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HomeMy WebLinkAboutBuilding Plans22r $;, -4" 20'-0" -4 T B, 2. 60'-0' 14'-10r 22'=6" 11 Err 3r_4" 6;-$r, 6' 0' 9'-10 B, 2. 60'-0' 14'-10r 22'=6" 11 Err 3r_4" 6;-$r, 6' 0' 9'-10 d r ■ ■ 16 PC TYPICAL ■ ■ i _ _ -BEAM ■- ■ I I I I of I I I I LANAI j o b� o I 15' 4' S' 8' i'-IBr, I �I 24""EYEBROW" OVERHAN MID I I I 1 12080 SGD 1 8080 SGD ■ ■ ■ ■ ■ ■ ■ ■ EGRESS SLIDE ]jxPOOL BTH " S1 IDE ■ N 3¢ - J `r o 3080 N I 13'-3' �w REQ':D.. O i FOR GRG N m a _o .. HE Iz11 U U <z _ mwl MASTER SUITE ■ ■ ■ ■ ■ ■ ■ _ ■ N F - ao col Y 6080 OHGD N icy I I x� I ro oN I �U 1 N ■ ,o ■ °' � -� � - STORAGE w GREAT ROOM 5-4, 3-s" 2'-�" sl r 54 5 w COMP Mld' I ■ ■ o I m _ ■ N "a o ■ M I CJ x M 68O W oa HC- o ■ 16'-6j" (INTERIOR BRG ■ • INI� CMU WALL)7AH 0� U] ■ ,:, I o = PRECAST BEAM 8�. �00 O' v ■ vo g'-.g' 3 U) TBD; BOTT ® _ L6" -- --- --3r-4" (SINK m I i 24"x8O,r s,,,. o a I bPENING LAUNDNY J 9' 3 ,. HE r. z i•� :1 ~ ■ 1 l N ^`n ■ 391 REF l j. 3080 3080 I SOACE I� ro ■ I � I II L_ I--_U L MICRO r14 GARAGE N I. I ■ ■ o ■ N i` L d: 6080 BE �: HB Z min © : l ■ o M 5' I @- 14r. 9,_34r, ° In -- 1L Q m BEDROOM #2 ■ 0 f 16'-6g" v 4'-1 o 14'-5�" 21'-10j" (INTERIOR BRG CMU WALL) PRECAST BEAM KITCHEN Mlm ■T TBD; BOTT ® ■ cO DIN SINK 1­ 10''-0rr AFF :... 1 ■ an ■ ■ 16080 OHGD (2) 24 SH J (2) 25 SH 1 3N EGRESS 1 LB 11'-9" 4'-5" I in o FRONT PORCH (PAVERS) ■ I ■ ■ ■ ■ ■ 16 PC _BCAM TYPICAL ■ ■ I - ■ ■ DIMNOTE.awg DIMENSION NOTES: 20SEP02 1. ALL EXTERIOR CMU WALLS ARE 7 5/8" U.N.O. 2. ALL EXTERIOR FRAME WALLS ARE W' U.N.O. 3. ALL INTERIOR FRAME WALLS ARE 13 1/2" U.N.O. 4. DIMENSIONS SHOWN ON FLOOR PjAN ARE TAKEN FROM THE "INSIDE" OF EXTERIOR CONCR�TE WALLS, AND FROM THE "OUTSIDE" OF EXTERIOR FRA E WALLS 5. DIMENSIONS. SHOWN ARE FOR ROIGH FRAMING; FINISHED DIMENSIONS AND INTERIOR DETAIL ,DIMENSIONS WILL VARY. I DOWEL ROD ROTE: (IF APPLICA E) WHERE SHOWN ■ OR • ON PLAN ITHERE IS A VERTICAL #5 (f'c3000 psi MINIMUM),I B 2 I CONFORMS T FBC 0th Eat (2017) 170 MPH, C EXPOSURE RISK CATEGORY II TYPE V—B CONSTRUCTION U N E o OO d � Uco c q Q 0 -0 U 16r 4" 4r Orr I •� (2) 24 SH Q 4- m �10/-6227 U % a ST. LUCIE COUNTY BUILDPG DiVNION�' REVIEWED FOR COA1P NCE REVIEWS BY K _ a DATMUST o N PLANS AND PE&NUT MU T E K OR NO INSPECTIONt WILL BE K N 'i w THESE PLANS AND ALL PROPOSED WORK N ARE SUBJECT To ANY CORRECTIONS w AEOUIRED SY FIELD INSPECTORS THAT MAY BE NECIGIARY IN ORDER TO R COMPLY WtTHALL APPLICABLE CODES. w O ce) a CONCEALED FASTENERS OR ATTACHMENTS rn ARE THE RESPONSIBILITY OF THELo �, b CONTRACTOR OF RECORD Lo CV ALLMANUFACTURES LABLES SHOWING p a (q CC j o FACTORS AND SHOO CDMRUANCE04 n N WrrH FBc ENERGY CODE MUST REMAIN UNTIL INS ALL DOORS AND WINDOWS W �! E PfCTIONSAREAPPROVED by g Y Y TERMITE TREATMENT RQUtPw �-+ ., v ati co ° 08low ti N W v c 0 ° v o p 7 A v b� %9 m7 c (: C a" b m°c r 4y H A � U rU+ Y N V (2) 24 SH h A FDOH in St. 4ucie County ° a o Environmental Health 15'-8" 4'-8n m Site Plan Approved for Construction o9 0 Supersedes All Previous Site Plans for ° 6 20'-4' OSTDS<# a & Well # N e 4v Date: 1 l a A _ ° low Revl r: €» 2 1yy N o A a uRNOTE.awg NOTE TO FRAMER: 16JUL15 as E N F '-4" 3'-2" i6'-0" 3'-4 PLACE CONTINUOUS � TUFF-R INSULATION DIRECTLY FVu 22'-6" r N 2x6 ■ WALL _ Ud - CH V) �N Ln � Z N W ■ r — - w o BEDROOM3 ■ In ■ o M w or N w HALL BATH G z i. w 5-8" 13 1.4 m ■ x 0 00 'c o o o I•ri p ■ W I ■ O N CHASE n w WI 1 ATTIC `r d,. 1'-6rr err T 6r_9rr ' ACCESS -8" 2r DOOR 3080 44." ■ I I w `ln L1100 a ro REQ'D FOR BEDROOM #4 GRA M REQ'D ■ FOR GRA o _ N W ■ 4r-14rr � 14,_7�r Ch _ N w o-J N ■ in ■ ■ ■ oil ■ ■ ■' PRECAST LINTEL CALLOUT NOTE: SEE SHEET #2 FOR PRECAST LINTEL SCHEDULE BEDROOM EGRESS NOTE: FOR. BEDROOM EGRESS, A MINIMUM OF ONE WINDOW PER. BEDROOM (IF AN EXTERIOR DOOR IS NOT PRESENT) SHALL HAVE A SILL HEIGHT OF 44" AFF `.MAX W/MIN NET CLEAR OPENING OF 5.7ft, 20"wX24"h CLEAR OPENING. WINDOW SHALL BE OPERABLE INSIDE ROOM WITHOUT KEYS, TOOLS, OR SPECIAL KNOWLEDGE. AGAINST CMU WALL. INSTALLDJ" FURRING STRIP (FIG..1) OVER INSULATION. & ANCHOR TO WALL. OFFSET FRAME WALL 1�" WHERE IT MEETS A CMU CORNER (FIG. 2) SO THAT DRYWALL WILL PLANE OUT PROPERLY, CMU WALL: _4" FURRING / STRIP lk DRYWALL 3"TUFF-R11 INSULATION .' INTERIOR FRAME FIG. 1 \FIGr 2 WALL GARAGE ENTRY DOOR NOTE: ENTRY DOOR FROM GARAGE TO LIVINQ AREA SHALL BE SOLID -CORE (20-MIN RATED), WITH A SELF -CLOSER DEVICE INSTALLED. 1st .,FLOOR L,IVING,.; ... 1° 2nd FLOOR i TOTAL. UNDER AIR 2; GARAGE..• LANAI FRONT PORCH TOTAL UNDER ROOF STEPHEN E. KASTNER, PE FLORIDA REGISTERED ENGINEER LICENSE # PE 0039528. 5320 FLORIDA PALM AVE. COCOA, FL 32927 (321) 403-2093 Sheet 1 of x Floor Plan Scale: 1/4" = 1'-0" Structurals Only 4„ _20' 0 -4„ 1,_6, 3'+-4, 6'-8, 6' 0' 9' 10 20 ■ ■ - BEAM TYPICAL ■ ■ -- I I F--------16 ■ P ■ I I, I 'o O I I I I I LANAI 15-4' - 24" _EYE_BROW"_OVERHANG _ _ _ _ - ----- I ^100K O 12080 SGD8080 SGD ■ ■ ■ ■ ■ ■ ■ ■ o EGRESS . - anm SLIDE ro SLIDE N a Q ■ POOL BTH ■ 0 3080 N a 3 0 e O x N w o Z Ud 13 3'4' n0 REQ'D I - FOR GRG ,n p <3 0 HIS a z �ZI l 61zI MASTER SUITE ■ ■ ■ ■ ■ ■ ■ o w ■ dal ~o nol I NY 6080 OHGD LO N nro � o x co ■ m w STORAGE O 5 4,,, a'-s" 2' 7" 6'-5a w T GREAT ROOM LU II m p ■ COMP O ■ N p ■ n I N x 26 0 c0 8 W H C ; ■ 16 -6gq" (INTERIOR BRG CMU WALL � ^ I: :OHO j i ■ _. :.� � N L ■ 0 Ix M AHU c I XZ o _ PRECAST BEAM, I. d`.5 ,,. !:. 3, 8 O �N� n ■ -..,, I n BOLT @ 10'-0 _ �,a. ■ `v- n AFF; 8F32-1B/ST nm r 8'-2" 3'-4' Q - SIN 0 2'-6" x 3 m p 124"Y80,. hP >. LAUNDRY n oNINU ,. E- HB ■ 1 39 i REF I w C 3080 ■ 308b I SOACE °AV ■ N _ % w GARAGE ■ MICRO ll F 1 4 8 a IN I ■ I ■ U d _ --- 60. BF N d 1 HB CD �.N Q II ■-X 5'- i� 9 34, � _ 4 ■ oer vailce d • PRECAST BEAM I:. ■ © w BOTT @ 10'-0,, BEDROOM #2 ■ co m AFF 8F32-1B 1T d- U 6-6g a 4,-1q 4-5Z 21-10 (INTERIOR ERG CMU WALL) KITCHEN— ■ I N •- I_ I I ■ O DW SINK I � I HB 8F28-iB/1T 16080 OHGD O(2) 24 SH GJ 3N (2) 25 SH EGRESS n - o FRONT PORCH - ■ ■ ■ ■ 18 PC BEAM IYPICAL ■ ■ --- --- -- -- ■ ■ LNTwOTE.dwg LINTEL NOTE: 20SEP02 (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS. z - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS: ` 20' 4" 16 -4" 4' D' ` O (2) 24 SH Li W W 2x6 ■ . ■ WALL = CH.. Cn it - U Z N 0 W — o O ■ > BEDROOM #3 w o w �w - ■ ao x w HALL BATH 0 Cn ■ N Z z 2C - m ■ � 7n x 0 p ^ N 2C o - ,n 1A ■ _ I 0465 A/C CHASE w J UNDE N I w WI I I1-- - 1 N cc) * i j ATTIC ACCESS I .. ATTIC-/ 4'-1j° 'v " SwF ACCESS 8,; 2 DOOR 3080 •, I 0 I ■ � I N I o I I l • I I d' ■ ■ �� M I p 0 N � H N , REO'D FOR N BEDROOM'#4 GRA REQ' D ■ FOR GRA 4.14,,. - -14'-72 w n�.. N W N O I PRECAST LINTEL CALLOUT NOTE. SEE SHEET #2 FOR PRECAST LINTEL SCHEDULE BEDROOM EGRESS NOTE: FOR BEDROOM EGRESS, A MINIMUM OF ONE WINDOW PER BEDROOM (IF AN EXTERIOR DOOR IS NOT PRESENT) SHALL HAVE A SILL HEIGHT OF 44 AFF MAX W/MIN NET -CLEAR OPENING OF 5.7ft, 20"02.4"h CLEAR OPENING=.WINDOW SHALL BE OPERABLE INSIDE ROOM WITHOUT KEYS, TOOLS, OR SPECIAL KNOWLEDGE, Q w m M b 0 w q N A.: C� 0 U oW C qgy C .6b O N �l qN LBpC �A v y^ � yy. i0 J 0. U V p�p O Aaqi 5� y m A a C � C v U S N RECEIVED20 FEB 14 2019 Permitting Department St. Lucie County, FL FURNOTEdwg NOTE TO FRAMER: 16JUL15 PLACE CONTINUOUS 4" TUFF--R INSULATION DIRECTLY AGAINST CMU WALL. INSTALL 4' FURRING STRIP (FIG 1) OVER INSULATION & ANCHOR TO WALL. OFFSET FRAME WALL 1}" WHERE IT MEETS A CMU CORNER (FIG. 2):SO.THAT .DRYWALL WILL PLANE OUT PROPERLY, -CMU WALL I�3" FURRING STRIP DRYWALL TUFF R �INSULATION �� 1.5 INTERIOR FRAME FIG. 1 FIG. 2 WALL GARAGE ENTRY D NOTE: ENTRY DOOR FROM GARAGE TO LIVING AREA SHALL BE SOLID -CORE (20 MIN RATED), WITH A SELF -CLOSER T DEVICE INSTALLED. REVISIONS: 09FEB19: 1: ADDED A/C VOLUME... 2. U _ J ai " 4 �qU W _'gym J CV Sheet of 2nd FLOOR 777 TO­11TAL. UNDER AIR . Z.IV.* QgRAGE ..LANAI FRONT PORCH TOTAL UNDER ROOF TOTAL A/C VOLUME STEPHEN E. KASTNER, PE - co FLORIDA REGISTERED ENGINEER _ * o LICENSE #'PE 0039528 5320 FLORIDA PALM AVE COCOA, FL 32927 Off• (321) 403-2093 -- FE� 7- - - - - - - - q. i uu 0' 0" FFE _ - .- - - - - - - - - - - - +38.9 +39.0 35 1 +- - - - - - +39.0 i - - 42.5 - 42.5 42.5 - 39 3 (WEIGHTED AVERAGE) ` A FRONT ELEVATION I - lL \ T LI '.. -:. IIjI I - RE NF. TYP. Emil ;L�11 f ---- -- ?s' OSB OR CDX MIN SPAN PLYWOOD CLIPS (1) CLIP RATING 24/16 (SHINGLE); EVENLY SPACED BETWEEN 32/16 (TILE) DO NOT OVER TRUSSES (MIN). [NOT REQ DRIVE NAILS FOR SHEATHING.] 1112 BLOCK TRANSITION TYPICAL 'NAILING •-SEHE'DULE vAPRo6 SCALE: NITS -.NAILSC.HED.dwg `: 06MAY14. 'JAP 'SCAj E:. NTS NOTES: 1. 5:12 PITCH TYPICAL UNLESS SHOWN OTHERWISE 2. 24" OVERHANGS TYPICAL 3. ALL 1st FLOOR WINDOWS & DOOR OPENINGS TO BE 8' 0" AT TOP OF OPENING, ALL 2nd FLOOR WINDOWS TO BE 20'-0 AFF (1st) AT TOP OF OPENING, UNLESS SHOWN OTHERWISE. WINDOW PROTECTION NOTE: WINDOWS SHALL EITHER BE IMPACT RESISTANT, OR ROTECTED.BY APPROVED EXTERIOR SHUTTERS, PANELS OR OTHER DEVICES COMPONENTS AND CLADDING PRESSURES TABLE ALLOWABLE STRESS DESIGN - 170 MPH ULTIMATE EXPOSURE 8 ROOF ANGLE T < 0 <= 2T MEAN ROOF HEIGHT H 25'. INTERNAL PRESS COEFF: 10.18 EFFECTIVE WIND COMPONENT ZONE LOCATION AREA (SQ FT) PRESSURE (PSF SF <= 10 24.2 37 8 1 ROOF SF >- 20 22.1 -36.5 SF >= 50 19.3 -35:1 SF >= 100 17.0 -33.8 SF <= 10 24.2 -66.2 2 ROOF EDGE SF >= 20 22.1 60.8 SF >= 50 19.3 54.0 SF >= 100 7.0 -48.6 SF <= 10 24.2 -98.6 3 ROOF CORNER SF >= 20 22.1 -91.8 SF >= 50 19.3 83.7 SF >= 100 17.0 -77.0 SF <= 10 42.1 -44.6 4 SF >= 20 40.1 43,2 WALL SF >= 50 37.7 40.5 SF >= 100 35.8 -39 2 SF >= 500 31.3 35.0 SF <= 10 42.1 -55.4 5 SF >= 20 40.1 52.7 WALL CORNER SF >= 50 37.7 47.3 SF >= 100 35.8 43.2 - SF >= 500 31.3 35.0 -10 GENLINTEL24.DWG PRECAST LINTEL SCHEDULE 26SEP17 APPLIED LOADS ON ALL PRECAST LINTELS HAVE BEEN REVIEWED TO INSURE THEY ARE WITHIN ALLOWABLE LIMITS ALL UNITS ARE IN PLF LENGTH SAFE GRAVITY APPLIED GRAVITY SAFE UPLIFT APPLIED UPLIFT COMPOSITE BEAM REMARKS 1A 4' 0 RECESS 8060 <2000 4409 :<1500 8F22-18/iT 26xx DOOR 4'-6' 8672 <2000 4292 <1500 8F24-1B/iT 2x WINDOW 2C A 6" 6113 <2000 2724 <1500 8F16 iB/1T BEAM MISC -0 OPENING �J 5'10" 4889* <2000 3295 <1500 8F24-1B/1T 3x WINDOW ✓;. 7'-6" 5681.` <2000 2314* <1000 8F24 16/1T 6. SGD OR 2 2x WIN � 4`J 4' 6" RECESS 8060 <2000 4224 <1500 RF22 1 8/11 30xx DOOR 04- 9 4" 3486 <1000 1539* <750 8F24 1B/1T ,8 SGD OR MISC -T0 6" 1533 <1000 777* <500 8F1$ 1B/1T9 SGD OR 2 3x WIN 11 `4R'ECESS 4" '8060 <2G00 4409 <1000 RF22-1B/11 28xx DOOR 13'-4" 1 1075 <750 521*. <350. F16 1B/i .12 SGD OR MISC 13 13.'-4` 1838 <1500 827 <750 F24 19/1 12 SGD OR -MISC 2�' 21' 4" 598 <550 . 272* 1 <250* 8R18 1B/1T 18' HGD *-REDUCED FOR GRADE 40 REBAR.. *•_PLF APPLIED EQUIV LOAD DERIVED FROM CONCENTRATED LOAD(S) USING METHOD OF EQUIVALENT BENDING MOMENTS. 11 =DUE TO HIGH CONCENTRATED LOADS, ANALYZED MOMENT, SHEAR & VERIFIED WITH PUBLISHED-ALLOWABLES: FROM CAST-CRETE ENGINEERING. NOTES: R-RECESS ALL GABLES AND JACKS <250plf USE CAST CRETE (OR EQUAL OR QUANTITY: OF 45 REBAR @ BOTTOM OF LINTEL CAVITY NOMINAL HEIGHT- - - - F=FILLED w/GROUTi- = 1 U=UNFILLED, (� r "� BETTER) SF16-18/iT.IF .POSSIBLE NOMINAL WIDTH- �1 V1 B /�1 T' QUANTITY OF #5 REBAR @ TOP OF LINTEL CAVITY +37.8r +37.0 +40.0 +35.9 - 41 4 - 40.6 43.6 - 39.5 B 1 REAR ELEVATION - 5 CONT. A - CENTERED 16" P.T. 2x8 FOR . GENERAL- VALLEY NOTES.. I TORSI P TORSION SPRING (As REQUIRED) REQu � �• , 8 BOND BEAM 5 CONT. SEE;ELEV 1 RAFTERS TO BE 2x4 SPACED 24 O.C. UP TO 8 USE 2x6 UP TO 12 LENGTH: 2) .RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0-0"TO HAVE (2x4) COLLAR TIE, OR ----'--- --- -9- ---- ---- --- ---- ---- ---- --- - VERTICAL K E R AT 1 RAFT PAN UP T 24'-0" MAX RAFTER LENGTH).: KICKER, ER, L2 ER S ( 0 - 3) RIDGE BOARD SHALL BE 2x6 MIN: FOR 2x4 RAFTERS; Bc. 2x8 MIN. FOR 2x6: RAFTERS: __ -I-- ---.' --1 -- I - ------ --------+------ -- ------------------------- d- -'-- _J . 4) ATTACH RAFTERS 4' OR LONGER TO RIDGE.' BOARD AND: CLEAT USING (1) USP RT7A T-- P.C. LINTEL 1 CONNECTOR, NAILED W/ (8) 8dx1-1/2" NAILS, ALL OTHERS TOE -NAIL W/ 0;131x3' GUN NAILS. I ' (1) #5 CONT _ 5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER. I I I -FOR 1x6 (MIN) PT I I I 1/2" DIA WEDGE ANCHOR PT 2x6x16' ANON W/ I 1 BUCKS OR 2x6 PT I N 3 1/2" EMBEDMENT 1/4.0 x 2-3/4" N BUCKS USE J'4 x I I I TAPCONS @ 24" O/C +t 3.75' TAPCONS AT '14. I.00 z O/C (MAX), I i N 1/2" DIA WEDGE ANCHOR \ O I I 3 1/2" EMBEDMENT a > I I I I (REQUIRED ONLY FOR WINDLOAD POST) I I U U U U U U U m:n rn W.mw m g N o U a v k �iii v •� q 2u p B: a U �d A 0*) t• 4 0 Q 9 W' v y F ' a �w ro Sheet SEE NOTE 2).. w I w b 2 of 6 > I II +I DIA, J-BOLTS :' � Il r II \ 1 o I A - - 1' REVISIONS: Exterior •El evations I' _ a - (7) RT7A ®EA END. OF �� USP THD26 FASTENED TO CLEAN .OUT I I _I. .".. I (. • N I I 8v Structural Details LONG FRAMING MEMBER: PEAK OF PREVIOUS TRUSS: 11 ACCESS HOLE h ': �" L.- �'- �- -J ` - 08FEB 1:9: - - TRUSSES - I (SEE NOTE q4.) GUN I N le: 1 4„ = i�_0„ ' ,(5) 10d G BELOW I I:• 1. REVISED LINTEL -SCHEDULE 1-----------------------------------=------------------ ---- - -� / I, LS EACH END. = m � . T•. 2. 1\111111.IIIIIF - - -- 2)2x4 CLEAT UNDER VALLEY FRAMING .-: ` - - - w - - -- - - ANCH.CLEAT TO EA TRUSS BELOW W/.(4)10d GUN NAILS FOR,VALLEY RAFTERS 6' & LESS. OVER 6' USE - ------ -- '-' --'- a= o�...,..,,,,..,�.,.,•�,�.,.,..R..�.�R s, USP RT7A CLIPS & USE 2 USE WS45 SCREWS PER CLEAT -OR- CUT SLOT AND BEND 12' STRAP (FROM FOOTING AS PER FOUNDATION PLAN "T ANY MFGR) AROUND TRUSS) BELOW, FILL ALL HOLES WITH Sdxi.-1/2" NAILS (MIN.), SPACE STRAMS EVERY - --- •••:: OTHER TRUSS. #5 DOWEL WITH 25" OVERLAP STEPHEN E. KASTNER, PE _ �! FLORIDA REGISTERED ENGINEER . LICENSE # PE 0039528 DGG.R... < T 5320FLORIDA PALM AVE. 3 501 VALLEY FRAMING DETAIL o902 SLIDER BUCK AND EBAf DE AIL 1301 GARAGE GOAL POST cocon,FL3292� ��O•* SCALE: NTS SCALE: NTS (321) 403 2093 q A(] , 09FEB15 OSJANI4 21 APR06 SCALE: NTS :OS.'(•o�7'/// A c[ui v C ro� B$ qti w o Qa C a pja w •U,v C ti a pap a� F U aA v P.T 2x6x8' TYP EACH END 1/2' DIA: J BOLT WITH 1 \\ w I I I I N 2" WASHER TYPICAL': v! �� II EA. DOWNPOUR TO HAVE II I I (1) #5 CONT. I 5 VERT.. STEEL WITH, 12. I 11 In If # I II - FIR OUT WALL w -1- - I . HOOK. FOR 8 0 WALL 11 :z I II N FOR DRYWALL ¢ NU, E. w 11 II \ USE 7 -8 , FOR 9 4 I I II A ACHMENT. > A 1/2" DIA x 4 1/2"• LG \ WALL USE 9' 0 11 ETC. G- I MIN. WEDGE.ANCHOR MAY II II II I #5 CONT. I > COLLAR TIE As REQUIRED, CELL FILLED SOLID I 3 ( I I � I I � BE USED IN LIEU OF 1�2 I , I E-i p. 5" `. I I I flf/ 0 -0' FEE... - 7777-777 7 7 7 7 7-17 1 I +39.0 +38.9 +39.0 +35.1 I - - - - - �.- - - - - - - 42 .5 - 42.5 - 42.5 T A ERAGE) /d.� FR(1NT FI F\/ATI(1N I I PRODUCT APPROVAL AFFIDAVIT GLASS RATED FL#- PRODUCT MODEL MFGR TYPE ATTACHMENT PRESS (PSF) 15576 WINDOWS Ocean Viwlnco IMPACT '0x3,25' TAPCONS 3' 155 view :ROM: ENDS. & 12' O/C FRAMEK2)#10x1,751 15576 MULLIONS V43 N/A CMUdI)}'x1.5 TAPCONS f77.9 SLIDING 15590 GLASS 632.620PD IMPACT: #' x2:25', TAPCONS, FAH ±50 DOORS.. 20468.1 SWING TYPE CLASSIC THERMATRU N/A '0X2.25' TAPCONS @ 150 DOORS CRAFT 14' O/C GARAGE ANCH TO BUCK +36 15371.2 DOORS 824 DAB Door co N/A /(1)A'x1.63 LAG PER -42 BRKT NON METAL ROOF Edge Loc Ige L JA TAYLOR N/A #IOxI' PANCAKE HEAD 101 18-1023.17 : S RWS ,@ 6,75' 6 12' 0/C PLEASE SEE ELEVATIONS FOR ALL THE DIFFERENT DESIGN PRESSURES WHICH VARY DEPENDING ON SIZE OF OPENINGS. 8d FULL HEAD RING SHANK ... � GUN NAILS @ 4": OC`W/IN• 48" 8d' FULL HEAD R OF EDGES, RIDGES & ON FACE SHANK GUN NAIL' •OC 39 OF GABLES.6" THEREAFTE r #5 HORIZ REINF> BAR J1 1. „ #5 VERT REINF BAR L ... W/ 12" BEND w ` L :.. a z,' '. 5 HORIZONTAL � .; ...,.. ..... , -. _ .... .. •- •, ': . ,- •'. . r;- .. .. ... :�.-.., I REINF.- TYP.. I TTTJ 1 ' ji" OSB OR " CDX MIN SPAN ..PLYWOOD CLIPS (1) C RATING 24/16 (SHINGLE); EVEINLY SPACED BETWE 32/16 (TILE) DO NOT OVER TRUSSES (MIN). NOT DRIVE NAILS FOR 8" SHEATHING.] 1112 BLOCK TRANSITION TYPICAL. NAILING SCHEDULE z1APRo6 SCALE: NITS : NAILSCHED'dvag 06MAY14'. JAP SCALE: NTE .. , .. __ may' ... +37.8 +37.0 -41 .4 -40.6 B REAR ELEVATION GENERAL VALLEY NOTES! 8„ BOND BEAM 1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12 LENGTH. +40.0 +35.9 43.6 -39.5 (1) #5 CONT. CENTERED 16" P.T. 2x8 FOR TORSION SPRING (AS REQUIRED) 5 CONT. SEE ELEV. ---- --- __- ---- ---- - - - - - - - - - - -e- ---- ---- - - - - - - -- - -- __ ' 2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12 -0 TO HAVE '(2x4) COLLAR TIE, OR. -- -- VERTICAL KICKER," AT 1/2 RAFTER SPAN. (UP TO 24''-.0" .MAX RAFTER LENGTH) I (-- _ .. 3) RIDGE BOARD SHALL BE 2x6 MIN. FOR 2x4 RAFTERS, & 2x8 MIN: FOR 2x6. RAFTERS. -c------ --------------- ------------'-'------------c--� 4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP RT7A P C. LINTEL I I I .. CONNECTOR, NAILED W/ (8) 8dx1 1/2" NAILS, ALL OTHERS TOE -NAIL W/ 0.131x3" GUN NAILS. 1 (1) #5 CONT. 5 ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER: I FOR 1x6 MIN PT ( ) I I I 1/2 DIA WEDGE ANCHOR PT 2x6x16 ANCH W/. I. I BUCKS OR 2x6 PT � N 3 1/2" EMBEDMENT 1/4„ 6 x 2-3/4„ BUCKS USE J'm x I I +I TAPCONS ® 24" O/C _H 1 3,75" TAPCONS AT 14" I i ml ro 0/C (MAX). I 21AANCHOR N \ 0 1 I I N 3 1/2 EMBEDMENT a 1 I (REQUIRED ONLY FOR WINDLOAD POST) I I NOTES: 1. 5:12 PITCH TYPICAL UNLESS SHOWN OTHERWISE 2. 24 OVERHANGS TYPICAL 3. ALL 1st FLOOR WINDOWS & DOOR OPENINGS TO BE 8'-0" AT TOP OF OPENING; ALL 2nd FLOOR WINDOWS TO BE 20'-0" ALF (1st) AT TOP OF OPENING, UNLESS SHOWN OTHERWISE. WINDOW PROTECTION NOTE: WINDOWS SHALL EITHER BE IMPACT RESISTANT - OR PROTECTED BY APPROVED EXTERIOR SHUTTERS, PANELS OR OTHER DEVICES COMPONENTS AND CLADDING PRESSURES TABLE ALLOWABLE STRESS DESIGN - 170 MPH ULTIMATE EXPOSURE 8, ROOF .ANGLE 7' < 0 <= 2T MEAN ROOF HEIGHT H - 25' INTERNAL PRESS COEFF: t0.18 EFFECTIVE WIND COMPONENT ZONE LOCATION AREA (SQ FT) PRESSURE (PSF SF <= 10 24.2 37.8 1 ROOF SF >= 20 22.1 36.5 SF >= 50 19.3 -35.1 SF >= 100 17.0 .33.8 SF <= 10 24.2 66.2 2 ROOF EDGE SF >= 20 22.1 -60.8 SF >= 50 19.3 -54 0 SF >= 100 17.0 -48 6 SF <= 10 24.2 98.6 3 ROOF CORNER SF >= 20 22.1' -91 8 SF` >= 50 19.3 83.7 SF >= 100 17.0 77.0 SF <= 10 42.1 44.6 SF >= 20 40.1 43.2 4 WALL SF >= 50 37.7 40.5 SF >= 100 35.8 -39.2 SF >= 500 31.3 35.0 SF <= 10 42.1` 55.4 5 SF >= 20 40.1 52.7 WALL CORNER SF >= 50 37.7 ` -47.3 SF >= 100' 35 8 43.2 SF >= 500 31.3 -35.0 n N is A8 m a$ o � q I I P.T. 2x6x8 TYP. EACH END 1/2" DIA. J BOLT WITH I I S y w 1 : I. I 2" WASHER TYPICAL. 1 . :R.: ° I < EA. DOWNPOUR TO HAVE I I cc cc #5 VERT. .STEEL WITH .12' FIR OUT WALL �.w �\ I HOOK: FOR 8' 0' WALL 11 z II II N FOR .DRYWALL 1 4 a NOTE: N ii II FEB I'4 2019 \ USE 7 -8 , FOR 9--4 I I ATTACHMENT. > A 1/2" DIA x 4 1/2" LG. I P211111i 1 WALL USE 9 -0 ETC. 1 a II I MIN. WEDGE ANCHOR MAY I II tln9 e cir n+ COLLAR TIE AS REQUIRED,. CELL FILLED SO I g - _ St. �. ( 1 SOLID 1 BE USED IN LIEU OF 1/2 UCIQ SEE NOTE 2). II I N N I 11 LOGYI 1 > I II DIA J-BOLTS II 1 \\ II tl 0 REVISIONSb (1) RT7A ® EA END OF USP THD26 FASTENED TO CLEAN OUT ;n I I I _I I I LONG FRAMING MEMBER. VI TRUSS. I1 h c� C-. - I' F TRUSSES PEAK OF PREVIOUS USS ACCESS HOLE 1 J .I 08. EB19 (SEE. NOTE #4.) 5 10d GUN. I N I I " 1. REVISED LINTEL SCHEDULE ( ) BELOW L------------------------- ----- --- ---- -�. NAILS EACH END. m T 2. REVISED PAA ---T----- -t - ��` (2)2x4 CLEAT UNDER. VALLEY FRAMING --J __ ---=.---- ---�`- -- ANCH CLEAT TO EA .TRUSS BELOW W/ (4)10d GUN NAILS FOR VALLEY RAFTERS 6'. & LESS. OVER 6'. .USE --`------ ---- -�--- FOOTING AS .PER. FOUNDATION PLAN ' USP RT7A CLIPS & USE (2) USP' W545 .SCREWS PER CLEAT. -OR- CUT SLOT AND BEND 1 2' .STRAP (FROM ' ANY MFGR) AROUND TRUSS BELOW, FILL ALL .HOLES WITH 8dx1-1/2"NAILS (MIN.), SPACE STRAPS EVERY #5 DOWEL WITH 25' OVERLAP OTNER.. TRUSS. i 1501 VALLEY FRAMING DETAIL 0902 DOOR SLIDER BUCK AND REBAR DETAIL (aGARAGE GOAL POST o9FEB,5 SCALE: NTS osJAN14 SCALE' HITS APRo6 SCALE: NTS M1 1 v T ff Z H ��, z U) U) o ax e a p a v x v o � `•. Q m z w a m a w w N m Ti o m u 0 ro Yi 0 ro� ° 0 O N •+ •+ N O N O �i U c) °a+ a • U ri 4 ri N Beset of 6 Exterior Elevations (, Structural Details Scale: 1/4" = l'-O" _,�\,I11I1 I III//',. STEPHEN E. KASTNER, PE FLORIDA REGISTERED ENGINEER LICENSE # PE 0039528 " 5320 FLORIDA PALM AVE. TE.OF COCOA, FL 32927 OT : �w (321)..403-2093 8 Da 20�', •':(ORIOP•• ��� j A �o�0000�o pp • 5: ` . t • (2) 2x8 FOR OPENINGS TO 5'-4 b. +39:3 - - 507 LE-5 .7' (2) 2x10 FOR OPENINGS TO 6'-6 ; - USP SPfH SEE CONN cv N . (2) 2x12 FOR OPENINGS >6'-6" LNG ON PLAN (TYP) SCHEDULE O x e g e A q SEE ELEV � q qGg, !!••�� CO ." R, .: 2 .USP MSTA24 „:' O 5 N 1 4'0x2-3 4 TAPCON W 18-10d x 1.5 % / / „ w .. �. a 5 „ SCREWS @ 24 0 C UNp / 1 F T o RON & 1 BACK a EA END OF NOR N a a JACK STUD FACE NAIL' FULL STUD TO USE 2 JACKS N : JACK WITH. 10d GUN. NAILS a a. a PT E H .n ,. .FOR HDRS m ov•R x AT 12 O:C.-STAGGERED 54 .. LONG 2 :: O O O A.Y w N O+ A o (2) USP RT7A PER o ,..FULL STUD 'TRUSSNAILED LED WITH 8 SEE TYPICAL WALL - Sd .NAILS EACH TRUSS, - -.. ::.:: .SECTION. DETAIL 1 RT7A ON END- .- `. '... 2x FRAMING SPF CS ,. ..,... _, .. G 2 AT i 6" 0 C # /.. M �f . _., ....'. • '- _ MID HEIGHT.: BLKNG -USE 2x6 & MID- ..:. FOR'WALLS OVER HT BLKNG BTWN OL 10 AFF STUDS OVER 10 :: I a UNO SEE PLAN �r r-� I ' TRUSS , TY MAX P USP SPTH SEE CONN SCHED ° (1). 2x6 PT LEDGER ANCHORED n EL.t (0 0") 8 •(%% }-•1 PER LEDGER ATTACHMENT NOTES II II 11 PT 2x4 CONT. II n " (ANCHOR BOLTS @ 12" O/C MAX); L; L� IL.LL. - LEDGERS AT. TOP AND BOTTOM SEE FOUNDATION PLANS 0 FOR WALLS RESISTING UPLIFT USE1/2"0. x. 10" 48' MAX... 6' c FQ •: MINIMUM J BOLT OR WEDGE ANCHOR WITH 2% NOTE: IF WALL IS NON. BEARING, THEN :. �, A.A Fa•i 511A EYEBROW ATTACHMENT DETAIL WASHER SPACED PER CONN SCHED; OTHERWISE UPLIFT CLIPS; STRAPS, OR BOT. PLT ro r�i 09D SCALE' NTS ANCHOR T ARE N REQUIRED. .USE SHOT NAILS OR G NAILS AT 24" 0 C C BOL S E OT � 1 BEARING FRAME/BLOCK WALL DETAIL C; ..SCALE: NTS o ..... ... ' .. ... --. ', .....: �.. .... :. ..... :. r ;. ..:. \>/ •yD< .tit ^oN �" � ,a�., +40.0 00 @ \ 43.6 C RIGHT SIDE ELEVATION : � �P � N •e i `ti F Ct" F 3/4" DECKING - 2 2ND FIN FLR, o 2 :. RISERS AT 7 3/4 MAX.. 1 1/2„ - 2 0 HANDRAIL 1 1/2:, MIN FROM WALL. TREADS AT 10" MIN - RISER pro TERMINATE AT NEWEL POST. AT TOP ..& BOTTOM .:NOSE w ' AS APPLICABLE OR RETURN TO WALL (NO§RTO ) O so PICKETS PACED SO A 4" §PHERE �+ >,� ., r? FASTEN HAND RAIL TO NEWEL P % bA Wa 0) N CANNOT PASS s Fi OR TRUS 8 .ti . ... .., ,. x 0 SES ' POST WITH. (i) 3/8 DIA. X 3" P o LONG BOLT OR PER MFG SPECS THROUGH �� SEE 1-STORY TYPICAL WALL SECTION FOR tD m 20 -8 TO TOP OF WINDOWS THIS WALL. ONLY :. :. , . ., : :.... •...:: -. d� m (� ( ) 2xS LEDGER MIN. ANCH (aCNr _ se ROOFING SPECIFICATIONS CA fib` ' :... ,.. W' 4 10 PER CONN .: o -' � ,.. _ .. :. ,.. .. , . w ATTACH WOOD SPINDLES TOP AN 4 / O d ° • 45. i : .., _ D E D �, OR. 6„ 0/C MAX. S.," c ICYNENE INSULATION A Cy BOTTOM WITH POWER FASTENING eP w ° R20 MIN 2x12 STRINGER ANCH TO HDR > SCREWS OR FINISH NAILS AND � � W TRUSS ANCHOR SEE ANCHOR ADHESIVE, PER MFG SPECS. AND PLATE W 1 USP RT7A' R N C1 a SCHEDULEPRE-ENGINEERED TRUSS cC it ANCH: TO . -EA STUD W 2 10d. „ AT 24 0/C. U 16 -8 TO TOP OF ATTIC ACCESS DOOR `. I '': --- q 5 - - -- 8 �'� FASTEN NEWEL POST TO WALL Sf PROTECT UNDER STAIR SURFACE W 1 2 G P AR o R T „ FRAMING_Wd.ii 2 1 2 DIA: n i O / NOTE: 19 I . 7 q ; > X 10-3/4" ( ) R SERS @ ALUMINUM DRIP EDGE _ ° N / LONG LAG BOLT N m ,� q ., I. MINIMUM OR PER MFG SPECS. II. i (18) -TREADS @ 1'0' r. „ q u $ 1/2 GYPSUM CEILING BOARD o p.. F. ^'•,a•,�:- ,> �: ,..,II .! .: : _ =�y 2x4. PLATE. ANCH TO °a " FLR;;W . 2) CUT NAILS .:. ( - m > DOUBLE 2xTOP PLATE 'o $ "x. - ., -. ... - ALUMINUM FASCIA. OVER,... - ST FIN. ELR:. 6R # 4 0 x,3... o @• 12'-0" TO TOP OF 24 sq A/C CHASE , ,ip .- 2x NAILER (SEE $HC. )I HEADER PFR r)PFNINh -17F `. N w. �I T',', ': is TEXTURED CEM _�N• 1 x4 PT .FURRING , SEE rl EVATION PLASTIC:"J` y BRICK MOLD .— CORNER BEAD SHIM 1/4" MAX 1/4"0 TAPCON SPACED PER DOOR A WALL JAMB MANUFACTURER A 7j„ CMU FILLED CELL TEXTURED. CEMENT .7 'All (BEYOND)_ ' • 1x4 PT FURRING JAMB DRYWALL 1/4"0 TAPCON ED DRYWALL RETURN SPACED PER DOOR MANUFACTURER BASE BOARD 4�" PLASTIC "J" OUTSWING DOOR SILL I I ' I PRECAST BEAM PERF OR V 1x4 CMU CASE - OR 2 I PER FLOOR PLAN I 3 16 #5 HORIZONTAL REINF: 1-1 / I I T&G CEILING TYPICAL WALL 10--SEE USE WATERPROOFT PAINT) I (1) I I I 8d GUN NAILS 8d GUN NAILS 8d GUN NAILS 8d GUN NAILS EMBEI AT 4" O/C AT 4" O/C AT 4" O/C AT 6" O/C Ili THEREAFTER TEXT l +I: CLEAI CMU COLUMN -SEE FLOORPLAN FOR SIZE AND REINFORCEMENT I 11 20 ACBLE GROL -72".MAX AT & 0/C. COMMON �,1. TRUSS-TYP. 1 11 11 GABLE END TRUSS SEE I #5VERTIN GROUTED CELL L-BRACE WEBS • BY 0 : (3) 10d I 1 FLUSH WITH EDGE .. I - OVER 6 0 HIGH.. GUN NAILS OF DOOR _JAMB 0-0_FFE —® DOOR STYLE II I I „ 5 32 cox / TYPICAL (CAULK JOINT) - SS_ 5 � I I I NAILS @ 4" 0 C L L - - _ _ - _ - --- SEALANT SILL SE L ,: 5/8 GYPSUM -- SOFFIT BOARD $ SILL JAMB ENTRY COLUMN PC LINTEL SEE CONN. B PER PLAN I PER PLAN SCHEDULE SEE FOUNDATION PLAN FOR DIMENSIONS AND REINFORCEMENT CMU OUTSWING DOOR JAMB DETAILS 0922 FLUSH WITH EXTERIOR WALL 4 032 PORCH DETAIL 1221A REAR PORCH E RGABLE A END 05JANI SCALE: NTS OSAPRI2 SCALE: NTS SCALE: NTS. . WINDOW PER PLAN p « 1402 STAIR & RAILING DETAIL 0 go •, PAINT/SEALANT a . ON STUCCO CC -0]FEB19 r+ A SCALE: ON PAPER BACKED WIRE LATH w E E LA J N • SEAL A N v ALL OPENINGS AND CRACKS N ON ROUE WRAP. A v ° S CAULK AL N L a 1 OPENINGS CRACKS: ALL FORMS MARBLE SILL w a V g VAPOR BARRIER SYSTEM). Vora 1/2' DRYWALL (TYPICAL) 00 A.., to � :.: 7/16" OSB OR 15/32 CDX w ANCH W/ 8d GUN NAILS @ 2x4 STUDS AT 16" O/C 6" O/C• UNO. EXTEND OSB R-11 INSULATION ti OVER FLOOR TRUSS- 0 o Q OOFING INSTALLED PER MANUFACTURER -OR USE 1/2" DIA LAG SCREW � 5�5. ATIONS OVER PEEL & STICK MEMBRANE EA. FLOOR TRUSS (OR 24" 0/C) 3/4 T & G DECKING ANCHORED WITH GLUE :5 C 16 AT 2 1/4" FROM OUTSIDE EDGE AND 8d RING SHANK GUN NAILS AT 6" O.C. v q. COX. (PER CONNECTOR SCHEDULE) 2 ;4� R20 MIN ICYNENE INSULATION � �o p.. CHOP SEE ANCHOR 12 F "pR�EsJ (2) 1Od NAILS AT EACH TRUSS PRE-ENG TRUSS @ 24" O/C TRUSS ANCHOR SEE CONNECTOR FLOOR TRUSS OR FLOOR ` SCHEDULE JOIST (PER PLAN) v�ob A DRIP EDGE ,• � v 1/2' GYPSUM CEILING BOARD N 1/2" GYP CEIL BRD UNO FASCIA OVER LINTEL COURSE WITH (1) #5 CONTINUOUS LINTEL COURSE WITH (1) #5 CONTINUOUS q AND #5 .CORNER BARS WITH 25" TYPICAL - AND. #5 CORNER BARS WITH 25" TYPICAL OVERLAPS.` FILL WITH-3000' psi PUMPMIX. OVERLAPS. FILL WITH 3000 psi PUMPMIX: A SEDALUM. SOFFIT 8" PRECAST LINTEL OVER ALL z z F a o 8' U SHAPED PRECAST LINTEL OVER ALL OPENINGS WITH (1) #5 IN EACH o OPENINGS WITH (1) #5 IN EACH 0 Nm, SEAL ALL '.OPENINGS. AND CRACKS SEAL ALL OPENINGS AND CRACKS w BUCKSMIN ANCH TO w 1x4` PT BUCKS ANCH TO CMU w ° c 3/8, T NAILS OR 6d w W/ 1 3/8 T-NAILS OR 6d CASE w� 5 D GUN NAILS AT 6 O/C PRECAST SILL NED GUN NAILS AT 6" O/C OR PRECAST SILL BY PRECAST MANUFACTURER N PT BUCKS MIN ANCH W/ I 2x6 PT .BUCKS ANCH. W/ 3/16"0- ° �a TAPcoNs @ 12" o/c w/ V, x3",raPcorls @ 12" o/c W/ 1 1/4" � IINUMUM EMBED. 3/4" PT FURRING STRIPS, (TYP) w MINUMUM EMBED 3/4" P T FURRING STRIPS (YPICAL) w a 'R, WITH R9 CORE FILL INSULATION > WITH R9 CORE FILL INSULATION �� '`4r N a II I > g 1/2" DRYWALL (TYPICAL)' :: ' : 1/2" DRYWALL (TYPICAL) OWEL 12" MINIMUM (1) #5 DOWEL 12 MINIMUM AT AND 25" LAP -TYP EMBEDMENT 25" LAP -TYPE II If CEMENT II BASE BOARD TEXTURED CEMENT 11 BASE BOARD (TYPICAL) •� T .OPENING FOR EACH 'I CLEAN;)UT'OPENI.NG FOR EACH 'I CELL R T _ G Old ED CELL I :.. . , •, 14 2019 � PI FOUNDATION A Per LEPL N .• SEE New I?ILE FOJJNDATION. PLAN - lttl of 6 2S ' , - BY OTHERS : L S rtment vtsio . Lu e • _: .: ' t Exterior Elevations 09FEB19: & Structuraf Details 2 REVI TYPICAL WALL SE 2. q ;.D STAIR DETAIL Scale. 1 / 4 1 ' III1, 0101R TYPICAL-WALLSECTION .*,,' 3, DDED FLAME SPREAD NOTES ®�N, , 01 t1G TYPICAL WALL .SECTION 4 ADDED FLOOD NOTE os�ANn SCALE: NTS •, ' ': os�ANn SCALE. NTS ."�,•+'•n � ' STEPHEN E. KASTNER, PE _ FLORIDA REGISTERED ENGINEER _ *. LICENSE # PE 0039528 5320 FLORIDA PALM AVE. E OF COCOA, FL 32927 O •, • '•U (321) 403-2093 // ,CORIDP.•••1�z-' FES 0 8 Z ; al any I ELEGEND.awq EXHAUST :VENT NOTE: 16MAY18 .. 1. ALL EXHAUST FANS SHA LL LL BE VENTED THROUGH THE ROOF. 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR - THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' I - - OF A/C. CONDENSER)_ NOTES TO PLUMBER: T 1: WORK SHALL COMPLY.W .. / LATEST ED: OF.FBC PLUMBING. I 2. WATER HEATER SHALL HAVE PAN AS RE QUIRED, UIRED AN RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. • 3. CLEANOUTS SHALL BE PROVIDED ®. BASE OF STACK & ' ® 4 -0 AFF IN LAUNDRY ROOMS v \ it _ _ , \ U WP220 \ WP \ POOL PREWIRE FIELD LOCATE.. R I \ R R L i \ / \ / HB GFI WP 1 ,.. GFI o IL I I 1 GFI �. [�D GFI GFI- x� I 14 COMP cl WF OF WP OFi ELECTRICAL SYMBOL LEGEND SMOKE/CO DETECTOR S�D (COMBO. UNIT) EXAUST FAN SWITCH WALL MOUNTED 3-WAY SWITCH LIGHT FIXTURE 4-WAY SWITCH CEILING MOUNTED LIGHT FIXTURE DIMMER SWITCH RECESSED CAN LIGHT FIXTURE 110 V OUTLET RECESSED VAPOR PROOF FIXTURE V SWITCHED OUTLET FLUSH MOUNTED O LIGHT FIXTURE 220 V OUTLET 2200 PENDANT LIGHT ��yp} DIRECT WIRE Y FLOODLIGHT TV JACK -I-� FLOURESCENT PHONE JACK pRD LIGHT CEILING FAN SPEAKER PREWIRE �u- PREWIRE ONLY � � � A 3 q �r ❑� a x x o U C ti �pCvy, _ V7 pp?? 0. C b �C aD co w W co' o] W w q cNv rn �' 0 0 0 4Ld U c� U) U i ( 1 x O W N Q � � w Lo LO W fV Q ° J8 C4 ELECTRICAL LAYOUT NOTE: av a, v THIS SHEEF.PROVIDED FOR COST ESTIMATING PURPOSES u ONLY SPECIFIC DESIGN INFORMATION, IF REQUIRED FOR Q PERMITTING, SHALL BE PROVIDED BY ELECTRICAL o •C :SUBCONTRACTOR. 'b v m � C yk UA V/ yyd C� H 79 .Yy c� WJ N v Ad 5 U yy V M v Y q yo A F 0. n N 0 N 0 U� m N u V � - < - \ WEATHER .HEAD _ Q moo /o \ / co I �o .. 225 AMP - - , / PANEL 225 AMP, \ / O PANEL METER E] Sheet 225 AMP of 225 AMP 250 KCM ALUMINUM DI C 250 KCMALUMINUM DIC. METER --- - SERVICE CABLE H4 COPPER SERVICE CABLE - — #4 COPPER IZ4 , Electrical Plan cale: 1/4" = l'-O" CU TO COLD WATER PIPE AT HOSE BIB CU TO COLD WATER PIPE AT HOSE BIB" GROUND TO 5/8"x2O'—O" REBAR GROUND TO 5/8"x20'—O" REBAR a EMBEDDED IN FOUNDATION (AND EMBEDDED IN FOUNDATION (AND A t'w�/� GROUND 5/8°x8' GALV. DOWN ROD) - GROUND 5/8"x8' GALV. DOWN ROD) b(= ._^ "N DRAWINGS DO NOT REQUIRE ENGINEERING SEAL IF ABOVE GROUND ELECTRICAL RISER UNDERGROUND ELECTRICAL RISER- SYSTEM (SUNDER $120K&800A(ELEC);15TONS OR RISER - LESS THAN 100 PEOPLE (HVAC); & 250 FIXTURE UNITS (PLUMBING) & DESIGNED BY A STATE LICENSED x '�'•��= CONTRACTOR. [F.S. 471.003,(2),(h)1&2I 22' 8' 37' 4 -6' 3' 14" 6 8" 6 0' 9 -10" 8A Q II ' i I; I I a O 15-4 5-8 8 " RECESS 5 9 5 9 1 I I I I i�T■�I �^ II J 3 8B 3 HB tp L N ■I I " i� I I I — 1— — — —1 _ M ml JI x CE . M W N I I ` ° r I �I■ I � -I ^ CEI -f-.=_`:_-_-. �, f■� J/ CM.0 PLUMBING I WALL ---__■III_ 1 „ PVC P FOR COME ---_ H IC� L 0A U \MC —'T<Y. ' -mAH ------------- 1IIIAy, Y 17' 5 °P BI Uo JI IL — J I I � STUB UP POWER FOR KITCHEN ISLAND FOUNDATION -3I ;.fi1- 5 1IIII _ THROUGH II Of ■C - 22'-6" REIJESS W II ■■■ III I \ L --JI - --— - I — — — — — — — — — - - — — — —— \ , 5 — _ — - — — 5 H B 3 — — 3 21,_4" 19'-4 CONCRETE PAD LOOTER. W/(4)#5. EACH WAY; 4 PLACES Ii 14 0" 9'-6" 12' 6" 4 8' 16'-0" 3 4" 60 -0" U U U U U N PLUMBING LAYOUT NOTE. q L- — #5 VERTICAL REBAR t fA A PER FOUNDATION PLAN THIS SHEET PROVIDED FOR COST ESTIMATING PURPOSES a° Oqq0 p (MIN. 25 OVERLAP) ONLY. SPECIFIC DESIGN INFORMATION, IF REQUIRED FOR "L' BLOCK I CONC SLAB PERMITTING, SHALL BE PROVIDED BY MECHANICAL AND In zp 40 0 b , F,F COLIC SLABPLUMBING SUBCONTRACTORS. g Fc I oCIO Q GG o a•� I FOUND.dwg 04MAR 16 C � FILLED CELLS AT z.. GENERAL NOTES: 5 A Y f B D.C. U N O (> '� A v 1 i .�- 1. IF A TERMITE CHEMICAL BARRIER IS TO BE APPLIED IT a CONC. 8 (1) #s CONT SHALL BE PER FBC,, SECTIONS 1816 & R320 x a x x DRIVEWAY 3" MIN COV. AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED x (2).#•5 CONT X+.. m a N 3' MIN. COV, TO THE BUILDING DEPT BY A LICENSED PEST CONTROL c a x 1 BEARING LOOTER 2 FOOTERAT OHGD COMPANY .PER SECT 105.10 x SCALE". NT5 • �: ,O scnLE NTs 2. A/C COMPRESSOR. LOCATION MAY VARY; FIELD LOCATE PER SURVEY 3. SEE FLOOR PLAN FOR PLACEMENT OF VERTICAL REINFORCEMENT. ¢ O O O 0 w 5 VERTICAL REBARc�i o PER FOUNDATION PLAN 1 ' (MIN 25".OVERLAP).. - I`#5 REBAR WEDGE ANCHOR I.L.O. J—BOLT NOTE: b I FF A. 1/2" DIA x 10" LONG MINIMUM WEDGE. ANCHOR MAY:... - FF II.- VARIES BE USED IN LIEU OF 1/2" DIA J BOLTS. ANCHORS TO - z a" E 1 BE LOCATED NO CLOSER THAN 2" TO EDGES AND 16 g I FILLED CELLS AT I FROM CORNERS AND ENDS. USE APPROVED EPDXY SYSTEM B O.C. u N o, L - (2): #s coNr AT CONCRETE EDGES.... t_, -� a - 3' MIN COV i� a •I _a• 4 (2) #5 CONT x* �J 3" MIN, COV. DOWEL ROD NOTE: a 0." (CURB SECTION {BEARING) • .LOAD BEARING INTERIOR STEP SCALE.NTs 1 SCALE Nts (IF APPLICABLE) WHERE SHOWN ■ OR • ON PLAN THERE IS A VERTICAL v #5.,(Vc=3000 psi MINIMUM). " - �---#5 VERTICAL REBAR • „ : I PER, FOUNDATION PLAN y E "L" BLOCK (MIN 25" OVERLAP) , q FF boNc SLAB coNc sue DOWEL ROD REPAIR NOTE: o 5 s' VARIES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED a FF FROM VERTICAL STEEL LOCATIONS, DRILL 6" INTO CONCRETE I-•1 4 1 (3 FROM EDGES ±5/8" AND 4" FROM ENDS OF CAP WALLS), FILLED CELLS AT REMOVE DUST PER MANUFACTURER'S INSTRUCTIONS AND .,.� } 'B' O.C. u N.0 (1) #s. CONt. L USE 2 PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE a SIMPSON EPDXY -TIE OR EQUAL EPDXY ADHESIVE DESIGNED 0 z) #s COLT X. FOR CONCRETE. 3' MIN COV. • ' NON LOAD BEARING EXTERIOR STEP (BEARING) I-' Il NTERIOR. STEP DETAIL 5 scare NTs -.� SCALE Nrs FOUNDATION LOAD CAPACITY NOTE: It THE FOUNDATION DESIGN. SHALL. HAVE A MINIMUM LOAD _ 1/2" DIA x1D' ANCHOR I #5 REBAR CAPACITY OF 2000 PSF WITH A MINIMUM OF 95% OF:. - BOLT (UNO) P 48" O.C. z I+ MODIFIED PROCTOR PER ASTM D 1557 MAX.("MIN. EMBED.) m I � I 1N THE EVENT THE SOIL BEARING CAPACITY FALLS BELOW Pi FF FF I THE: AFOREMENTIONED MINIMUM, THIS FOUNDATION PLAN �J 1 MAY BE SUPERSEDED BY AN ENGINEER IN SPECIALIZED W p 0) L-_ FOUNDATION DESIGN. U z - z M —L (z) I5 COLT (2) #5 COLT FOUNDATION NOTES: 3" MIN. COV, 3' MIN COV. rR.. Q N V CV. 0 1. USE 3-1/2" THICK SLAB (MIN) OVER CLEAN, TERMITE 6J 7 INTERIOR BEARING 7A INTERIOR BEARING_ A �+ *'•� v TREATED; COMPACTED FILL AND 6 MIL POLYETHYLENE f� �. SCALE: NTS.• ^^ O N y VAPOR BARRIER. SUBTERRANEAN TERMITE POST -TREATMENT v 1 +5 rq CQ d MAY BE BORACARE APPLIED TO GROUND .FLOOR WOOD ) 1 1 SURFACES; ILO SOIL TREATMENT. as 2. USE A MIN OF 1-1/2 Ibs OF FIBERMESH PER YARD IN SLAB. / o 3. CONCRETE COMPRESSIVE STRENGTH SHALL BE 2500 psi. ow � 'L BLOCK CONIC SLAB 4. ALL REBAR SHALL BE GRADE 40. w • + 5. MINIMUM. REBAR COVERAGE IS 3 IN FOOTERS AND 1-1/2' Y o coNc sue F / a �. t4 FG N WALLS. M FF < 6, REBAR OVERLAP SHALL BE 40 BAR DIAMETERS. (25"'FOR .FG 4.a_-. a,.. #5 BARS): FILLED AT 7. FOR INSIDE CORNER OF SLAB ADD 2 4 x 36" BARS a'` ••` - H .B �z O # a' O.C. U.N.O. DIAGONALLY 12" APART 2 FROM CORNER AND PLACED - WITHIN UPPER THIRD OF SLAB. Mp ',,'71,., �` Y„ p8. ."�• 1'-0.1 a . (2) #5 CANT B'•o :+t. 3 MIN. COV." (2) #5 CONT X. 3' MIN. COV. .H '.R BEARING LOOTER. -F' BEAR]NO FOQTER r7 h, 3 Ll scALe NTs SCALE NTs FOOTER DETAIL STEP NOTE: 7� IN THE EVENT OF A CONTRADICTION STEP-DOWN CALLOUTS c h ON THE ACTUAL FOUNDATION PLAN ITSELF SHALL b aI I N-#5�VERTICAL REBAR SUPERSEDE THOSE SHOWN ON FOOTER DETAILS. PER -FOUNDATION PLAN oC `'' .o (.MIN 25" OVERLAP) •�" +- n .-• 7- 6• CONIC SLAB �,•�• va LEBvAIEs a9: •j E -,a 1 b 431/24 SEE TYPICAL WALL SECTIONS ON SHEET #3 FOR STEMWALL v ¢,-• ", .. ^ c - z a FOOTER SPECIFICATIONS: Q .9 Y O 7 r FILLED CELLS AT. a -� s o C.; u.N o. b (2) #5 eC NT• X*." 175 0 -3 MIN COV. 0 j¢� 9 SL. GLASS. DOOR, SECTION• lOn SECTION: AT SHOWER p d • SCALE:' NPs SCALE NTS p & ✓, �.4 DRYWALL FRAME WALL Ei 3 1/2" MIN 2" �a � 2 5 REBAR FF # 1-1/2. MIN.. ' GARAGE FLR:; . y /.- -- - ^� m -o �4" PIPE _ _ _ — 6" SLEEVE �12. GARAGE LIP DETAIL (2) #5 REBAR GRGLIP 24APRO6 SCALE: NITS a a o E°a o PIPE THRU FOOTER" o SCALE:. NTS G v o �b low a i RECEI VIED FEB 14 2019 ' Permittin :PILE FOUNDATION PLAN NOTE- -I HIS SHEET IS SUPERSEDED BY THE NEW PILE FOUNDATION PLAN BY OTHERS (SEE ATTACHED). 9 L rtment St. Lucie , F REVISION, Foundation Plan 09FEBI9 1. ADDED PILE FOUNDATION PLAN .. OT Scale: 1/4" =.1'-0" 2 rwrermin.vir:xvcxnoe,nnzmu-w.uoeacmwmmvFmvounraw ..amens S'TEPHEN E. KASTNER, PE v�i:� No _ FLORIDA REGISTERED ENGINEER LICENSE # PE 0039528 = .� 5320. FLORIDA PALM AVE.ku OF COCOA; FL 32927 (321) 403-2093 �i/ , �ORIDP:•� \ ��` FEB 0 $ ......���� STRUCTdw9 SHEAR WALL. NOTES: '.. 08FEB17 GSWI STUDS: A) FOR SHEARWALLS, BLOCKING IS REO'D AT ALL SHEATHING EDGES .BETWEEN STUDS B) SPACING AT 24" ON CENTER (MAXIMUM) C) FOR MINIMUM SPECIES AND GRADE SEE GENERAL NOTES. D) SHEARWALL ENDS SHALL BE DOUBLE STUDDED, THIS MAY BE A COMPOSITE OF A FULL JACK AND STUD OR.A COMBINATION OF CORNER STUDS. GSW2 STRUCTURAL WALL SHEATHING: ' MINIMUM '15/32"CDX PLYWOOD OR 7/16" APA APPROVED O.S.B. GSW3 NAILING SCHEDULE: - USE 8dGUN NAILS AT THE FOLLOWING SPACINGr 6" ON CENTER THROUGHOUT (UNO) GSW4-DENOTES. SHEAR WALL LOCATION A) LENGTHS SHOWN ARE THE MIN. LINEAL FEET OF, SHEAR WALL REQUIRED, B) 1F THERE IS NO SHEAR WALL DENOTED ON FLOOR PLAN THEN ALL BEARING EXTERIOR FRAME WALLS GREATER THAN 16 IN LENGTH ARE REQUIRED TO BE CONSTRUCTED AS SHEAR WALLS. (SEESHEARWALL FRAMING SPECS DETAIL). GSW5 INTERIOR SHEAR WALLS SHALL USE 7/16" O.S.B. SHEATHING NAILED WITH 8d GUN NAILS AT 6" ON CENTER THROUGHOUT UNO WITH A J-BOLT, WEDGIT, OR A. HTT22 REQUIRED AT ENDS UNLESS FRAME WALL TO BLOCK CONNECTION IS AVAILABLE, PROVIDES 197.p1f. IN GROUP III SPECIES FRAMING) GSW6ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH DOWNPOURS AT EACH END ARE SHEAR WALLS. GSWI ALL EXTERIOR POURED CONCRETE WALLS ARE SHEAR WALLS, STRUCTURAL NOTES: Gi DESIGN PARAMETERS: DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN SPECIFIC NOTES -.ROOF LOADS: LIVE LOAD (LL); 20psf (25% DURATION INCREASE) DEAD LOAD (DL). 1.7psf SHINGLE' 25psf TILE WIND CALCS:. DEAD LOAD (DL); 10.2psf SHINGLE 15psf TILE (60% DURATION INCREASE) '.FLOOR LOADS: DL: 15psf; LL: 40psf (0% DURATION INCREASE) BALCONY: DL: 15psf; LL:' 40psf FOR 1 & 2 FAMILY . DWELLINGS ALL ELSE 60psf STAIRS: DL: 15psf; LC 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 100psf G2 MINIMUM .LUMBER SIZES, SPACES, GRADES, AND SPECIES (UNO) A) INTERIOR NON -BEARING WALLS: 2x4 STUDS AT 24 ON CENTER. SPRUCE -PINE -FIR .(SPF) GRADED LUMBER (OR BETTER) OR METAL STUDS. CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL. STUDS. B) FRAME BEARING WALLS: SPF #2 (MIN) 2x4 STUDS ® 16" O/C TO 10': USE 2x6 & MID 'HT BLOCKING BETWEEN STUDS OVER 10' UNO, C) HEADERS; SYP GR 2, (2) 2x12 W/ 1/2 SOLID SPCR UNO ON PLAN OR DETAILS NAIL PLIES W/ 10d: 0 3 0/C EDGES & 6 FIELD, G3 HEADERS MAY BE CUT OR. NOTCHED AT THE ENDS ONLY OTHERWISE THEY SHALL: NOT BE REDUCED IN STRENGTH. G4 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE SHALL BE PRESSURE TREATED (PT) 05 FRAMING. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER BCSI.81 SUMMARY SHEET. G6 TILE ROOF USE 30# DRY IN, 90# FELT & HOT. MOP W/ SCREW -DOWN INSTALLATION PER ROOF TILE INSTITUTE SYSTEM TWO UNO. INSTALL TILE ROOF. SYSTEM IN ACCORDANCE. WITH FRSA/TRI PER FBC 1507.3.7 & FBCR 905.3. G7 GALV (26 Go MIN) OR ALUM. :FLASHING TO BE. USED AT WALL. & ROOF INTERSECTIONS; CHIMNEYS, GUTTERS, ROOF OPENINGS & SLOPE CHANGES, DOORS, & WINDOWS. USE OF WEEP SCREEDS, CONTROL JOINTS, OR .EXPANSION JOINTS SHALL BE USED TO DRAIN MOISTURE .& CONTROL CRACKING, ONLY WORKERS WHO UNDERSTAND PROPER INSTALLATIONS: OF ANY WATER BARRIERS, INCLUDING FLASHINGS AND SEALANTS, SHALL BE USED. GB ONLY SHINGLES & FASTENERS FROM BLDG DEPARTMENT'S LATEST APPROVED ROOF COVERING MFGR'S LIST (IF APPLICABLE) SHALL BE USED. .ANCH W/ (6).7/8" MIN. LENGTH ROOFING NAILS W/ 413" DIA HEAD PER SHINGLE. - G9 REBAR IS GRADE 40 ONO ON PLAN PLACEMENT IS PER TYR WALL SECT .& PLAN G10 ALL COEFFICIENTS AND CALCULATIONS ARE PER THE LATEST EDITION OF ASCE 7 AS ADOPTED BY THE FEI GII ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS UNO AND ALL CONNECTORS SHALL BE NAILED PER MANUFACTURER'S SPECS.. G12 EXTERIOR CEILING MATERIAL WILL BE 1/2" GYP SOFFIT BOARD MINIMUM (UNO IN DETAILS) TO PROVIDE FULLY ENCLOSED STRUCTURAL INTEGRITY G13 OVERLAP DOUBLE TOP PLATES 24" AND ANON WITH 10d AT 16" 0 C WITH (3) 10d's AT. CORNERS. CONDITION #1: STRAP IS 0' TO 3/8" AWAY FROM EDGE OF TRUSS, REPAIR: NO REPAIR NECESSARY CONDITION #2: STRAP IS 3/8"' TO 1-1/2" AWAY FROM EDGE OF TRUSS. REPAIR: PLACE MAXIMUM 2x4 BLOCK BETWEEN TRUSS AND STRAP, BEND PER DETAIL AND NAIL 7 10d. CONDITION #3:.STRAP IS MORE THAN 1 1/2" AWAY FROM I \�\ v tw REPAIR: TOEREDETAILOF R (4) 1 / W/ USP RAPCO ANCH—u � I\ TO WALL W/ (4j 1/4"x1-3/4" TAPCONS & TO TRUSS PER MFGR SPECS.*MAY USE 16' TWST STRAP(S) & (4) TAPCONS EA. MAD_CONN SCHEDULEdw9 170CT55 CONNECTOR REVISION DATE. DDMMMYY ANCHOR/CONNECTOR SCHEDULE NOTE: CONNECTOR ASSEMBLIES ARE INDICTED BY LOAD PATH SYMBOL o _ *XXXX*: SYP (SOUTHERN YELLOW PINE VALUES) MFGR. 'U" =USP, 'S' SIMPSON "G" _ GENERIC o a (ALTJ: INDICATES ALTERNATE COMPONENT/USE J NO.FGR: QTY. PART N0. ATTACHMENT CONNECTEDRATED ELEMENTS UPLIFT IN LBS I01 U 1 HTA16 (10)-1Od x 1.5- TRUSS TO BOND BEAM 1870 102 U 2 HTA16 (10)10d x 1.5 EA TRUSS TO 13OND BEAM 2430 (22)-10d & 5/8"0 ALL THREAD 103 O U 1 MUGT15 DRILL/EPDXY-8' EMBED GIRDER TO OND BEAM 4175 602 O U 2 RT7A (10)-8d x 1.5 EA TRUSS TO BEAM 1300 OR LEDGER (4) 1/4'03/4" TAPCONS AT LEAST 1" FROM TOP* NOTE: UNLESS NOTED OTHERWISE ON THESE rRAWINGS, STANDARD REPAIRS FOR STRAP MISALIGNMENT I RVSS LVL TO CMU CONCRETE CONNECTIONS � ) � � TIONS ARE. W/ 101 APPLIES TO MULTIPLES AND CONSECUTIVE TRUSSES, AND MAY BE USED ON EITHER SIDE OF WALL. 1615 LBS iJI'LIFT CAPACITY). ) STRAPRPR.DWG 16DEC09 SCALE: NITS T2NOTESA"HANGER TO MASONRY/CONCRETEI9SEP16 CONNECTION NOTE: TO ANCHOR HANGER TO MASONRY/CONCRETE: FILL ALL HOLES W/4"O X 234" TAPCON SCREWS FRAMER NOTE: FOR GIRDERS BEARING ON FRAMED WALLS, MINIMUM STUDS (SPF,GR2) UNDER BEARING SHALL BE GIRDER PLYS PLUS 1 UNO. SHIFT STUDS AS REQUIRED TO ACCOMMODATE CONN. 0 MIN. NO. 2 o SPF STUDS N cV 1Od NAILS AS SHOWN FLOOR TRUSS NOTE: FLOOR TRUSSES WITH NO UPLIFT SHALL' BE FOE —NAILED TO BEARING FOR STABILIZATION. NO OTHER UPLIFT CONNECTIONS ARE REQUIRED UNLESS NOTED OTHERWISE ON LAYOUT. TOE NAIL NOTE: FLOOR TRUSSES WITH NO UPLIFT SHALL BE TOE -NAILED TO BEARING FOR STABILIZATION. NO OTHER UPLIFT CONNECTIONS ARE REQUIRED UNLESS NOTED OTHERWISE ON LAYOUT. LEDGER.d"LEDGER ATTACHMENT NOTES: 04MAY16 1. ANCHOR LEDGER TO FRAME WITH (6) 10d GUN NAILS PER CONNECTION. 2. ANCHOR LEDGER FOR FLOOR TRUSSES/RAFTERS TO FRAME WITH (3) USP WS45 (OR EQUAL) MIN. PER CONNECTION. 3 ANCHOR LEDGER TO CMU/CONCRETE WITH 2"x6' SCREW ANCHORS ® 24" O/C. TRUSS CONNECTOR LEGEND, X g g INDICATES THE ENTIRE INDICATES A SPECIFIC INDICATES ALL INCLUDED WALL TO THE CORNERS. TRUSS TO TOP PLATE/ TRUSS TO TOP PLATE/ LINTEL CONNECTION,. LINTEL CONNECTION. TRUSS LAYOUT & REACTIONS RECEIVED (& INSERTED IN DRAWINGS) FROM: CHAMBERS TRUSS 772-465-2012 STRUCTURE TO BE DESIGNED AT WIND SPEED & PRESSURES SHOWN IN THESE .PLANS (MINIMUM). IT IS ACCEPTABLE TO ENGINEER OF RECORD TO HAVE 'ROOF SYSTEM & CONNECTORS' DESIGNED AT HIGHER LIVE & DEAD. LOADS, WIND SPEED, AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS. m� s x � b 0 .�E w ow rC J W a � % AW O 4a p a�4#4 00 p'. VA N a v R �U F Sheet 6cif6 AOI�El Structural Details rI 1i4„ 0„ STEPHEN E. KASTNER, PE ' Q) . N 9528 FLORIDA REGISTERED ENGINEER = LICENSE # PE 0039528 5320 FLORIDA PALM AVE. E 0 : 4/ COCOA, FL 32927 O (321) 403-2093 7.�1a �'i� (0 OP.•.G��``�. QGk �' x�� al DIY y N I� ELEGEHDA,v EXHAUST VENT NOTE: 16MAVI8 " 7 ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. 2.DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR ,i. THROUGH AN EXTERIOR WALL. (DO NOT VENT. WITHIN 10` OF A/C CONDENSER). ® ■ Z CID z Z.s'aa O NOTES TO PLUMBER: w Q° a a¢ z 1. WORK SHALL COMPLY W/ LATEST ED OF FED PLUMBING LC LC f� _ I 2. WATER HEATER SHALL HAVE PAN AS REQUIRED, AND NN W 5 .. ' — '-'- --- � RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. �-- 3. CLEANOUTS SHALL BE. PROVIDED.® BASE OF STACK & ._ — \ ® 4'-0" AFF IN LAUNDRY ROOMS u v b W oD m w ca m C MM F ' -.I u R o - - - - - - - - -y-- -� ! WP dtGFI GFI I \ POOL PREWIRE. R R R R FIELD LOCATE � \ R R IOx�OX X _ad �Xlo -- GFI WP I II \ o II I I - F_1 GFI 3 GFI GFI Ap I 0 Fi x l lOX(a 4 / \ 31 / l ,, R o / o Mq�_Y 1 L I /j q r � � � w GFI I . ,1 lChcl w o /V RDD i rr II G T O j / WP SD OF C I. GFI 3 GFI / / AS R R R ELECTRICAL SYMBOL LEGEND SMOKE/CO DETECTOR ®D ' (COMBO UNIT) EXAUST FAN SWITCH WALL MOUNTED 3-WAY SWITCH LIGHTFI%TURF $w CEILING MOUNTED 4-WAY SWITCH LIGHT FIXTURE DIMMER SWITCH RECESSED CAN -[RF LIGHT FIXTURE 110 V OUTLET tD . RECESSED VAPOR P;y PROOF :FIXTURE SWITCHED OUTLET � FLUSH MOUNTED F O LIGHT FIXTURE 220 V OUTLET zzoR r PENDANT LIGHT -(}�p,,} DIRECT WIRE ® Y FLOODLIGHT TV JACK }j FLOURESCENT PHONE JACK pgD LIGHT CEILING FAN Ck SPEAKER PREWIRE M- PREWIRE ONLY II- N 4I o a N r` F-4 4(5 m V./ W N CV v 0 b w p CV C :Ln. A U Lo Cq .� A A_ p cn _Cy M ° R GFI OF qp GFI$ "'' lV : C« 4 ELEC PANEL.., 11 C o W AHU �y 1Ty� ` FIELD LOCATE) R R ELECTRICAL' LAYOUT NOTE: " /�..1• �' THIS SHEET PROVIDED FOR COST ESTIMATING PURPOSES / J " (J 1" ONLY, . SPECIFIC DESIGN INFORMATION, IF REQUIRED FOR s W a x U _ PERMITTING SHALL BE PROVIDE ° w D BY ELECTRICAL R GFI ," `t \„Y D I SUBCONTRACTOR., �y�-7 r ^ OX�LJt I ;5;,:T E , . ,t a g • ' .:4 . Ay .i tl sR> ,,,8 : �V I- - - - - - - E z L I ii� 4.. ...,.,..,; GFI Raw ` A4y y jHID Z r n UNDER -CA N ° LIGHTING „�. 1, .. � ,• : . -: E ° j f 397 REF II3 G : I:.: �8 WP SPACE GFI / #�.�- Gp r. o❑ o OF I II - t g g R .ACC« $ i I ---- --\ :Y bn FI ! MICRO IL 7 SD 'TI\ GO OPENER C9 �-y,� R R R PREWIRE (GFI) g �1 I 'LJE�P 1 HB �Ivx�DX I IOXlOX1 \ : G. ©! Q. —1�.. _ GFI ys c FI l DW R R I q GFI FI rl'I`,.:0 FI GFI 4 y ❑ d9 — / WP I / q GFI \ GFI \ GFI GFI \ HB \ pa v ® w o F WEATHER HEAD.: --------------- I � ° I ['. 225 AMP 225 AMP - . ✓ PANEL PANEL.. \ O METER O �. 225 AMP:.' 225 AMP. ME TER �--� 250 KCM'..ALUMINUM DI C. - 250 KCMALUMINUM DI C. SERVICE CABLE #4. COPPER SERVICE CABLE - _ — #4 COPPER lectrical Plan Scale: 1/4" = 1'-O CU TO COLD WATER PIPE AT HOSE BIB CU TO COLD WATER PIPE AT HOSE BIB GROUND TO 5/8"x20' O" REBAR GROUND T0.5/8"x20'-0° REBAR -,.. EMBEDDED IN FOUNDATION (AND EMBEDDED IN FOUNDATION (AND Co GROUND 5 SINS` FOUNDATION TION, (AN GROUND 5 8"x8' FOUNDATION DOWN ROD) ) ABOVE GROUND ELECTRICAL RISER UNDERGROUND ELECTRICAL RISER I , I I