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Home My WebLink AboutGRADING AND DRAINAGE_06.24.2021 N W z o N � C N G � M U U) (9 N Ln E I` N M PROJECT DATA: o `i co .�� a cu J m W N o E cq N SITE ADDRESS: • ^� ° a SCALE:1" = 20' ° U 0 TREE TOP TRAIL 0o VACANT o FORT PIERCE, FLORIDA 34951 O PARCEL ID: bi � 0 10' 20' 40' OCCUPIED Z I 1407-342-0010-000-6 _D rn � �I PARCEL ID: o x 2192 x 21,89 x 22,10 x 21,88 OWNER: 1407-342-0020-000-9 x 21.94 SIR 1 2' I m x 21,79 # / RAYMOND F. &AMI JO CAUSLEY 3 oLu � x 21,48 x 21,19 FIR 1/2" FIR 1/2" BM 21.34 22 04 22,32 8406 DELAND AVE M _S 89°55'48 � 320.32' _ _ _ 22,92 — —° — — — — — — — — x 22,02 L CARTER x 22,00 x 22.15 S 89 55'48" E 302.35 = p� 21.55 30.00' x x - � x CARTER � FORT PIERCE, FLORIDA 34951 561.722.9520 N Lo x 21.88 x 22,28 21,62 1,77 MECHANICAL EQUIPMENT x AND STOOP o _ ENGINEER: �•�- Un 0- - ` om o 0 I MILLS, SHORT&ASSOCIATES, LLC. O � o .� N I 20' B.S.L. I o N O li O I a Ir ,�, 700 22ND, STE 2C N 375 S.F. DRAINFIELD 900 GAL x N x 21,96 w/562 S.F. CLEAR ZONE SEPTIC TANK x w w VERO BEACH, FLORIDA 32960 , /� N J ~ x 772.226.7282 rn 3 cNi1 �_ • ti o x 21,67 U) I o Ijj M 0 00 bi 1 ` '. x 22,1G I 1193 0\\_ SURVEYOR: o Q N i d e ° x 21,90 I GSS SURVEYING AND MAPPING, LLC 11 U C/) ._ d d ° 20.93 I { '_0,04x co 4620 LIPSCOMB STREET NE, STE 2 o COVERED ' ° o COVERED e , ° 0 21.69 J PALM BAY, FL 32905 ILL x 22,04 PORCH o , PORCH ° ° ° o o Q W 321.914.3978 a PROPOSED ° d - z� d ° J � ° p Z6 N m v e ° RESIDENCE ° ° d m QIQ w � N J o ° x 22.16 ° ° O J o U) 0 � PARCEL I.D.: o VACANT ti I J FF. EL. = 25.5 x 22,09 ° d ° ° e e x 21,35 cl)0 18,2' I co m - w a > x 21.71 ��" ' x ° 21,12 x Qo 0 21.E x O J O 1407-342-0035-000-7 PARCEL ID: (6I x 21,66 00 x 21,88x 21,36 x 2211 ° x21,36 100.00' o 119,81 ~ wo U Z N J 1407-342-0025-000-4 W mv� coM x 20' - � ° ZONING: LLI x 21,67 22'� — ° e d e °d I�I > Q 0 ° AR-1 AGRICULTURAL RESIDENTIAL 1 DU/AC >/ N COVEi�D D o ° GARAGE ° ° ° ° e 10 > SE o // PORCH ° . o Q FF. EL. =25.17 J < d e m 0 ��` o I ° d o I o0 LAND USE: z I / ° ° 20.93 x I O RU °c o ®LL L. , n ° e / x 22.09 ° e ° d W �° Q d ° ° ° ° ° ° a ° M °°J z ®� a ° � e d ° I I d A - LEGAL DESCRIPTION: ®°° �'``° o / o ° d ° ° °d ° ° ° ° ° ° ° d d°° d °° o IiI a ° "THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF THE ��°° ° °°°° °°°!��`�� / \\ PROPOSED d ° ° ° ° e ° ° d i I ° I SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7,TOWNSHIP 34 // �o�� / e MILLING3i d° ° ° ° a ° ° i,) 8,56 ° ° ° ° ° ° DRIVE e ° d ° ° ° 20,75 x e C SOUTH, RANGE 40 EAST, LESS AND EASEMENT OVER THE EAST 30 FEET, /11 1111� x 21,75 ° ° ° d d 20f 19�f x o LYING IN ST. LUCIE COUNTY, FLORIDA." d ° I ° a ° ° ° ? 1 I CONTAINING 50,262.02 SQUARE FEET OR 1.154 ACRES FF. EL. 25.17 w ° / UTILITY o x THE ABOVE DESCRIPTION IN QUOTES TAKEN FROM OFFICIAL RECORD 2 U / x 21,95 14.00' U I BUILDING BOOK 4364, PAGE 2618 PUBLIC RECORDS OF ST. LUCIE COUNTY, 0 m x 22,09 150.00' li FLORIDA. 7r 0' B.S.L. x 21.23 o I� 0 cr 0 x 21,94N xi 1,64 x 21,45 ~ ~ `` O LLJ N ❑W o FLOOD ZONE: Q It THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE"X" PER FLOOD 0 C> S 89°5T09" E 320.34' 21.72 I� x _�' I� 21.47 x 2102 x x 18.85 x 21 25 INSURANCE RATE MAP 12111C0070 J, DATED FEBRUARY 16TH, 2020. o — — — — — — — — — — — — — — — — — — — 30.00' x 21,57 x 2T%8— FIR 1/2" N 89057'09"W 302.06' FN&D ♦ x21,42 21.79 w CARTER 1 x 20,75 SIR 1/2' / LB 7903 15" CMP 21,82 SITE DATA: U a x 21,93 INVERT=18.70 BM 1 � OCCUPIED / # REQ'D PROPOSED VACANT \� x 21,51 PARCEL ID: z / x 22.12 x 20,79 EL=20.86 MIN. LOT SIZE: 43,560 S.F. 50,262 S.F. (100%) PARCEL ID: x 21.41 x 21A9 1407-342-0040-000-5 7 MAX. GROSS DENSITY: 1 Du/Ac 1 Du/1.15 Ac 1407-342-0030-000-2 x FF EL-24.81 0MIN. LOT WIDTH: 150 FT. 166.34 FT. MIN. ROAD FRONTAGE: 30 FT. 166.34 FT. GARAGE EL=24.13 j MAX. LOT COVERAGE: 20% 4,600 S.F. (9.2%) I j / LLI co / SETBACKS: REQ'D PROPOSED w 00 FRONT YARD(E) 50' 100.00, w W N / Lu REAR YARD(W) 30' 120.58' U) co SIDE YARD (N) 20' 52.34' / 15" CMP p SIDE YARD (S) 20' 52.34' o 00 / INVERT=18.31 0 z �� o U r m w a � Q � Lf') O� z M Q J J O IL - a) c: =3 Q (0 w O z } m a o U YU) O Z J 0 v w 4-� z > p U) Q U — ai U) a z a (� L U L O OMO LLI LLI N J ~ u) 0 W co Q cn z u) PRELIMINARY - FOR PERMITTING PURPOSES: U Ln o CONTRACTOR SHALL FURNISH TOPOGRAPHIC SURVEY AND DOH SOIL REPORT J PRIOR TO CONSTRUCTION. PROS.NO. 20-830 LL DATE 04.02.2020 SHEET NO. �THIS ITEM HAS BEEN DIGITALLY SIGNED&SEALED BY JASON W.SHORT, c- P.E.,M.ASCE P.E.469018 ON 06/24/2021 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED& SEALED,AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. (CONDITIONS) The builder shall verify all dimensions and conditions on drawings and in the field, and TAIBUL4TION shall be responsilble for any necessary adjustments and/or corrections. Donald Wilcox accepts no responsibility due LIVING 2545 S,f= to theimpossibility of GARAGE &&I 5,F, supervision, ( on site ) V su ervision, ENTRY }PORCH 360 S,F, REAR FORCH 422 5,F, 0 REAR FORCH #2 2-15 5,F, s Q) S 2'-411 �'-O" 12-811 33-8 1 10'-0" 12'-4" n/ o TOTAL 4283 5,f=, N L VI ° L 5-211 O tu � s 8I4 1.435 SH 1.435 SH H33 ( 1 `J a Q) L ° 0 0 0 0 ° 9'-4" CLG ® LIN ® _ LU x 1 „ o I 9'-8" (0'-0" 1 c cfJ 1 4 �j S X 16 CC NC. O 6a (0) S X 16 GONG.12 X I COL. LK. TYPLINTELS N LINTELSM,4STER 5E ROO1"� 1 M,5AT1 12 X 12 COL. BLK, TYP �9'-4" GLGOPT. STEP CLG 1 _ ___ __ � 3 S W,1, ww^^ rn W f E00 411- L1144 - - - - - - - - - - - - - ------- ------------1 H WEER ■9'-4" CLG _ Q a <t R 4 6 4�. 25605 9 6 32'-4" 1 s c+l x 12 X 12 COL, BLK. TYP COVERED FORCH I Q I --cV c N 61 ■ 9'-4" CL II Q iC N DINING ROOM — / / / 11 ,u\ N / O 1' LIVING R001"� � N Z m w Z ENTRANCE _ Q 9'4' GLG I If LU l'I AO 12 X 12 COL, BLK, TYP OVENS Q > - ■ c0 I N 4' 1 O (n tt 54�oa -- KITCHEN9'-4' CLG � � POWER w v j�0- - — - - — - - - - - - - - - - - - - 1 - = N ® - � - - - - r 4 ca N c LU ^ z u 6� w �4 L l -' O ' 1 1 1 1 — �y Fl1 _ 1"�IL�' ROOM o to U � �, o STEP CEILING 1 ___ 068 Z r, 3 � 12 X 12 COL. BLK. TYP a) � LU rLU Ca OL 4" I 1 41 0 411 0 Y ■ - - - - - - - - - - FI EPLACE 4 HEARTH 1 0 `� ATTIC (n � W O - I P R CODE 2- <t aCCES� O n, 9'-4" CLG r a 411 r /H IN -1 !� i I 1 ATTIC - I N - E -oil 4'I' 2 C,4R GARAGE<t <t <t <t �., PANTRY - - - _ _ _ _ A, N RBI' R m � � Q 3068 9'-4" CLG (01-011 l _ = 9-4 GL Sit S �i 0 N c+l N r '. cfJ I I ----------------------------------------------- ------ VERED FORCH 18/0 x 8/0 OVERHEAD GARAGE DOOR _ S ft 4 9'-4" CLG 2a�o 24ioa U11 "q J; OR 18/0 X 1/0 C VERIFY UJ/ OWNER ; - # P. I I 1 lQ - E�EDROOI"� 2 a LIN 1 W1 1 1 N EEDROOI" #3 �I fA� I 1 20 a - 11 S X 16 CONC. 9-4 CLG �+ 9'-4" CLG lUA II LINTELS O " 12-8 p 8 2 i 1 12-8 I 8-O i 2(0-6 - DRAWN kill C:/V I 999 41 4 41 6 I O ]C _4) ACC SSI E 11 WI DONALD S. WILCOXX a AT D /H G-EGKED cfJ o o RMM 1 SHOIU R i I8080 CfJ 3o�a 2/2-1/2020 SH H33 6I4 25 SH H34 SH 25 scAe 112 X 12 COL, BLK. TYP 4_�1 [11-( 11 A/C J J OB NO. 20-005 L 12'-O" 6'-0" �'-O" 12'-4" 14'-0" 10'-411 10'-8" 18'-O" 3'-411 SHEET O. �B'-8" MAIN FLOOR ONE SCALE: 1/4" = 1'-011 pF 81X (CONDITIONS) The builder shall verify all dimensions and conditions on drawings and in the field, and shall be responsilble for any necessary adjustments and/or corrections. Donald Wilcox accepts no responsibility due to theimpossibility of providing( on site ) supervision, 9 0 0 T U S . 0 N L ^VI 0 W `W 12 GALV/ALUM ROOFING o /Q) 3 n,� L W 0 x c s 0 m � U � 0 0 s � � L 0 oy N 24" OVERHANG - - - - , ' — — i El *Hil STUCCO FINISH 9 lo 9 OPTIC NAL RAILING o o DECO SHUTTERS = = = = = = = = = = = = OPTIONAL T 9 6 t Q x -0 m 0 FRONT ELEVATION � - � N 61 SCALE: 1/4" = 1'-0" X O GALV/ALUM ROOFING � u � o 12 CHIMNEY HGT PER CODE F o z n °OL 24" OH STUCCO FINISH DRAWN DONALD S. WILCOX CHECKED RE DA?E AR ELEVATION 2/2�/2020 SGAL£ SCALE: 1/4" = 1'-0" JOB NO. 20-005 SHEET NO. TWO Of= Six (CONDITIONS) The builder shall verify all dimensions and conditions on drawings and in the field, and shall be responsilble for any necessary adjustments and/or corrections. Donald Wilcox accepts no responsibility due to theimpossibility of providing( on site ) supervision, 9 0 0 T S . 0 � L mm O VI � 12 GALV/ALUM ROOFING 5 CHIMNEY HGT PER CODE a B LU n,� L W O 0 -' �- x V � u a � � 0 v o ° o zQ o s Q) , , ■ ', , , , , , , , , , , , , , , , , , , , , , , , , , � , , , , , . - ' - STUGGC FINISH ® � � C 18/O X 8/O �RHEAD\cam GE DOOR _ 9 OR 18/0 X- l VERIFY W l\UNER) o o ' \ - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - ' - - - ' •- moo x m 0 LEFT ELEVATION c N 61 t N SCALE: 1/4" = V-O" Q X O r GALV/ALUM ROOFING N O r at � F Q � � � o 00-140 CHIMNEY PER CODE Z r N � oQ � ° 12 z Z � LU Q W 5 - O VA TOP OF WINDOWS - -- - - - - - - - - - 24" OVERHANG LU STUCCO FINISH , - � - � , - � , - � , - ♦ , - ♦ = - ' = - ' = - ' = -�' = -�' = -�' = -�' _ } = - ' - ' = - ' = - ' = - ' - � = -' - - i ,' i I ,' i ," i ," i ,' i , � ,' � ,' � ," � ," � ," � ," 1 ," i ,' 1 ," 1 , � ,' 1 ,' 1 ,' 1 ,' 1 , � ,' � � ♦ \\\ I I' � ," � i ," i ," i ," i I i DRAWN - DONALD S. WILCOX DAtE SGAL- JOB NO. 0001<< '000< RiGHT ELEVATION SHEET NO. roll< SCALE: 1/4" = V-O" THREE Of= Six (CONDITIONS) The builder shall verify all dimensions and conditions on drawings and in the field, and shall be responsilble for any necessary adjustments and/or corrections. Donald Wilcox 2'-4" -1'-0" 12'-S" 33'-S" 10'-O" 12'-4" accepts no responsibility due to theimpossibility of providing( on site ) supervision, 9 -- ---- I I ' I I _ T o 0 0 o + — — — — — — — — — S -------------------- I I I I y+ I I I I I I I i I LAV LAV o I I III G I I I I I W I I I I > I I I I I I I I y I I O I I I I I I I I I I I vI Q) O !ll TUB x I I F-1 ------------ 0 SH R o I I I I I y Q) N " RE S o �N Cal I I I I L t I I O O Q m S X 8 THKN'D EDCxE c i T ui I W/ 1 *5BAR o00 - ------ E - N 0 0 ❑ PITCH SLAB 4" CONCRETE SLAB W/ 1,4 X 1,4 OVER I APPROVED VAPOR BARRIER OVER _ Qa CLEAN COMPACTED, TERMITE TREATED SOIL PITCH SLAB 9 N SEE TRUSS DRAWINGS FOR AN`i' ADDITIONAL ----------------► 0 N INTERIOR BEARING WALLS, I I S � � x 0 -I--I - m Q � N 61 t N 1 TOVEN 1 I I 1 I?TGI�Q I I -------------------- --------------4-'-STEP -------------- O O I ------------------ I N O O I I I I -------------------------f-f---J ---------------- MM_________------_ - 0 � I W I I � I SINK I ----J �I K -------------, -------L------ -------------------------------------------- X I I I f OU_ 1 1 LU v V z �„ II .-- - � I �I I `-- -� I LU N II I I � � � � n, dZ n�n Q I OL LU = 3: I n I (.� O lL I CV (V LU r PITCH SLAB ,fi'nn O .4 ----------------- i VJ Q W - iF- I LAV ----------- ° S X 6 THKN'D EDCxE ASlrl i- ----------- W/ 1 *5 BAR 4' C S 26-6 W.C. SH WE !~AV W.G. I DR'y' II I I I I I I I I I I W/H - - ------------------------------------------- - ---------- -------- ------------------------------------------------------------ --- - --'- --------------------------------------------------- ------- ----- _....., . I I OYO - , 1 I S O I I I I I - ----------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------ ----------------------------------------------------- --------- -J 12'-0 I I 18'-O" 3'-4" DRAWN Q DONALD S. WILCOX S 1'-S I I CHECKED Ilk DAtE 2/2-1/2020 Ilk Ilk SGAL£ JOB NO. 20-005 SHEET NO. FOUNDATION FLAN FOUR SCALE. 1/4" = V-011 Of= Six (CONDITIONS) The builder shall verify all dimensions and conditions on drawings and in the field, and shall be responsilble for any necessary adjustments and/or corrections. Donald Wilcox accepts no responsibility due to theimpossibility of providing( on site ) supervision, GALV ALUM ROOFING OVER PEEL 4 STICK 9 0 0 Q) S 12 0 N L VI O APPROVED SPRAT' FOAM INSULATION � o 5/S" CDX PLYWOOD 3 LU � , PRE-ENG, TRUSS o 0 Q) SEE PLAN FOR _ 0 lx3 ROUGH SAWN a ` TOP OF WALL CEDAR — U � 5/S" GYPSUM WALLBOARD 2x6 ROUGH SAWN— ITYP, ALL CEILIN � b CEILING) CEDAR 24" OH. o 0 VINYL SOFFIT STRAP EA. TRUSS PER ENG, o N GONG. FILLED "U" BLOCK W/ (2) *5 BARS CONT, s FILL CELL -1 *5 DIA, *REBAR W/ 3000 PSI � OF COURSES VARIES l SEE STRUCTURAL) I, � o U � � 9 9 S" X S" X 16" GONG, BLK, E o STUCCO FINISH P.T. FURRING STRIPS o o ° o , R,5 FOIL INSUL `� ° � o 1/2" DRYWALL > Q) Q) 4" GONG. SLAB W/ WI,4 X WI,4 s Q) OVER APPROVED VAPOR BARRIER OVER x - CLEAN COMPACTED TERMITE TREATED FILL Q o t N S" CONCRETE BLOCK MASONRY STEMWALL Q WITH (1) *5, CONTINUOUS AT TOP COURSE AND WITH (1) *5 HOOKED DOWELS TIED TO STRIP FOOTING REINFORCING AT 48" 0-C, (GROUT GELLS WITH REINFORCING) ° * OF COURES TO BE DETERMINED ON SITE 0 0; v v v v vo °" " ° a " ° °-a ° — SEE d d d 2011 STRUCTURAL ENG SPECS O z z13 N,T,S, N O Q � o � o CHIMNEY 00 j n ° W I C E rim DRAWN DONALD S. WILCOX CHECKED DAtE 2/2-1/2020 SGAL£ JOB NO. 20-005 SHEET NO. FIVE R 0 0 F FLAN OF SCALE: 3/16" = 1'-0" SiX F(CONZ)171ON8) shall verify all nd conditions on in the field, andsall be responsible for any necessary adjustments and/or corrections, Donald IUilcox accepts no responsibility due to theimpossibility of providing( on site J supervision, POOL EQUIP. 9 a- _ - - - - - - - - - - H.B. - - - - - - - - - - - - - PH N � C1 ELECTRICAL LEGEND I I ELECT' GEND 4 I I -0 Q) 19 °EELE CTRICAL S ' "150L ce i I i ng fan 5 bladed 02 - \ Ifu i I TUB E @ 0 0 I 1 I , � V p I I I u ■' I 1 �/G I fluorescent' 1 fight I x 4 I D1 p 0 � Q I ea, I I fluorescent I ight 2 x 4 — o I o I L — — — — — — — — — — — — —�_ � _ I 1 I I ' � o < �/.P. -�o ► pot light O o � o � c§ - - �► A dt SHOWER / cable tv outlet y W � fan 90 GF I 9®FM O 0 � U floor receptacle duplex 1# 9 I o w ■� II I \ 1 outlet 6 0 ' I I FLOOR aUTLETN Q �, I - ' LOCATION B"r CUJNEI; ` I outlet 220v Q) I 1 , outlet gf l rI lU'R ) _ C N I I S outlet wp x N P I j Smoke detector � N IITT / 0 N` - switch Q i dl -------------- -fee F77-1U � MICA � I FLOOR OUTLET - - ■ \ LOCATION BY OUJ� - 1 1 11 switch 3 wa - - - - - - - - - - - - - - - - - - - - - - - - LISP I � I � FIREPLACE 4 HEA ELECT I PER CODE i DW LL. PANEL O b- _ _ -Q � r ` co - - - _ ATTIC; : r ( ' o ACCESS _ �I LU L — — — — I I \ \ O O ' qT1_I_l C Q o ^ I � AUTO z - I $D \� DOOR �SI OPNR LU ° ----------------------------- !� II � 9 cF — — — RY o a � W/H � � ru Tv - - - 3 � ZHOT w �H.B. ,e GOLD } - OUTSIDE SHOWER GRGWN DONALD S. WILCOX CHECKED ATE 2/27/2020 ELECTRICAL FLOOR FLAN _ 3NI 20-005 SHEET NO, SIx OF SIx (CONDITIONS) The builder shall verify all dimenslons and conditions on drawings and in the field, and shall be responsilble for any necessary adjustments and/or corrections, Donald Wilcox 12 accepts no responsibility due to theimpossibility of 5 G LV/ALUM ROOF CSALV/ALUM ROOFINGS 121_011 providing) on site ) II 8 8 11 supervision, ' 0 0 q 1„I C1-I ROOMI 16" OVERHANGS I � - '® � � � (o" OVERHANGS _ - - TABULATION s 196 6,P, o STUCCO FINISI-I - - STUCCO FINISI-I 0 Q) ` _0 u>i Q) 3 tu Q EREAR LEVATION FRONT FRONTSCALE: 1/4 1'-0" -O SCALE: 1/4" 1'-0 �-OII �OI p La� co: 9 ; _q SCALE: 1/4" = 1'-O" 6, o ZQo 0 0 � Z 0 y s Q) z Q 0 � LU O Q ' ` U � 9 � 0 p PRE ENGINEERED WD TRUSSES a 24" ' 12 0 o L I SEE ELEV. 8 'U 0 R-30 INSULATION I WOWSlIMPSON STRONG TIE AT EAr—" TRU&S I 12 GSALV/ALUM ROOF I FIBERGLASS SHINGLE x F I — _ - — ROOFING FELT m 0 5/8" C.D.X, PLYWOOD 9 ` } Q - 16" OVERHANGS T ' U SEE ELEVATIONS FOR WALL HEIGHTS - - - l - - - TOP OF PLATE ) D o D STUCCO FINISI-I / METAL DRIP EDGE I X 2 P,T, 1/2" DRYWALL D FASCIA CONT, VENTED ALUM SOFFIT CONC. FILLED "U" BLOCK W/ 2-*5 BAR CONT, xRIGHT ELEVATION C SEE ENS, SPECS J OSCALE: 1/4" <E PRECAST "U" LINTEL FILLED W/ 1-*5 CONT, IN _n GONG. IF OVER C'-0" OPENING WIDTH FLAN ELECTRICAL FLOOR ! SEE ENG, SPECS Z 0 r ID SCALE: 1/4" = V-0" IL 16" OVERHANG c33 ♦ u1iR- 14 �. -J O � OL ALUM FRAMED WINDOW U1/SCREEN 0 � � LU II O LU w 8 X 8 X 16 CONC, BLOCK 2 GSALY/ALUM ROOF lll *5 VERT, ROD ID ALL LOCATIONS SHOWN •o D•4 D•o D'o D•o D•o D•o . D. -____ 4__- 4" CONC SLAB CEMENTATIOUS COATING OVER o s s s •' 4 o •u°° °soa ° °G �o X (o 1,4/1,4 W,W,M, CONCRETE BLOCK ° 4 O ° I ° 4 D'o Do 4 ° D MIL VISQUEEN 16" OVERHANGS D 4 D o D o .;° 6 a ° ° 1 GRADE 4 4 4 4 I D i •' 4 1 I �Y D STUCCO FINISH uoa D'0 a D a D'4 a D a '1 D 'B—oa� 47�— p ' - - - - TOP OF SLAB - - - - / � - _ - _ ` - - , _ '. '. ,� •1 D D D D D D .sD. D .sD, D .sD ' TREATED COMPACTED D D D D % •D D _ _ " D DRAWN G°° ° 4° G 0 4 4 CLEAN FILL DONALD S. WILCOX — - - — 1 °° � ,'� •d D'o .4 D'o . d D'o . d D'o . 4 D'o '�D I � ° D '� ° D�� D c0 cNECKEo 0 P s s •i 4 i D DD D D •I D D D D D D .'D D .,D D .'D — a° p Q 2 ♦° ° ° ° ° MAN° ° ° ° °u • ° (, 12" MIN DEPTH D G ° ° Q I �III � III� III� � °a � ° D DAtE LEFT t D'o b- D'o ° BELOW GRADE 2/2�/2020 1�� I ELEVATION 'o .' 0 0 .' �`o:'-O`o:'-O`o:'-O`o-•'-p 4�' • 4 SEE FOUNDATION PLAN 6GALE D D D D D D .'D D .'D D .so D .so D FOR ACTUAL SIZE AND 20" SCALE: 1/4" = 1'-O" BAR REQUIREMENTS C3 NC, FOR FOOTER 3 *5 Rebar 20-005 SHEET NO, FOUNDATION FLAN TYPICAL WALL SECTION ONE N,T,S, O F ONE GENERAL NOTES: 1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE&A VAPOR BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE. PRODUCT APPROVAL INFORMATION 2. ROOF SHEATHING SHALL BE A MIN. OF 1/2"CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION FLORIDA PRODUCT DESIGN MAX. DESIGN 2. THE DESIGN &CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION), LATEST ROOF FRAMING WITH 8d RING SHANK NAILS 6"O.C. AT PANEL EDGES AND 6" O.C. IN THE FIELD. PROVIDE 2"X 4" BLOCKING AT HIPS AND PRODUCT MANUFACTURER MODEL NUMBER APPROVAL NO. PRESSURE PRESSURE GLASS TYPE ATTACHMENT METHOD EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI,AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS VALLEYS. SPACE NAILS AT 4"O.C. AT BLOCKING. THAT GOVERN THIS BODY OF WORK. 3. EXTERIOR FRAME WALL SHEATHING TO BE A MIN. OF 1/2"APA SHEATHING, SPECIES GROUP 1, SPAN RATING OF 24/0 OR BETTER. UNLESS SINGLE HUNG 7/8" INSULATED- CORNERS&AT THE MEETING RAIL& 10-1/2" OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL. PLYWOOD SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 8d NAILS @ 4" WINDOWS CWS 8100 SERIES FL# 16177 +44/-56 PSF +/-70 PSF LAMINATED O.C.MAX.AT THE JAMBS- 17"O.C. MAX.AT THE 3. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA O.C.AT PANEL EDGES AND 8"O.C. IN THE FIELD. DECREASE SPACING PER PLAN. AT SHEAR WALLS, NAIL TO EACH STUD AT THE END OF THE 0 REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY V) CN NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/TRUSS WALLS FOLLOWING THE EDGE SPACING. BACK OUT AND REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE/MISS FRAMING MEMBERS.. MULL CLIPS W/(3) 1/4"X 1-3/4" EMBED. MIN @ EA. C) coo 4 , MULLION CWS 3"PVC MULL FL#9520 +43/-46 PSF +/80 PSF N.A. (2)CLIPS PER SIDE Q) N . FLOOR SHEATHING TO BE 3/4"T&G CDX SPAN RATED STRUCTURAL PLYWOOD INSTALLED WITH FACE GRAIN PERPENDICULAR TO FLOOR N ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS. � M FRAMING GLUED& NAILED WITH 10d NAILS 6"O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD. 4. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES. GLAZED 1/4"X 1-1/4" EMBED.TAPCONS @ 4"/8"FROM THE 5. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: SWING DOORS 1" INSUL. U) ._ 5.1. INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS: IMPACT PLASTPRO FIBERGLASS W/ FL#17184.9 +41/-50 PSF +/50 PSF LAMINATED CORNERS&AT THE MEETING RAIL& 19"O.C.MAX. o DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE ORW/OSIDELITES AT THE JAMBS L) LL 5.1.1. SOUTHERN YELLOW PINE#2 OR BETTER 5.2. BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE#2 OR BETTER SWING DOORS- TAPCONS g 7 `J o_ 1. RISK CATEGORY: II 6. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. NON-IMPACT DLP-PRESSRITE, INC. WINDSERT FL#14803.3 +43/-52 PSF +50/-55 PSF 1/4"CLEAR,TEMP. CORNERS/MEETING RAILS& 16"O.C.AT THE JAMBS 2. CODE REFERENCE: 2020 FLORIDA BUILDING CODE (7TH EDITION)&ASCE 7-16 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED.ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE N m 1" INSUL.- 1/4"X 1-1/4" EMBED.TAPCONS @ 4"/9"FROM THE r ^ N 0 M 3. BUILDING DESIGN: ENCLOSED NAILS AT STRAPS AS TO NOT SPLIT THE WOOD. ENTRY DOOR PLASTPRO OPAQUE W/OR FL#17184.6 +43/-46 PSF +/-50 PSF V J LAMINATED CORNERS& 19"O.C.AT THE JAMBS/HEA oo am cYi 4. MEAN ROOF HEIGHT: < 15.0' V) r` � 5. ROOF PITCH: 5/12 DEGREES 10 X 1" LOW PROFILE STYLE FASTENER 10" uj METAL ROOF INTEGRITY METALS IM100 FL#28113.1 +25/-87 PSF 108.5 PSF N.A. O.C. FOR 78.5 PSF&LESS OR 5"O.C. FOR 78. 6. GCpi: ±0.18 WIND LOAD DESIGN CRITERIA: 7. WIDTH OF END ZONE: A=4.0' ELF-ADHERIN LA -MAT RIENFORCED FILM 8. WIND SPEED: 160 MPH (Vult)3-SECOND GUST UNDERLAYMENT SOPREMA TRI-BUILT HTTU FL#2569.1 +25/-87 PSF -108.5 PSF N.A. SURFACED, SBS MODIFIED BITUMEN ROOF H 1. DESIGN WIND LOAD ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA SHALL BE AS FOLLOWS. 124 MPH(Vasd) 3-SECOND GUST*USED FOR ANALYSIS* NDERLAYMENT 2. SEE ROOF PLAN FOR ZONE LOCATIONS. 2" 9. WIND EXPOSURE: C JAMES HARDIE BUILDING NON-VENTED rn 3. OVERHANGS SHALL INCLUDE PORCHES, BALCONY ROOFS, ETC. SOFFIT FL# 13265.1 +32/-41 PSF -70 PSF N.A. DIAMETER, CORROSION RESISTANT NAILS @ 6" o E 10. ADJUSTMENT FACTOR: 1.21 PRODUCTS, INC SMOOTH o 0 4. MAXIMUM DEADLOAD RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF. M 11. SUPERIMPOSED LOADS: 4_j m FLOOR (DEAD) 20 PSF GARAGE DOOR HAAS #2480 FL#17430.9 +39/44 PSF +45/-50 PSF N.A. 5/16"X 1-5/8"LAG SCREW W/HEX HEAD INTO 2X �� BUCK 1"TO 2"& 11-3/4"MAX.THROUGHOUT Q To FLOOR (LIVE) 40 PSF 0 FOR 5:12 OR LESS ROOF PITCH c� 0 ROOF (TOP CHORD DEAD) 15 PSF HURRICANE 1/4"-20 SIDEWALK BOLT W/7/8"X 3/32"WING NUTS In EASTERN 0.05 ALUM. FL# 11964.1 +43/-52 PSF +80/-90 PSF N.A. In ROOF (TOP CHORD LIVE) 20 PSF NOTE: DO NOT SCALE THESE DRAWINGS PROTECTION @ 6"O.C.THROUGHOUT Q ROOF (BOT. CHORD DEAD) 5 PSF ZONE AREAPRESSURE PRESSURE OVERHANG N 0 WALL 55 PSF 1 10 45 25 N.A. °N0 U) 12. SHEAR WALLS WERE CONSIDERED r` 13. A CONTINUOUS LOAD PATH WAS PROVIDED 1 20 40 22 N.A. •� N 2 14. COMPONENT&CLADDING DETAILED N 15. MINIMUM SOIL BEARING PRESSURE IS 2,000 PSF PRESUMPTIVE 1 50 33 17 N.A. •-_ 0 1 100 28 14 N.A. • '� CONCRETE NOTES: w t Nt 2E 10 62 25 74 z U) CN CO 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR 2E 20 56 22 71 O co BUILDINGS"AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. a W 2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 2E 50 47 17 67 Q 28 DAYS OF 3,000 PSI. UNLESS NOTED OTHERWISE. O I 13 0 3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH. 2E 100 40 14 65 0 I O I 0 4. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES &GARAGES. HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS. 2R 10 62 25 N.A. - - - - 5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185 5.1. PROVIDE CHAIRS AND BOLSTERS 2R 20 56 22 N.A. 5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET(IF EXPOSED TO EXTERIOR ELEMENTS) 5.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8"&TIE. 2R 50 47 17 N.A. i 6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY SUPPORTED @ T-0"O.C. EACH WAY 2 O2 5 �� -°°°°a��®�i� 7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: 2R 100 40 14 N.A. �® ° ��j 7.1. CAST AGAINST EARTH: 3" 7.2. EXPOSED TO EXTERIOR ELEMENTS: 1" Cr�o°� N ® ® 3 10 62 25 87 LL 7.3. FORMED SURFACES: 1" 3 20 56 22 78 O I e w $ ` o � ° a 8. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. 33 I O3 c� B ®e ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO 3 50 47 17 66 33 I I 0 0.% o CONSTRUCTION OF THOSE AREAS INVOLVED. 9. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE 3 100 40 14 58 � � ° ...... SLEEVES, ANCHOR BOLTS, ETC PRIOR TO PLACING CONCRETE. ' po�O�`�° 10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 0 INCH LAP. PROVIDE CORNER BARS. 11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY OR 400 S.F.AND AT ALL RE-ENTRANT CORNERS. SAW CUT SHALL BE 1/4 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING, ETC): ROOF ZONES @ MECH. ROOM CRACKS (WHICH IS NOT UNCOMMON) v v o a 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. SCALE:N.T.S. o NL o Y U 13. CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS,AND REINFORCED EXTERIOR SLABS SHALL CONTAIN 1. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO v 3 N V W.R.GRACE DCI-S CORROSION INHIBITOR AT THE RATE OF 2-1/2 GALLONS PER YARD. CONCRETE SHALL HAVE A MAX.W/C RATIO OF 0.04 MEET THE WIND PRESSURES SHOWN. s &v =N AND A MIN. DESIGN STRENGTH OF 5000 PSI @ 28 DAYS. 2. END ZONE IS AT EXTERIOR CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER. F o o 0 9 o a 13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED. Y °°= z 14. ALL CONCRETE THAT IS ALTERED (WATER,ADDITIVES, ETC)SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. WALL ZONE PRESSURE PRESSURE 15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10"ACI HOOKS. END 39 PSF 31 PSF 16. SOILS SHALL BE TREATED. N N INTERIOR 34 PSF 31 PSF w o CD FOUNDATION NOTES: O I I O o 7 N 2 e U-) co 1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557(MODIFIED PROCTOR). ROOFING NOTES: 3I I T 0 o 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2,000 PSF. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. 1. ROOFING MATERIALS SHALL BE ATTACHED PER MANUFACTURES SPECIFICATIONS TO MEET THE \ / DESIGN CRITERIA IN THESE PLANS. I \ / I ? O WINDOW AND DOOR NOTES: 2. ASPHALT SHINGLES SHALL CONFORM TO ASTM D-3161 CLASS 7",ASTM D-7158 CLASS"H" OR TAS 107. i \\\ i U) w o a 1. WINDOWS, DOORS, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS OVER ENCLOSED AREAS \ / /I In PRESCRIBED IN THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301 OF THE 2020 FBC RESIDENTIAL CODE. ROOF ZONE ROOF SLOPE 5:12 OR LESS ROOF SLOPE 7:12 OR MORE I 0 I w a a PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. 3. ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 1X OR 2X PRESSURE TREATED BUCKS,AND AS PER MANUFACTURERS 2E/2R 82 PSF N.A. SPECIFICATIONS UNLESS OTHERWISE NOTED. 3 90 PSF N.A. CONCRETE MASONRY NOTES: SOFFITS: 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. 1.1. MIN. PRISM STRENGTH OF 1,900 PSI W/3/8" MORTAR JOINTS. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR ZONE DESIGN PRESSURE w 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL"TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16"O.C.) I \ \ / / I Q 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 2 +32 /-33 PSF 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS. 3 +32 / -41 PSF 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1/ASCE 7-10/TMS 602, SPECIFICATION FOR CONCRETE MASONRY \ / STRUCTURES AND ACI 530/ASCE 7-10/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI ON THE NET AREA. Lu 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH#5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT \ / > CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. IN ALL NEW WALLS. PROVIDE O \ / I � (>n ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GRATER THAN 24"WIDE &AT CORNERS & INTER-SECTIONS OF WALLS. CARE SHALL I \ 2r 2r O I Q BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR I \ AREA OF 10 SQUARE INCHES& MIN. CLEAR DIM. OF 3" PROVIDE SAW-CUT CLEAN-OUT HOLE IN BOTTOM COURSE& REMOVE MORTAR 3 DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE &SPACING. LAP SPLICE REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS)&TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS O I I \\ / \ / I U) REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. - - - - - - \ / \ / I Q 0� 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL& 1 BAR ON THE EXTERIOR FACE 2e I \ / \ / I I 3 p LL1 j, OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK. O \ / \ / I 2e I 3 W 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING. O 2i m m 8.1. BOND BEAM TO HAVE A MINIMUM OF (2)#5 BARS OR(1)#7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED). 8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1)#5 CORNER BAR(OR 1 #7)TOP &BOTTOM 32" MIN. LAP. \\ // /^\ ILL � uj U 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY. 2r \ / / \ \ / I LLI Q w o� 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR. 2r // \\ 2r \NN // I N z 00 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. 3 I 2e / \ O 2r I U W (D OI 12. ANY EPDXY SHOWN SHALL BE EITHER"HILTI HIT RE 500"WITH "HAS-E"THREADED RODS FOR MASONRY OR"SIMPSON XP22"WITH THREADED ROD. _ _ _ _ _ _ 2r / \ / I W N 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION.cn TIMBER NOTES: I / \ / I ILL 06 o U / I o I 2r 2r /// \\\ �\ i 2e � QLu c:) 1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF 00 TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD& LIVE LOAD AND I / O \\ 2r 2r \ I Z NDEAD LOAD&WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING 2e 2r / - - - - - - - - - \ I (3) a J CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF 160 MPH DESIGN WIND LOAD BASED ON THE 2020 FLORIDA O 0 BUILDING CODE, 7TH EDITION. I 2r \ N1 O w 0 > Q1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION,AND SHALL BE I / \\ 2r I ILL] = W Go 0 STORED IN ACCORDANCE WITH TPI-95. - I (10 W c Z 3: Q 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO / \ I U U, o PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM PANEL SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. - - - -/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - J 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4#2 SYP. O I I O PROJ.NO. 20-830 ILL 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' 3 I 2e I DATE 04/08/2020 OO.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM 3 CHORD BETWEEN TWO TRUSSES FOR ACCESS. SHEET NO. 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E.A/C EQUIPMENT, ETC.) 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2020 FBC R301.5. TRUSSES SUPPORTING MECHANICAL EQUIP. ROOF ZONES THIS ITEM HAS BEEN DIGITALLY SIGNED&SEALED BYJASONW.SHORT, S 1 SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS 3'APART LOCATED ANYWHERE ON THE TOP CHORD. SCALE:N.T.S. P.E.,M.ASCEP.E.#690I8ON06/24/202I USING A DIGITAL SIGNATURE. 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED& MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS. SEALED,AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. SHEET OF 12"X 12"CMU COLUMNS W/ 11"TYP.TREAD (2)#5 BARS DIMENSION (1)#5 HORIZ.BAR CONT. (1)#5 HORIZ.BAR CONT. (2)#5 VERT.BARS W/10"ACI #3 BAR @ NOSING HOOKS TOP AND BOTTOM • p FIBERMESH OR WELDED �° FIBERMESH OR WELDED TIED TO HORIZ.STEEL IN X X X } w z BEAM AND FOUNDATIONS z cn w #5 @ 16"O.C.BREAK FACE OF CMU WIRE MESH.SEE FOUND. WIRE MESH.SEE FOUND. g g 5"X 5"EXTEND BAR W/HOOK INTO NOTES NOTES #5 VERT.BAR W/10"ACI p 4"CONCRETE SLAB W/6X6- HOOK TIED TO FOUNDATION q CMU (1)#5 HORIZ. W1.4/W1.4 WWM OR z • cn BAR CONT. BOTTOM STEEL FIBERMESH ON 6 MIL. Q cD I ^ p w w U X X X v X X X VAPOR BARRIER ON WELL J w #OF TREADS VARIES(DOES NOT V 1 N o _ v 36"W X 36"L X 18"DTHICK EXCEED 3 RISERS)-NO HANDRAIL U co j _ Q °O COMPACTED,TREATED FILL CONC.FOOTING W/ 3 #5 N i a ( ) • REQUIRED M X— X cn BARS EA.WAY IN BOTTOM +J I V-0"MIN. .5 co X a x #5 @ 12"O.C. U o 8"X 16"CMU STEM WALL 8"X 16"CMU STEM WALL d (#OF COURSES TBD) (#OF COURSES TBD) I I - III—III - T STEM WALL(#OF BOTTO • • ^� co v L _ U U III—III COURSES TBD) (2)#5 BARS • _ O d OZ CO d N L o M #5 ROD W/10"HOOK EMBED • I — p > d ' v) 4 #5 ROD W/10"HOOK EMBED MIN.OF 7"INTO FOOTER.SEE ICI . MIN.OF 7"INTO FOOTER.SEE STRUCTURAL ENGINEERING LLI STRUCTURAL ENGINEERING LAYOUT FOR LOCATION AND LAYOUT FOR LOCATION AND SPACING(WHERE SPLICE �, • • III- 1'-4" SPACING(WHERE SPLICE OCCURS 30"LAP.MIN) III d ° d III • • OCCURS 30"LAP.MIN) 00 a�, ICI II II II II II ICI 2'-0" FOOTING REBAR (o �+ E III III III III III III III (3)#5 CONT. �, o O FOOTING REBAR FOOTING REBAR q a (3)#5 CONT. (3)#5 CONT. .� • • s PORCH 12" COLUMN DETAIL CONCRETE STAIR @ FOOTING O .o a U S-2 SCALE:3/4"=1'-0" S_2 SCALE: 1"= V-0" cn TYPICAL EXTERIOR STEM WALL FTG. 2 INTERMEDIATE STEM WALL FTG. W/ STEP 1 II /) N S-2 SCALE: 1"= 1'-0" S_2 SCALE: 1"= V-0" S-2 N (1)#5 HORIZ. BAR CONT. sd Z m C\O 10"W X 8"D THICKENED W FIBERMESH OR WELDED WIRE MESH.SEE FOUND. EDGE W/(2)#5 BARS CONT. 4 NOTES SLOPE 3/4" FIBERMESH OR WELDED zi ■ I Q WIRE MESH.SEE FOUND. 1'-2" NOTES ■ a a 4 4 4 � Mlv - X X— - I ■ I I ao 24"W X 24"L X 18"D THICK - CONC. FOOTING W/(3)#5 1 1 8' X 16"CMU STEM WALL - BARS EA.WAY IN BOTTOM �� ix ...•• �� ■ F(#OF COURSES TBD) — 12"X 12"CMU COLUMNS W/(2)#5 I 24"W X 24"L X 18"D THICK I— 8"X 16"CMU STEM WALL VERT. BARS W/10"ACI HOOKS TOP I ■ I CONC. FOOTING W/(3)#5 (#OF COURSES TBD) AND BOTTOM TIED TO HORIZ.STEEL BARS EA.WAY IN BOTTOM I �� OD LL e IN BEAM AND FOUNDATIONS �^y O p. #5 ROD W/10"HOOK EMBED x #5 ROD W/10"HOOK EMBED ° W $ N IL �e MIN.OF 7"INTO FOOTER.SEE MIN.OF 7"INTO FOOTER.SEE 6 12"X 12"CMU COLUMNS W/ ° C� v < Oe STRUCTURAL ENGINEERING STRUCTURAL ENGINEERING S-2 II ■ I (2)#5 VERT. BARS W/10"ACI ? N�v^ LAYOUT FOR LOCATION AND LAYOUT FOR LOCATION AND •J I I HOOKS TOP AND BOTTOM I 0% SPACING(WHERE SPLICE SPACING(WHERE SPLICE TIED TO HORIZ.STEEL IN I OCCURS 30"LAP.MIN) OCCURS 30"LAP.MIN) BEAM AND FOUNDATIONS //j ......° °)Q�� IPVZC 6 I I S-2 a l Qa ■ „ FOOTING REBAR FOOTING REBAR , =y o (3)#5 CONT. (3)#5 CONT. 12 v I N � y�w sue. • N� O 1 N bA N G y � NOTE:SEE FLOOR PLANS 2'-0" 2'-0" FOR ALL DIMENSIONS. ■ S_2 F o a_ a I I l ■ Y c6� 7 Z � 3 TYP. INTERMEDIATE STEM WALL FTG. 4 GARAGE DOOR RECESS MONO. FTG. 2 NOTE: ■ PROVIDE VERTICAL#5 BAR 2 S-2 SCALE: 1 = 1-0 S_2 SCALE: 1 = 1-0 S-2 S 2 AT ALL CORNERS,EA.SIDE OF WINDOWS �� I &DOORS&@ 4'O.C.MAX. ■ N N W o 0 ■ p o N (1)#5 HORIZ.CONT. BARS IN CURB I O O (1)#5 HORIZ.BAR CONT. FIBERMESH OR WELDED I ■ 1-- 2 WIRE MESH.SEE FOUND. I ■ I I LLJm � O NOTES I U) � U L ww = X X X I J m 00 I ■ I I � � 2 I as S-2 8"X 16"CMU STEM WALL (#OF COURSES TBD) ■ ■ ■ ■ ■ ■ ■ W 5 W ■ I S-2 = #5 ROD W/10"HOOK EMBED U) MIN.OF 7"INTO FOOTER.SEE w W STRUCTURAL ENGINEERING 1 v W LAYOUT FOR LOCATION AND S-2 v> (n SPACING(WHERE SPLICE ■ ■ ■ ■ ■ ■ ■ ■ OCCURS 30"LAP.MIN) FOOTING REBAR I } (3)#5 CONT. w ■ > 0 07 4 a 2'-0" f 1 6 ■ ■ O� U) 0 5 TYP. EXT. CONC. CURB STEM WALL FTG. S-2 I ■ M Q Q � � S-2 SCALE: 1"= 1'-0" ■ o W od 12"X 12"CMU COLUMNS W/(2)#5 U m VERT. BARS W/10"ACI HOOKS TOP I ■ J Z ❑ U AND BOTTOM TIED TO HORIZ.STEEL ■ W Q Y U) IN BEAM AND FOUNDATIONS 5 W s 2 �, � z U 00 U 24"W X 24"L X 18"D THICK W O� W � O CONC. FOOTING W/(3)#5 ■ BARS EA.WAY IN BOTTOM ■ ^, CD S 2 •U) W U ■ J 0 LL o �o N � Q p aF 0 H 2 o 2 S 3 ■ tiF2 w m U ■ ■ S2 � ' Q� (� W � Q A o r , of _ 1 ° LLI a a F Q z a H PROJ.NO. 20-830 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ W- DATE 04/08/2020 r N W z a SHEET NO. Ww' wFS -2 .STRUCTURAL FOUNDATION PLAN 1 5 4 5 �� o��S-2 w w H R a aA� SCALE: 1/4"= V-0" a a a w wQw u ¢ SHEET 2 OF 6 a a w¢ 3/16"DIA.STAINLESS CABLE TO BE PULLED TIGHT OVER A/C FIBERMESH OR LM 5 BARS CONT.3" FOOTING REBAR J-BOLTS @ 24"O.C.&EA. FIBERMESH OR COMPRESSOR WELDED WIRE MESH. COVER (1)#5 HORIZ. (2)#5 CONT. CORNER @ FRAMED WELDED WIRE MESH. z: SEE FOUND. NOTES BAR CONT. WALLS SEE FOUND. NOTES E CONC, F clj C) (1)#5 BARS F A/C COMPRESSOR � DIA.ANCHOR BOLTS W/2-1/2"DIA. RAIN X X X CONT. FOOTING REBAR TYPICAL RUNNING BOND WASHERS.BOLTS ARE TO BE EQUALLY V) cl X—v X—'v X (2)#5 CONT. BEAM IS(2)COURSE OF H SECURE EA. END TO CONC. SPACED(6"FROM EACH END& 24"O.C.MAX.) U X o OR U-BLOCK W/(2)#5 BARS PAD W/5/8"X 3"EMBED EXP. BOLTS ARE TO BE CAST IN PLACE-OR-EPDXY N N F— SLOPE �X X X X— OR(1)#7 BAR CONT.EA. ANCHOR&HOLD-DOWN TAB SET W/5"EMBEDMENT. m COURSE CRIMP ENDS OF CABLE W/ �� co • + LEAD SLEEVES OR CABLE cn 6' CLAMPS 2"X 6"P.T.BUCK W/15 MIL BARRIER • �� 8 c W N STD.OR RECESSED PRE-CASTco O 1_p • LINTELS ABOVE WINDOWS, 4"CONCRETE PAD z w O 6 DOORS&LARGER SPANNING • • � � r ^ N � N OPENINGS W/(1)#5 BAR IN . w oo � l SHOWER RECESS DETAIL 2 TYP. THICKENED EDGE 3 TYP. THICKENED EDGE PRE-CAST LINTEL POURED „ • I� > CONTIGUOUS WITH BOND BEAM bi S_3 SCALE: 1"= 1'-0" S_3 SCALE: 1"= 1'-0" S_3 SCALE: 1"= V-0" 6" 1'8" ("CAST-CRETE"/"LOTTS"OR EQ.) c' #5 VERT.BAR IN FILLED CELL(TYP.) 00 III III III 4 INTERMEDIATE MONO. FTG. W/ STEP 5 TYP. PRE-CAST LINTEL DETAIL s A/C TIE-DOWN DETAIL 7 GARAGE BUCK DETAIL 0i S-3 SCALE: 1"= 1'-0" S_3 SCALE:3/4"= 1'-0" S_3 SCALE: 1"= 1'-0" U W O J N METAL ROOF OVER 15# N = UNDERLAYMENT OVER 5/8"CDX 12 SHEATHING, 10d RINK SHANK NAILS @ 4"O.C.AT SEAMS&6"O.C. IN FIELD .. N 5 L/1 c'! PRE-ENGINEERED WOOD TRUSSES @ BB16 ■ ■ BB16 ■ ■ ■ BB16 ■ ■ ■ ■ BB16 ■ ■ BB16 1 N 2 24"O.C. CV O HURRICANE STRAP @ EA.TRUSS-PER +44/-55 PSF +44/47 PSF +44/-56 PSF W SCHEDULE&LAYOUT • ^_ I—N z � co DOUBLE BOND BEAM W/(2)COURSES S-3 ■ ■ S-3 O co H-BLOCK WITH(1)#5 BARS CONT.EACH co SPRAY FOAM R-30(MIN.) COURSE m INSULATION PER C0 Q REPORT#ESR-1172 0LL■ ALUM.DRIP EDGE OVER m 1 X 6 CEDAR FASCIA co a a m 1/2"GYP. BD.DRYWALL JATTACHED TO TRUSSES m � 1 v m ' 2'-0"O.H.TYP. W/(3)16d NAILS EA. 00 S 3 °° • I TRUSS + + 5 ■ �� ,`�0�/j' UNVENTED STUCCO SOFFIT � �,°°•° W/HIGH-RIB LATH ATTACHED STD. OR RECESSED PRE-CAST — — J W/11 GA.X 1-1/4"NAILS W/ ■ a y o o G° LINTELS ABOVE WINDOWS, 7/16"0HEAD @ 4"O.C. N ° IV DOORS&LARGER SPANNING THROUGHOUT Z OPENINGS W/(1)#7 BAR TOP ■ COURSE&#5 BAR IN PRE-CAST �o Lu ~ O LINTEL POURED WITH BEAM (CAST-CRETE OR EQ.) m 4"THICK CONCRETE FLOOR SLAB,3,000 P.S.I. 00 ■ MIN.WITH TROWEL SMOOTH FINISH ?°®�� 4"THICK CONCRETE FLOOR SLAB, REINFORCED WITH 6"X 6"-W1.4/W1.4 W.W. ■ 4"THICK CONCRETE FLOOR SLAB, /// 1p 3,000 P.S.I. MIN.WITH TROWEL MESH OR FIBER MESH W/6 MIL VAPOR 3,000 P.S.I.MIN.WITH TROWEL 100 ALL GYPSUM BOARD TO CONFORM 3 SMOOTH FINISH REINFORCED BARRIER ON COMPACTED TREATED SOIL SMOOTH FINISH REINFORCED TO ASTM C5,C22,C28,C35,C59,C61, S-3 WITH 6"X 6"-W1.4/W1.4 W.W. WITH 6"X 6"-W1.4/W1.4 W.W. C587,C631,C847,C933,C1032 AND = MESH OR FIBER MESH W/6 MIL MESH OR FIBER MESH W/6 MIL = o Y R C1047 AND SHALL BE INSTALLED IN C7 VAPOR BARRIER ON COMPACTED NOTE:SEE FLOOR PLANS VAPOR BARRIER ON COMPACTED v ; o a COMPLIANCE WITH ASTM C843/44 c w TREATED SOIL FOR ALL DIMENSIONS. ■ TREATED SOIL G LL m 2 ■ NOTE: ■ PROVIDE VERTICAL#5 BAR o v z yv = IL O O VINYL INSULATED IMPACT WINDOWS Q x = z o AT ALL CORNERS,EA.SIDE OF WINDOWS F o o p w &DOORS&@ 4'O.C.MAX.% m v p co LL w co inZ pp a a m m VOLUME (CUBIC FEET) a m m O INSTALL ALL WINDOWS&DOORS PER o FMA/AAMA 200-12 SPECIFICATIONS + coW N N #5 ROD W/10"HOOK EMBED MIN.OF FOR WATER TIGHT INSTALLATION A/C BUILDING VOLUME 23,745 Q O N 7"INTO FOOTER.SEE FOUNDATION � 0 PLAN FOR FOR LOCATION AND U SLOPE ■ SLOPE - O CDSPACING(WHERE SPLICE OCCURS a m 30"LAP. MIN) H m o PRE-CAST SILLS(CAST-CRETE OR EQ.) 00 00 -OPTION: FORMED AND POURED SILL, SEE DETAIL. ■ W ~ 0 Z) 2 O 3/4"PT FURRING STRIPS @ 16"O.C. W (TYP.)W/FI-FOIL(R5 MIN.)W/1/2" 8"X 16"CMU BLOCK W/9 GA.LADDER ■ — 0 DRYWALL(TYP.) BLOCKING @ EVERY OTHER COURSE ■ m EXETRIOR STUCCO INSTALLED J S 2 w a a 4"CONCRETE SLAB W/6X6- IN COMPLIANCE WITH ASTM C o Lu W1.4/W1.4 WWM OR FIBERMESH 926&C 1063. (2)#4 X 60"@ALL � o ON 6 MIL.VAPOR BARRIER ON i RE-ENTRANT a a F ■ BB16 ■ ■ mWELL COMPACTED,TREATED FILL ( ) vSMOOTH STUCCO FINISHCORNERS TYP. M Mm ■ +41/44 PSF LL X X X X X cc a /�/ (2)#4 X 60"@ ALL / ~ W • co RE-ENTRANT ■ W CORNERS(TYP.) _ 8"X 16"CMU STEM WALL ■ ■ ■ ■ ■ ■ ■ ■ ■ co (#OF COURSES TBD) Lu w J #5 ROD W/10"HOOK EMBED MIN.OF ■ ■ U) 7"INTO FOOTER.SEE STRUCTURAL ENGINEERING LAYOUT FOR I LOCATION AND SPACING(WHERE q IF SPLICE OCCURS 30"LAP.MIN) S-5 ■ 3 ■ LL m S3 a v o w FOUNDATION-SEE DETAILS BB16 ■ ■ BEAM SCHEDULE o m Q a ■ Lu Q • • • MARK TOP ELEVATION SIZE REINFORCING SPACING ■ WIDTH X DEPTH BOT. MID. TOP Q LL CL SLOPE CO BB16 9'-q CASTCRETE OR EQUAL 1 #5 1 #7 #5 CORNER BARS cm 4 TYPICAL WALL SECTION THRU WINDOW m LINTEL8F161T/1B c� Z �' S-3 SCALE:3/4"= 1'-0" 4"THICK CONCRETE FLOOR SLAB, m + 1.EE=EACH END BAL.-BALANCE 4 ■ Q Q � ■ 3,000 P.S.I. MIN.WITH TROWEL 2.TYPICAL TIE BEAM IS(2)COURSES OF 8"X16"U-BLOCK. U-BLOCK WITH(1)#5 BAR IN EACH,UNLESS SHOWN OTHERWISE. N SMOOTH FINISH REINFORCED 3.ALL HEADERS ARE PRECAST LINTELS,UNLESS SHOWN OTHERWISE. ,3,000 P.S.I. (� WITH 6"X 6"-W1.4/W1.4 W.W. 4.LINTELS SHALL HAVE A MINIMUM 4"BEARING ON EACH END(CONTRACTOR/MASONRY CONTRACTOR TO VERIFY ALL J Z m � 4"THICK CONCRETE FLOOR SLAB, WITH TROWEL SMOOTH FINISH — o MESH OR FIBER MESH W/6 MIL LINTELS) REINFORCED WITH 6"X 6" W1.4/W1.4 W.W. LL w C) MESH BARRIER ON COMPACTED MESH OR FIBER MESH W/6 MIL VAPOR ■ LLj Q U TREATED SOIL �j O ■ BARRIER ON COMPACTED TREATED SOIL co Al () U O m 0 LL 00 ■ CV onc O W LL LL ■ ■ ■ ■ 4"THICK CONCRETE FLOOR SLAB,3,000 P.S.I. CO a BB16 U Q MIN.WITH TROWEL SMOOTH FINISH M m (3) J Z U 3 +43/-52 PSF REINFORCED WITH 6"X 6"-W1.4/W1.4 W.W. n/ J O MESH OR FIBER MESH W/6 MIL VAPOR 1 1.•.•�� OS 3 BARRIER ON COMPACTED TREATED SOIL S 3 ■ H < N ■ ■ N a p O FH w C) r Q +44/56 PSF +43/-46 PSF EA. +44/-47 PSF +43/-46 PSF EA. +43/-45 PSF � Lu = Q 00 U (� Lu Q Q U) BB16 ■ ■ BB16 ■ ■ ■ ■ BB16 ■ ■ ■ ■ BB16 ■ ■ ■ ■ BB16 ■ ■ ■ BB16 ■ ■ ■ ■ BB16 ■ ■ ■ U F (n o ' +39/-44 PSF J 2 PROJ.NO. 20-830 LL S-3 DATE 04/08/2020 STRUCTURAL SLAB PLAN SCALE: 1/4"= V-0" 4"THICK CONCRETE EQUIPMENT SLABS, SHEET NO. 3,000 P.S.I. MIN.WITH BROOM FINISH REINFORCED WITH 6"X 6"-W1.4/W1.4 W.W. MESH OR FIBER MESH ON COMPACTED THIS ITEM HAS BEEN DIGITALLY SIGNED&SEALED BY JASON W.SHORT, TREATED SOIL(TYP.FOR EQUIP.PADS) 2 P.E.,M.ASCE P.E.it69018 ON 06/24/2021 USING A DIGITAL SIGNATURE. S-3 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED& SEALED,AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. SHEET 3 OF 6 SIMPSON MTS12 V 1 ❑ N O co W N O � M 2 X BLOCKING �rO -aN 1 N coo ° V O > W NEW 2 X 8 FRAMING 0 00 PRE-ENGINEERED HETA16 _Q v 0) E TRUSSES @ 24"O.C. 2-0 2'-0" O O O.H. HHETA16 O.H. 4-1co U) CRICKET FRAMING DETAIL ' S_4 SCALE:3/4"= V-0" O Q U o ox� I I Q co I I � 2 X 4 LEDGER ATTACHED U) I V 1 W/1/4"X 2"EMBED. 7) N TAPCON @ 24"O.C.MAX. - - - - - - — � — — — - - — - - - - — - - - - - - — - - - - — - - - - — — � — T — - - - - - - I /1 N \ / r` � 2 X 4 FASTENED TO 2 X 4 Q �� N LEDGER USING(3)8d NAILS TOE NAILED(2 ON 1 SIDE 1 wco ON THE OPPOSITE) o I \\ // I 6i ~ 04 z 0�0 `— O co 2 X 4 BLOCKING/SOFFIT w NAILER @ 24"O.C. I .'e. HHETA16 Q e e I NN 2 X 4 ATTACHED TO TRUSS \ \ PRE-ENGINEERED ROOF / / TAIL WITH 8d(3)8d NAILS MIN. I \ TRUSSES 24"O.C.MAX / (SPACED EVENLY-4"O.C.) NN\ \ / / ` UNVENTED STUCCO SOFFIT W/ I \ \ / / I `� �A, •° O� �� HIGH-RIB LATH ATTACHED W/11 GA.X 1-1/4"NAILS W/7/16"0 \ / HEAD @ 4"O.C.THROUGHOUT \ \ / ^y o O p / I <Z § lztz N 2 > SOFFIT ATTACHMENT @ CMU WALL Q I \\ I Q ° z S_4 SCALE:1"=1'-0" w \ \ / w 'NOTE: IF A LEVEL SOFFIT IS NOT USED` �� ` ......... °°••- \ 1p NN CO CO 7 G �•� N m'6 Z�lH \\ CATHE�AL CEILING /CATHEDRAL CEILING // H = = I o w TRUSS CONNECTION SCHEDULE w oNyo� Ra UPLIFT MAX. UPLIFT HARDWARE CONNECTION NOTES FASTENER SPECIFICATION o� oa 1241 1810 HETA16 COMMON TRUSS TO C.M.U.WALL(U.N.O.) (9)10d X 1 1/2"NAILS 2189 2235 HHETA16 HIP GIRDER TRUSS TO C.M.0 WALL(U.N.O.) (10)10d X 1 1/2"NAILS 3562 3965 MGT GIRDER TRUSS TO C.M.0 WALL(U.N.O.) (1)5/8"X 7 E EMBED.& ALV10D NAILSS.ALL \ / w N N 5338 5338 VGT HEAVY GIRDER TRUSS TO C.M.0 WALL(U.N.O.) (1) X 7"EMBED. OR S.S. HETA16 I \ / N ALL-L-THREAD&(22)10D0D NAILS o 0 670 1310 HTS16 COMMON TRUSS TO FRAME WALL (16)10d X 1-1/2"NAILS(8 EA.SIDE) 2'-0" O.H. 5'-0"SETBACK TRUSS TRUSS TO VALLEY TRUSS TIE DOWN(U.N.O.)&(14)10d NAILS(7 EA.SIDE)-(1)@ EA. \ HHETA16 259 1000 MTS12 I I H TRUSS TO CRICKET FRAMING END&4'O.C. \ Z) 2 O NOTE: I \ I U) 0� U 1.ALL TRUSS CONNECTORS ARE SIMPSON STRONG-TIE Z-MAX.(WHERE AVAILABLE) (TYP.)INSTALLED WITH MAXIMUM Q = I \ 0 NAILS,SCREWS,BOLTS AS PER MANUFACTURERS SPECIFICATIONS. 2.ALL TRUSS TO TRUSS CONNECTIONS ARE BY TRUSS ENGINEER(INCLUDING PIGGYBACK STRAPPING/TIE-IN). I \ / HHETA16 \\ VGT MAIN HOUSE: — — — — — — — — \ / \ ry ROOF AREA=4,802 S.F. 1/150 OF AREA OF ROOF(ATTIC SPACE) = MGT I \ / \ SPRAY FOAM INSULATION BEING USED/NO N. / ATTIC VENTILATION IS NECESSARY. CRICKET FRAMING - \ STEP IN CEILING,/SEE \ / I LU HETA16 SEE DETAIL 1/S-4 ARCH.PLANS WR HEIGHT \ / — — — — — — — — — — — — — Lu < � \ / A FIC ACCESS VERIFY W/ \ NN / \ TF SS MAN F. - - - - I - - — — - - / \ � / I <n o U) a / PRE-ENGINEERED ROOF \ � Q / TRUSSES 24"O.C. MAX \ / \ < I N. w Q o / \ _ 06 Q) / \ \ \ \ I _ o / \ a Y U LU o I // - - — - - - - — \ I v w co / (2)HTS16 \ (3) 0-1Z C Uw 2 HETA16 — - - - - - - / 0 OML.f_ Q _j 00 - - - - - - — — - - — — — — - - - - — - - - - — — - - — - - - - — - - - - — - - - - — - - - - — - - - - — - - - - — - - - - - - — - - - - - - �� Q o I (D o o ~ wv I =3 Lu Q o = oo Ll) � Q Q U No I H F- o H 2'-0" 2'-01, O.H. 6-0"SETBACK TRUSS HHETA16 MGT VGT MGT HHETA16 6'-0"SETBACK TRUSS O.H. w PROJ.NO. 20-830 J LL DATE 04/08/2020 SHEET NO. STRUCTURAL ROOF FRAMING PLAN THIS ITEM HAS BEEN DIGITALLY SIGNED&SEALED BY JASON W.SHOR"C, —4 SCALE: 1/4"= 1'-0" P.E.,M.ASCE P.E.1769018 ON 06/24/2021 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED& SEALED,AND THE SHA AGTHEN"I ICATION CODE MUS"C BE VERIFIED ON ANY ELECTRONIC COPIES. SHEET 4 OF TIE-BEAM OR DOUBLE BOND BEAM 41. a ° (2)3/8"THICK BEADS OF POLYURETHANE (2)3/8"THICK BEADS OF POLYURETHANE a 10"ACI HOOKS @EACH BAR 2X P.T.BUCK SEALANT BEHIND BUCKS(BY BUCK 2X P.T.BUCK SEALANT BEHIND BUCKS(BY BUCK a v a n a INSTALLER) INSTALLER) a a CONTINUOUS BEAD OF POLYURETHANE CONTINUOUS BEAD OF POLYURETHANE SEALANT(INSTALLED BY WINDOW SEALANT(INSTALLED BY WINDOW ° n a CONTINUOUS BEAD OF WATER CONTINUOUS BEAD OF WATER #5 VERTICAL BAR IN d a INSTALLER) RESISTANT SEALANT AT MASONRY/BUCK INSTALLER) RESISTANT SEALANT AT MASONRY/BUCK V) 0 ° FULLY GROUTED CELL JOINT AT INTERIOR/EXTERIOR AND JOINT AT INTERIOR/EXTERIOR AND U (EA.SIDE OF OPENING) w SOLID INFILL OF STUCCO CORNER JOINTS(BY BUCK INSTALLER) SOLID INFILL OF STUCCO CORNER JOINTS(BY BUCK INSTALLER) N N TRUSS BEARING co co DOUBLE BOND BEAM OVER m o CMU WATER RESISTANT COATING ■ �� v PORCH OPENING LL �� r CMU WATER RESISTANT COATING I 1LL a NEW FILL-IN OPENING 0O ON MASONRY OPENING JAMBS(BY ON MASONRY OPENING JAMBS(BY v s= SILL REINFORCING SCHEDULE CONTRACTOR) (VARIOUS SIZES- O CONTRACTOR) -0 co M SEE PLAN) POURED SILL 1 O"ACI HOOKS @EACH BAR w POLYURETHANE SEALANT POLYURETHANE SEALANT O N 00 OPENING WIDTH DEPTH REINFORCING STEEL F �y M (BY CONTRACTOR) (BY CONTRACTOR) CONTINUOUS BEAD OF SEALANT � O 0 M WIDTH To LESS AIR/WATER DAM @ SHIM GAP(BY / ^ o a)THAN 7' 8., (1)#5 12"X 12"CMU BLOCK COLUMN _�.;,: .- CONTRACTOR) V 1 AT PORCH CONTINUOUS BEAD OF SEALANT w WIDTHS T TO 8„ (2)#3 SIDE BY SIDE AIR/WATER DAM @ SHIM GAP(BY CONTINUOUS BEAD OF POLYURETHANE C LESS THAN 10' CONTRACTOR) SEALANT(INSTALLED BY WINDOW C POLYURETHANE SEALANT INSTALLER) WIDTHS TO 12' (4)#3 SIDE BY SIDE (2)#5 BARS IN FILLED COLUMN (BY CONTRACTOR) LESS THANN 15' SEE PLAN FOR SPACING CONTINUOUS BEAD OF WATER ( ) FINISH FLOOR Zo In RESISTANT SEALANT AT MASONRY/BUCK 01 00 00 FORMED AND POURED "�l SOLID INFILL OF STUCCO JOINT AT INTERIOR/EXTERIOR AND a 0 SILL,SEE SCHEDULE W/ (2)#5 VERT.DOWN ROD(FOR EXTERIOR SILL NOSING CORNER JOINTS(BY BUCK INSTALLER) �� co U 10"ACI HOOKS EA.SIDE 12"CMU REF. PLAN FINISH MATERIAL, PITCH *k N ( ) SILL AWAY FROM DOOR 2X P.T.BUCK �� TIED TO VERT.STEEL SLAB RECESS (TYP.) O Q CMU W/9GA.LADDER 10"ACI HOOKS @EACH BAR CMU WATER RESISTANT COATING (2)3/8"THICK BEADS OF POLYURETHANE U 0 CMU WATER RESISTANT COATING BLOCKING @ EVERY OTHER SECURE UNDERNEATH BOTTOM MASONRY SILL SEALANT BEHIND BUCKS(BY BUCK W ON MASONRY OPENING JAMBS(BY ON MASONRY OPENING JAMBS BY Q INSTALLER)� COURSE CONT.STEEL � ) CONTRACTOR) ( N � z z CONTRACTOR U U NOTES: NOTES: can 4"CONCRETE SLAB W/6X6- 0 WATER RESISITANT SEALANT AT MASONRY&WOOD BUCKS TO BE"TYVEK FLUID APPLIED FLASHING&JOINT 0 WATER RESISITANT SEALANT AT MASONRY&WOOD BUCKS TO BE"TYVEK FLUID APPLIED FLASHING&JOINTCL N W W1.4/W1.4 WWM OR FIBERMESH U)) COMPOUND"OR EQUAL COMPOUND"OR EQUAL o ON 6 MIL.VAPOR BARRIER ON 0- POLYURETHANE SEALANT UNDER BUCKS&AT WINDOW FRAME TO BE"DYNOMIC 100"BY TREMCO OR EQUAL POLYURETHANE SEALANT UNDER BUCKS&AT WINDOW FRAME TO BE"DYNOMIC 100"BY TREMCO OR EQUAL Q 10"ACI HOOKS @ EACH BAR Q 2 WELL COMPACTED,TREATED FILL J INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE"TREMFLEX 834"SILICONIZED ACRYLIC LATEX INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE"TREMFLEX 834"SILICONIZED ACRYLIC LATEX SECURE UNDERNEATH _ N C° a BOTTOM CONT.STEEL c9 BY TREMCO OR EQUAL BY TREMCO OR EQUAL ■ ^� O N FOUNDATION PER FOUNDATION N CONSULT WITH WINDOW MANUFACTURER TO DETERMINE ACTUAL SILL RECESS DIMENSIONS AND W SLAB/FOUNDATION-SEE PLAN RESULTING BEAM HEIGHTSWINDOW WATERPROUHNU DETAIL Li H I 1E N DETAILS ALL EXTERIOR DOORS MUST BE SET IN A RECESS. Z U) • VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH AND BEAM HEIGHT ELEVATIONS PRIOR TO POURING SCALE: 1"= V-0" O w SLAB d DOOR WATERPROOFING DETAIL QSCALE: 1"= V-0" TYPICAL CMU (BLOCK) OPENING REINFORCEMENT PORCH BEAM TIE-IN DETAIL 0 SCALE: 3/4"= V-0" SCALE:3/4"= V-0" 39"W X 4"D CAST IN PLACE CONIC.CHIMNEY CAP W/(1)#5 • S�i�'�� g�Z/� HORIZ.BARS @ 12"O.C. MAX �� -°°° ° HOOKS T ED TO VERT..STEEL(TYP) ``a .* • • N °� W N O ®° 0 PRE-ENGINEERED WOOD TRUSSES @ o v v x O (2)COURSE"H"BLOCK,(2)#5 24"O.C. �� Z ,? N 4 of CONT.OR(1)#7 EA.COURSE ®°°° ...° �J6 ° ' (1)#5 VERT.BAR IN GROUT FILLED CELL LOCATED PER PLAN 8"X 16"CMU RUNNING BOND W/9 o GA.LADDER BLOCKING @ EVERY a OTHER COURSE Y=.s+•a v m a a o v A•a o ao � r C N N W ON N Q O IQ- SMOOTH STUCCO FINISH 0 Lo n! 0 0 EXETRIOR STUCCO INSTALLED IN COMPLIANCE WITH ASTM C 926&C 1063. W ~ O GIRDER TRUSS&CONNECTION U) 0 C) BY TRUSS COMPANY U) C7 (2)COURSE"H"BLOCK AT MID-HEIGHT,(2)#5 CONT.OR(1) m ATTACH HEADER TO TOP PLATES op #7 EA.COURSE,CONT. POUR 2 X 6 DOUBLE TOP PLATE USING SIMPSON SPH4/6 W/(10)10d ka, N X 1-1/2"NAILS @ 16"O.C. o a (1)2 X 4#2 SYP.TOP PLATE ATTACHED TO EA.TRUSS USING 16d 1/2"GYP.BD. g g W NAILS DRYWALL @ U U W CEILING J J = j TIE-BEAM OR DOUBLE BOND BEAM TIE BEAM OR DOUBLE BOND BEAM U) � (/) IL a bi W (3)2 X 12#2 SYP HEADER W/ Q Q v W 4° 12"O.C. 4° 12"O.C. 1/2"CDX FLITCH PLATES `° C° W MAX. I MAX. i x MAX. MAX. x (V N v 2 ~I v 2 FULLY LAMINATED IL "LIQUID NAIL"(OR EQ.)&NAILED TOGETHER W/ROWS OF(3) 12d NAILS @ 12"O.C. THROUGHOUT m ROWS OF(2)1/4" o a ROWS OF(2)1/4" o a w TAPCONS INTO GROUTED N TAPCONS INTO GROUTED N 2 > PRE-CAST LINTEL BEAM NEW JACK/HEADER ATTACHED W/(1)#5 BAR CONT. O (n MASONRY W/2"EMBED MASONRY W/2"EMBED TO TOP PLATE USING SIMPSON v (TYP.)-MIN.(3)ALL SIDES (TYP.)-MIN.(3)ALL SIDES NON-LOAD BEARING MSTA24 W/(8)10d NAILS EACH Q FRAMED WALL SIDE OF STRAP(TYP.) #5 ROD W/10"HOOK EMBED MIN.OF p 7"INTO FOOTER.SEE FOUNDATION L0 J PLAN FOR FOR LOCATION AND � O LL SPACING(WHERE SPLICE OCCURS M 0) u~i 30"LAP.MIN) (d� PRE-FABRICATED FIRE PLACE Q SYSTEM&FLU,SEE SPECS(SEE >' PT BUCK AS REQ. BY PT BUCK AS REQ. BY 2 X 4 FIRE BLOCKING o� ARCH.) MANUFACTURER MANUFACTURER 2 J_ m (B U LL Q o U a LLI W w (� CMU CMU SIMPSON SP6 @ 32" Q 4"CONCRETE SLAB W/6X6- U pp O.C. STUD,TOP& i W1.4/W1.4 WWM OR FIBERMESH V Lu od O BOTTOM AND AT EA. (o ON 6 MIL.VAPOR BARRIER ON (n N 2 X 4 WOOD STUD WALL KING STUD W/(6)10d iv i WELL COMPACTED,TREATED FILL z @ 16"O.C. X 1-1/2"NAILS @ EA. O DOOR OPENING ° (13 1 P.T.2 X 4 SYP. O O U U BOTTOM PLATE W/8d X X °•X •X X a� J U) O CASE HARDENED NAILS I..L Q Ce) @ 18"O.C. 1/2"GYP.BD. 2 X 6 PT#2 SYP BOTTOM J 00 DRYWALL EA. PLATE ATTACHED TO 8"X 16"CMU STEM WALL Q O SIDE OF WALL FOUNDATION W/5/8"X 5" (#OF COURSES TBD) ~ cl� o MASONRY WINDOW BUCK ATTACHMENT CONCRETE SLAB/FLOOR EMBED.S.S.OR GALV."J" #5 ROD W/10"HOOK EMBED MIN.OF 0 D SCALE:3/4'=V-0" FRAMING BOLTS @ 24"O.C. FOOTING REBAR(2)#5 BARS (n 0 7"INTO FOOTER.SEE STRUCTURAL w U } CONT.W/#3 TIES @ 12"O.C. w m Q ENGINEERING LAYOUT FOR W 2:: ::) z U *NOTE: DOORS&WINDOWS SHALL BE INSTALLED PER MANUFACTURERS LOCATION AND SPACING(WHERE (u W cn (if Q SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED A A SPLICE OCCURS 30"LAP.MIN) r , � LI)L � o _j v; (AS NOTED IN THESE PLANS). MASONRY DOOR BUCK ATTACHMENT V J SCALE:3/4'=1'-0" FOUNDATION-SEE PLAN PROJ.NO. 20-830 LL *NOTE: DOORS&WINDOWS SHALL BE INSTALLED PER MANUFACTURERS DATE 04/08/2020 SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES FOUNDATION-SEE DETAILS REQUIRED(AS NOTED IN THESE PLANS). SHEET NO. INTERIOR NON-LOAD BEARING WALL 2 FRAMED BEARING WALL DETAIL IS -5 s_5 SCALE:3/4"= V-0" s_5 SCALE: 1/2"= V-0" 4 WALL SECTION �� FIREPLACE /(y I THIS ITEM HAS BEEN DIGITALLY SIGNED&SEALED BY JASON W.SHORT, �� P.E.,M.ASCE P.E.#69018 ON 06/24/2021 USING A DIGITAL SIGNATURE. s_5 SCALE:3/4"= V-0" PRINTED COPIES OF TI IIS DOCUMENT ARE NOT CONSIDERED SIGNED& SEALED,AND THE SEA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. SHEET 5 OF V) cl N C:)U c.0 W N O M 2 ^� U LL Uco 00 O � � r 1 N co N V N o ^ O L I ^ O W V1 n 1 � vv (o E O O co O Q 0 U J N unN o L CQ IF N ) N N (1)#5 VERT. BARS N W FIBERMESH OR LLI ~ 04 WELDED WIRE z U) 0 co c coMESH.SEE FOUND. LLB NOTES W FOOTING REBAR Q (2)#5 CONT. X X X �1 1/ • °°� L ° N o 11 O.oWN a O° `r ®° V-8" 1 STORY EXTERIOR MONO. FTG. S-6 SCALE: 1"= V-0" v v �� U N O O•G N (=E y U N N F' 3 'c oo:a a c ° Z W \ N N u� 1 LjJ O O N N Q O 0 '7 N 12 o 0 METAL ROOF OVER 15# HHETA16 5 UNDERLAYMENT OVER 5/8"CDX SHEATHING, 10d RINK SHANK NAILS 1 @ 4"O.C.AT SEAMS&6"O.C. IN FIELD S-6 W PRE-ENGINEERED WOOD TRUSSES @U) 0� 24"O.C. I ■ ■ ■ ■ Cn Wi 0 HURRICANE STRAP @ EA.TRUSS-PER I I SCHEDULE&LAYOUT I I m PRE-ENGINEERED ROOF TRUSSES 24"O.C. MAX a a S-6 1 ALUM.DRIP EDGE OVER I S 6 1 X 6 CEDAR FASCIA 1'-4"O.H. 4"THICK CONCRETE FLOOR SLAB,3,000 P.S.I. � ATTACHED TO TRUSSES uJ TYP. Q Q MIN.WITH TROWEL SMOOTH FINISH W/(3)16d NAILS EA. w w ■ REINFORCED WITH 6"X 6"-W1.4/W1.4 W.W. ■ W 1/2"GYP. BD.DRYWALL I TRUSS 2 = MESH OR FIBER MESH W/6 MIL VAPOR UNVENTED STUCCO SOFFIT W/ I BARRIER ON COMPACTED TREATED SOIL I w W HIGH-RIB LATH ATTACHED W/11 L ¢ W GA.X 1-1/4"NAILS W/7/16"0 STD. OR RECESSED PRE-CAST HEAD @ 4"O.C.THROUGHOUT ■ ■ LINTELS ABOVE WINDOWS, DOORS&LARGER SPANNING DOUBLE BOND BEAM W/(2)COURSES OPENINGS W/(1)#7 BAR TOP H-BLOCK WITH(1)#5 BARS CONT. COURSE&#5 BAR IN PRE-CAST EACH COURSE LINTEL POURED WITH BEAM } (CAST-CRETE OR EQ.) I I +41/-50 PSF Z m ■ ■ BB16 ■ NJ w EXETRIOR STUCCO INSTALLED = I I = U p � ALL GYPSUM BOARD TO CONFORM IN COMPLIANCE WITH ASTM C O a TO ASTM C5,C22,C28,C35,C59,C61, = 926&C 1063. Q >� C587,C631,C847,C933,C1032 AND 1 06 C1047 AND SHALL BE INSTALLED IN 2 SMOOTH STUCCO FINISH 1'-4" 4'-0"SETBACK 4'-0"SETBACK 1'-4" Lo COMPLIANCE WITH ASTM C843/44 Q O.H. TRUSS HHETA16 TRUSS O.H. S 6 Q m M J 8"X 16"CMU BLOCK W/9 GA. LADDER �� a IZ o co BLOCKING @ EVERY OTHER COURSE HETAiv J (D � r U) (1)#5 VERT. BARS 0 m C) #5 ROD W/10"HOOK EMBED MIN.OF STRUCTURAL ROOF FRAMING PLAN STRUCTURAL FOUNDATION PLAN w v v, O 7"INTO FOOTER.SEE FOUNDATION SCALE. 1/4 - 1 -0 SCALE. 1/4 - 1-0 ^^11 C) oPLAN FOR FOR LOCATION AND W 0-100 SPACING(WHERE SPLICE OCCURS Z U W_ O 30"LAP. MIN) w INSTALL ALL WINDOWS&DOORS PER FMA/AAMA 200-12 SPECIFICATIONS FOR WATER TIGHT INSTALLATION co TRUSS CONNECTION SCHEDULE BEAM SCHEDULE � � IL .— p 4"CONCRETE SLAB W/6X6- Q UPLIFTMAX. UPLIFT HARDWARE CONNECTION NOTES FASTENER SPECIFICATION U) u- m W1.4/W1.4 WWM OR FIBERMESH MARK TOP ELEVATION SIZE REINFORCING SPACING ^^11 = U �° WIDTH X DEPTH BOT. MID. TOP W J U ON 6 MIL. i. 1035 1810 HETA16 COMMON TRUSS TO C.M.U.WALL(U.N.O.) (9)10d X 1 1/2"NAILS WELL COMPACTED,TREATED FILL O VAPOR BARRIER ON W co WELL OR EQUAL Q BB16 8'-1" 1 #5 1 #7 #5 CORNER BARS � 6 1743 2235 HHETA16 HIP GIRDER TRUSS TO C.M.0 WALL(U.N.O.) (10)10d X 1 1/2"NAILS LINTEL 8F16 1T/1 B 0 CN X X X X X X NOTE: 1.EE=EACH END BAL.-BALANCE (3) W Q �+ 1.ALL TRUSS CONNECTORS ARE SIMPSON STRONG-TIE Z-MAX.(WHERE AVAILABLE) (TYP.)INSTALLED WITH MAXIMUM 2.TYPICAL TIE BEAM IS(2)COURSES OF 8"X16"U-BLOCK. U-BLOCK WITH(1)#5 BAR IN EACH,UNLESS SHOWN OTHERWISE. (n O ui C) } NAILS,SCREWS, BOLTS AS PER MANUFACTURERS SPECIFICATIONS. 3.ALL HEADERS ARE PRECAST LINTELS,UNLESS SHOWN OTHERWISE. W = Q m U2.ALL TRUSS TO TRUSS CONNECTIONS ARE BY TRUSS ENGINEER(INCLUDING PIGGYBACK STRAPPING/TIE-IN). 4.LINTELS SHALL HAVE A MINIMUM 4"BEARING ON EACH END(CONTRACTOR/MASONRY CONTRACTOR TO VERIFY ALL W uJ � z Q FOOTING REBAR LINTELS) r , L uJ Q J (n (2)#5 BARS CONT. F- 0 0 • W PROJ.NO. 20-830 J 'LI- 2 TYPICAL WALL SECTION @ MECH. RM. DATE 04/08/2020 S-6 SCALE:3/4"= 1'-0" SHEET NO. THIS ITEM HAS BEEN DIGITALLY SIGNED&SEALED BY JASON W.SHORT. S-6 P.R.M.ASCF P.F.H69018 ON 06i24i2021 USING A DIGITAL SIGNATURE.. I RIN I ED COPIES OF"I HIS DOCUMENT ARE NOT CONSIDERED SIGNED& SEALED_AND THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON /� ANY ELFCTRONR COMES. SHEET OF V (CONDITIONS) The builder shall verify all dimensions and conditions on TA5UL,4TION drawings pin the field, y shall be res onstlble for ann necessary ad justments and/or corrections. Donald Wilcox LIVING no responsibillty due LIVING 2545 6,F to theimposstbiifty of �hf-�k�E �8� 5. providing( on site ) supervision. ENTRY FORCH 3ro0 5.1=. RE,4R FORCH 422 5,F, 0 fRE,4R FORCH #2 215 5.F. - o : M 2'-411 �'-O" 12'-8" 33'-8" 10'-0° 12'-411 0 T0T,4L 4283 5.F. >4 � W 1 u i 1 n 1 1 -2u 3-8 10-On 15-4u 41-8n o " >r SN N35 SH N35 SN N33 Uj - _ ■ � ul 9'-4" CLG ® LIN ® I x r — — — — — — — — — —t OMNI -O PAJ\ 1 rn 4 „ 8 X 18 C NC. I I O 8 X ]to CONC. 12 X 1 COL. LK. TYP 1 �s n I LINTELS i I N LINTELS i ._ Q o 0 I ' M,46TER 5E ROOM i � M.�3 T�-I , 12 X 12 COL. BLK. TYP i i x -411 CLC� p- I OPT. 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SN H33 SN 25 SN H34 SN 25 SCALE 12 X 12 COL. SLK. TYP 4'-6n 11_61� A/G 20-005 - 11 II 11 11 i " - 1 " - 1 11 18 1 II - SHEET NO. 12-01 ro 1-O l-O 12-41 14-0 10-4 10-8 -0 3-' "4 HVAC/DUCT LAYOUT ®� 1S'-0" ,�'-8" MAIN FLOOR OF SCALE: 1/4" 1'-011 ONE