 96" U-LINTEL 1,843 1200 1,136 350 BF16 1B-1T L-26 5'-8" 68" U-LINTEL 4,360 100 2,080 50 8F16 18-1T L-27 10'-7" 127" U-LINTEL 1,366 100 800 50 BF16 iB-iT L-28 9'-8" 116" U-LINTEL 1,533 100 916 50 8F16 18-17' L-29 5'-11" 71" U-LINTEL 3,480 100 1,868 50 BF16 iB-IT L-30 15'-2" 182" U-LINTEL 1,250 300 486 100 8F16 18-2T L-31 18'-6" 222" U-LINTEL 750 400 348 100 8F16 18-1T L-32 14'-0" 168" U-LINTEL 1,002 80 560 50 8FI6 iB-IT L-33 21'-4" 256" U-LINTEL 598 250 307 75 8F16 1B-1T L-34 21'-4" 255" U-LINTEL 598 250 307 75 8FI6 18-1T L-35 13'-4" 160" U-LINTEL 1,075 180 507 80 8FI6 1B-IT L-36 13'-4" 160" U-LINTEL 1,075 180 607 80 8F16 1B-1T L-37 13'-4" 160" U-LINTEL 1,075 180 607 80 8F16 18-1T L-38 4'-8" 56" U-LINTEL 5,365 765 2,276 236 8F16 18-1T L-39 10'-8" 128" U-LINTEL 1,366 506 800 288 8F16 1B-1T L-40 17'-0" 204" U-LINTEL 950 180 405 52 8FI6 iB-1T L-41 10'-8" 128" U-LINTEL 1,366 506 800 288 8F16 18-1T ALL LINTELS SHALL BE CASTCRETE OR EQUAL. PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE J114 PORT SAINT LOCIE, FL. 34984 PHONE E-MAIL FAX (772) 7&-9888 PWELCHINCOAOL,COM (772) 785-9933 PAUL WELCH, P.E. FL. REG. NO. 29945 C( S RGCFHVCD MAR 13 2019 c!e Coui1: P r I� Seal Revisions: Date:0310512019 JOb N0: TESTA Drawn By: TMM Designed By: TMM Sheet BY St. Lucie ( TITLE - MAR _0 8.2019 ) q u3 6- 9j w:m uw � ,z^vn,rzsu �nm anw;�.ar m, ix' vw.:w +.x u"xxwnrsa..mw mrmimn +v - xurmves"mamnw:a rc_r"rww' w. tiaw. :nwmnavazkn. maswwmr..w'naawwv�aw"aaivava�".mar^.n: ww wwauw �wwasww,w;,nw.nrr wr:wm. w.aww w sw.uarw... " <:,maa n. nnwz..�.mixw+vmtin wu:vuurw'sw.: my.. �ryrm ana,a at tevasamu mw.5•.wn: .. .. 116'-8" 65'-4" 20'-0" 15'-2" FOR CONTINUATION SEE SHEET A-4 7'-0" 11'-4" ------------- ---------------------------------------- ---------------------------------------- ------- ------------------------------------------------------------- - -1 tH H-33 / v o o o o 0 0 0 0 1 o ____________________________________ ___-_____-_--_-___-------__--------_--_ L-3 _---_- _----._________-_-- ----------- ED ---- o L "F ° ° ° t^� f / - 2'-2" 11'-6" 54" WALL I Q GLASS ABOVE 3 _ / / i WIC I 1 1 E o JJI� i (3) SH-25 28FR. BATH 1 1-8 x 6 W 5x 6 o 0 0 o 10'-0" CEILING 0 4 GL. i 1 "•i EQUI . PA " °Jj 10' 0" CEILING WR. / I I e o 2 8 P0. I I I 10'-0" E4-lt,G � REAR PORCH o - o " o ;,� 33-4 x 17 10'-0" CEILING cr:. I i 0 DINING I a o i 2 8 HC. ' h /T♦\ 13-4 x 12 o i `♦ N - 11'-0" CEILING I / /U F(, / ♦ � \ // \\ 33'-4" o c� 1 i RAISED CEILING o 14'-0" 1 / i 4'-0" i 8'-0" 6'-0" by 1 1 N(n iI / ` 1 (anW o 4'-0i / 14'-8° \`♦ 14'-8„ 1'-8" 1 / I ♦ 1 i / BEDROOM ;� ° o / L-9 `♦ L --------------------J / 13 x 12 1 " o /------------------------ '------- 8 8 SL. GL. DR. 12 8 PO. SL. GL. DR., 10'-0" CEILING / /10 ' 00 ♦ °0 10'-0" CEILING 2 8 HC. € 10'-0' CEILING - ♦'- 1 " W o ♦ aD / p _______ 1d- I n I 1 ♦ 1 1 1 `\ 00 00 i 3 ko C. BREEZEWAY o IZi1W I 1 `♦ 1 M M `♦ j_ ____II ____-- x 8 _____ _______ HALLWAY I I E------- -- h ° i `♦ / REF. I 10'-0" CEILING ♦ 00 10'-0" CEILING a0 I 1 ♦\ I i, i ♦`♦ I / I 1 1 � 1,_ " � I ♦ o 1 1 I 1 `♦ / 1 ♦ ° MASTER BEDROOM I `` 1 r---, ; 1-----•---- I ` 1 14-6 x 19-4 1 1 *`� 1 DIN I WIC I 1 1 __ 1 _ `♦ 1 I ,' I KITCHEN �- 5 x 6-8 1 ♦♦ " 1 -8" 0 1 -8" 1 H- - — - — - —LIVING \ ♦♦ , - — - — - — —� L / J 10 r 0" CEILING 1 ® i ---- i BEDROOM �' -11'-0" CEILING " ♦ I `♦�co 1 RAISED CEILING o O ® 1------=cq I 1 0 ° 1 100 N I 20-10 x 20 `♦ N i I L____J 1 11-8 x 12 1 1 ° 1 `♦\ 1 /' O 1 10'-0" CEILING ,)In I 1 I 1 1®® ATTIC ACCESS I I 1 1M i 11'-0" CEILING q LAND x 12 HOOD WITH `♦�- 2 8 PO. 1 �w 1 1 i 1 RAISED CEILING EXHAUST UP I 1 1 I 1 // 1 ♦\ THRU ROOF10 1 1 1 1 ;; 1 `♦♦ 1 µ1 1 0 1 ° 15'-6" i 6'-8" IX-2" i ♦ 4'-0" 5'-0" 5'-8" 12'-4" I 1 = W �O 1 i i I ♦ OVENS I D fZi1W 1 " _________J 1 / // 1 ♦` 1 2 8 FIC. ° 1 1 L-------------- -- ' ♦ 1 —_—___--- O ♦ " I [ 0 1 Cd LO \ 0 8 BF N 1 --- 10'-0" CEILING / ` I 54 WALL W/ ° / ♦ e a M GLASS ABOVE o " 1 1 i, % / 1 `♦` ♦ 2'— is 3 00 1 e o i -I IN IBATH------------ 2 8 HC. io 1 I 0 2 8 SC. % i I - I ♦ I a° 12-fO x 6 4 GL. I"I1 WIC2 8 PO. '/' 1 N `` 1 `♦\ 1 10'-0" CEILING HWR. DR. ° 1 ---------- 1tO 1 5-6 x 8 / ` 1 `♦ I I rr7 ° 110'-0" CEILING /' �/ I e o `� 1 PANTRY ♦.I L-----------�----� / 12 8 H` 5 x 6-8 I♦♦ -------- I " 1 e o 1 i/ `♦♦ N 1b —0 CEILING ` 1 28P0. 4'-0" 11'-8", J -10 ♦ 3'-10 13'-10"7E 1 p I 7'-0" 1 E it ATTIC ACC / FOYER �♦ ♦`♦ I I ♦♦ e o LAUNDRY " M 1 2 8 PO i / I W/ PULL ION ♦ ` HAiJ�WAY 2 8 P0. I 1 1 // 8-6 x 6-4 i ♦\ ♦♦ 12-10 x 8 I 2 I 1 o /_--- STAIRS 1 / 2'-0" CEILING / ` STUDY ♦ 10'-0" ILIi L_ __� / , ♦ �`� 10'-0" CEILING oo = I 0 1 r7 s o /r I , / ♦ 11 x 12-0 1 I 2 8 HC. , WIC 1 / / " ♦ I x v I o f0'-0" CEILING I ox 7-8 1 'o 01WCl0'-0° CEILING Li ....... i, ♦\♦♦15 x LOS2 2 8 PO. tl2 ------------------------ °5-6 x 4 % 1 '' i ♦` 101 0" CEILING T-- N 1 i MIRROR � 2 8 PO. i L-1 ♦\ ♦♦ 1 0 _0 ......._ ♦♦ / 1 MASTER BATH , o / /� ♦ 1 ♦ 1 3 8 Sc. I ° 14-6 x 13-0 ' DRESSING o_ 'SAFEL / ° o `♦ ^ `�. M \ / 10'-0" CEILING '/ 4-8 x 3-8 1 6-4 x 4-0 r PR 3 8 FR. `♦ 1 O i 10 -0" CEILING p ,<0 / 72x16 CLERESTOR ° 2XX81-4 54" WALL ,V9 2'-4' / / WINDOW ABOVE GLASS ,gB'O�E / ' /0 (FIXED)" 0 ENTRY2 8 HC 1�IN. o°°7-10 x 6 0 x i ` 21 x//1 SH-H-35 ; 12'-0" CEILING (2) SH-25 2 4 GL\Rlf7 ` 4'-0" 2'-8" 7 -1 9'-6" / ♦ `� 1 / I / ♦ `♦ 0 ' b'1-8" o 7'-10" I i ♦� 1 \`♦ ``1� / FRONT PORCH 12x12 CONCRETE /' `♦ I ,' / COLUMN, TYP. 31-2 x 7 j,N o i'/ /'i`♦ °q� `♦♦ 1 ` / 12,_0„ CEILING ---------------- ------------------- p74----------- o------- o 1 I / ______d _______________________________________ / `` \♦` \♦` I, / TUB / ♦ ♦ I " o I �---- -----� / 6-6 x 4 `� Y----- __ 'I o k I , SH-35 ` i— I i / L-3 `♦ 6'-0" -10" I 4'-0" 7'-10" 4'-0" 31'-2" 5'-7" 13'-0" tt ro O ``♦` GARAGE. r- , ♦♦ 24 x 24 W I I ATTIC ACCESS I TTIC ACCr 1 W/ PULL DN I �0 1 I I 1 i7:-0" CE14MG 1 ♦X J 1 p sf I 1 N \ '.9n SLOPE 2" `ro FX®2 - 6,_8A ----- 25'-4" ♦ ° I ro ♦ I I I `♦ I r7 lol 0 o 117 I FpXD�9-25 ,I 15'-4" 3'-4" 6 I N 2 I 00 . 2'-4" 31'-4" 12'-0" ------------------------------------- 0- o ®-------------------- -3 12 12 OH GARAGE DOOR _.. 0 O L.T. 4 T N IF --------- 7 I 1 ATTIC ACCESS I W/ PULL DN LSTAIRS ____� I I I WORK SHOP 1 30 x 40 14'-0" CEILING 17'--0" -- 12 12 OH GARAGE DOOR 12 12 OH GARAGE DOOR 3 ____ 3 2'-4" 12'-0" 2'-8" 12'-0" 31'-4" First Floor Plan SCALE. 1/4" = 1'-0" Square Footage Living Area (AIC) 2,986 Sq1Ft Front Porch 265 Sq1Ft Rear Porch 635 S Ft Garage 627 Sq/Ft Work Shop 1,295 SqlFt ad 170 S /Ft -Equipment Breezeway 160 S Ft Total Area 6,138 Sq/Ft Conditioned Volume 31,177Cu F 2'-4" Date: 0311212019 Job No: ' TESTA Drawn By: TMM Designed By: TMM y41HIM£FkhMlXthlklN4w ^mX&1LL:9,IbMSGbW Seal S7ee PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE #114 PORT SAINT LUCIE, FL. 34984 PHONE E-MAIL FAX(772) 785-9 8 WELCH, PWELCHINCCAQL.COM C. N0. P92) 785-993311ppOttrR 4 2019 O. 27. s -30.0 27.0 -29.3 24.9 27.4 -36.6 Rear Elevation SCALE: 114" = 1'-0" 26.3 I �J 1 27.6 27.6 27.6 -29.9 -29.9 27.6 -30.0 SCREEN HALF WALL Left Side Elevation SCALE: 114" = 1'-0" Seal PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE #114 PORT SAINT LUCIE, FL. 34984 PHONE E-MAIL FAX - (772) 785-9888 PWELCHINC®AOL.COM (772) 785-9933 PAUL WELCH, P.E. FL. REG. NO. 29945 - - MAR Q 8 2019 "Revisions: Dote:0310512019 Job No: TESTA Drawn By: TMM Designed By: TMM Sheet A-3 of�9�W Sheets 27.6 -30.0 First Floor Plan SCALE. 114" = 1'-O" 27.6 -30.0 27.5 -29.8 —=T------------------------- 27.5 -29.8 - - - - - - - - - - - - - - - - - - - Date:0310512019 Job No: TESTA Drown By: TMM Designed By: TMM Sea' Sheet Right Side EI e va tion PAUL WELCH INC. SCALE: 114" = 1'-0" W10 GARAGE MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE #114 - PORT SAINT LUCIE, FL. 34984 f/-F� 1 PHONE E-MAIL FAX (772) 785-9888 PWELCHINC®A©L.COM (772) 785-9933 PAUL WELCH, P.E. FL. REG. NO. 29945 MARA 8=1019 : of 9 Sheets e m YeNMeeri'inaixuWAUNmW.4 mmmuum mwxwANiwwv Mp4Mtila.0p4Y MmWW4u1 ww"iW:WYWNVWWYMMu4uu"0.'# mmro;uwam!vedemmv'aia xxwxunv"tavN •••.WwVWwdHu.t+.KKN_ :j Wye. sudynL..M �m w umw'u4miem%rtnavu.Wnsum/Ka:n 65'-4" 18'-2" 13'-8" 116'-8" 20'-0" 4irtrtsYv ptYamY ?Date: s 0311212019 Job No: TESTA Drawn By: TMM Designed By TMM Sheet A-5 �OL 9 Sheets 13'-4" CEILING HEIGHT 11'-0" BOT OF LINTEL 4� HINGES FASTENDED W1114 X 5/8" SHEET METAL SCREWS. CENTER HINGES (4) SCREWS REQ'D. END HINGES (4) SCREWS REQ'D. 2" TALL 20 GA. GALV. STEEL REINF. U—BAR (2) REQ'D PER SECTION FASTENED W/#14 X 5/8" LG. SHEET METAL SCREWS (2) SCREWS REQ D PER STILE BOTTOM ROLLER BRACKET FASTENED W/#14 X 5/8" LB SHEET METAL SCREWS 1�6 CEILING — FINISH WITH 51'8" MOISTURE RESISTANT DRYWALL AND LIGHT TE% URED FINISH. TRUSS TO BEAM — ANCHOR EACH TRUSS TO WALL WITH SEE TITLE SHEET FOR TRUSS CONNECTIONS (PROVIDE VAPOR BARRIER WHERE TRUSS MEETS CONC.) COLUMN- 8" X 8" CONCRETE BLOCK COLUMN WITH POURED CORE AND 15 ROD, VERTICAL WITH 6" EMBEDMENT INTO SLAB/LINTEL PROVIDE STUCCO FINISH ALL AROUND COLUMN TO FOOTING — DOWEL WITH 25" MIN. LAP SP #5 D 6" MIN EMBEDMENT INTO FOOTINGLICE TOP OF GRADE Q i a -- - �" : ° 2—#5 j i SLAB- 4" THK (2500 PSI) "FIBERMESH" REINFORCED FOOTING— CONCRETE SLAB ON 6 MIL POLYETHYLENE VAPOR 16" X 16" MONOLITHIC FOOTING WITH BARRIER, OVER WELL COMPACTED TERMITE TREATED (2) #5 CONTINUOUS RODS. (TYPICAL) CLEAN FILL. (95% DENSITY) SEE 'TYPICAL CORNER BENDS OF REINF" FlBERMESH" ALTERNATE: 6 X6" #10/#10 W.W.M. Front Porch Section Not To Scale EXTERIOR FACE OF WALL SEX 6" P.T. TO HEIGHT OF DOOR SET iINTO OPENING \`� lam! � E3 (MAX. OPENING 16'-0) I GARAGE DOOR HARDWARE 1/2" J—BOLT X 5 1/2" LG ® 2'-0" O.C. Garage Door Anchorage Not To Scale VARIES 2 1/2" 110 'TAPCON" EXTERIOR FACE Residential Garage Door Detail SCREWS ®16" O.C. OF WALL Not To Scale EXTERIOR DOOR MFG. SPEC. 1 " X 6" P.T. BUCK Exterior Door Detail Not To Scale OG" nli=l AO Typical Corner Bends of Reinf. Not To Scale OF" N/CGI AO HOOK TO #5 VERTICAL JCRETE BLOCK STRUCTION ONLY) FOOTING (2) #5 RODS CONTINUOUS Footin CORNER BENDS ® EACH CORNER TO PROVIDE CONTINUITY. FILLED CELL W/ (1) #5 VERTICAL Q. Z g h N 87X BOND BEAM w O m W #5 ROD CONTINUOUS Tvpical Corner Bends of Reinf. (a, BOND BEAM Not To Scale BOND BEAM U � g STD. HOOK � 2 URI .�������� �. .... 4 1 •'� T V ° VERT. REINF. IN GROUTED CELL I S• CLEANOUT REQ'D FOR GROUT LIFT > 5 FT. UNLESS FOOTING DWL. IS NOT REQ'D. 1. '�.. ' • ' . ' ems_; STD. HOOK 2_ . .. n REINFORCING � FOOTING One Story Masonry Wall Not To Scale PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE #114 PORT SAINT LUCIE, FL. 34984 PHONE E—MAIL FAX (772) 785-9888 PWELCHINCQAOL.COM (772) 785-9933 PAUL WELCH, P.E. FL, REG. NO. 29945 Revisions: ff— 03�05 2019 Job No: TESTA Drawn By: TMM Designed By: TMM Sheet Of 9 Sheets r _,,�-3" VTR N SHi SANITARY TO SITE WER SYSTEM. ROOF — STANDING SEAM METAL ROOF WITH PEEL AND STICK TO 5/8" COX PLYWOOD SHEATHING, NAILED WITH 8D RING SHANK NAILS AT 6" O.C. PERIMETER SHEETS, REMAINING SHEETS 6" O.C. AT EDGES & 6" O.C. IN FIELD TO ENGINEERED WOOD TRUSSES AT 24" O.C. DO NOT COUNTERSINK. SEE 'TRUSS PLAN" FROM TRUSS CO. EAVE- 2X4 TRUSS TAIL WITH 1X2 P.T. DRIP EASE ON 2X6 CEDAR FASCIA, GALVANIZED DRIP, AND CONTINUOUS STUCCO SOFFIT. 12 6 SANITARY RISER N.T.S. 14'-0" TOP OF BEAM CEILING— SOFFIT— INSULATE ALL CEILINGS WITH R-20 OPEN CELL FOAM 7/8" LATH & STUCCO SOFFIT AIR VAB ,,,�2" VTR K. SINK SANITARY RISER /S\, N.T.S. ROOF — STANDING SEAM METAL ROOF WITH PEEL AND STICK TO 5/8" COX PLYWOOD SHEATHING, NAILED WITH 8D RING SHANK NAILS AT 6" O.C. PERIMETER SHEETS, REMAINING SHEETS 6" O.C. AT EDGES & 6" O.C. IN FIELD TO ENGINEERED WOOD TRUSSES AT 24" O.C. DO NOT COUNTERSINK. SEE 'TRUSS PLAN" FROM TRUSS CO. EAVE- 2X4 TRUSS TAr1. WITH 1 X2 P.T. DRIP EASE ON 2X6 CEDAR FASCIA, GALVANIZED DRIP, AND CONTINUOUS STUCCO SOFFIT. 12 6 1 10'-0" i TOP OF BEAM CEILING— SOFFIT— INSULATE ALL CEILINGS WITH R-20 OPEN CELL 7/8" LATH & STUCCO SOFFIT 1 -8FOAM AND FINISH WITH 5/8" DRYWALL AND LIGHT TEXTURED FINISH. SANITARY TO SITE WER SYSTEM. Ulu TOP OF BEAM TRUSS TO WALL— TRUSS TO WALL — ANCHOR EACH TRUSS TO WALL ANCHOR EACH TRUSS TO WALL WITH SEE TITLE SHEET FOR TRUSS CONNECTIONS SEE TITLE SHEET FOR TRUSS CONNECTIONS (PROVIDE VAPOR BARRIER WHERE TRUSS MEETS CONC.) (PROVIDE VAPOR BARRIER WHERE TRUSS MEETS CONC.) 8"AX 8 DOUBLE "U" BLOCK WITH (1) j#5 ROD CONTINUOUS 8"AX 8" DOUBLE U" BLOCK WITH (1) 15 ROD CONTINUOUS EXTERIOR/WALL— IN EACH ON 8" X 16" CONCRETE BLOCK WITH POURED CORES EXTERIOR/WALL— IN EACH ON 8" X 16" CONCRETE BLOCK WITH POURED CORES 3/4" STUCCO FINISH AND #5 RODS ® ALL CORNERS AND OPENINGS 3/4" STUCCO FINISH AND #5 RODS ® ALL CORNERS AND OPENINGS 2'-8' O.C. VERTICAL MAX. W/ 6" EMBEDMENT 4'-0O.C. VERTICAL MAX. W/ 6" EMBEDMENT 0 U BLOCK 1 1/2" MIN. COVER. PROVIDE ENG. PRECAST CONC. 0 U BLOCK 1 1/2" MIN. COVER. PROVIDE ENG. PRECAST CONC. LINTELS OVER ALL DOOR AND WINDOW OPENINGS UNLESS LINTELS OVER ALL DOOR AND WINDOW OPENINGS UNLESS NOTED OTHERWISE. NOTED OTHERWISE. FINISH INTERIOR WITH 3/4" STUCCO ON CONCRETE BLOCK FINISH INTERIOR W/ 1/2" DRYWALL OVER 5/8" P.T. FURRING i STRIPS WITH R-4.1 FOIL INSULATION AND 1X6 BASE WALL TO FOOTING— WALL TO FOOTING— #5 DOWEL WITH 25" MIN. LAP SPLICE #5 DOWEL WITH 25" MIN. LAP SPLICE ® EA. VERT. ROD AND 6" MIN EMBEDMENT ® EA. VERT. ROD AND 6" MIN EMBEDMENT TOP OF GRADE ® FOOTING 0' _0" TOP 0F GRADE FINISH FLOOR • , I 'y. " ° " '' FINISH FLOOR Po° I ' ° 0 FOOTING i oFzl�n M . . FOOTING— SLAB— FOOTING— SLAB- 16" X 16" MONOLITHIC FOOTING WITH 6" THK (2500 PSI) FIBERMESH" REINFORCED 16" X 16" MONOLITHIC FOOTING WITH 4" THK (2500 PSI) "FIBERMESH" REINFORCED (2) #5 CONTINUOUS RODS. (TYPICAL) CONCRETE SLAB ON 6 MIL POLYETHYLENE VAPOR (2) #5 CONTINUOUS RODS. (TYPICAL) CONCRETE SLAB ON 6 MIL POLYETHYLENE VAPOR SEE "TYPICAL CORNER BENDS OF REINF" BARRIER, OVER WELL COMPACTED TERMITE TREATED SEE 'TYPICAL CORNER BENDS OF REINF" BARRIER, OVER WELL COMPACTED TERMITE TREATED CLEAN FILL. (95% DENSITY) CLEAN FILL. (95% DENSITY) "FIBERMESH" ALTERNATE: "FIBERMESH" ALTERNATE: 6 X6" #10/#10 W.W.M. 6 X6" #10/#10 W.W.M. JOR PAUL WELCH INC./ Ty_ pical Wall Section Gara" ►cue _ Ty_ pical Wall Section First Floor MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE #114 PORT SAINT MAIL q. 34984 Not To Scale Not To Scale PHONE E-MAIL FAX (772) 785-9888 PWELCHINC®AOL.COM (772) 785-9933 PAUL WELCH,P.E. FL. REG. NO. 29945 .2019 q Revisions: "Date 11, 0310512019 Job No: j TESTA I Drawn By: TMM [ Designed By: TMM S eet A-7 9 Sheets t i i .n�n�nII1111 u9.tl�rnw,wrmwrvnnnNNu mmYrenaurrrmpMmnrv�rvmnnmU+nnnn.wn.w.mrmn 1lnYlxvwN W.wnUnmNuma.mavFawrwmwnn:wnuunwwu�wxuma.9ow11911 R^KtYrexJ+wsuW NI W+wltllrttNwixwvnlYrw,I.weJ: W'Ai 126-08-00 - 75-04-00 _ y _--_ _._..--.. 51-04-00 10-00-00 y 47-00-00 18-04-00 20-00-00 31-04-00 PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE St SUITE #114 PORT SAINT LUCIE, FL 34984 PHONE E-MAIL FAX (772) 785-9888 PWELCHINC®AOL.COM (772) 785-9933 PAUL WELCH, P.E. FL. REG. NO. 29945 J MAR 0 8 2019 r�r \ r~"+1 r'Y"1 a 00 lyunm.mwa�vwuwmnaowum� Date: 03/0.:-/2019 Job No: TESTA Drawn By: TMM Designed By: TMM Sheet A-S . 9 Sheets„ VVA PR0utjNG NOTES: . 1, PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING , WITI•I A CMU, WATER . FINISH „ RESISTANT COATING TO SEAL. THE WINDOW / DOOR CAVITY TO PREVENT 1T FROM, ABSORBING WATER, THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN . FILLED CELL AT. JAMB' BLOCK (TYP) ACCORDANCE WITH THE tv1AN6rACTURER'S RECOMMENt7ATIONS. 'THE APPLICATION OF CMU, ,WATER -RESISTANT dDATINC S THE GMU WATER RESITANT COATING SI:'IALI_ INCLUDE THE 'ENTIRE SURROUND OF TIE WATERPROOFING pIUTE' 1) 1 % w, OPENING SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE- OPENII.10 24•" MINIMUM (SEE h3 • ? EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR P'• 'q' TO BUCK INSTALLATIONS, 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS, EXCEEDING 1/8" BETWEEN• •q ; ° —10 P,T. ' WOOD FIRRING ALL (3) SIDES BUD[( AND MASONRY. 4 CONTINUOUS WOOD TRIM' 3, "PRIOR TO BLICK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD .OF SEALANT BETWEEN ITIE BUCK A14D TIIE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCI(, COMPLETELY SEAT. THE ENTIRE END OF THE WOOD BUCKS WITH CORROSION 'RESISTANT FLASI•IING' SEALANT 'I'0 RESTRICT, THE i'ASSAGE OF LIQUID TI•IROUGH THE CUT ENDS AND TI•IE., PER WATERPROOFING NOTE #2 \`—'Ix6 PIT. WOOD BUCK WITH SEALANT PER : ' ' ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WATERPROOFING NOTE #4 AND ANCHORED TO WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 'APPLY PERIMETER SEALANT'CAUI,K \ ' MASONRY W/ 1-h" CASE HARDENED COIL 4•. PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING -BETWEEN BUCK & WINDOW FRAME, WAILS C12' ;D.C. MAX, SH.ALI. BE SEALED OR SL01'ED IN A MANNER•TO,DIRECT WATER TO THE SURFACE (SEE WATERPROOFING NOTE, #5) SEE WATERPROOFING 1.101.E #6: • OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE, INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL, PAN FLASHING SHALL ANCHOR DOOR"JAMB HEADEW TO MASONRY 11,1 BE -CORROSION RESISTANT, STRICT ACCORDANCE WITH MANUFACTURE'S B, PROVIDE CONTINUOUS 3 8" BEAD OF SEALANT ON WINDOW DOUR I:'RA fES AT ALL PRODUCT APPROVAL INSTALLATION 'REQUIREMENTS. • •' / W I h ' PERIMETER ON FIIONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. B: AFTER,WINDOW/ DOOR INSTALLATION PROVIDE; FOAM SEALANT BETWEEN TI1E PUCK � p �� /� (OR PRECAST SILL) AND TI•IE WINDOW / DOOR TO ENSI,)RE A •WATER RESISTANT 6 T IC C�C.�R L7U�,, K (�1=. 1AI INTERIOR A!R• SEAL AROUND 7HC•: ENTIRE PERIMETER. SCALE: N.T.S. FINISH. ; 1' y— FILLED CELL AT JAMB, BLOCK (TYP) CMU WATER RESISTANT COAT1140 (SEE. WATERPROOFING NOTE J)1) ) ('Z,IN•FULLY DROUTED CELLS ., DJ C[NY TO GARAGE DOOR OPENING.AS SHOWN �, I" 1 ,', •.i ' : d', , ,n wr5t� ,t5', , , dw, If"„' III • •' . i �, , „ 2x6• P.T. (SYP) ,WOOD JAMB I ASTENEb w/ )6°x )1' ' '(S,S. 3oq•) I'ivn KWIK BOLT 3 EXPANSION ANCHOR (OR EQUAL) w/ 2" SQUARE WA5HtA SPACED 016" O.C, MAX, ' ` STEEL TRACK BRAC{(ET5 TO BE FASTENED TO WOOD 2x6 BUCI( vf/ PER GARAGE DOOR. MANUFA6TVRER'S' SPEOIFICATIO14S .(OR AS 140TED BELOW) 01IGD TRACK 0136QRE7S IP q-T, 41�L< $' HIGH DOOR: (7) %1" x 1-96' LONG CORROSION RESISTANT •14EX HEAD' I,AG SCREWS' SPACED PER MANUFACTURER'S ; INSTALLATION INSTRUCTIONS. CORROSION RESISTANT FLASHING a PER WATERPROOFING NOTE #2 10 P.T. WOOD rIRRING ALL (3) SIDES CONTINUOUS CONTINU(DIJS FOAM Ibl'fERIOR AIR ej AND WATER SEALANT PER $' WATERPROOFING {NOTE {.6 • APPLY PERIMETER SEALANT CAULK SEE WATER PROOFING NOTE ;✓Ie BETWEEN BUCK & WINDOW FRAME FILLED CELL 'AT JAMB BLOCK, (TYP) (SEE WATERPROOFING NOTE #5) MARBLE SILT. ANCHOR 1x4 P,T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE.#4 AND ANCHORED / CMU ,WATER 'RESISTANT COATING--- ;� ; ¢, TO MASONRY WITI.1 1-)V CASE HARDENED COIL. MORTAR OR (SEE WATERPROOFINNG NOTE 1) Y. :'6'; o •• (JAILS 012" O:C. MAX. GROUT 1x3 P.T,. WOOD FIRRING ALL (3) SIDES CONTINUOUS 1•' '..` 4 ;a A140HOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT WOOD TRIM APPROVAL INSTALLATION REQUIREMENT'S, W DRYWALL 2x6 P.T. WOOD' BUQI( WITH SEALANT PER ~� APPLY PERIMETER'SEALANT CAULK WATERPROOFIIIIG NOTE #4 AND ANCHORED To ~ BETWEEN BUCK • & WINDOW FRAME MASONRY WITH 4 0 (PFI.1) TAPCONS '@. 3" • FROM END INS2TJiL .. (SEE WATERPROOFING MOTES) ' AND 6" O.C. (STAGGERED) TAPCOJ LENGTHTO 'I " PROVIDE 1-1a" MASONRY EMBEDMENT, -WINDOW FRAME SHOULD BE •CgMPLETLY SEATED ----- - � -' SEE WATERPROOFING ON THE BUCK, 114 NO INSTANCE SHAI.I. THE COR(1O'SIOM-RESISTANT FLASIING-- —'. FRAME OYERHANG THE- MUCK. '-PER WATERPROOFING NOTE •I/2 ANCL•ICR DOOR JAMB •AND HEAbER 'TO 2x BUCK Ihl 61 STRICT .ACCORDANCE WITH MANVFAQTURE'8 • PRODUCT APPROVAL INSTALLATION REOI.IlkEl)1EI\ITS. 70"' , li ly GLASS ,[�c�C � U _fC G �_'_ ,fl . 4 —,._ " _ININ,DOW H_ EADER AM�CD �JA 8� TYP ®U�I� 1��All~w _ " SCALE: N.T.S. :. SCALE: N.T,S. • . , C/ ' ' ',' ��'VALL I'I1YIN3X3 /INSULATION NOTXS • . ' ' , IJ INTERIOR TO BE %," DRYj'VALL FIN[SH., :' ' ' ,.• , • ; • 2) ALL INTER1,OIt GXP5UM BOARD x0 DIG MIN. %" TIH.CIC W1TI•T (13 GAGR, i 3/8" ' ' `' .. ,' LONG, I9/Gd" HEAD; 0,0�9" AIAMETER, ]. %" LONG', ANNULAR -RINGED; 5D ; COOLER NAIL, 0.08E"DIAMETER, 15/8" LONG,1 S/G4" (TEA D; OR GYPSUM AGARD NAl'L, Or086" DI•AMETER,15/8" LpNG; 9/32" 1TEAD) SPAC1 D AT 7" O.C. FOR NAILS ' ;LPf�RGI'' CONSER ' , , , , • , .. .AND 12" A.C. IrpR SCREWS. • .. .. YATIO� N� NHS . •• .. ° 3) .WALLS AT $11OWER TO DE TILE, I'ROVID,IG CEMENT, Ir1BER-CEMENT OlI.GLASS ' 1) RESIDENCE 5[IALL DE 1N ACCORDANCB WITH FLORIDA BUILDING COU.B 2017 2 4 WOOD SUB FASCX MAT GYPSUM D.ACICIRS 1N CONIPLTANCE W1TI[ ASTM C 1288, C 1325, C 11781 0'R . ENERGY CpNSERVATION RESIDENTIAL. ' C 1278 AND INSTALLED IN ACCORDANCE WITF.I MANUFA.CTURERs, Z} CEILING$ Wl'C1T ATTIC SPACES SHALL BE INSULA PED WITH Il•20TNSULATION. " RECOM.MENDATIONS AS DACICEItS FOR WALL TILE 1N TUB AND 9IlOWER 3) ATTIC ACCES$ DObR9 0 R IIATCIIES FROM CONDlTIOND SPACES TO -' AREAS AND WALL PANELS W SHOWEII AREA$, (PER FRC 7Q2.4.1 &FRC 702.4,2). UNCONAITIQOINED SPACES 81IALL DE W EA IIIERSTRLPPEb AND INSULATED TO i %a" LONG X 0.083" SHANK 3C . 4)', "WALL AND CEILING FINISHES S1•IALL HAVE A -SMOKE -DEVELOPED INDEX OF A LEVEL E DIVALENT Tp T'IIE INSULATION ON TIIE SURROUNDING NOT GREATER TITAN 450. SURFACES, A WOOD FRAMED OR EQUIVALENT DAFFLE OR RETAINER I9 0,187" HD RING SHANK NAIL 8) WALL AND CEILING FINISHES SH'AILL HAVE AFLAME=SPREAD REQUIRED TO DE PROVIL)ED WIZEN LOOSE FILL IS INSTALLED, TO PREVENT EST 6". O.C. CLASSIFICATION OF NOT GREATER THAN 200, LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. "Al" -ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS 8hA.LL • 4) THE PUMDING THERMAL ENVELOPE SHALL DE CONSTRUCTED TO LIMIT AIR *— STUGeo SOFFIT HAVE A CRITICALRADIANT FLEX NOT LESS T11AlV O.i2 WATT PER SQUARE L'EATCAGE RV ACCORDANCE WITHTILE REQUIREMENTS R402,44 THROUG11 CENTIMETER. EXPCISED FOAM PLASTIC INSULATION MATE, EXPOSED TO R402.4,4. TILE UNDERSIDE O.F TEL C'ROOFDbCXC OR ON THE AT'T'IC WALLS SHALL S)' THE BUILDING SHALL DETESTED FOR AIR LEI AICAGI IN ACCORDANCE W1TII , C011APLX WlTIfSVbylON FILC3.16,• R402.4.1.2 • :7) PER FRC 702:2.1 ALL GYPSWT BOARD MATERIALS AND ACCESSORIES SHALL 6) :WINDOWS, 80LIGHT8, AND SLIDING GLASS DOORS SHALL HAVE AN AIR CONFORM TO ASTM C 36, C 79, C 476, C 614, C 630, C 931, C 960, C 10921 C 1047, C INFILTRATION RATE DF NO MORE THAN 0.3 CFM PER SQUARE FT, AND 1177, C 1178I C 1.278, C-1395; C 1396 OR C 1.658 AND SHALL D) INSTALLED IN SWINGING DOORS NO MORIG THAN 0,5 CFM PER SQUARE FT AND MUST DE ACCORDANOB WITT-LTHE PROVISIONS OF FRC, AND ADHESIVES FOR TILE '' TESTEO LISTED AND LABELED IN ACCORDANCE WITHT1402.4.3. TNSTALX ATION OF GYPSUM BOARD $HALL CONFORM TO ASTM C 557 7)' CONTRAC'TO)l SHALL PR01'1DE ENERGX PE[iFOR(NANCE LEVEL (EPL) DISPLAY 8) INSULATION MATERIALS,, INCLUDING FACINGS, SUCH AS VAPOR.RE ARDERS ' CARD IN ACCORDANCE WITTY FDC 2011 ENERGY CONSERVATION 11401.3. OR VAPOR PERMEABLE MRBT.uRANES INSTALL'Eb WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLY Est WALL ASSEMBLIES, CRAWL 5.1'ACPS AND ATTICS SHALL HAVE A FLAME 9P.REAf INDEX NOT TO EXCEED 25 .'WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 'WDEN.TPSTPD 1N ACCORDANCE IVITIT ASTM E 84 OR UL 7A3, - - - - �l IFTIT a• nls... 41P.T. WOOD NAILER W- ITH 'A it X 3" .TAPCONS AT 2411 O.C. 1 %a" LONG X 0.083" SHAq. K X — 0.187" LID RING SHANX4I AIL AT 6" O.C, — $OAL_{ : N,T,S. — FASTENERS AS REQUIRED BY WINDOW MAINONOTURER' - = CORROSION RESISTANT FLASHINQ PER WATERPROOFING, NOTE #2 ••-•- CAULK SEAM AT WINDOW INSTALLATION (SEE WATEORO&ING NOTE #5) — CNIU WATER RESIST•AMT COATING (SEE' WATERPROOFING NOTE J/1) —SET SILL- IN FULL MORTAR BED STUCCO OR DECORATIVE CEMrNTITIOUS COATING' —1 FURRING' TO MASONRY 'WALL PRECAST. G(JPICtiE'fE. WIPID.RE51S'fAIN'f.FLU$IN'. ; S11 •AS' MAINUFACTURERD BY CAST-CRETE' (OR EQUAL) PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE #114 PORT SAINT LUCIE, FL 34984 PHONE E—MAIL FAX (772) 785-9888 PWELCHINCOAOL,COM (772) 785-9933 PAUL WELCH, P.E. FL. REG. No. 29945 Sea/ MAR 0 8 2019 ' Revislons,' _,_..._... . ..,. ..., Date: 03/0-/2019 Job No: TESTA Drawn By: TMM Designed By: TMM f Sheet A-9 �Of 9 Sheets q O a 'Revisions: (Date: 0310512019 Job No: TESTA Drawn By: TMM Designed By: TMM Sheet E-1 2 Sheets PANELBOARO 'A" RATED VOLTAGE 120124OV-1 Phase/3W/SN LOCATION Garage RATED AMPS 300 MOUNTING Surface DEMAND KVA 43 DESCRIPTION BREAKER CIR NUM. BREAKER DESCRIPTION TRIP POLE POLE TRIP Panel "P" #3-1 1/4"C. 100 2 1 2 2 100 Panel "G" #3-1 1/4"C. 3 4 Receptacles - GFI #12-1/2"C. 20 1 5 1 6 1 20 Receptacles - GFI #12-1/2"C. Receptacles - GFI #12-1/2"C. 20 1 7 8 2 60 AHU-1 #6-1'"C. Range #8-3/4"C. 50 2 9 10 11 12 2 40 CU-1 #8-3/4"C. Receptacles - GFI #12-1/2"C. 20 1 13 14 Receptacles - GFI #12-1/2"C. 20 1 15 16 1 20 Lighting/Receptacles - AFI #12-1/2"C. Receptacles - GFI #12-1/2"C. 20 1 17118 1 20 Lighting/Receptacles - AFI #12-1/2""C. Receptacles - GFI #12-1/2"C. 20 1 19120 1 20 Lighting/Receptacles - AFI #12-1/2"C. Refrigerator #12-1/2""C. 20 1 21 22 1 20 Lighting/Receptacles - AFI #12-1/2"C. Double Oven #8-3/4"C. 50 2 23 24 1 20 Lighting/Receptacles - AFI #12-1/2"C. 25 26 1 20 Lighting/Receptacles -AFI #12-1/2"C. Dishwasher #12-1/2"C. 20 1 27 28 1 20 Lighting/Receptacles - AFI #12-1/2""C. Disposal #12-1/2"C. 20 1 29 30 1 20 Lighting/Receptacles - AFI #12-1/2"C. Washer #12-1/2"C. 20 1 31 32 1 20 Lighting/Receptacles - AFI #12-1/2"C. Dryer #8-3/4"C. 40 2 33 34 1 20 Lighting/Receptacles - AFI #12-1/2"C. 35 36 1 20 Lighting/Receptacles -AFI #12-1/2"C. Smoke/CO Detectors #14-1/2"C. 15 1 37 38 1 20 Lighting/Receptacles - AFI #12-1/2"C. Refrigerator #12-1/2"C. 20 1 39 40 1 20 Lighting/Receptacles - AFI #12-1/2"C. Refrigerator #12-1/2"C. 20 1 41 42 1 20 Lighting/Receptacles - AFI #12-1/2"C. Range Hood and Light #12=1/2"C. 20 1 43 44 2 30 Water Heater #10-1/2"C. Receptacles - GFI #12-1/2"C. 20 1 45 46 Receptacles - GFI #12-112"C. 20 1 47 48 1 20 Garage Door Opener #12-1/2"C. Receptacles - GFI #12-1/2"C. 20 1 49 50 1 20 Microwave #12-1/2"C. Receptacles - GFI #12-1/2"C. 20 1 51 52 1 20 Receptacles - GFI #12-1/2"C. Spare 1 20 1 53154 1 20 Spare PANELBOARD "P" RATED VOLTAGE 120124OV-1 Phase/3W/SN LOCATION Rear Porch RATED AMPS 100A MAIN BRKR. MOUNTING Surface DEMAND KVA - DESCRIPTION BREAKER CIR NUM. BREAKER DESCRIPTION TRIP POLE POLE TRIP Sprinkler Pump #10-1/2"C. 30 2 1 2 2 30 Pool Pump #10-1/2"C. 3 4 Landscape Lighting #10-1 "C. 20 1 5 6 1 20 Receptacles - GFI #12-1/2"O. Landscape Lighting #10-1 "C. 20 1 7 8 2 60 Pool Heat #6-1 "C. Salt System #12-1/2"C. 20 1 9 10 Spare 20 1 1 11 12 1 20 Receptacles - GFI #12-1/2"C. Spare 20 1 13 14 1 20 Spare Spare 20 1 15 16 1 20 Spare Spare 20 1 17118 19120 21122 23 24 25 26 Feed From Gen Set #3-1 1/4C. 100 2 27 ze 29 30 J u a' PANELBOARD "G" RATED VOLTAGE 120124OV-1 Phase/3W/SN LOCATION Garage RATED AMPS 100A MAIN BRKR. MOUNTING Surface DEMAND KVA - DESCRIPTION BREAKER CIR NUM. BREAKER DESCRIPTION TRIP POLE POLE TRIP Receptacles - GFI #12-1/2"C. 20 1 1 2 2 60 Lift #6-1 "C. Receptacles - GFI #12-1/2"C. 20 1 3 4 Receptacles - GFI #12-1/2"C. 20 1 5 6 2 60 Lift #6-1"C. Receptacles - GFI #12-1/2"C. 20 1 7 8 Refrigerator #12-1/2"C. 20 1 9 10 2 60 Future AHU #6-1 "C. Compressor #8-3/4"C. 50 2 11 12 13 14 2 40 Future CU #8-3/4"C. Spare 20 1 15 16 Spare 20 1 17 18 Spare 20 1 19 20 21 22 23 24 25 26 27 28 29 30 300A METER D HANDHOLE OR TERMINATIONS FOR ROVIDED & INSTALLED 2 1/2" PVC CONDUIT WITH (3)-250 KCM THWN CU ATS u ATS I 200A 200A SERVICE LOAD CALCULATION Optional Method CODE RULE LOAD DESCRIPTION 11NF 220,32 General Lighting Load = 3W/Ft x 5,887 17661 17,661 220.30 Small Appliance = 2 x 150OW 3,000 3,000 Laundry Circuit 1,500 1,500 220.30 Double Oven 12KW 12,000 8,400 Dishwasher 1.4 KW/120 Volt 1,400 1,400 Clothes Dryer 5 KW/240 Volt 5,000 3,500 Disposal .864 KW/120 Volt 854 854 Range/Oven 12KW 12,000 8,400 AHU Fans 6,000 Water Heater 4,500 Lifts 12,000 Compressor 5,000 Pool Equipment 12,000 Total "Other Load" 92,915 44,715 APPLICATION OF DEMAND FACTORS First 1OKW of "Other load" ® 100% 10,000 10,000 Remainder ® 40% 33,166 13,886 APPLICATION OF DEMAND FACTORS 220,21 Heating or Air Conditioning 15,668 220.30(4) (Air Conditioning neglected) Heating 24KW ® 65% Service Load 58,834 23,886 SELECTION OF SERVICE EQUIPMENT TABLE 310.16 1. Service Rating: 58,834/240V = 246 Amps Neutral: 23,866/240V = 100 Amps 250.23 2. Service entrance conductors: (2) SETS (3) 3/0 THWN CU 230.90(a) 3. Overcurrent protective device and disconnect: use 300 Ampere device NOTES: NO. DESCRIPTION 1 ALL CIRCUITS SUPPLYING GENERAL PURPOSE OUTLETS IN FAMILY, DINING, LIVING, LIBRARY, DEN, BEDROOMS, SUNROOM, REC ROOM, CLOSETS, HALLWAYS, AND SIMILAR ROOMS. SHALL BE PROTECTED BY A LISTED ARC FAULT CIRCUIT INTERUPTER IN ACCORDANCE WITH NEC 210.12.(B) UNLESS GROUND FAULT PROTECTED. 2 ALL OUTLETS ARE TO BE LISTED TAMPER RESISTANT IN ACCORDANCE WITH NEC 406.11. 2 1/2" PVC CONDUIT WITH (3)-250 KCM THWN CU (1)-#4 THWN CU "A" 300A 100 100 1 1/4" PVC CONDUIT WITH r 1 1/4" PVC CONDUIT WITH (3)-13 THWN CU AND / (3)-#3 THWN CU AND (1)-18 THWN CU BOND / (1)-#8 THWN CU BOND 1" PVC CONDUIT WITH #2 CU GIRD. TIED TO 5/8" x 10'-0" GEN. CONTROL WIRES CU GIRD. ROD, BUILDING STEEL AND COLD WATER PIPE Electrical Riser PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 120/24OV-1Phose/3w/SN 1984 S.W. BILTMORE ST. SUITE #114 PORT SAINT LUCIE, FL. 34984 PHONE E-MAIL FAX (772) 785-9885 PWELCHINC®AOL.COM (772) 785-9933 PAUL WELCH, P.E. FL. REG. NO. 29945 „P„ 1ODA G 1 Date:03/05/2019 Job No: TESTA Drawn By: TMM Designed By: TMM ............. pSheet E2 Of 2 Sheets Date:0310512019 Job No: TESTA Drawn By: TMM Designed By: TMM (Sheet M-1 1 Sheet -------- —---------------------------- _—_—---- —--------- --------- ___—_---------------------- _--- -- ---- —1 -- ------------_--_------____—_--_-------____—_____--_--_—_--__--____--.._—__.._—_a oe ------------— — — — — — — — — — — — — — — — T ------ 1 6-4 ol I I O 1 ------------------ -------- 1`---fir------------------------------ 1 ol J/ I O' f--------- -------------"----------------------------- t—^—� I 4 le 1 L-------------- ...-------- — -- ----- vk r0l LP Revisions: / 1 Or , / 1 ♦ ♦ , / 1 `♦` i C P�Cl CJ l (-nt i : ' ' : '�' `'`\ ' ,%` '.�\ /: `\�` ♦�� ; 0ate:02 /19 2019 --- ------------ —--------------------------------------------------- -------- Job No: �-• --__ \ \.� t `. � TESTA FRECEIVED Drawn By: TMM 1 1 `♦` I AR 13 7;9 Designed By. e:ef'plRClnc f 9 TMM � -----------------------` iaEi7lty,F' --a 1 1 Seal Sheet SCANNED BY St. Lucie County 1 1 M 1 1 '--------------------------- ----------- —------------- —----------------- — -, Of 1 Sheet FILE COPY PROJECT INFORMATION DESIGN PARAMETERS; Florida Building Code (6TH EDITION 2017) Florida Residential Code (6TH EDITION 2017) Florida Plumbing Code (6TH EDITION 2017) JURISDICTION: Florida Mechanical Code (6TH EDITION 2017) St. Lucie County Florida Fuel Gas Code (6TH EDITION 2017) National Electric Code (NFPA 70 2014) 2017 Florida Accessibility Code Florida Energy Code (6TH EDITION 2017) Building Design: Utilimate Wind Speed. Nominal Design Wind Speed: Building Risk Category: Wind Importance/Use Factor: Internal Pressure Coefficient: Building Height: Roof Overhang: Roof Pitch: Exposure: Impact Protection: CONSTRUCT NEW RESIDENCE PER PLANS Enclosed 160 124 mph 1 6:12 B New Impact -Rated Glass NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 17(6TH EDITION), AND THE FBC 17 RESIDENTIAL, 2017 PLUMBING CODE, 2017 MECHANICAL CODE AND THE NEC (NFPA 70) 2014 EDITION. NOTES THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, SPECIFICATIONS, ETC. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC 2017 EDITION Product Approval Submittal Affidavit PERMIT if BUILDING ADDRESS: . Opening Schedule: Swing Doors, Overhead Door&, Sliding Doors, Fixed Glass, Windows and SWIghts OPENING ID FLI OR PRODUCT MODEL I MANUFACTURER GLASS DESCRIPT. ATTACHMENT METHOD TYPE, SIZE, SPACING do BUILDING PRODUCT NOAjf EMBEDMENT FROM CORNER/ DESIGN DISTANCE D.C)STANCE PREESIGN SSURE PRESSURE SH NOAJ SH PVC SH-5500 PGT IMPACT 3/16" x 1 1/4" MIN. EMBED TAPCONS O SEE +/--55 PSF WINDOW 17-0630.05 WINDOW 2" / 16" O.C. ELEVATIONS FIXED NOAj FIXED PVC PGT IMPACT 3/16" x 1 1/4" MIN. EMBED TAPCONS O SEE +/--60 PSF WINDOW 17-0814.09 WINDOW 6" / 18" O.C. ELEVATIONS SLIDING GLASS NOAJ SLIDIi>G GLASS SGD-770 PGT IMPACT 3/16" x 1 1/4" MIN. EMBED TAPCONS O SEE +/--55 PSF DOOR 15-121o.ol DOOR 2" / 16" O.C. ELEVATIONS SWING FLI SWING - PLASTPRO NA 2 i12" 110 "TAPCON" SEE +/-50 PSF DOOR 17184.7 DOOR SCREWS O 18" O.C. ELEVATIONS OVERHEAD NOAJ OVERHEAD - CLOPAY NA 1/2" J-BOLT X 5 1/2" LG SEE +38/-42 DOOR 17-080928 DOOR O 2 -0" O.C. ELEVATIONS pSF ROLL -UP NOA/ OVERHEAD COMM. 300 JANUS NA 1/2" J BOLT X 5 1/2" LG SEE +38/-42 DOORS 08-1204.04 DOOR O 2'-Om O.C. ELEVATIONS pSF PRODUCT MODEL j MANUFACTURER GLASS DESCRIPT. ATTACHMENT METHOD TYPE, SIZE, SPACING do BUILDING PRODUCT EMBEDMENT do STIFFENER ETC. DESIGN DESIGN PRESSURE PRESSURE NOA/ 15-0309.10 5 V CRIMP EXP. SEAM VMAX NA PANEL FASTENER: 110 x 1 1/2" WDODZAC WITH SEALING WASHER IN PANEL, 1/4" MINIMUM -62.8 -108.5 24 C.A CTHROUGH TONORROSION RESISTAhm FASTENERS BE INSTALLED AT 12' O.C. PARALLEL TO ROOF SLOPE. 1 HAVE REVIEWED THE ABOVE PRODUCT APPROVALINFORMATION AND APPROVE iT. NAME: PAUL WELCH P.E., CERTIFICATION NUMBE : 29945 TRUSS CONNL(; I UK SGHLUULE TRUSS ID BEARING POINT TRUSS ACTUAL. CONNECTOR CONNECTOR F4STENERS- NOTES UPLIFT ID UPLIFT DESIGN T09 4,115 (1)-HGT2 10,980 (16)-10d 3 PLY 2O & ,'2)-3/4" AB T10 1,881 (1)-MGT 3,965 (22)-10d x 1 1/2" 2 PLY O & (1)-5/8" AB PIGGY BACK TRUSSES CONT. 100# PLF (-)-MTS i6 1,000 14 102" ( )-d x 1 i/ 1) ® ENDS &4' 0. VALLEYS CONT. 100# PLF (-)-MTS 16 1,000 (14)--1Od x 1 1/2" 1D 1) ® ENDS &4'0. ALL OTHERS AT CBS BEARING LESS THAN 1,8001 EACH <1,800# (i)-HETA 20 1,810 9 10d 2 ()- x 1 1/" AT CBS BEARING ALL OTHERS AT FRAME BEARING LESS THAN 1,000j EACH <1,000# (1)-MTS 16 1,000 10d x 1 i 2 ( 14 / )" AT FRAME BEARING TRUSS CO. BUILDERS LAYOUT DATE 1112912018 CUT SHEET DATE 1112912018 FIRSTSOURCE O VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)-#9 SO x 2 i12" TO SUPPORTING TRUSS AND (3)-#9 SD x 1 1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. ZO USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" EMBEDMENT FOR ANCHOR BOLTS (AB) NOTE: ALL STRAPPING TO BE SIMPSON STRONG TIE AS SPECIFIED 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 SCHEDULE FOR TRUSS TO WALL CONNECTIONS. HOUSE LINTEL SCHEDULE A LINTEL j LD0M/IYPE SAFE GRAVITY VD APPLIED EGAD SAFE LOAD APPLIED LOAD COMPOSITE BEAM L-1 7'-10" 94" U-LINTEL 1,843 600 1,136 200 8F16 18-1T L-2 3'-8" 44" U-LINTEL 6,113 700 3,060 200 BF16 1B-iT L-3 5'-6" 66" U-LINTEL 4,360 100 2,080 100 8F16 iB-IT L-4 6'-4" 76" U-LINTEL 3,480 2400 1,868 900 BF16 1B-IT L-5 3'-8" 44" U-LINTEL 6,113 200 3,060 40 BF16 18-17' L-5 3'-8" 44" U-LINTEL 6,113 200 3,060 40 8F16 1B-IT L-7 3'-8" 44" U-LINTEL 6,113 200 3,060 40 5F16 1B-iT L-8 14'-4" 172" U-LINTEL 1,370 200 520 40 8F16 iB-IT L-9 9'-4" 112" U-LINTEL 11533 1200 916 400 8F16 1B-IT L-10 13'-4" 160" U-LINTEL 1,075 950 607 300 BF16 1B-IT L-11 9'-4" 112" U-LINTEL 1,533 50 916 50 8F16 1B-IT L-12 11'-4" 136" U-LINTEL 1,366 1200 800 350 8F16 1B-iT L-13 4'-4" 48" U-LINTEL 6,113 50 3,060 50 BF16 iB-IT L-14 3'-8" 44" U-LINTEL 6,113 1000 1 3,060 350 8F16 iB-IT L-15 4'-8" 56" U-LINTEL 5,365 150 2,276 50 8F76 1B-iT L-16 4'-8" 56" U-LINTEL 5,365 100 2,276 50 8F16 1B-IT L-17 4'-8" 56" U-LINTEL 5,365 200 2,276 50 8F76 18-1T L-18 5'-4" 64" U-LINTEL 5,365 200 2,276 50 8F16 1B-lT L-19 3'-8" 44" U-LINTEL 6,113 1 200 3,060 50 8F16 18-1T L-20 4'-4" 52" U-LINTEL 6,113 175 2,707 50 BF16 1B-1T L-21 19'-4" 232" U-LINTEL 750 700 348 200 8F16 1 B-2T L-22 4'-8" 56" U-LINTEL 5,365 100 2,276 50 8F16 18-1T L-23 4'-8" 56" U-LINTEL 5,365 100 2,276 50 BF16 18-1T L-24 3'-8" 44" U-LINTEL 6,113 1200 3,060 350 8F16 1B-IT L-25 8'-0" 96" U-LINTEL 1,843 1200 1,135 350 8F76 1B-IT L-26 6'-0" 72" U-LINTEL 2,177 100 1,407 50 8F12 1B-iT L-27 10'-7" 127" U-LINTEL 945 100 504 50 8F12 18-iT L-28 9'-8" 115" U-LINTEL 1,052 100 575 50 BF12 1B-iT L-29 6'-3" 75" U-LINTEL 2,177 100 1,407 50 8F12 18-1T L-30 14'-8" 176" U-LINTEL 1,370 300 520 100 8F16 18-27' L-31 18'-8" 224" U-LINTEL 750 400 348 100 BF16 1B-1T L-32 13'-10" 166" U-LINTEL 1,002 80 560 50 BF16 iB-IT L-33 21'-4" 256" U-LINTEL 598 250 307 75 8F16 iB-IT L-34 21'-4" 256" U-LINTEL 598 250 307 75 8FI6 18-1T L-35 13'-4" 160" U-LINTEL 1,075 180 607 80 8F16 1B-IT L-36 13'-4" 160" U-LINTEL 1,075 180 607 80 8Fi6 16-IT L-37 13'-4" 160" U-LINTEL 1,075 180 607 80 8FI6 1B-1T L-38 4'-8" 56" U-LINTEL 5,365 765 2,276 236 BF16 iB-IT L-39 10'-0" 120" U-LINTEL 1,533 506 916 288 8F16 1B-IT L-40 17'-0" 204" U-LINTEL 950 180 405 52 8F16 18-1T L-41 9'-10" 118" U-LINTEL 1,533 506 916 288 8Fi6 iB-iT L-42 7'-10" 94" U=LINTEL 752 600 591 200 8F8 1B-iT ALL LINTELS SHALL BE CASTCRETE OR EQUAL. PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE #114 PORT SAINT LUCIE, FL. 34984 PHONE E-MAIL FAX (772) 785-98BB PWELCHINCOAOLCOM (772) 785-9933 PAUL WELCH, P.E. FL. REG. NO. 29945 Seal 11 File siio 1d 1EI1 p3� pb►� F A� ICoMpLI GE TY Revisions: 05/03/2019 A0711112019 i k t 3 ij i i 1 i i' Date:03/05�no 19 I Job No: TESTA r Drawn By: TMM Designed By: TMM Sheet 'JUM NI BY St. LUCie ( TITLE JUL 1 12019 ji kl Can :(P)q 2-y 39 Gir+i % C Xj9ci;�, 1Zxlxi Rr 1►V ►mac W(O wfo)(4 (ox►v� 4XT;NA I2X 8x7 CdBG 12xZfi I�14i'�YW4Kiraigi5"K4'4'aiF.. Ao FOR CONTINUATION SEE SHEET A-4 15'-2" I 3 (V p ® 2 8x12 CONCRETE COLUMN, TYP. 10 7 O 10'-0"JE'1�— —0 -- — -- O I n v 00 I 14'-8" v o Ty/ L-9 N — 8 8 SL. GL. DR. � o 0 f / 10'-0" CEILING �I MASTER BEDROOM 14-6 x 19-4 ll'—O" CEILING o RAISED CEILING 1 N 18'-2" REAR PORCH 33-4 x 17 10'-0" CEILING -4" 13, 7'-0" v n2 0 N 2'-2" 11'-6" 2 BF 54" WALL _1 a o GLASS AE 2 8 FR. BATH 2 HORIZ. ROLLER 11-8 x 6 0 0 10'-0" CEILING 0 0 OD 1 10'-0" CEILING 0 r --------------------� I I 116'-8" 8'-4" 11'-4" ----------- -13 H-33 3 WIC 5 x 6a28PO. L O(n 6'-0" N�a nwo I in ------ 12 8 PO. SL. GL. DR, ° 10'-0" CEILING ,Co3 1 00{/IHALLWAY I I &`-----------1REF. 110'-0" CEILING1DW ,/ --- WIC---i/ 1 KITCHEN i-- 5 x 6-8 11,-8"\`I L-/J11 x 21-10r----� I/ 10'-0" CEILING_LIVING _ - _ - _ I o — _ _� 0 _ _ _ — I i i 1 BEDROOM_— _ _ — _ 20-10 X 20 �\ I iNL____J 11-8 X 12 ATTIC ACCESSI 10'-0" CEILING w(Q N/ISLAND �.._2 8.(=nW11'-0" CEILING `/ 4 x 12 HOOD WITH 1RAISED CEILING r---L_ ---<THRUEXHAUROOFST P 1 In ° i 15'-6" i I 6'-8" Ld -2 I \ 4 -0 5-0 -8 12-4 / I `\ OVENSWO I\ 28 HC.QL_____________� __ _________J Ij v\O j \ I /�n\0 8 BF N54" WALL Wt 10'-0" CEILING / \\`\ e orIGLASS ABOVE o ° r----------- a/ ,T\ 2 `\\ 2 8 HC.2'— (0 3 %00% I : \ " BATH k a 0 / M % I "l N___ I\ I a 0 12-10 x 6 B Co e 0 2 8 SC. ,/ / j iv \\ ----- ---_N I`\\2 8 HC. 10'-0" CEILINH4 L. °V WIC 2 8 P0.---------f----- I `\1 5-6x8110'-0" CEILING // I \ I SAxTfi8`0 / I i I \ , 1 b'—O" CEILI G`1 / I / I \ N1 AAAHHHUUUFE: 117 1 2 8 PD. a " / 1 / ` I I 5'-8" \ 3'-10" 13'-10"6'"4'-0" 1 1'-8 / / 8'-6" 1 5' \ 6'-4" - o/ATTIC ACC�SS FOYER ` \ a o L_______J LAUNDRY2 8 P0. i ;/ i W/ PULL 1DN i 8-6 x 6-4 / \\ \\ HAiJ,WAY 2 8 PO. 12—fO x 8 I - / I STAIRS 1 / / \ ` 10'-0" NILING /'2'-0" CEILING / \ STUDY \10'-0" CEILING ea/ / \/, 11 x 12-02 8 HC. i WIC . 1 / /0'-0" CEILINGx 7-8 I � I \ \ WC----T/----10'-0„ CEILING Li ° ° ,!/ ° ° `\`\i5 X L�S2 2B8 PO. � --- ° 5-6 x 4\10 0" CEILING—---------------- -------- / MIRROR 2 8 P0. L/1\`\\\\ 1 0 0MASTER BATH/ o ¢ ,� \1 \y 3 8 SC.°14613-0 / DRESSING /SAFE / °° L O(n 6'-0" N�a nwo I in ------ 12 8 PO. SL. GL. DR, ° 10'-0" CEILING ,Co3 1 00{/IHALLWAY I I &`-----------1REF. 110'-0" CEILING1DW ,/ --- WIC---i/ 1 KITCHEN i-- 5 x 6-8 11,-8"\`I L-/J11 x 21-10r----� I/ 10'-0" CEILING_LIVING _ - _ - _ I o — _ _� 0 _ _ _ — I i i 1 BEDROOM_— _ _ — _ 20-10 X 20 �\ I iNL____J 11-8 X 12 ATTIC ACCESSI 10'-0" CEILING w(Q N/ISLAND �.._2 8.(=nW11'-0" CEILING `/ 4 x 12 HOOD WITH 1RAISED CEILING r---L_ ---<THRUEXHAUROOFST P 1 In ° i 15'-6" i I 6'-8" Ld -2 I \ 4 -0 5-0 -8 12-4 / I `\ OVENSWO I\ 28 HC.QL_____________� __ _________J Ij v\O j \ I /�n\0 8 BF N54" WALL Wt 10'-0" CEILING / \\`\ e orIGLASS ABOVE o ° r----------- a/ ,T\ 2 `\\ 2 8 HC.2'— (0 3 %00% I : \ " BATH k a 0 / M % I "l N___ I\ I a 0 12-10 x 6 B Co e 0 2 8 SC. ,/ / j iv \\ ----- ---_N I`\\2 8 HC. 10'-0" CEILINH4 L. °V WIC 2 8 P0.---------f----- I `\1 5-6x8110'-0" CEILING // I \ I SAxTfi8`0 / I i I \ , 1 b'—O" CEILI G`1 / I / I \ N1 AAAHHHUUUFE: 117 1 2 8 PD. a " / 1 / ` I I 5'-8" \ 3'-10" 13'-10"6'"4'-0" 1 1'-8 / / 8'-6" 1 5' \ 6'-4" - o/ATTIC ACC�SS FOYER ` \ a o L_______J LAUNDRY2 8 P0. i ;/ i W/ PULL 1DN i 8-6 x 6-4 / \\ \\ HAiJ,WAY 2 8 PO. 12—fO x 8 I - / I STAIRS 1 / / \ ` 10'-0" NILING /'2'-0" CEILING / \ STUDY \10'-0" CEILING ea/ / \/, 11 x 12-02 8 HC. i WIC . 1 / /0'-0" CEILINGx 7-8 I � I \ \ WC----T/----10'-0„ CEILING Li ° ° ,!/ ° ° `\`\i5 X L�S2 2B8 PO. � --- ° 5-6 x 4\10 0" CEILING—---------------- -------- / MIRROR 2 8 P0. L/1\`\\\\ 1 0 0MASTER BATH/ o ¢ ,� \1 \y 3 8 SC.°14613-0 / DRESSING /SAFE / °° ° i 15'-6" i I 6'-8" Ld -2 I \ 4 -0 5-0 -8 12-4 / I `\ OVENSWO I\ 28 HC.QL_____________� __ _________J Ij v\O j \ I /�n\0 8 BF N54" WALL Wt 10'-0" CEILING / \\`\ e orIGLASS ABOVE o ° r----------- a/ ,T\ 2 `\\ 2 8 HC.2'— (0 3 %00% I : \ " BATH k a 0 / M % I "l N___ I\ I a 0 12-10 x 6 B Co e 0 2 8 SC. ,/ / j iv \\ ----- ---_N I`\\2 8 HC. 10'-0" CEILINH4 L. °V WIC 2 8 P0.---------f----- I `\1 5-6x8110'-0" CEILING // I \ I SAxTfi8`0 / I i I \ , 1 b'—O" CEILI G`1 / I / I \ N1 AAAHHHUUUFE: 117 1 2 8 PD. a " / 1 / ` I I 5'-8" \ 3'-10" 13'-10"6'"4'-0" 1 1'-8 / / 8'-6" 1 5' \ 6'-4" - o/ATTIC ACC�SS FOYER ` \ a o L_______J LAUNDRY2 8 P0. i ;/ i W/ PULL 1DN i 8-6 x 6-4 / \\ \\ HAiJ,WAY 2 8 PO. 12—fO x 8 I - / I STAIRS 1 / / \ ` 10'-0" NILING /'2'-0" CEILING / \ STUDY \10'-0" CEILING ea/ / \/, 11 x 12-02 8 HC. i WIC . 1 / /0'-0" CEILINGx 7-8 I � I \ \ WC----T/----10'-0„ CEILING Li ° ° ,!/ ° ° `\`\i5 X L�S2 2B8 PO. � --- ° 5-6 x 4\10 0" CEILING—---------------- -------- / MIRROR 2 8 P0. L/1\`\\\\ 1 0 0MASTER BATH/ o ¢ ,� \1 \y 3 8 SC.°14613-0 / DRESSING /SAFE / °° x 10'-0" CEILING / 4-8 x 3-8 /6-4 x 4-0 54" WALL 2'-4" //10'-0" CEILING ,L9 GLASS gBOYE 0 02 XX8-4 8 HC 1 0 01LIN. k4GL.�\ 21 x,�1 SH—H-35 / \ `\\ I oHo 1-N !0 TUB ` 6-6 x 4 m 6'-0" -1 I 7'-10" PR3BFR. 72x16 CLERESTOR WINDOW (FIXED) 4 o 0 0. 0 0 ENTRY 7-10 x 6 (2) SH-25 `� SH—H-35 12'-0" CEILING 2 16'-8" 8x8 CONCRETE FRONT PORCH COLUMN, TIP. 31-2 x 7 FRONT PORCH `\ / I \ GARAGE 12'-0" CEILING \ , I F---------, \ ATTIC ACCESS I `N 24 x 24 ------------------------------------- 1 — \ ------------ W/ PULL DN 1N-0" CEI{ I I71 I LSTAIRS ----J ¢ O O N I I 10'-7" 9'-8" 5'-7" 1 I , 20'-0" N1 ----BREEZEWAY—¢20x8 co 10'-0" CEILING i0 I O I a 0) N I io Co 7.2 0„ A¢ 3'-8" /T. 3'-4" \\ SLOPE 2" - \ \ FXD. —25 ------------------------------------------------ ----- -8" ® 15'-4" 00 in 13'-0" 00. v I O I N N O ro I 31'-4" 2'-4" 12'-0" ---- ----------o--o----------------- ---- 12 12 OH GARAGE DOOR 12 1200H GARAGE DOOR 3 " 12'-0" First Floor Plan SCALE. 1/4" = 1'-0" Square Footage Living Area (AIC) 2,986 SqlFt Front Porch 265 SqlFt Rear Porch 635 S /Ft Garage 627 Sq1Ft Work Shop 1,295 Sq1Ft Equipment ad 170 SqlFt Breezeway 160 SqlFt Total Area 1 6,138 Sq/Ft Conditioned Volume 131,177 Cu F (1) - #5 REBAR, L.T. N rAMC ACCESS W/ PULL ON 1 STAIRS ------ j' WORK SHOP 30 x 40 14`--O" CEILING 'v7 17'-0" 10 12 12 OH GARAGE DOOR ------- 3 2'-8" 12'-0" 2'-4" 31'-4" a +v h I 8" r Garage Curb Detail Not To Scale PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE #114 -PORT SAINT LUCIE, FL. 34984 PHONE E—MAIL FAX (772) 785-9888 PWELCHINC®AOLCOM (772) 785-9933 PAUL WELCH, P.E. FL. REG. NO. 29945 Seal_,-......�..._.M.. I MAY 0 7 204 CODE OUT S e ILE Revisions: 04/04/2019 05/06/2019 w Date:0311212019 Job No: TESTA f Drawn By: TM Designed By: TMM Sheet --SCANNED - BY St. Lucie County A-1 i 1903 -U3/� Of 9 Sheets - 16" HIGH X 36" I PAD FOOTING WIT1 BOTHWAYS, BOTTO 12x12 CONCRETE COLUMN, TYP ® 1 A l\ i ll ii First Floor Plan o 27.5 -29.3 —_--------------------r ----- 2. -30.0 27.6 -30.0 10'-0" Il TOP OF LINTEL 12 6 F IWJI CEILING — FINISH WITH 5/8" MOISTURE RESISTANT DRYWALL 1'-8" AND LIGHT TEXTURED FINISH. TRUSS TO LINTEL — ANCHOR EACH TRUSS TO WALL SEE TITLE SHEET FOR TRUSS CONNECTIONS (PROVIDE VAPOR BARRIER WHERE TRUSS MEETS CONC.) COLUMN- 12" X 12" CONCRETE BLOCK COLUMN WITH POURED CORE AND (4)-/5 ROD, VERT1" WITH 6' EMBEDMENT INTO SLAB/LINTEL PROVIDE STUCCO INIS14 ALL AROUND COLUMN TO FOOTING — AND 65 MIN EMBEDMENT INTO FOOTING LICE TOP OF GRADE SLAB- 4- THK (2500 PSI) "FIBERMESH" REINFORCED FOOTING — CONCRETE SLAB ON 6 MIL POLYETHYLENE VAPOR BARRIER, OVER WELL COMPACTED TERMITE TREATED 16" HIGH X 36" SQUARE POURED CONCRETE CLEAN FILL. (95% DENSITY) PAD FOOTING WITH (5)-150 REBAR FlBERMESH" ALTERNATE: BOTHWAYS, BOTTOM. 6 X6 110/#10 W.W.M. 27.5 -29.8 eal (Revisions: Q0510612019 Date, 0311212019 Job No: TESTA Drawn By: TMM Designed By: TMM sheet Right Side Elevation PAUL WELCH INC, SCALE: 1/4" = 1'-0" W/0 GARAGE MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE J/114 �_ A -4 PORT SAINT LUCIE, FL. 34984 - PHONE E-MAIL FAX (772) 785-9888 PWELCHINCDAOL.COM (772) 785-9933 PAUL WELCH, P.E. FL. REG. NO. 29945 -_ - MAY 0'-T 2019 Of 9 Sheets 'r - - --------- - f'Revisions: A0510612019 Date: 0311212019 Job No: TESTA Drawn By: TMM Designed By: TMM fpSheet E- I Of 2—Sheets