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HomeMy WebLinkAboutConstruction Plansr Ca N tYA O C) 00 O N as LEGAL DESCRIPTION: PARCEL ONE: LOT 16, BLOCK 16, RIVER PARK, UNIT TWO, ACCORDING TO THE PLAT THEROFA5 RECORDED IN PLAT BOOK 105 PAGE 723 OF THE PUBLIC 9ECOR05 OF 5T, LUCIE COUNTY, FLORIDA. AND PARCEL TWO: THAT PORTION OF THE NE %q OF 5ECTION 21, TOWN5HIP 36 SOUTH, RANGE 40 EA5T, BOUNDED ON THE SOUTH BY THE WE5TERLY EXTEN51ON OF THE NORTHERLY RIGHT -OF WAY OF BEACH AVENUE A5 SHOWN ON THE PLAT OF RIVER PARK UNIT 2, BOUNDED ON THE EAST BY THE EAST LINE OF 5AID 5ECTION 21, AND BOUNDED ON THE NORTH AND WEST BY THE NORTH FORK OF THE 5T. LUCIE RIVER, 5T. LUCIE COUNTY, FLOR10A. Project Data: Address: 581 Beach Avenue Port St. Lucie, FL 34952 Zoning Designation: R- 4 & R/C Jurisdiction: St. Lucie County Scope of Work: New Residence Design Criteria: Florida Building Code - 2014 Florida Building Code, Residential, 2014 Florida Building Code, Energy Conservation, 2014 St. Lucie County Land Development Code & Code of Ordinances Construction Type: Type III-B, Unprotected Combustible Use & Occupancy Classification: R-3 Residential Primary Use: Single Story Single Family Residence Parcel One Zoning R - 4 (Area r 75,605 sq. ft.) P e = 8 s THIS PROJECT WAS DESIGNED IN ACCORDANCE WITH SECTION R322 OF TH 2014 FLORIDA RESIDENTIAL BUILDING CODE. Index r RevisionDrawing Date • Revision Date SheetCover i 03/01/2018 1 1 • Site Plan 12/26/2017 05123/2018 Floor Plan 1 05123/2018 Roof & Attic Plan 12/26/2017 Electrical Plan, Calculations, Riser6 05)'23/2018 i ------------- 05123/2018 & Window Elevations & Schedules 12/2612017 Elevations (SW, SE, & NE) 12/26/2017 05/23/2018 ElevationsDoor East, North, : NW) 12/26/2017 Elevation - • • Cross Sections0 Sections 12/26/2017 05/23/2018 SectionsWall Wall - , 1 • i Foundation y 1 • 1 1 1 1 •' 1 • 1 • Roof Frami• Plan 1 Gi 1 i • 1 • DetailsSections & 1 ♦ 1 • ALL MANUFACTURC% I AIXES &4WNd U FACTOR;; AND SM C C(WPLIANCE W9H FBC ENERGY CC .G;E MUST W ON ALL I?V NDOWS U"L ilfy"L+ ,14PPRMED BUILDING AREA CALCULATIONS UNDER ROOF AREA VOLUME AIR CONDITIONED / 55 1.2 50. FT. 145 / 6 CU. F7: GARAGE 62 7.55Q. FT. 5016 CU, FT CO VERED ENTRY 43.0.5Q. FT. COVERED PORCH 34 / .4 ,50, FT. COVERED UT1L/TY PORCH 44.9 50. FT. TOTAL UNDER ROOF 2913. 1 ,50. FT. 19, 632 CU FT. WOOD DECK 209.4 50. FT. TOTAL CONSTRUCTION 3 / 22.4 50. FT. G LU U THESE PLANS AND ALL PROPOSED WORK ARE SUSJEGT TO ANY CORF�ECTIONS REQUIRED_SU5Uy FIELD iNSPIwCTORS THAT MAY UE NECESSARY IN ORDER TO COMPLY WITH ALL Appl iCAI16E 00DE6. CONC FASTENEWOF ATTACOMENTS A�..:ti'v. i1LliN ci%04i�i W � V 6�'E CONTRACT001 FCW -2 l 2.67 1q91fft4V S`�, L.UCIE OUN-ry B 1 DLVCIr1 RF,VLE%'ED FOR C "VOWED y DATE C MUST 13E N;ON PLANS AND P I V0 wSPECT10""i wn L at MAD&A W N 9! Ift hS V oo � V V U v J rZ C Ed �d �d I 00 J oo� U o a� zi Q d o� w O Q 0 0 d m 0 0 N �} W J u.l � Q o 0 In (L N 0 ao n R5 N U) q,,NS3}a MATCH LINE (CONTINUED @ LEFT) N26°07'54"E — 25.01' 717 Tj PID: 3419-510-0225 ��. / -15°DAK , 5" OAK /' / f O APV DE t .-s s ya 9 K ( CA?) j�jj (ADV DECAY) - A, ,* I I — o O O — 4 12° PALM I "PALM CLO" DRAINAGE o 144300T5 •t; ; -� �� 12" PJNE ' � UTILI TY E,45FMENT R 1 2 01 — 1 61 9 i i 1O" OAK (OVER 1 �� 4' OAK (ADV DECAY) 0 5 l 0 20 WATT r, ti V ." st 5" PINE l �r' • \ e -- DENSE .\ 1 ' 'j"�.` `--•- 30' OAK PALMETTO N37 51 06 E — EX/STING RETAINING WALL 5CALE: 1 " = 20' ro"PrNE '^ 11.114 ' \ OAKS M` .. - (;'OAK EXISTING T/R2 '� .rJ N35°5fi'38"E — I ID'PAL f J. > P LMETo �3•. i,, ... 36.55 / co I PID.34-0 5 • • •• Y°�f " / . �/ w- 5" OAK 5T$Ml-� i IO" PINE w fI 10" PAya►.w y��\ ; /1-1 - ' ' 12" PINE_ �(� / > \Y f : ^�. © / -'+' STUMP - T�, / d I \ \ 22" OAK 24'PINE �•�r ,i�;t y = Yij1U! k•..,_�w, =_.., ONSt �j' \ v t \ _ EX15T7NG APPROXIMATE PROPERTY LINE MEAN HIGH WATER LfW? v :.b' . ` ,L2" PINE 12° PALM (SEE NOTE 5) (5EE NOTE 5) 6" 15"OAK I O" PALM LEGEND )RIFINE 9' PALM 10' OAK (OVER 1ui r 0° OAK - 9" DAK 9" PALM 15" PINL • .. 'r NG _... 4" OA �224" OAK n EXISTING CONCRE PATIO , i I -.n EXISTING AC PAD I �+ 6'-0" DRAINAGE UTILITYEA5EMENT EX15TING UTILITY POLE- ANCHOR EXISTING UTILITY PEDE5TA / } ,P EXISTING UTILITY POLES MASH OUT F� MATCH LINE (CONTINUED FIGHT) COUN TOUR LINE SEPARATING FEMA FLOOD ZONES ACCORDING TO FEMA FIRMETTE PANEL 02f301 A A OVERHEAD UTILITY LINES 71 � 3' EXl5TING GRADE ELEVATIONS (NAVD BB) Lev= 9.2' PROPOSED ELEVATIONS (NAVD B8) PROPOSED CONCEPTUAL DRAINAGE FLOW MHWL MEAN HIGH WATER LINE OAKTREE -, • J PINFTREF PALMTREE L WELL 12" PALM ,...: 12 • \, _ „ ` ^ 9" OAK STUMP IO' PALM I I PALM I DENSE I ° ! !! - PALMETTO.. N09 48 24 E ; 9"PALM ( I���" " ` 8" OAK ;i . a PROPERTYi LINE �• \� .. 7 16.10 ' r r _....10" PINE ` ... DENSE PALMETTO A, , / I (5FF NOtE 5) Y J 0" Pr �C�LIV I 18" PINE I W D fir'` STUMP I w ° ! !f • . ZONE X N35 0fi 13 E ......... �� > M I (OTHER) 32.00 1 xt mac., 6"OAK + • t t J !�� s . •> E r a STUMP - O" PALM I : S =1 S i g„'N 10" PINE OAK I t lU5TER ' . r =, :,1 O" PINE V) D G" OAK .. is s- •9"'P! OLD ° / 12 I \' '" '\ 7 / 0' 0AK Oa `:, 1 e s t 30 28 E •PI !O" PINE J01P1NE$TUMl9/- 2 7.4 3' r; : 10" PINE 5TUMP / 1 / a DENSE • 4\ J w ��' 8"OAK ! STUMP I t wt PALMETTO \ 1 t PALM• i £ 0' PINE I D 19' OAK / s'•yi j� 10, PINE ` l.r_ f a I e^' PINE I `• Cb (DOCK**) 1 ` \`i) d 12°PINE.i c j •• ,� ° ! !! I � n i tiW-`12"PALM--\ (WDOOr3) 1 1' N30 01 00 E -.. �'.' ,. \ •C""� t_*. ,%_ v /` `�,. .,� - '--- 0"PINE I ' 32.85' LOT 11 f 1 _ YOUNG PALM 41-510-0226-000-1 �- (� TON '�'� 15 0�K- ;, `tip M� � � /O"PtNF I D 0 3099-20fi �.J •. i fs''r I ' 'PLANTED PALM 12"PALMI ,J ~��)-p^' ,h' a r r • k E' - > lO' PINE I ; Ctt 9' PALM < / PAW ZONE X PLANTED PALM IO°PINE' /j I (OVER WqT rJ^t= - - IO` PALM r.74 AC R ES f r0. Q4K �1 1 1o'PAt �O \ ;/} -t 759605 SQUARE FEET) UNDERGROUND ELECTRIC (� (OVER WA M l4 PrlbE'' ; I "'':: x� TO FUTURE DOCK i 20EO" �' I ° /OS EXISTIIVG KIFLL 6. 1, .rAl 'z P1 D: 3 rPA�M�-4v5. 0-Dior-,�' �', I �- (ovER° w (` NOSE BIBS ON 4x4 (p Q. • ��ry �/! r ' rj✓`�{� , ff r1:` � y`:,_ ' OPALM .\3aBA0 P05T RISER. (VERIFYA24"PrNK LOCATION w/ONNER) 6-�CK II � LOT 12 I ti,C\-r r `"""\ 'i' ' � . .k'` ,. 3 OAK ----•.,.,." . '' �E ( . s _ '� I ' l3 � �---- ID:3419-510-0227-000-8 REMOVE 24 PJNE 12;; Ir 3" OAK (IN DECAY) D ( On 12"PALM J ^_ ROOF \ _ f 3Q"PINE �y OVERHANG —`� �°i • io / S, ,�y , . / PALM w/PICU5 _ i I ` • $={3`> " � rf�i tf-•v�,ef S-' i/ � / `,\ \i. ; .F� £ F Z E �� 3 b T PROPpS lb lb PALM rr n y 3" OAK q '1 W 1 col/eREI POR I �r n b� �`: i DRAINAGE w 4"OAK4~ , F .:= r 'P ,#€', I5 PALM W AE-6 z , !4 i ... `: / . ' 4 UTILITY EASE T tt� �l VL / _. PLANTED P.f LM 11 -9T , ... a ' ! \ 1, PALM / 3'OAKMEN 1fT OAK ' ( ; t may, 'I `\ �A F PAL Q MS FXISTING UTILITYPOLE5 STUMP -r N � ' 11 � I 0 ry .. , ti� P - ------ — ---- ---- ---------- -- ------------- , V y� I _ " I2"PA1lu1 \V 9�'� �. .2�0 _m U°I! — , PRO �• } EXISTING LL; DEST L ,:.. \10 PALMPLO ' r 4 S89 4, 9 W 99.16' EXISTING CHAINLINK FENCE ' latB007S'. ;r , i21DAK APPROXIMATE 5° oAK rN rr ... t ,,, �__. }r A.• W 2 e Q U Rp� � . OAK A =, ,q - �ao 24" PINE f' i _ r. < � °� _ CCSe\ /f / 1 L � 6OAKa N — — — — — — — — -- `—� MEAN HIGH WA TER LWE RIVER) f!s-soUNGP4LM f ( '` �� \` 6.`' 3 Q------- — ----- --------;------- / F ' : ,I EX15TING UTILITYPOLEANCH0+2a... (5EE NOTE 5J / / y. \ `� t --'jr \� : � � 12 PALM • 08 1s'i I - - ------ - --- EXISTING UTILITY POLE x'9AK .� ROOF OVERHANG •_ - :�-- ---- - I I EXISTING UTltITY POLE ' ? `r` . / �� PROPOSED AC��cs '+,. l'_ 'PROP05EO WOOD DECK N • ONE STORY PA OP°se REAR BUILDING SETBACK I I SINGLE FAMILY �0^ 1f° 1 TANK <; . / Q t r / '•, �'�,_�! 2 OAK - 5= " 1 83'-O° I W SEPT7C / r 3 r n • . .... ... M o ,;.2 �(... 0 I --- 6� I LOT 15 ,� , / r / l 0 �'�?• RESIDENCE I&EP MIN. 5 AWA uvooSTRUcreD� �• / FROM PUBLIC ARP.14 AVAILABLE PROPERTY LINE I PID - 3 419 — 51 0 — 0 2 3 0 — 0 0 0 — 2 YOUNG PALM ZONE AE 1TRUNK oAK -, I \ o� No '-, / UTILITY EQUIPMENT w' •. — I (5EE NOTE 5) PLANTED PALM / r o"PALM 12'PALM qr, \ p o , PROPOSED / I I I EXISTING CHAINLINK FENCE 3 t Q \ , I / m": / 1155 ;z •;COVERED ro • i 6'-O" DR4INAGE 4 9" OAK / 19" PINE STUMP q 1 \(ovERwA7FRl r \j �`,' E T Y N 0�sboA=y' • ; HOSEON 4x4 CONCRETE \ 0,- N R is 3� • I UTILITY EAseM�NT I I \ (ADVANCED �fCAYJ ...fit ' / r? r 4 \ O a Ql Q_ N r + 1 LOT 16 h 9"OAK tz ' fL ST R15FR, (VERIFY SIDEWALK w OWNER) • — — — I ffl5TING WELL \ `\ _L CATION i IPI .34� .51.0. 0231 000 1 t P � K9'BOOTS �'-•�.,•,..,,. � s` ' � 'rc -,R4LA�u�HOOTS - f•-... \ '1 � � •°( 0. O \ I J....._... i:.J �+ rb0 I I I % `'• `,,, \°",. �,,\' I ALM ...t - 6n K 9" 'ate & PROPOSED 0_ �° 1\ l20o SQ. Fl I .30 ACaESi t IO" OAK (EARLY _.,.,.. r ' DECA 4 /; \w % Ica..:\ 1 GARAGE 2 _ N \ _ — — — — — -�' Q I:r T / 1i ; !O P STUMP v� _ w i�!ldPlr''ALM f f w' t I t `.\ / 2Q `� •� 2 ! N 1. 1 9 I 11F PAL " ; .: 1 n I I \ \ a / f ✓ 36 OAK Q (DBL T)WNq JO PALM _ ... "' _,lF'i •`> •� Y7� �_ I s \ 4 ,. -� a \ �G w_ o ROOF OVER G I R75 O) \ HAN tf)m .<- - 2O" OAK a ' �s .. ` ` ; IL r tL \ 3' o r• . . 11 I ?� \ I I w I `\'''''\ _ � ` 1� ! E ;````�" � >:> . -�: N PRO w \ POSED I \ f '1 r 3 A / 5 (DV DECAY) r \ } f \ \ ' •L I 6\ (ADV `� �. / `�"� � E � ::' r 2°PALM / � O 3: ••...� N � �' �tk \ �..: -/.. \ • � Qi =� \ ? /1 s r ` `Y' ` • �; E "'` i' c r ,o° PALM : o °'' -' .,.\ %� UNDERGRDUN 6Lo" DR4INAGE SIDE BUILDING SETBACK I •• r N .- ^ : c tiM1 12 i p = • 1 .^h*•}zl ` �\ `` " r / `..,`: s O O r C1 '� .[ !^ \ I 1 r� PRLM : ` �s _ a` �, -1 i .\ PUBLIC I UTILITYEA5EMENT ° ,. \,• E f .'., f r i ` �, . _-10" PALM w/�T5 p�1 \ 300r S ° ; r� ; 1o"PALM / -- tt ---s-�-------------- - - - REMovE ` -- -- - -- -- s--LLTILIIY----- i o ETBACK �p 24 OAK f #t � _ `\ FROM ,It C*) - _< �,.. r J ,, O L �' (1N \ POTABLE Q I \ OM MHW I _ DECA E° v v \ >7 \ ATE I O f PALM R L NE VI n Y Y�/ �� 1I" W P "\ : i { - ♦ 3" OAK ' Q[\ EC / I \ �i V "E 24" A Q O K \ u "G'�,_:;,:.w •z r_.am.,.,>,' 1 k �r.O.l �- r, • IO ALPAW �� s ►.,, w''.tf;!\2:-,° _,, ,a'lit:`t?;ft. . --- 1vV � I . \� -ti G' ro'•h III \ 2UNGPAL(LEANING e-�5"PALM PALM C FLAWEDPALM IOnPALM r5 91PALM PALM lPALM I DENSE IO"PALM O 1 _ ,i D /VEr1r,4Y Q_ \ l0� - t - ti�=•......iY r} PALMETTO r' >.'.:`;k \ti O ` /\ \ t O q ? L'1 �. -- -----� I ` u 1, PINE Q}J P / / j GHTIIVG R- �- • • v >: '°P -n P6°DAK VC -1 ---- UNDER DRIVE • •1P2' XISTINGSLEEVE O"OAK ALM ;..<' I r r3ixEXISTING " OVER WAIECHAINLINK ' }., I I rY : DRIVEWAY 22"PINE..._ fi iAFf.'b FENCE 'A PROPERTY SFF NOTE I -: `x - l 0 PALM 2' PINE J ,{� r t:: — — — — — — — — ;,°- I / (� > ;a \:.M F; L — — — - 5'-O'r — — — — E.!'r�TING PUBLIC WATER LINE— J / A ," :,r-'r_. s _ J o" "::'; > - PUBLIC WATER LINE EXTEN %ON f ' / \ : " T N ON OF ivHE NORTHERLY RIGHT -OF WAY LINE OP BEACH AVENUE - �t OAK: ;` f:r;-Fe 10-PALM- * r�: '-• — — — — — — — — — — — `0 -• — — — — — — — — — — — — — — — — REV15ION CLOUD I:..., ` '-- 2°PALM _' . ` m I (LOCATION TBD BYPSL UTILIT S --�` .: — --- f ° f !! f �.'�� T P,QF ANK _ ---14"P/�LM"' -�-�' !� ! 5' ,T' N89 38 34 E — 305.$4 2LT"tAK • ° - 7 _�PAL,- 9°48 59 W — 25 f r' �` f `` 9° °AK - \ g MI • UM DI5 NCE DRIVE Y TO PROPERTY LINE /4 0 _ 15"PINE" �� r .. W/vrNEs PROPOSED CONCRE7 E FR EDGE — PROJECT BENCHMARK, PUBLISHED • o , , ,r OF ASPHALT TO. VEL DRI AY TING 24" ORRUGATE METAL PIPE PID: 3421-140-0000-000-3 '` `` �� ELEVATION OF6.29FEETNAVD88 O y �a1 E GFOFEXISTING SPHALT LEGAL OE.SCRIPTION: ► "� �' FOUND 1 O" POURED IN PLACE CONCRETE MONUMENT WITH D15K, A EX15Tl P SFWMD BENCHMARK, NG SIGNS • J.+•�`•: .;.. ,:, •r' •t_ ' ` :�• . �, _ ' � :i/ •,,: .'.. �,:� • � •. ••.?►• •: PARCEL ONE: DESIGNATION SLNF BM2, STAMPED SLNF eM CENTERLI RIGHT-OF-WAY .RR 2008; FOUND 0.2' BELOW GROUND 42.5' WEST ACH AVENUE j ..• I / n J f . F LOT 16, BLOCK 18, RIVER PARK, UNIT TWO, ACCORDING TO THE PLAT THERDF A5 RECORDED /N FROM END ASPHALT AND WEST EXTENSION OF :ro' ; • ; c• V V U - s y r t.:.° NORTH EDGE ASPHALT OF BEACH AVENUE HAVING HEALTH DEPARTMENT BENCHMARK . '�' `: •:'� , ;` r >'?� T '. �� = ;r - ` h ;r'� S : ',ti . .,S •Y hs. ;may , PLAT BOOK 10, PBEACH AVE NEAR DEAD END AGE 72, OF THE PUBLIC RECORDS OF 5T. LUCIE COUNTY, FLORIDA. A PUBLISHED ELEVATION OF 6.23 FEET NAVD 66 GREEN NAIL D/SK ON N SIDE OF AND _ • • � ' ELEVATION, OF 7.53 FEET NA 88 PARCEL Two: • THAT PORTION OF THE NE % oFSECTION 2I, TOWNSHIP 3E SOUTH, RANGr- 40 EAST, BOUNDED SITE PLAN with Tree Locations ON THE SOUTH BY THE WESTERLY F-XTEN5ION OF THE NORTHERLY RIGHT-OFOF BEACH 1 AVENUE A5 SHOWN ON THE PLAT OF RIVER PARK UNIT 2, BOUNDED ON THE EAST BY THE FAST n T T�-�r T 111 = 20I A-3 LINE OF SAND SECTION 2 1, AND BOUNDED ON THE NORTH AND wE5T BY THt- NORTH FORK OF CONS -]LC. U 1..� Tl QN THE 5T. LUCIE RIVER, 5T. LUCIE COUNTY, FLORIDA. DOCUMENTS 10• PALM (OVER WATER) ICIPINE " I O" PALM 6" OAK e COAX F' / 2.• 10" PAIN! (OVER WA]'ER) 3" V � yarn ]�vU m n� W ,c �• N Iml�l�l�l SHT. NO. A-3 OF r r r / cl + TO o SEPTIC BUILDING SYaTEM ��WALL N CLEAN co S OUT N CLEAN OUT 4" VENT THROUGH ROOF 4" �. WASHB VENT STACK I 2"AI9 ADMITTANCE �I VALVE i I 5INK w/ DISPOSAL I Y2" I 3„ I WATER I CL05ET 2" LAV 2" f 2" BAR / 2" SINK 2" 2" AIR ADMIT- EY,TERIOR TANCE .SINK VAL VE 3,P Ef 5L°4 BUILDING DRAIN On, 3" 4" BUILDING DRAIN 4" VENT THROUGH RODE L 4" VFNT STACK \1©2" h WATER I CL05FT I ~ 1 LAVATORY I 3" '- ,H TUB SHOWER DRAIN, WASTE *VENTING LEGEND 501L / WASTE PIPE — — — — VENT 5TACK SEE PLAN FOR LOCATION AND VENT 51ZE �s �Op F 2" CLEAN OUT WASTE VENT RISER NOT TO 5CALE Attic Floor Space: Main House (Entry, Living, Rear Porch, & Garage) = 2571.7 = 2572 sq.ft. Covered Porch = 342 sq.ft. MAIN HOUSE 2,572 sq.ft. _ 150 sq.ft. = 17.15 = 17 sq.ft. 17 sq.ft. - 2 = 8.5 sq.ft. Intake NFA = 8.5 sq.ft. Exhaust NFA 8.5 sq.ft. x 144 = 1,224 sq.in. I ntake Plastic PC Components 3 piece Continuous Soffit Vent, Series 550 1-3/4 in = 7 NFA/I 1,224 sq.in. - 7 sq.in./linear ft. = 174.$ = 175 linear ft Exhaust Certainteed Ridge Ven, 12 in. unfiltered = 18 sq.in./linear ft. 1,224 sq.in. - 18 sq.in./linear ft. = 68 linear ft. COVERED PORCH 342 sq.ft. - 150 sq.ft. = 2.28 sq.ft. = 3 sq.ft. 3 sq.ft. _ 2 = 1.5 sq.ft. Intake NFA = 1.5 sq.ft. Exhaust NFA 1.5 sq.ft. x 144 = 216 sq.in. Intake Plastic PC Components 3 piece continuous soffit vent, series 550 1-3/4 in = 7 NFA/lin 216 sq.in. - 7 sq.in./linear ft. = 30.8 = 31 linear ft. Exhaust Certainteed Ridge Ven, 12 in. unfiltered = 18 sq.in./linear ft. 216 sq.in. _ 18 sq.in./linear ft. = 12 linear ft. Attic Ventilation Calculations r NOT TO SCALE \,f %'00F & ATTIC PLAN Plic V a � ACV Vj a L; m LO Qi i a 'C I CONSTR 1-.1 U )N DOCUMENTS 5HT. NO. A-5 OF / .3 6 0 co N u� ca ELECTRICAL LOAD CALCULATIONS TOTAL SO. FT. UNDER AC =1860 x 3 VA = 5580 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 2 REFRIGERATOR 2400 VA 1 RANGE 12000 VA 1 FREEZER 1200 VA 1 DISHWASHER 1200 VA 1 WASHING MACHINE 1500 VA 1 DRYER 5000 VA 1 WATER HEATER 4500 VA 1 POOL PUMP 4500 VA 1 DOCK 12000 VA TOTAL 52880 VA FIRST 10 KVA @ 100% 10000 VA REMAINDER @ 40% 17152 VA AC 1 HEAT 18000 VA TOTAL 45152 VA 45152 1240 = 188 AMPS USE NEW 300 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT Al ELECTRICAL NOTES ELECTRICAL RISER 2 ' �r� CE►LAN i soRF f�id �pT�OUNT `� / / V,QgV NTH a s r> �S �� �o S� `\ WRC FF��'�t ATTIC LIGHT / 4Q� �1 �eN� FQ 4 GQNCRETE SLAB / FIXTURES (SEE 6" THICKENED EDGE x 'p.�j qc � � RD TTIC j r �� � 4" CONCRETE PAD `` / Quo w/ THICKENED LVING //I,, /: 0 EDGE (ISOLATE (B OWNER) FROM STRUCTURE) / GEIUN . SHUT-OI=F -::� i 6"PJ STEEL VENT FOR DRYER —� ROOF OVERHANG—"*' 1 POST (lYP) _IB LAUNDRY 4" DRO E ROVIDEGAL Nl :. M _.. `_._ ._._ L AN DROP 2'--V2" : 4` 2%2" EQUAL 300 A (3) 350 MCM IN 2%" CONDUIT UNDERGROUND ELECTRICAL SERVICE WIRING TROUGH 200 AMP U 100 AMP '=NNECTl IDISCONNE UNDERGROUND ELECTRICAL TO METER @ POLE UNDERGROUND ELECTRIC SERVICE —T . _ ..ram.. 4VW EQUAL f .E..Q• � RILL ti" � 1 'N FU1 UKE 1-18-; (BY OWNL} ... Sa ®�Q / % POOL DOCK �� x / LIGHTING LIGHTINGI " ° '` COVERED POpE1-t (5EE SITE � , PLAN) , �� FUTURE Pool `,� , ' ` ,- ,ti,.., �• r J`r' '�� � FQ \Q�q! \ /.• rJ �� Z`P 0B5 ROUCTION5 TH 3 AREA) NN NN \ Y9 I @ {� I i o� OFFICE\ J f \" 1*1 WWI,, +42" I \ } EXTERIOR WALL FIN13H CONTINUk -� �IS1T RIOR THIS LOCAL' y \ \ ___ Ea.____EQ. EQ. fol Y FD?'ER. s �4• %4. CO L, FAR WRC /v TO OR/ VEWAY 4 LAMP P05T "LIGHTING (SEE 51TE PLAN) I. A WEATHERPROOF DUPLEX RECEPTACLE WITH G. F C. I. PROTECTION SHALL BE FURNISHED AND INSTALLED `' *�� " / DUPLEX RECEPTACLE - 120V MOUNTED CEILING MOUNT LIGHT FIXTURE ADJACENT TO EACH AIR CONDITIONING UNIT; REFER TO PLAN FOR ACTUAL LOCATION OF AIR CONDITIONER UNIT. \ HORIZONTALLY (TYP) O SURFACE MOUNTED FLUORESCENT CEILING MOUNT PENDANT LIGHT FIXTURE LIGHT FIXTURE 2 FT: 2. ALL 013CONNECT SWITCHES SHALL BE HEAVY DUTY TYPE WITH BU55MAN TIME DELAY, DUAL ELEMENT, AND CURRENT LIMITING FUSES. / HALF SWITCHED DUPLEX RECEPTACLE CEILING RECESSED LIGHT FIXTURE 3. ALL SPECIAL PURPOSE OUTLETS SHALL BE PROVIDED TD MATCH EQUIPMENT TO BE SUPPLIED. 4. THE ELECTRICAL CONTRACTOR /S TO VERIFY THAT A/C AIR HANDLERS COME SUPPLIED WITH FACTORY INSTALLED DISCONNECTS. 5. SWITCH, RECEPTACLE, JACK AND WALLCOVER PLATE COLOR SHALL BE CON515TENT THROUGHOUT. 6. PROVIDE AN ISOLATED GROUND RECEPTACLE WITHIN /2 INCHES ADJACENT TO ALL CA TV OUTLETS AND COMMUNICATION POKT5. INDIVIDUAL GROUND CONDUCTORS SHALL BE EXTENDED FROM RECEPTACLE TO PANEL BOARD. RUN ANY ADJACENT RECEPTACLE'5 HIGH VOLTAGE CONDUCTORS AWAY FROM AND PERPENDICULAR TO PHONF�DATA CABLE ANDIOR COAXIAL CABLE UNTIL A 3 FOOT SEPARATION HAS BEEN ACHIEVED. DD NOT RUN HIGH VOLTAGE CONDUCTORS ADJACENT TO I HONE/DATA CABLE OR COAXIAL CABLE MAINTAIN A MINIMUM 3 FOOT SEPARATION BETWEEN HIGH VOLTAGE CONDUCTORS AND PHONEIDA TA CABLE OR COAXIAL CABLE WHERE AT ALL POSSIBLE. WHERE A HIGH VOLTAGE CONDUCTOR MUST CRO55 A PHONFIDATA OR COAXIAL CABLE, CRO53 AT 50 DEGREES TO ONE ANOTHER. 7. ALL COAXIAL CABLE SHALL BE RG-6 QUAD 5HIELD COAXIAL. 5, CONTRACTOR TD VERIFY WITH OWNER (VIA WALK-THROUGH, PRIOR TO INSTALLATION) LOCATION OF ALL LIGHTING AND SWITCHING. $ SINGLE POLE SWITCH (HEIGHT 46" AFF TYP) $2 TWO WAY (THREE POLE) SWITCH $3 THREE WAY (FOUR POLE) SWITCH f SINGLE POLE SWITCH wIDIMMER $A THREE WAY SWITCH TO ATTIC (ILLUMINATED WHEN ATTIC LIGHT I5 ON) G) PUSH BUTTON FOR DOOR BELL OR GARAGE DOOR OPENER +42' HEIGHT ABOVE FIN. FLOOR AS NOTED `'�-b......• ' CONNECTIONS FROM SWITCH TO FIXTURE ___ __ ...._........_..._ .._. __..__ CENTERLINES INDICATE FIXTURE ALIGNMENT (SWITCH LOWER SOCKET) GrILING MOUNT CEILING MOUNT FLUORESCENT LIGHT ■p 220V RECEPTACLE CEILING RECESSED LIGHT FIXTURE WITH FIXTURE, 4 FT., 2 TO -LIGHT STRIP ADJUSTABLE ELBOW WALL WASHER TRIM �cfc� DUPLEX RECEPTACLE - GROUND FAULT ww (MINIMUM 12" FROM WALL) ARROW shop HANGING FLUORESCENT SHOP LIGHT CIRCUIT INTERRUPTER (SEE NOTES) DENOTES DIRECTION OF BEAM FIXTURE, 4 FT., 2 T6-LIGHT STRIP WITH �wRc DUPLEX RECEPTACLE mAMEATHER CEILING RECESSED LIGHT FIXTURE WITH ADJACENT 5WITCHED RECEPTACLE RE513TANT COVER wR WEATHER RESISTANT SEAL ® LOW -PROFILE PLUGMOLD SYSTEM 0 UNDER MOUNT PUCKLIGHT FIXTURE ��� INTERIOR TRACK LIGHT (WR=WEATHER RESISTANT SEAL) WALL MOUNT GLO5ET LIGHT FIXTURE ® DUPLEX FLOOR OUTLET (SEE NOTES) � EXTERIOR POST LIGHT FIXTURE 0 R (DOOR = DOOR ACTIVATED SWITCH) �j SPECIAL PURPOSE RECEPTACLE 0-; WALL MOUNT SCONCE LIGHT FIXTURE GELLING FAN w/LIGHT GA GE OOR OPEN R EQ IPPE cfla WIAUTOMATIC SENSOR (TD COMPLY Wf° H UL CEILING RECESSED EXHAUST FAN w/LIGHT (VP = C�� 325 5AF ANP CONSTRUCTION COD'�5) mvP VAPOR PROOF) VENT TO EXTERIOR @ SOFFIT) Pc PULL CHAIN H cHT Pci EXTERIOR SECURl7Y L CEILING RECESSED EXHAUST FAN = ADJACENT SWITCHED (SOFFIT VENT TO EXTERIOR ® ODOR BELL CHIMES L� MOUNTED) GPCI RECEPTACLE V � ct �v J lZ ct M m N Q) uj Nh � C� N r Mc MEDICINE CABINET r W/H WATER HEATER PROGRAMABLE THERMOSTAT DUAL SENSOR SMOKE $ HEAT sn DETECTOR (CEILING MOUNTED) MONOXIDE DETECTOR ❑CARBON ca (WALL MOUNT @ 24" AFF) @ TELEV15ION JACK / COAXIAL CABLE CONNECTION pl- TELEPHONE JACK CONNECTION ►F DATA JACK (CAT 6 CABLE) CONNECTION UNDERGROUND ELECTRICAL SERVICE ENTRY POINT Lm D15CONNECT SWITCH I_l ELECTRICAL PANEL BOX O O � II N_ m ur SHE NO. A-6 of ' 3 Q u _® 00 crs l`1 VAS' LEGEVD 5UPPLY PEG 15TER 5UPPLY LINEAR SLOT DIFFUSER SUPPLY/ RETURN DUCT 5UPf LY FLEX DUCT RETURN RE6I5TER TO-- PROGRAMAOLE THERMOSTAT 101 SEE ELECTRICAL PLAN FOR CEILING RECE55I=D LIGHTS * FANS (SHOWN FOR LOCATION INFORMATION ONLY * NOT INCLUDE® AS PART OF HVAC 5Y5TEM) i .... ... ........ A r{ iWEIGHT AMA,.... A:y ! 06001"MUC 370 11121-112 15 Digitally signed Thomas V Platania Daft 2018.04.10 Y 11VAC N0TE5: I. Verify duct, register, and thermostat 5aze5 and locations with architect prior to installation. 2. Install Rohert Shaw model P54000, % day programmable backlit thermostat.-. A For Kathy: S, Yancy, Archit=t 4,217 Suse Blvd, A Pierce,,2 ►i i -- Cj w � o A r r' RETURN PLA LMr 5HT. NO. r 7 OF r . 3) 0 FINISHED FLOOR UOUR SCHEDULE Mark SIZE Manufacturer Series Size Code Door Type Configuration Door Material Finish Width Height Thickness Glazing Remarks I 3'-O' 15LO, 1 314' TIYERMArRU SMOOTH.' --;TAR NOISE PEDUCTION 5<9 1000 SOLID CORE ftU5H PANEL SINGLE HINGE12 SMOOTH f--18jffRGLA-55 PAINTE9 IN-3KIING NONE VERIFY MODEL 04TH ARCHITECT- 1 314' T'IERMATRU 56 100(15L 14'X6LO" GLAZED 510,ftITE FIXED SINGLE FIXED PANEL- PAINTED LOWE, LAMINATED VERIFY MODEL W1 TH ARCHITECT 3 1 1 314' TNERMATRU -96 1 06651L I 4'X 6""-0" CLAM? 510FLITE FIXED-- SINGLE FXff0 PANEL P41NTffV LOW E. LAMINATED VERIPY MODEL 09T" ARCHITECT .4 6'-01 5'-0" 2 //LT POT 300770 2PRT 0OU13LESLIVING OLA33 XX ALUMINUM 4 GLA5.5 CLEAR ANODIZED LOWE, LAMINATEL? NO GRID 5 9'-01 61-CY PGT 360710 3P3T TRIPLE SLIDING GLASS xxO ALUMINUM * GLA53 CLEAR ANODIZED LOW E, LAMINATED NO GRID 6 7 9'-01 3LO' 2 110' - 1 7/6' PGT PGT 3GD 710 F0750 3P3T 3060 TRIPLE SLIDING GLASS 0" ALUMINUM * GLA55 CLEAR ANODIZED 51AIGLE f:RENCtl SINGLE HINGED ALUMINUM * GLA5 PAINTED LOWE, LAMINATED LOWE, LAMINATED No GRID NO GRID 6 3'-0' 1314' THERMATRU ------ SMOOTH ."2TAR M015E REDUCCTION 561000 SOLID CORE PLUSH PANfI. SINGLE HINGED SMOOTH FIBERGIA.55 FAINTED OUT -SWING NONE VERIFY MODEL WITH ARCHITECT 9 0 3'-01 6-6"314' 1 314' ---- ECLOPA,1, MODERN STEEL 9200 1 G, W , W6 OVfRHEAD SECTIONAL GL-GL-GL-GL STEEL 5EC:5 1,2,3,4 GRAY INTERJOR 50LIO CORE SINGLE HINGED FLUSH PANEL IN-5WiNG W000 PAINTED llv',-31JLA TED CLEAR "OP POW 055CUREL¢:;WTP5 NONE VERIFY MODEL. KqTHAPCI-I1TFC7 2L6 66' 3,14' INTrRJOR 5OL10 CORE FLUSH PANEL POCKET WOOD PAINTED OBSCURE &LA-55 VSET 2' G 61-61 314' INTERIOR SOLID CORE SINGLE HINGED WOOD PAINTED NONE 13 -- 0-5' 6L61 314' - INTERJOR 301.10 CORE FLUSH PANEL SINGLE HINGED WOOL? FAINTCO NONE 14 2�3' 66' 314' INTMOR,50UD CORE FLUSH PANEL SINGLE HINGED WOOD PAINTED NONE Av '�`3CURE GLA53 INSET 15 1 2�41 6`-61 314. INTERIOR 50LO CORE POCKET t'11000 FLL,5M PANEL PAINTED 16 2? 64 61-,611 314 - INTERIOR 301.10 CORE FLUSH PANEL POCKET- WOOD PAINTED NONE 17 2-01 — 5 01 1314- INTER1095OLID CORE SINGLE HINGED WOOD PAINTED FLUSH PANEL NONE MIRRORED FACE 15 19 2-0, 2�- 6'-8, 61161 314, 314' IIVTEkfOR.50LID CORE FLU51-I PANEL POCKET WOOD PAINTED INTERIOR SOLID CORE FLUSH PANEL SINGLE HINGED WOOD FAINTED C~-9CURE GLASS WOE7 NONE 20 6` 6" 1314- INTERIOR SOLID CORE SINGLE HINGED WOOD PAINTED FLUSH PANEL NONE 21 2 GL951 314' INTERIOR SOLID CORE FLUSH PANEL SINGLE HINGED WOOD PAINED INTERIOR 5OL10 CORE ROCKET WOOD PAINTED FLUSH PANEL INTERIOR FLUSH PANEL BYPASS WOOD PAINTED C-93CURE OLA-55 It 1.3ET 22 2�6 6'-0' 3W NONE 23 5-C, 6'-0' 1314- NONE 06 (07) 06 EXOTERUOR D00"OR ELEV. A.TIONS ALL ELEVATIONS VIEWED FROM LIATfRloR A-8j I C .... ........... 1-11 ............... ...... ........... I'll ............... .. .......................... ....... ........ 11-1.1 ............. ............ ................ ....... .......... ".., .. . ................... . . .... ........ ...... ............ .......... ........... . . . .. .......... D C < 13> 0 L > < > < > .... .......... , ,'IN15HED FLOOR IT61 N','DT TO SCALE TT DTWM 11 SIZE Remarks Mark Series Size Code Window Type Winccvv Material Finish Glazing Width HeightManufacturer A 2L2 112' 0-2' PGT AW740 H32 FIXED WICORAIER MULL A,'-IJWINUA4 CLEAR ANODIZED LOWE, MATCH ADJACENT LAMINATED AWNING 5 0-2 1/2' 2'-2' PGT AW740 H32 AWNING WICKANK (MULL) TM CLEAR ANODIZED LOWE, LAMINATED C 2L2 112' 2L2' PGT AW740 H32 AWNING W/C??AA(,K (MULL) ALUMINUA4 CLEAR ANODIZED LOW E, LAMINATED D 0-2 112' 2' 2" POT AW740 H32 AWNING WICKANK (MULL) A,'.-' 'MINLIA4 CLEAR ANODIZED LOW E, -- I — LAMINATED 6'-4' PGT CA740 26 FIXED WIMULL A2,P44INUAl CLEAR ANODIZED LOWE, LAMINATED 6-4' PGT CA740 26 FIXED WIMULL A'1141NUAI CLEAR ANODIZED LOWE, LAMINATED 6 3� 1' 6'-4' PGT CA740 26 FIXED WIMULL ALUMINUM CLEAR ANODIZED LOWE, LAMINATED H 3L/1 5'-Y PGT CA740 25 CA5Ek4,ffNT WIMULL ALUMINUM CLEAR ANODIZED LOWE, FGRE55 LAMINATED PGT CA740 25 FIXED W1 MULL ALUMINUM CLEAR ANODIZED LOWE, MATCH ADJACENT LAMINATED CASEMENTS 3'41 5'-3' PGT CA740 25 CAMMENT WIMULL ALUMINUM CLEAR ANODIZED LOW E EORE53 LAMINATED K 3'-I' 2L2' PGT AW740 22 AWNING WICPANK (MULL) Al bMINUM CLEAR ANODIZED LOW Ea LAMINATED L 3'41 2'-2" PGT AW740 22 AWNING WICRANK (MULL) AtUANNUM CLEAR ANODIZED LOWE, --- LAMINATED M 3�1' 2�21 POT AW740 22 AWNING WICRANK (MULL) Al b VINUM CLEAR ANODIZED LOW E, — LAMINATED A/ 0-2 //91 2L21 PGT AW740 H32 AWNING WICRANK (MULL) AUARNUIVI CLEAR ANODIZED LOWE, — LAMINATED 0 0-2 112' 2'-2- PGT AW7-40 H32 AWNING WICRANK (MULL) ALUVIAIUA/' CLEAR ANODIZED LOW E, LAMINATED P 0-2 112, 2'-21 PGT AW740 H32 AWNING WICRANK (MULL) ALUVINUII, CLEAR ANODIZED LOW E, 1 - I I LAMINA7EP WINDOW SCHEDULF HOT TO SCA�.N ... . ................ ...... ....................... ........... .1, ............... ............ ........... .......... . ............... ....... - - — ----- - - - - ------------- ......... .. . . .................. ...... .. . . ........ . ........ . ............ - .. . ............. ....... .............. i -P 'COPY 111111DIA11 ELFV,A.,TIL'3.'k]S 0 LLj) 4 Q) - - I It 11 ALL Eff VA TION5 VIEWED f _RG)M `XTEKIOR 112 1-0 1 �A-8) 7 r 0- 0) 7 0 77 T— � OD CD N 04 za .STUCCO (BEYOND) 4'-G"ADOVF FINISHED FLOOR 0'03TEEL P05T ,1;ZE110`O9CE,9 CONCRETE SLAB (SLOPE Y,5 " PER ff) GRADE) -- - - -- - 12 ... �... ... ... - - - - ;11111o� �- --�----�-�---�- - - - --- - - -�-�-�- --- 4 Y21'.,�� - � ...... - - ..... -.- -Z,,,.-.� - - - - - - - - - - - - - - - --...- Z=M�-M=-M�-M= � - - - - - - - - - - - -- --- — -� - --;;-- ."'. .... :!:: ... ................ ������������� 9 � �-fe--------- - ",-",---- =-=-=�-- " " I `1`11 .... � ......... -� -- - --=.- - TILE CA,f' 1=11 �Jszpww M NMI 0 F%7" "I q ill gill 1111 IF 11 iiiiiiii''l 11111 ��i iii� 1,1�� I I - - - - - - - - - - - - - - - - - - - - - - �-, ...: ..... � ........ - - �-- - - - - - - - .- - - - � � -= - - --- - - � � � � - - == -- � - ------ - - - - - - - - - - - - - - - - - - - - - - - - - --- ... 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" ,I .: . .: I .I .. . . . �, ". I . �;�, .i.- , ,GRADE ; � PER FT INTERIOR Y 1,,I� ... �.. IT I..'. . I�. .. ... .... .. 1. - . . I I 1/ NOTE: DRAWING HALF- I -ONE INDICA Tf5 0,5Jf(I-T5 :NOT PERPfNOICULA R TO Of' 1 ,'(5ff,ef YPLAN @ RIGHT) — — I North KEY PLAN North ,KEY PLAN North KEY PLAN lff-ftll� =4 Z1. ® I �, 4N ®• - Q� IN 11 --, ,%- Q N NZ " N � Q L�. 11 � U) n I (:� v 114 - DRAWING t�Ab NOTT5 z^IDE (EAST) ELEVATION E, `TONf INDICATff5 00,1L-C N107-effFfNDICULAR TO V1fW(5fL-k= 1�,`-�,LAN Ca, RIGNT) 0 114 I I - 1 -= 1 -01 A 1 1, 1 :=- A- -- -I �Q A' I/ AlC NOTE: DRAWING HALFTONE 1AIDICATE5 OBJECTS NOT PERPENDICULAR TO VIEW (5ff KfYPLAtV @ RIGHT) REAR (NORTH) ELEVATION I I -, - 1 1-01 114 NOTE.- DRA WING HALffOAIff INDICA Tff5 OBJECT-5 NOTPfRPENOICULAR TO Of W (5ff KEYPLAIV 9 RIGHT) SIDE (NW) ELEVATION North KEY PLAN 'N M, North KEY PLAN North KEY PLAN 114 1 '-C)''\,A-l0J File • q Tj r" -9HT NO, A-10 t 0,F / 4721, DRAWING hALff0NF /A/D/(-,-ATFri nR iFrT,,3 Aln-F PFPPFNlr)l.,---1 li Ap -r/i llll=IAI A Al --, f1l,-111, SEE STRUCTURAL PLANS FOR ADDITIONAL BEAM * CONNECTION INFORMATION ENGINEERED WOOD TRUSS CNIL/ SHELF D-11OW f:lAlL'-" -OL /-y I (51 QPF AL41AY FROM ENGINEERED WOOD TRU55 + 9'Gm TOP OF BEAM GARAGE D009 (3f,ff PLAN * SCHEDULE FOR MANUFACTURER AND SIZE) Cmu SHELF RECESSED 1121, BELOW FIN1SHIED CONCRETE SLAB FLOOR (BEYOND) CONCRETE APRON RIDGE CAP AS PfR,5HflVGL-F NIFOR5 INSTRUCTIONS - RIDGE VENT (BEYOND) � � � i i I � � � I nll: I map ENGINEERED WOOD TRU35 + OP OF %.- — , OULI$� "AWIVINC7 wl/Vuuw (SEE PLAN 0 5CHEOULE FOR SIZE) CONTINUOUS .SEAL wICOMPATIBLE SEALANT AS PER WINDOW MANUFACTURER WIND RESISTANT FLUSH PRECAST CONCRETE WINDOW SILL CMUSHELF RECESSED IY,," BELOW FINISHED CONCRETE SLAB FLOOR +cLoll of /-y a GRADE (3L0PEAWAY FROM H0U_qE), SEE 5TRtJCTVK,4L PLANS FOR ADDITIONAL BEAM � GOA/A(ECT-/OA( INFORMATION E- VIEW - �W North 114 11 1 1-0111 �A-11, %--� KEY PLAN CROSS SECTION A-A,�mk KEY PLAN 11211 = I I-& ENGINEERED MOOD TRUSS I KEY PLAN CMUSHELF RECE55fl? 1121, BELOW FINISHED CONCRETE SLAB FLOOR +U-011 -OL 1-12" GRADE PIC (SLOPE A WA Y FROM llou3E c Em NZ CROSS SECTIO"IN B-Epp/'3"N DOCUMENTS 112 r 5HT. NO, A-1 / OF / 3 ENGINEERED WOOD TRU55E5 + f- I " TOF OF BEAM AN %I%.— W 3EE 5ECTION A FOR ADDITIONAL 1yvj=oRmAT1oti 6'0 STEEL P05 T5 (TYP) (SEESTRUCTURALPLANS FOR A012IT101VAL INFORMATION) ELEVATION @ FIA11511fD INTERIOR SLAB SECONDARY POUR CONCRETE RECESS COMPATIBLE SEALANT POST BASE - (5,ffE (SEE STRUCTURAL PLANS) STRUCTURAL PLAN5) 4" REINFORCED -0" FINISHED SLAB AdK CONCRETE SLAB +0� (SLOPE Yq PER FT) ELEVATION VARIES PORCH SLAB GKA DE (SLOPE AWAY FROM HOUSE) GYPSUM BOARD STUCCO CASING BEAD al COMPATIBLE SEALANT V SEE RETURN AROUND T OP OF POST STRUCTURAL PLANS FOR 51a EXTERIOR 50fflT GYP5UM BEAM CONTINUOUS SEAL WALLBOARD CEILING - MATCH INFORMATION wICOMPA TIBLE SEALANT SOFFIT ELEVATION AS PER DOOR 21 ot, MANUFACTURER STUCCO 4'-5' 311 5EE SECTION D FOR ADDITIONAL INFORMATION 610 5 TEEL P05 T5 (BEYOND) (5ff3TRUCTURAL PLANS FOR ADDITIONAL EXTERIOR DOOR INFORMATION) (SEE PLAN 4t SCHEDULE): NO RffCE53E[? CMU SHELF -TDOOR LOCATION EXPRESSED CONCRETE SILL SECONDARY POUR @ CONCRETE RECE55 (_O FINISHED COMPATIBLE SEALANT POST BASE - (3ff CONCRETE SLAB (5,fflff STRUCTURAL PLANS) STRUCTURAL PLANS) 4 REINFORCED CONCRETE +0L0",F1N15HEV -5LA,5,dk it 51AB (SLOPE 1,5 PER FT) ELEVATION CRAVE (SLOPE AWAY FROM HOUSE)1$ 4 3/4 11-011 \A-12 12 4 Y2 ENGINEERED WOOD TRL)35 5EE STRUCTURAL PLANS FOR ALL BEAM AND CONNECTION INFORMATION of Y,5 " ALLOWED FOR 3HI10 CMU SHELF RECE55ED / - 112'BELOW FINISHED CONCRETE SLAB FLOOR .,5LAMAiK N-F e 1411 I — 0 /,q " ALLOWED FOR SHIM GYPSUM BOARD RETURN CONTINUOUS SEAL WICOMPATIBLf 5EALANTA5 PER DOOR MANUFACTURER 5EE 5fCTIONA FO/R ADDITIONAL INI"701"WATION ENGINEERED WOOD 7RU55E.5 + 3'-611 TOP OF 5fAvl, STUCCO (BEYOND) SLIDING CLA55 DOOR (3EF PLAN AND SCHEDULE) 30RfflV @ 5001ING 6L453 D009 CMU SHELF RECESSED I - 1121, BELOW FINISHED SLAB FLOOR FIA115HEO CONCRETf SLABe i 4 " REINFORCED CONCRETE SLAB (SLOPE 16 " PER FT) +0'-O'FIIV15HEO SLAB r bECTIO• N E -Oe - / -12 "® CERTAINTEED 12" UNFILTERECj RIDGE VENT (o RIDGE ENGINEERED WOOD TRU53 1.2 CEgTA"AITEED LANDMARK PRO ASPHALT SHINGLES INSTALLED PER MAAjUFACTj,,p 4 Y2 fR 5, 11V5TRUCTIOA(5 WATER RESISTANT UNDER,'All"MENT OVER Ya COX 5 TgUCT' PERFORATED A'AL SHEATHING ROOF DECK RADIANT BARRIER 5EE 5" RUCTURALFLAN3 FOR ALL BEAM LL ALLOKIEO FOR SHIM a:.AN9 CONNECTION INFORMATION + 9'6" TOP OF 7-4 ROkUL MINERAL FIBER THERMAL BAIT INSULATION (R-30) 51 , GYPSUM ,q BOARD, 5HIMME9 *LEVEL wl j PRIMER * LATEX PAINT -J (2) 1 x45 USE COMPATIBLE SEALANT 9 ALL GAPS AND AROUND ALL WALL PENETRATIONS STUCCO 301 OVER RIB A-L LATHE wl CONTINUO 3 US I - K' -314 REMOVABLE VENT (5ff ATTIC VENT CALCULATIONS SHEETA-5) 2x8 FASCIA OVER 2x6 SUB FASCIA 41i�010 METAL I EDGE 6 Ix T91MI + 3'-611 TOP OF 5fAvl, STUCCO (BEYOND) SLIDING CLA55 DOOR (3EF PLAN AND SCHEDULE) 30RfflV @ 5001ING 6L453 D009 CMU SHELF RECESSED I - 1121, BELOW FINISHED SLAB FLOOR FIA115HEO CONCRETf SLABe i 4 " REINFORCED CONCRETE SLAB (SLOPE 16 " PER FT) +0'-O'FIIV15HEO SLAB r bECTIO• N E -Oe - / -12 "® CERTAINTEED 12" UNFILTERECj RIDGE VENT (o RIDGE ENGINEERED WOOD TRU53 1.2 CEgTA"AITEED LANDMARK PRO ASPHALT SHINGLES INSTALLED PER MAAjUFACTj,,p 4 Y2 fR 5, 11V5TRUCTIOA(5 WATER RESISTANT UNDER,'All"MENT OVER Ya COX 5 TgUCT' PERFORATED A'AL SHEATHING ROOF DECK RADIANT BARRIER 5EE 5" RUCTURALFLAN3 FOR ALL BEAM LL ALLOKIEO FOR SHIM a:.AN9 CONNECTION INFORMATION + 9'6" TOP OF 7-4 ROkUL MINERAL FIBER THERMAL BAIT INSULATION (R-30) 51 , GYPSUM ,q BOARD, 5HIMME9 *LEVEL wl j PRIMER * LATEX PAINT -J (2) 1 x45 USE COMPATIBLE SEALANT 9 ALL GAPS AND AROUND ALL WALL PENETRATIONS STUCCO 301 OVER RIB A-L LATHE wl CONTINUO 3 US I - K' -314 REMOVABLE VENT (5ff ATTIC VENT CALCULATIONS SHEETA-5) 2x8 FASCIA OVER 2x6 SUB FASCIA 41i�010 METAL I EDGE 6 Ix T91MI 51,5 GYPSUM BOARD I CON(-'ETE BLOCK MASONRY UNIT SET /V A RUNNING BOND WITH PRIMED AND PAINTED CONCAVE JOINTS C) wl LATEX FAINT (HOLD AWAY FROM SLAB) FIFOIL M-5HEILD STUCCO APPLIED IN A.5CRATCH COAT, A BASE COAT, 4-- REFLECTIVE (9-4. 1) AND A FINE SAND FLOAT FINISH COAT INS LAA TION OVER I x FT WOOD ARCHITECT TO APPROVE COLOR (Q FURRING AND TEXTURE PRIOR To STRIPS 9 61, 0, C, INSTALLATION @ JOB -SITE) 314 EYFR UDED SEESTRUCTURAL PLANS POL Y3 TMIVE SEMI -PERMEABLE RIGID FOR ADDITIONAL (R-4) INSULATION INFORMATION i WALL BEYOND BASEBOARD (SEE 5ECTIOND) CMU SHELF RECESSED I - 112 FINISHED CONCRETE BELOW FINISHED CONCRETE SLAB WIRE51LIENT SLAB FLOOR FLOOR COVERING rk +0'-Ofl FINISHED SLAB -OL I -Y2 CMU -9HIffA, STUCCO CLEARANCE MINIMUM 0 ABOVE GRA, LATEX PAINT; POLYETHYLENE VAPOR CRAVE (3L OPE A WA y FROM HOUSE) BARRIER - EXTEND AROUND SLAB AND F -/NG.5 TO 007 GRAD. E SEE STRUCTURAL PLANS R ALL FOUNDATION DETAILS AND INFORMATION TYPICAL 45" OVERHANG SECTION A Y,5 ff ALLOWED FOR,5111M &LA--)," UU0K5) DRYWALL RETURN CONTIAIUOL/5 5iffAL WICOMPA TIBLE SEALANT AS PER WINDOW MANUFACTURER t3ULLIV05E TILE SILL (TYP) FINISHED CONCRETE SLAB 3/411 != 1 1-011 ENGINEERED WOOD 7 au5,5 + 19'-611 Tor, Or -BEAM AK STUCCO ,-,gL-yolVg) CASEMENT WINDOW (.SEE PLAN * SCHEDULE FOR 51ZEil WIND RESISTANT FLUSH PRECAST CONCRETE WINDOW SILL STUCCO CMU SHELF RECE55ft? I - //,?" BELOW FINf3HEDSLAL5 I'LOOR' NNI +OLO" FIN151-IFO 3L,4 GRADE (SLOPE A WA Y FROM HOL)5E) C T I loo )h N F 3/411 = I I -OH cmu SHELFAIN KFF File Copy SHT, NO. A-12 OF / 3 12 .SEE .5ECTIOA15 A*CFOR ADDITIONAL INFORMATION TILE OVER STUCCO COUNTERTOP CABINETRY 4" Kt7/NrUKi .SLAB (SLt ,° NGINEERED WOOD TRU55 + 9'- I " TOP OF BEAM *Al IZPF SEE STRUCTURAL PLANS FOR BEAM INFORMATION 4, 0" 00 5TEEL POST (BEYOND) (5EE SECTION C) WALL. HEIGHT = 4`--O" ABOVE FINISHED 5LABAN — STUCCO CONCRETE LEDGE (BEYOND) PERFORATED RADIANT BARRIER WOOD TRU55 (SEE TRU55 PLAN) 314 " PLYWOOD 7-%4 " ROXUL MINERAL (SEA' ATTIC PLAN) FIBER THERMAL BAIT fNSU I fT10N (R-30) � � 2x CHO �®—t DOUBLE 2x6 TOP PLATE USE COMPATIBLE SEALANT (9 ALL GAP5 AND AROUND ALL WALL PENETRATIONS a) `s N q 2x4 WOOD STUD 1 @ 16" O. C. STAGGERED @ 8" 0, C, POLYETHYZENE VAPOR 5/,5" TYPE "X' GYPSUM BOARD, SHIMMED * LEVEL wl PRIMER * LATEX PAINT FLAME SPRED RATING = 15 SMOKE DEVELOPED INDEX = 0 5-12"R0XVL MINERAL FIBER THERMAL BA TT INSULATION (R-2.3) FLAME 5PKE0 INDEX = O SMOKE DEVELOPED INDEX = O 516 " TYPE 'X" GYPSUM BOARD (BOTH 51DES) NAILED wl 1 716 " 6d COATED NAILS @ 7" 0. C. EACH SIDE OF WOOD STUDS, BRACE @ MID HEIGHT. NAIL @ 7" 0. C. TO TOP AND BOTTOM PLATE5. STAGGER JOINTS EACH 51OF * HOLD GYPSUM BOARD MINIMUM %z" AWAY FROM SLA B . PRIME AND PAINT wl LATEX PAINT �- ENGINEERED WOOD TRU55 SEE STRUCTURAL PLAN5 FOR ALL BEAM " AND CONNECTION INFORMATION ' + 9`-6, " TOP O1_BEAM DRYWALL RETURN PROVIDE CONTINUOUS SEAL w/COMPATIBLE SEALANT A5 PER WINDOW MANUFACTURER DULLIV03E TILE SILL (TYP) ! WISHED CONCRETE SLAB TOP PLATE -DOUBLE 2x4S (TYPICAL) DOUBLE 2x6'5 @ INSULATED AREAS USE COMPATIBLE SEALANT @ ALL GAPS AND AROUND ALL WALL PENETRATION5 2x4 WOOD STUD @ 10 0. C. (TYPICAL) 2x6 @ INSULATED AREAS PER PLAN 0 �a AWNING WINDOW (5EF PLAN * SCHEDULE FOR 5(ZE) WIND RES15TANT FLUSH PRECAST CONCRETE WINDOWSILL CONCRETE BLOCK MASONRY U:NIT.5 SET IN A STACK BOND WITH CONCAVE- JOINTS SEALED AND PAINTED. CMU SHELF RECESSED 112" BELOW FINISHED CONCRETE SLAB FLOOR I FINI5HF05LAB _®-_ " CMU SHELF — LATEX PAINT — — — GP-AVE (5LOFF AWAY FROM HOUSE) --r. 11/411 _ 1 011 %"GYPSUM BOARD, 5HIMMED * LEVEL wl PRIMER * LATE}; 516 " GYPSUM BOARD (BOTH SIDES) NAILED w/ 17/6 " Gd COATED NAILS @ 7" O. C. EACH SIDE OF WOOD STUDS, BRACE @ MID HEIGHT. NAIL @ 7" O. C. TO TOP AND BOTTOM PLATES. STAGGER JO/NT5 EACH SIDE * HOLD GYPSUM BOARD MINIMUM %" AWAY FROM 5LA B . PRIME AND PAINT wl LATEX PAINT INSULATED WALL AREAS = ROXUL SAFE N' 50UND FIRE $ SOUNDPROOFING INSULATION CAUi ALLOW CLEARANCE FC WINDOW CRAP DULLN05E TILE SILL (TY MORTAR OR GROUT) 5/,5"GYP.5UM BOAF SEE 5EC7ION A FC ADDITIONAL WA INFORMATIC FaSTFNFR5 A5 PER 57 RVC; T URAL PLANS CONTINUOUS SEAL wICOMPATIBLE SEALANT AS PER WINDOW MANUFACTURER W,'NG¢ R-SISTAAIT FLUSH PRECAST CONC-9fTE WINDOW 51LL 5L751LL IN FULL MORTAR BED STUCCO FINISH 3 II I-Q1I CONSTR UCTION Aile!:bp, r r: ,y q O Q p � Q U O O 0 0 �v � q Q (INTERIOR WALL GARAGE) SECTION 1 3/1411 ® ! 1 011 (TYPICAL INTERIOR ALL) SECTION J 3 j4ll I��JII SHT. NO. 3 OFl b" BOND BLOCK W/ #5 HORIZ BAR GROUTED 5OLID TBM +4'-0" FOUNDATION PLAN' SCALE I/4" = I'-0" NORTH NOTE-5: I. REFERENCED TOP OF SLAB 0 0'-0" (REFER TO SURVEY FOR ACTUAL ELEVATION) 2. ALL 5LA135 SHALL BE 4" THICK 3,000 P51 REINF. ON GRADE OVER b MIL VAPOR BARRIER W/ bxb-WI.4xHI.4 WWF ON TREATED COMPACTED SOIL. 3. (+/-) DENOTES DESIGN WIND PRE550RE5 FOR DOOR5 4 WINDOW5 (asd). 4. 5.G. - 0"A" DEEP 5AW CUT5 SHALL BE MADE A5 SOON A5 GONGRETE HA5 HARDENED 5UFFIGIENTLY TO PREVENT FROM BEING 0151_0067ED BY 5AW BLADE. 5. W.J.: DENOTE5 1/2" VERTICAL GMU WALL JOINT A5 5HOWN IN PLAN. 5EE TYPICAL GMU WALL JOINT DETAIL. b. CONTRACTOR SHALL COORDINATE STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL, PLUMBING 4 ELEGTRIGAL PRAHINC75 FOB VERIFICATION OF LOGATION5 it DIMEN51ON5 OF ALL PROJECT REGUIREMENT5. ANY 015CAEPANGIE5 SHALL BE GALLED TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF REWRO BEFORE PROCEEDING WITH WORK. 1. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT 5HOWN. V a� z� c �a //nn_.� V C N L z W C,M r W > C Q '- :.L W �-- 0 LL z� -r-. i ' rs LC: 'nn -I-- N M p V z C)) co a� ULJ C p , C° Lr +'- o4 O C" > c=n C C V `; a This drawing and design as shown is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company is prohibited, may constitute an infringe- ment, and may be subject to legal action by MIL Engingaering, Inc. _ I rylo O J LL UJ V J O O LL z w �V a' z � z U)Wz Lij O—> =�Q z LL' = O O >- Q Q C/C) "' Z z o Q co O Q >" L0 LL w ca w )Z REVISIONS: DATE: 1Q GENERAL REV 7-16-18 ISSUE: DATE: ISSUE DATE: 7-26-1 7 DRAWN BY: TR CHECKED BY: ML JOB No. 1 7-1 83 SEAL: �b LEGEND: l 8" GMU IN RUNNING BOND W/ #5 VERT BAR IN -- GROUTED GELL5 0 45" O.G. MAX, 4 0 ALL JAMBS d INTER5EGTION5 A5 NOTED IN PLAN, PROVIDE 9 6a. LADDER TYPE JOINT MICHAEL A. LUE, P.E. REINF. ® 16" O.G. VERT. W/ MIN. OF 5" LAP FLORIDA REG. #47520 5PLIGE IN 5T000O FIN15H 8" GMU 5TAGK BOND, EXP05W MA5ONRY W/ #5 VERT BAR IN GROUTED GELL5 0 24 O.G. MAX.r'�Py ® ALL JAM135 4 INTER5EGTION9 A5 NOTED IN PLAN, PROVIDE 4 6a. LADDER TYPE JOINT REINF. ® Ib" O.G. VERT. W/ MIN. OF b" I -AP 5PLIGE OF 4 SHEET FAV =^viur.ATIf1M C! wf=nm F MARK 51ZE (t�xHxL) REINFORGING REMARKS F-I 18" 24" GONT 3#5 LW BOT, #5 TRANS ® 32" O.G. BOT. MONOLITHIC FOOTING F-2 18,11 24" 36" 3#5 LW BOT 4 4#5 5W BOT COLUMN FOOTING F-3 18" 24" 24" 3#5 EN BOT CORNER COLUMN FOOTING F-4 12" 32" GONT 3#5 LW BOT W/ #5 @ 24" O.G. BOT 51TE WALL FT6 T5E-8 8" 8" GONT 1#5 LW BOT THICKENED SLAB EDGE T5E-15 18" 12" GONT 2#5 LW BOT THICKENED SLAB EDGE TQI ISS CP%Mmcn-rnR cir-HFni n F MARK CONNECTOR MAX UPLIFT 05) CAPACITY (LB5) REMARKS OI HETA20 1500 1810 TYP. TRU55 TO MASONRY OR CONCRETE U.N.O. 2 (2) HETA20 2000 2500 61POER OR TRUSS TO MASONRY OR CONCRETE O3 (2) V6T 6500 1185 GIRDER TRUSS TO MASONRY OR CONCRETE, (I) ANCHOR EA 51DE OF GIRDER 1 4 HT520 1200 1450 TYPICAL TRU55 TO WOOD BEAM O5 (2) HT520 2000 2g00 61PDER TRU55 TO WOOD BEAM © MBHA 3.56/16 2400 5415 5KEWED WOOD BEAM HANGER H/ (2) ATR 3/4 EPDXY ANCHOR TO GMU WALL O HUG48 500 160 WOOD BEAM HANGER TO GMU WALL ® OTC N/A N/A NON-BR6 WALL TRU55 GLIP NOTES: I, PROVIDE TRU55 CONNECTOR ® ENDS OF ALL TRU55E5 AS, NOTED. 2. TRU55E5 WITH MULTIPLE 5TRAP5 OF CONNECTORS SHALL BE 5TAC76ERED EA SIDE OF TRU55 TO AVOID 5PLITTIN6 MEMBER. 3. TRU55 CONNECTORS 4 CLIPS NOTED ON THIS LAYOUT ARE MODEL #'s OF 'SIMPSON 5TRON6 TIE'. CONTRACTOR MAY SUBSTITUTE EQUAL 5TRAP5 FROM ANOTHER MANUFACTURER, 4. INSTALL CONNECTORS PER THE MANUFACTURER SPECIFICATIONS. COPJCRFTE BEAM SCHEDULE MARK SIZE: REINFORCING REMARKS WIDTH DEPTH TOP INT. BOTTOM 5TIRRUP5 B1 8" 1611 #5 - #5 - (2) COURSE 8" BOND BLOCK, SEE NOTE I B2 8" 1611 2#5 - 2#5 #3 ® 12" O.G. POURED BEAM B3 8" 26" 2#5 2#5 2#5 #3 ® 12" O.G. POURED BEAM ® GARAGE DOOR NOTES: I. PROVIDE b" PRECAST CONCRETE LINTEL BY CAST CRETE OR EQUAL ABOVE ALL MA50NRY OPENINGS IN 1#5 BAR GROUTED SOLID POURED 50LID WITH THE MA50NRY BOND BEAM ABOVE WITH A MIN. OF 8" BRG EACH END. TYPICAL U.N.O. WOOD REAM SCHEDULE MARK ITEM REMARKS WB-1 (2) 2x10 PT W/ 1/2" PLYWOOD WB-2 (2) 2x12 PT W/ 1/2" PLYWOOD PRECAST CONCRETE 1-INTEL MAX ACTUAL LOAD (PLF) CAPACITY (PLF) MARK TYPE REINFORCEMENT GOMP051TE BEAM GRAVITY UPLIFT GRAVITY UPLIFT CLEAR SPAN LI 3'-0" PRECAST U-LINTEL5 FILLED W/ 1#5 1400 1100 bll3 2124 8FI6 - IB/IT L2 6'-0" PRECAST U-LINTEL5 FILLED W/ 1#5 400 300 2661 1634 8FI6 - IB/IT L3 6'-6" PRECAST U-LINTEL5 FILLED W/ 1#5 1400 1100 1543 1133 8FI6 - IB/IT L4 q'-0" PRECAST U-LINTEL5 FILLED W 1#5 1300 1000 1533 1183 SFIb - IB/2T L5 q'-6" PRECAST U-LINTEL5 FILLED H/ 1#5 1500 1000 1366 1025 8FI6 - I13/2T NOTES: I. ALL LINTELS SHALL BE HIGH STRENGTH PRECAST AND OR PRESTRESSED CONCRETE LINTELS AS, MANUFACTURED BY "GA5T-GRETE" OR EQUAL. r FLU32 wTM 6R= 2. ALL LINTELS ACT COMPOSITELY WITH 8" BOND BLOGK(5) ABOVE WITH 145 BAR GROUTED SOLID NOMINAL HIPTTI N.MBFROF 15 BiRS IN [BOTTOM OF LINM -�, WITH 3000 P51 CONCRETE PLUMP MIX. 8FI6 - IEVIT HQ > 3. ALL REINFORGING SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A615. N0h11N" °�"� _ of 4. ALL LINTELS SHALL HAVE A MINIMUM OF 8" BEARING EACH END. 1� IN TOP (jF.M181.00K 5. REFER TO PLAN FOR LINTEL.5. COMPOSITE BEAM DESCRIPTION WIH WI� DTHI, I A vncn II A OG V I C MASONRY WINDOW/DOOR ATTACHMENT DETAIL NOTES: SCALE: 3/4" = 1'-0" I. ALL DOOR PERIMETERS SHALL E3E WATERTIGHT. PROVIDE AN APPLICABLE WATERPROOF GOATING, (1) GOAT BEFORE INSTALLIN5 BUGK5 d (1) GOAT AFTER BUGK INSTALLATION. 8" GM'J WALL H/ VERT. - REINF. ® JAMB5 C-ROUTED SOLID SEE PLANS 0 DOOR HARDWARE ATTACHMENT TO 2x6 BY DOOR MANUFACTURER 3" GONT. 2xb PRESSURE TREATED PL W/ (5) 5/8" � 55 'LDT' THREADED GONG ANG W/ 4" EMBED ® 24" O.G. VERT. W/ WA5HER5. PROVIDE ONE BOLT WITHIN 6" FROM THE TOP 4 BOTT. OF JAMB PL. PROVIDE 2x& PT ACROSS TOP OF DOOR W/ 5/8" (P 55 'LOT BOLT5 @ 24" O.G. 5TA66. GARAGE DOOR JAMB ATTACHMENT SCALE: 3/4" = 1'-0" x GONT #5 BAR BOT. 8" TYPICAL SLAB RECESS @ SHOWER BEAM STEP DETAIL ROOF 5HEATHIN6 PER SPECS. SHEATH ROOF TRUSSES, BELOW (TYP) 2x4 BLOGKIN6 BETWEEN TOP CHORDS WHERE END OF TRU55 15 LOGATED BETWEEN TRU55E5 STEP AS PLAN x-- -x x- SCALE: 3/4" = 1'-0" q00 OOHEL5 WITH 30" LAPS TYP AT ALL BEAM INTER5EGTION5 8" GMU WALL AS, PER PLAN VERT REINF IN GROUTED CELL AT STEP SCALE: 3/4" = 1'-0" VALLEY SET FRAMING PER TRU55 MANUF. HT520 ® 4'-0" O.G. AND ® EN05 TO TRU55 TOP CHORD BELOW, THROUGH ROOF 5HEATHIN6 (TYP ® EA. TRU55) DESIGN CRITERIA 0 FLORIDA BUILDING CODE, 6TH EDITION (2011) - RE5IDENTIAL ROOF LOADS DEAD........................................................................................20 P5F (5N j I NGLE5) LIVE TRU55 TOP CHORD.....................................................20 TR 65 BOTTOM CHORD H/ 5TORAGE................20 TRU55 BOTTOM GHORD W/O 5TORA6E..............10 OE516N CRITERIA PER A5GE 1 ULTIMATE WIND SPEED RE610N, V(ult)......................110 MPH NOMINAL WIND SPEED REGION, V(05d)....................132 MPH WIND BORNE DEBRIS REGION ENCLOSED STRUCTURE BUILDING HEIGHT < 15 FT ROOF PITCH 41/2/12 R15K GATESORY II INTERNAL PRESSURE GOEFF. t 0.1 & EXP05URE G HEIGHT 4 EXP05URE GOEFF. 1.21 NOMINAL COMPONENT & CLADDING PRESSURES PSF (ASD) ZONE EFFECTIVE AREA (50. FT) -- 0<10 11<20 21<50 51<100 I +22 -35 +20 -34 +I1 -32 +15 -31 LL. g 2 +22 -60 +20 -56 +11 -4q +15 -44 a 3 +22 -Sq +20 -83 +11 -16 +15 -10 4 +38 -41 +36 -3q +34 -51 +32 -35 5 +3& -51 +36 -41 +34 -43 +32 -3q 4 -41 -3q -31 -35 5 -51 -41 -43 -3q END ZONE 5 15 WITHIN A DISTANCE OF (a) = 4.0 FT FROM 5UILDIN5 C.ORNER5. STRUCTURAL NOTES I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR A.5 REQUIRED TO SAFELY PERFORM THE WORK. 3. ALL DOORS, WINDOWS AND HARDWARE MUST BE DE516NED AND CERTIFIED TO WITH5TANO THE DE516N WIND PRESSURES NOTED IN THI5 DOCUMENT AND SHALL BE IMPACT RESISTANT OR PROTECTED WITH IMPACT RESISTANT GOVERIN6 MATERIAL AS, REQUIRED BY THE FLORIDA BUILDING CODE. FOUNDATION I. FOUNDATIONS ARE DE516NED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRE55URE OF 2,000 P5F. 2. CONTRACTOR SHALL VERIFY THAT THE MINIMUM COMPACTION CF q5% OF ITS MODIFIED PROCTOR ACCORDANCE WITH A5TM DI551 15 OBTAINED PRIOR TO FOOTING PLACEMENT. 3. FOOTINC75 SHALL BE PLACED ON COMPACTED 501L FREE OF ORGANIG DEBRIS. 4. REFER TO SOILS INVE5T16ATIVE REPORT #111881-b BY K5M ENGINEERING, DATED JUNE Iq, 2011 FOR ALL 51TE PREPARATION REQUIREMENTS. CONCRETE I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I. 301 "5PEGIFIGATION5 FOR STRUCTURAL CONCRETE FOR BUILDINGS" LATEST EDITION AND A.G.I. 315 BUILDING CODE REQUIREMENTS FOR 5TRUGTUF'.AL CONCRETE. 2. CONCRETE 5TRENGTH SHALL BE A MINIMUM OF 5,000 P51 AT 28 DAYS, WITH ;0- MAXIMUM AGGREGATE SLUMP 5" t I". 3. REINFORGING STEEL SHALL BE IN ACCORDANCE WITH A5TM A615 GRADE 60. 4. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH A5TM A185 AND SHALL BE ADEQUATELY SUPPORTED AT Y-O O.G. E.W. 5. THE MINIMUM CONCRETE GOVE:RA6E- 5 SHALL BE AS, FOLLOWS: CAST A67AIN5T EARTH 3 INS EXPOSED TO WEATHER 1 1/2 INS b. PROVIDE qO DE6REE LAP 5PLIGE5 AT ALL INTERSECTIONS. 1. REINFORGING SHALL BE LAPPED 5PLIGEO AND TIED WITH THE FOLLOWING MINIMUM: #4 24 INS #5 30 INS #6 361N5 8. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH A5TM G3q. A MINIMUM OF (5) TE5T CYLINDERS SHALL BE TAKEN FOR EACH 100 GU YD5 OF POUR, WITH ADDITIONAL SETS, FOR EVERY 50 GU YD5 OF POUR. GYLINDER5 SHALL BE TESTED AS, FOLLOWS: I @ 3 DAYS I ® 1 DAYS 2 ® 28 DAY5 I ® 5b DAYS (IF THE MINIMUM 5TREN6TH 15 NOT MET IN 28 DAY5) q. CONTRACTOR SHALL PROVIDE 5AW GUTS IN 5LAB5 AT A MAXIMUM 5PAGIN6 OF 20 FT ON CENTER EACH WAY OR 400 50 FT. AND AT ALL RE-ENTRANT GORNER5. 5AH GUTS SHALL BE 1/4 THE SLAB DEPTH AND SHALL BE PERFORMED AS, 50ON AS, THE CONCRETE HAS HARDENED 5UFFIGIENTLY TO PREVENT THE AGGREGATE FROM BEING 1)15LODSED BY THE SAW BLADE. THI5 15 AN EFFORT TO CONTROL THE 5HRINKAGE 5TRE55E5 AN INHERENT PROPERTY OF CONCRETE HHIGH 50METIME5 RESULTS IN GRAGK5, WHIGH 15 NOT UNCOMMON. MASONRY I. CONCRETE MA50NRY WORK SHALL BE IN ACCORDANCE WITH AGI 530.1/A5GE b/TM5 602, SPECIFICATION FOR CONCRETE MA50NRY 5TRUGTURE5 AND AGI 530/A5GE 5/TM5 402, BUILDING CODE REQUIREMENTS FOR MA50NRY STRUCTURES. 2. ALL CONCRETE MASONRY INGLUDIN6 ARCHITECTURAL MA5ONRY SHALL BE IN CONFORMANCE WITH A5TM GqO, GRADE N, TYPE II. MA50NRY UNITS SHALL BE TESTED IN ACCORDANCE WITH A5TM G140 AND SHALL HAVE A MINIMUM F'm = 1500 P51. 3. ARCHITECTURAL CONCRETE MA50NRY UNITS SHALL BE MANUFACTURED, DELIVERED AND INSTALLED IN ACCORDANCE WITH THE GUIDE LINES "ARCHITECTURAL CONCRETE MASONRY UNITS IN FLORIDA" BY THE MASONRY A550GIATION OF FLORIDA. 4. GROUT SHALL BE IN CONFORMANCE WITH A5TM G416, COARSE TYPE SLUMP q" TO II". 5. MORTAR SHALL BE IN ACCORDANCE WITH A5TM G210, TYPE 5. COLOR TO MATGH EXPOSED MASONRY. b. ALL EXPOSED MORTAR JOINTS SHALL BE CONCAVE TOOLED WITH A NON 5TAINING TOOL FOR WATER TIGHTNE55. 1. INTEGRAL WATER REPELLENT ADMIXTURES SHALL BE INCORPORATED IN THE MANUFAGTURIN6 OF THE CONCRETE MA50NRY UNIT5 AS, WELL AS, THE MORTAR DURING ON 51TE MIXING FOR ALL EXTERIOR EXPOSED MASONRY. 8. PROVIDE GLEANOUT5 FOR ALL GROUTED CONSTRUCTION AND LIMIT MORTAR PROTRUSIONS TO 1/2" MAXIMUM IN GROUTED CELLS. q. ALL MA50NRY WALLS SHALL BE CONSTRUCTED IN RUNNING BOND WITH q 6A®'LADDER TYPE JOINT REINFORGING 5PAGED Ib" O.G. VERTICALLY. LAP AT ALL CORNERS AND 8" MINIMUM. 10. EXTERIOR SURFACES OF ARCHITECTURAL EXP05ED MA50NRY WALLS SHALL BE SEALED, SEE ARCH DRAWINGS. 11. PROVIDE 8" PRECAST CONCRETE LINTEL AT MA50NRY OPENIN65 WITH 1#5 BAR GONTINUOU5 GROUTED SOLID, WITH A MINIMUM OF 8" BEARING EACH END, UNLE55 NOTED OT-HERWI5E. TIMBER I. SUBMIT TRU55 SHOP DRAWING5 SEALED BY AN ENGINEER REC715TERED IN THE STATE OF FLORIDA FOR REVIEW PRIOR TO FABRICATION. SHOP DRAKI N55 SHALL INCLUDE TRU55 LAYOUT, DE516N LOADS, TRU55 REACTIONS (OL 8 ILL AND DL 4 HL) AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRU55 INSTALLATION. DESIGN OF ROOF TRU55E5 SHALL INCLUDE THE UPLIFT EFFECTS OF THE DE516N WIND LOAD BASED ON THE F.B.C. 2. ALL TRU55 E30TTOM CHORDS SHALL BE 2x& UNLESS NOTED OTHERWI5E. 3. ROOF PLYWOOD SHALL BE A MIN. OF 5/8" COX SPAN RATED 5TRUGTURAL 5H::ATHIN6, INSTALLED PERPENDICULAR TO ROOF FRAMING WITH IOd RING 5HANK NAL5 4" O.G. AT PANEL EDGE5 AND 6" O.G. I THE FIELD. PROVIDE 2N4" BLOGKIN6 AT HIPS AND VALLEY5 SPACE NAIL5 AT 4" O.G. AT BLOGKINS. 4. ALL NAILS AND METAL HARDWARE EXPOSED TO THE WEATHER SHALL BE 5TANLE55 STEEL. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS IN 5TRAP5 50 AS, NOT TO SPLIT WOOD. 5. THE MINIMUM LUMBER 6-RADE5 SHALL BE AS, FOLLOW5: HEADERS SO. PINE#2 OR BETTER INTERIOR NON LOAD BR6 WALLS 5PF#2 OR BETTER b. ALL EXPOSED TIMBERS OR TIMBERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE55ORE TREATED. STRUCTURAL STEEL I. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.1.5.G. "5PEGIFICATION5 FOR THE DE516N, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDIN65", LATEST EDITION. 2. STRUCTURAL STEEL GRADES SHALL_ BE AS, FOLLOWS: PIPE A5TM A36 FY = 36 K51 TUBES A5TM A500 FY = 46 K51 PLATES d AN6LE5 A5TM A36 FY = 3b K51 3. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE A.1.5.G. "CODE OF 5 ANDARD PRAGTIGE", LATEST EDITION. 4. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.W.5. IAI WIITH ETOXX ELEGTROOE5. FILLET WELDS SHALL BE MIN. J" UNLE55 NOTED OTHERWISE. 5. HIGH 5TRENGTH BOLT5 SHALL BE IN ACCORDANCE WITH A5TM A325 AND SHALL BE DE516NED AS, BEARINS TYPE CONNECTIONS HITH THREADS EXGLUDED FROM THE SHEAR PLANE. 6. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH A5TM A301. 1. ALL STEEL MEMBERS SHALL BE POHER TOOL GLEANED AND PAINTED HITH AMERGOAT ONE, MULTI-PURP05E 51N6LE COMPONENT EPDXY d P5X TOP, HIC-7H SOLID ACRYLIC SYSTEM By PP6 PROTECTIVE AND MARINE COATIN55. ITT 1V, This drawing and design as shown is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company is prohibited, may constitute an infringe- ment, and may be subject to legal action by ML Engineering, Inc. R • • i i REVISIONS: 0 GENERAL REV ISSUE: ISSUE DATE: DRAWN BY: CHECKED BY: JOB No. SEAL: l DATE: 7-16-18 DATE: 7-26-17 TR ML 17-183 MICHAEL A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: TYPICAL BEAM REINFORCING DIAGRAM SCALE 3/4" = 1'-0 OVERFRAMING DETAIL SCALE: 3/4" = 1'-0" OF 4 SHEET Tag line =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING ,. TO DETERMINE IF MULTIPLE PLY. ,r % DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less ' • 60 degrees or less �-- 1/2 span approx. • Tag line < Approx 2/3 to --� 1/2 of Span. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. AIR HANDLER NOTE • Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. &RNING . The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should o ult with an engineer licensed in Florida specializing in wood roof trusses about th a rection of these trusses. The engineer should be at the job site when trusses erected to provide sr<pervision and advice. SEAT"PLATE. a Y CHAMBERS TRUSS Jer �j RESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SJJW6 FOR 4X2 EXCEPT AS SHOWN CARRIED ` CAFE MANGER ID FASTENER FOR FASTENER FOR TRUSS T SS CARRIED TRUSS CARRYING TRUSS KJ7, K 7 GRA,G JA26 (7)-10D (16)-16D JR, G , KJG7 'Please refer to Standard Ending package for general instuction on installing hangers 10d=0.148 16d=0.162" x 3 1/2" 'u..*,,, d Do not stand on trusses until they are braced per BCSI & proper) nailed to straps and h Y p angers .. PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-2" END DETAIL: TYPICAL 4.5 r- NOTES: " AL-blraEAMS ARE BY OTHERS. LEVEL RETURNS ARE BY BUILDER, REDUIRED BY TRUSSES. LE 11 DGE . Rr-AND CONNECTIONS OF LEDG.::R ARE DESIGNED AND SUPPLIED BY OTHERS. PLUMB CUT END 2X4 TOP CHORD 4.5 r— WALL HEIGHT 8'-11" END DETAIL: UTILITY PCH / 4- j 9-001 2-00-00 5 08 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 9'-1" END DETAIL: PORCH 1100 , 11 4-00-00 4.5 r— PLUMB CUT END 2X4 TOP CHORD 4.5 r— WALL HEIGHT 9'-6" END DETAIL: UPTURN IBM FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED ,he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram etermining successful fabrication of the trusses.' solo authority for 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of i undersigned agrees that no backcharges will be allowed. In the event such written notice is famished Charm Try shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. 4fter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has i he sole authority to determine the suitability of the job site or a portion of the job site for delivery Chambers Truss win 'e responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has: o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change N any changes are made in this layout. A $50 per hour; se for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of I elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees in pay Chambers Truss, 'asonable attorneys fee for collections in event of payment not timely made. 1-112 % per month service charge w be dded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. I I 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees ayment when due of any and all indebtedness awed to Chambers Truss by any entity, receiving material and the i ndersgned agrees to pay such indebtedness including attorneys fees, if default in payment sapient for material be made by the 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to .rein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. I 11. Design 'responsibilities are per '"`National Standard And Recommended Guidelines On Responsibilities For 11 onstroction Using Metal Plate Connected Wood Trusses ANSI/TPUWTCA 4 - 2002'"' 12. Warranty is per Chambers Truss Warranty attached. TED TITLE A spreader bar may be required per to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are j set, failure to do so can result in roof collapse. Temporary and po ry permanent bracing are !red and can save life and property i and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set lumb and square Do not set bunks or stack of plywood, roofing YN► g material or any other . — concentrated loads on trusses, this can cause collapse. r DO NOT INSTALL TRUSSES USING THIS i USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 310—OFe—anaer Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772465-2012 Fax 772-465-8711 Vero Beach 772-569.2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM i^ ;.,j1)82018 ST, Lucie County, PerMittir �A ucie-Cwnty, Permitting DESIGN CRITERIA LOADING/DESIGN CRITERIA REDUaS E rIER CODE SUCHAS sac 1G04.&I County ST. LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Top Chord Live Roof R.D.L. Floor 20 Top Chord Dead 0 20 4.2 0 Bottom Chord Live '10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 50 7.2 0 Duration Factor 1 1.25 0 'wind Speed 170mph i Top Chord C.B. Sheathing by builder !Bottom Chord C.B. Sheathing by builder I !Highest Mean Height 15' ! Building Type Enclosed I BuildingCategory e9 rY II: Non Restrictive i Exposure Category Miles from Ocean C>Open Terrain with scattered obstructions I 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing i Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75240 SCALE: 3/16" = 1'-011 137 total trusses, 67 unique designs Designer: RLC Reviewed by: RLC i Date: 07/03/18 FOR KATHLEEN & HERBERT YANC�Pil� i DESCRIPTION:® py YANCY RES. Page 1 of 1 CUSTOMER INITIALS EACH PAGE i 75240 ' i