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C =1 E = w 0 -a LU U U W m CL w v < C m L41 z LL C ul CL) = ru - Q .0 C) LLJ 0 u Lli —i Z 0 0 4 0 v, >, C Lu z 0 (21 -Do f UO Z < u Z up > Z 0 ..9-- 0 — — �s < U, 0 < 0 z 0 C-6 0 0 E 5 CL f V) E CL (D z z 0 u 2 0- Q) a) ci m V� -y- E UJ CU 0 0 Llq 0 tn --i a CL C: LU Z' ?: -a LLJ Lu LU 0 < u 0 u 0 0 aJ E T -57 0 h• � a W G BRICK BORDER EXPANSION JOINT BRICK BORDER F" p ma 4" CONIC SLAB A" GONG SLAB } FINISHED GRADE "i .Wi i ~ 4c uj W Ix 4'a d,a —° Wna ..d n f- a. n .. _ _I 11-1 11=1 W O . _ _ —_ _ a III—IIIIIIIIIIILII�I- n —III—III 11161 I I- I_ d a a I I—III—III—III—i 1- .�,..�.,.�, ° ° a a n_ -iii=iii—i _ -1 11=1 1-112 1 Ii- -1��_ 5RICK 50rAT, I CSCi50f=r-%ERAT X AN5ION JOINT'S DR IV ' AYEDGE- - SCALE: 11i2 �� - 1'-0" SCALE: 11/2 =1'-0" r i 1 1 i I PROVIDE SWALE 8"h BRONZE AS NEEDED FOR ROCK SALT FINISH CONIC SIDEWALK ALUMINUM DRAINAGE POOL PENCE t4' VERIFY (SEE DEVELOPMENT'S o 9.1 (TYPICAL) g.8 im.3 Im.1 WIDTH SITE REQUIREMENTS) N04 2 F 35�� 221.6 CURB m 120.00' GATE W/ m__77,7 INLET POOL LATCHCl 5' B.R L. j _ _ GRAVEL r — -- — — — -� 2933' DRY -WELL L — — - — J FOR POOL SUMMER VERIFY PORCH KITCHEN rn 11 f DECK DRAIN 0 � POOL EQUIPMENT � STEP � �.L.L (VERIFY IN ROOM "_1 IN CLOSET I 1V J.E.A. FIELD) 0 tQ EASEMENT VERIFY 1III TDR.4lN / IDRAINAG12 73 1� EASEMENr I —® i .. -Ncq FRONT PORCHCOV'D DRAINAGE PORCH - TYPE N 6666— POOL MOUSE 1 TO 4" SALT F IN ISH �F.F.12.40 CONCRETE SLA B DK (VERIFY IN FIELD) DRIVEWAY (TYPICAL) GARAGE 811 BRICK I i �+► BAND At FF GRAVEL I . = 11.20 EXPANSION I (VERIFY IN FIELD) DRY- WELL JOINTS FOR POOL (tYP) DECK DRAIN I ut w O (VERIFY IN EXTERIOR I FIELD) SHOWER I � 20, I 58' I cv — — —QA/ I `! GATE W/ r � POOL LATCH 120,00 UtfLITY `i'ARD''``: - 9.1g.8 10A8" BRICK BAND N04°24'35" 4 222.52' PROVIDE SWALE GRAVEL UTILITY �r 411 SALT FINISH AT EDGES (TYP) AS NEEDED FOR YARD PENCE CONCRETE SLAB Z4811h BRONZE ALUMINUM DRAINAGE m (TYPICAL) POOL PENCE (TYPICAL) L. 221 i I, C I E SITE PLAN SCALE: 1" _ 10'_� LOT 146, ATLANTIC BEACH COUNTRY CLUB - UN& TWO DUVAL, FLORIDA L COASTAL OAK LANE, ATLANTIC BEACH, FLORIDA i REF# 169505-2025 i i i w OEUbsui xWW--aW� F��UOW0��y_ GW�QV�� QHS pTW�Z t0 N�mF_ N rc i-►-zwW 5 �a Yr mS ow W�j 2i Ix V iEF_2F� 0 C'0j Zc' �jEO w ?ppl,w CL N vol Qcc to Lu n 8 LL m � 0 N Lu Q o � 4 "' I il w v n, � Q m mm N 8 _ ♦♦ ,, V <�C� o< 5 S Q roo c wW Z0M I_. C7 p Q M u E U°moo 0 ?- Lu 0 -' 0 4 m C/) W W0 0 Z o � M °0 a �N W cn U — cn cv w o?S rn ui ,� cn � a I z co J V W V Z z w0 >LJ vJ Z W U. CC a oc UJ uj co. �V 0 J }-- VZ W r o c) o .I .- �. 0 II LL m C-4 \ �' O3 v v v © V) L 0 Plan #: K1557 Job #: 16-1059 SHEET NUMBER Al ■ E ry m. z mlb L C L �1 N F(D O Q �� a a 2 N v o = N c Y . Y E °6 E a O Q U N O = � ❑mai` �a 0 cu to �r... U 0o Q 9 uj fl_ Q _ >LU fU CD _• cu M coli C- (Q M 0. V Z. m E NcD�/ C4 O. <j A COf ++ z Q O M (II Oto , ma 00—� Li Liz Q �'�, 0 _aiC�yN�o `+. vm00a Li d w0 CLi CL .� a a a m Q w r F(D N °' 0 cu OL �r... U Q fl_ Q CU ++ cu C- (Q z Q ++ z Q O Li Liz Li d Qm o > Q Q ❑ ❑. Li E _ >m a) a a �, o�--cocn Z> 3 �� �� > a o Q N U d c `� O (� O LO O v o I– J Q Q °- a 'w M 0 Q L- m a O m � m fQ W m 'C co •o Q: E _ d N 0 E E o o = o U- � /a�../c� LL= v' Q Q R O 0 L41 "O 'a O U u IL U] Q Q 0 m Z W W Q) O O Q C -6Q Q C U Uwz U) v w 3 v m Z w U J m v) X m w F- LL aCL CL LL a m Q w h v ILA - a V e V ¢ ° O j ri �r v Q N P -s p h -pi ` ~ - LL O O O O c a c z V) ° w� v 0 ,r o� i v*i a v E r �,, r o a o C, v E Z w LL 3 Co ry l -y LL o o r c L 1 � �e u w n o v o l� N t v ;, O t S fl. v LLJ Cc IZ a,Qj > m oo i .j h,t1 o o n , o YZZ O Lu - 0 O (N `i � (`a, V FIC I c 3 r Q lii O 'O +�+ d rn ! O - i X v W N L GQ, O O B w m c ws v_ f� 4- c c: o /� w VV o [7 ,; cs o v v 6 -.'.. E ® O O O W Z V = o 'J + N O ? V C3 6`� i o c o� Z F V i o o m V LU O 01'�..N. Q U-1 .� �4a v1..� v•�,: `—^.s/, ^ Z Z A U. N �.4. v �� VD y ®d D fi m U. ® \i7V a �O 4 Q1 - 7 m. Ez V) N Zo (� !► cc Z = p 1- m Q a �� v v cry 4� 00W C* _ ® w a p - a _ - v o� �d V m O Z w v p w _ �p�2 J F- Z w m Z a a Z z Q Z f V ii IW- LU °�' fl p� In `- c c z Z L v a � 0 LU O H v' v i, o o ,z o a w i Q a O a V Q 66g ¢ w x, ��.o� O v 3 rwo LU ra ® pLL LOLLJ m v a Q O "' F- a LIA 6/9 O i Ln U a) U') U- b�A U W—O Cd ..O N v, w E� Z �00 w ct o Q 44 w v CG O o Cd a O � .! � A �- 53 ) M i o 0 .cr v w d) ce U yCd,, qfc: H O U o o a' °6 C ._. d - n o ea � — - -d co O O ' ^ VJ C- a 45 +21 Ln U a) U') U- b�A U ..O N ct o Q 44 Y CG O Cd O � .! � A �- 53 ) M i o 0 .cr d) ce U yCd,, qfc: H O U o o a' °6 C ._. d - n o ea � — - -d co Ln U a) U') U- BRICK BORDER EXPANSION JOINT BRICK BORDER 1 CHC SLA5 -0 C ONGSLAB FINISHED GRADE ad a o° dd d a v b d d d ° d a° 1=I I I-1 d _III—I I —I 11-1— b III—III—I 1-1 11=1 I — ° d — IF °.. a - — — _ d _ 11-1 11-1 > d _ d 11-1 I I—III—III—I I I- d I o fII —III—I I I- d d _ —I I1-1II—III—II1- —I��—I�i—_ I—ISI—ISI—ISI—ISI � ,III IIi—II1- � ISI—�I� _ � III—I`I�fII�I—I�1— I�—ISI—ISI ,III _ 11 _III—I I —III—I I i— 1 IL I_I-111= I I 1-1 11- ;a'� I I - I C�KKoomr5l;?E�3fi�ICK CORDER AT, 5RAT, EXEANSION JOINTS, DDRIBw IAY EDGE SCALE: 11i2 = 1'-P>" SCALE: 1112 I i i PROVIDE SWALE ROCK SALT FINISH 48„ h BRONZE AS NEEDED FOR CONC SIDEWALK ALUMINUM DRAINAGE t4l VERIFY (SEE DEVELOPMENT'S POOL PENCE SITE REQUIREMENTS) 9.1 (TYPICAL) 9.8 10.3 10:1 WIDTH N04024135” 1 221.64' CURB cn 120.00' GATE W/ rn INLET Ln POOL LATCH 5' B.R.L. + — — — — — — f -I- �''I'll'', 11111111\� GRAVEL 2933' r — - — — — -1 ,' 8, I 1 DRY -WELL L — — - - -� FOR POOL SUMMER VERIFY DECK DRAIN r PORCH KITCHEN cn POOL EQUIPMENT STEP (VERIFY IN _ ROOM ``_t IN CLOSET r I IV J.E.A. lu FIELD) @ — ;� fp EASEMENT _ z VERIFY IPY X DR4INAG _ � � � �, STEP 12' N X331 EAsEMEN 6� / -� I FRONTm COV'DDRAINA PORCH _TYPE GE 0 n n _ N POOL 0HOUSE 4" SALT FINISH N -FF POOL F.F. = 12.40 j CONCRETESLAB _._ DECK -s (VERIFY IN FIELD) DRIVEWAY (TYPICAL) DRAIN tt1 I � ' N I GARAGE c; 8" BRICK li 39' F.F. = 11.20 N BAND AT EXPANSION GRAVEL (VERIFY IN FIELD) JOINTS DRY -WELL FOR POOL r ITYP) O DECK' DRAIN 1 EXTERIOR w w (VERIFY IN I SHOWER FIELD) ( � 20' _ A/C A/C GATE W r POOL LATCH 120.00' T 9.8 10.4 8" BRICK BAND N04°24'35" 222.52' 91 PROVIDE SWALE GRAVEL UTILITY tt 4" SALT FINISH AT EDGES (TYP) AS NEEDED FOR YARD PENCE M CONCRETE SLAB Z4811h BRONZE DRAINAGE M (TYPICAL) ALUMINUM POOL PENCE (TYPICAL) -i8' 22' I E i L SITE PLAN SCALE: I = 10 0 ,. I LOT 146, ATLANTIC BEACH COUNTRY CLUB - UNIT, DUVAL, FLORIDA COASTAL OAK LANE, ATLANTIC BEACH, FLORIDA 'i saF-� as U0mw()SX ww W w - - m W XFZUUWFF-w OW%%V�-O cn N am H Z0550 m c NNy Ud ca 0fYdd�$ a0 _�=wa� U iEF-2 'FZ� � N CIO Lu f-- z iii'= cn 5; 15!2 a' oIr� o� a w ce � hi co u- g to 0 LLJ y U) M G CL J Lu Q m< U_ Lija F- U 5m wz mFN U ✓� 4a�' nin ma�d.c"R. w w W w Z04 0 F- M � o Q M J w LL. $ U°ELo a, >O J w:2 . 01 w p1 Z O > ° a w pM Q°QcL o") Cr0 U _ W t/i 0 N w 10 cc dS oc LU Cy) W Z M �. p m U W ���./rr z L Z) W O L V,-17 W v � ww m O -- OZ W O N� to II o M V O 3 p V) 0 Pldn #: K1557 Job #: 16-1059 Al ■ i THS CLOWEI:. 1: EeSIDENCE LOT 146, ATLANTIC BEACH COUNTRY CLUB — UNIT TWO DUVAL COUNTY, FLORIDA GOVERNING BUILDING CODES: FLORIDA BUILDING CODE 5th EDITION (2014), RESIDENTIAL NFPA 70 - 2011 NATIONAL ELECTRIC CODE V VH%`j* I HL'- VHI AN LAIN C I H I LAIN I I V D CHV 1 1 r LV 111 UH OCCUPANCY: GROUP R ($ESIDENTIAL) CONSTRUCTION TYPE: V•B` ,. REF# 169505-2025 SQUARE FOOTAGE TABULATION FIRST FLOOR LIVING 2034 SECOND FLOOR LIVING 1395 TOTAL LIVING 3429 ism— IN 0 mg • Dice 'iiiiiioa ii%is!�/l A2.1 SLA13PLAN- jUNITy D " EVELOPMENT A3.1 FIRST FLOOR PLAN ,pPROVED A3.2 SECOND FLOOR PLAN A3.3 DOOR /WINDOW SCHEDULES A4.1 EXTERIOR ELEVATIONS A4.2 EXTERIOR ELEVATIONS A5.1 INTERIOR DETAILS &STAIR DETAILS 11 —_FIN FLOOR A5.2 BUILDINGECTIONS FMGR4DEA6.1 WALL SECTIONS A6.2 WALL SECTIONS A6.3 WALL SECTIONS A7.1 FLASHING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN E1.2 SECOND FLOOR ELECTRICAL PLAN S STRUCTURAL DRAWINGS (SEE LEGEND ON ENGINEER'S SHEETS) n- IS W3 UaV Qgx WW- ZWF iEF�isa�F c3wc3wQ<v-cc Z?3>>~ps'2 �W1Q-<-z �jf gZ �. WW==WM U �ir G,401Ma F-- 5.4:) r3 S CL o� 8 Q ce 1 WLL h LL uj cr- 0. c WMW mQ U QWUN'y8 FZ= U ` QNCI F oaf ��v~io�ti N rfoo X wW I'-ZM 0o Q-04 J £. U, , 8 Uo�8 a ca O J � Y m — Q t^ Z Lcn? W U_ (rN fn co N w J �. > ui W (n Z ca ac w rn 3 co 7 W 1 U z� wO 0 U U) 11.1 OC Q CCW w ap 0 -- F- �z o N m �.} V F— O v o L Plan #: K1557 Job # 16-1059 BRICK BORDER EXPANSION JOINT BRICK BORDER 4" CONC SLAB 4" CONC SLAB FINISHED GRADE 7//7Ad'. e ° d da. rQ ° . °' a d —III 1._�_= = =__ _ I I LII III I I L - —_ — a s I I I—I I I—III-1 I I—III- i—I a ° —111—III III—III—I d I-1 I I—I 1 I—I I I-1 11 _ _ _ _ _ HEW= T'= I I—III—III—_I 11- 111=111- III- .1 1=� I I —�—III—=111=III 1.11 -III— 1 I-1 I I—� I i L I_I1=111- f l -III- la 111 : ; I I I-111 111 -III- 12� —11I 1 111-I 1 �_� I I �— i 5RICK �30RD E fisc AT 5RICK 50AT.fi�?D E EXPANSION JOINTS, D191YEWAY EDGE SCALE: 11% 1'-0 SCALE: 1112 P -o„ PROVIDE SWALE 4811h SRONZE AS NEEDED FOR ROCK SALT FINISH ALUMINUM DRAINAGE CONC SIDEWALK POOL FENCE t4' VERIFY (SEE DEVELOPMENT'S SITE REQUIREMENTS) (TYPICAL) WIDTH N,a4°24'35"W 221.�a4' 9.1 g.8 10.3 10.1 CURB 12P�sD�' GA W/ INLET cq POOL LATCH AT CH � 5 B.R.L. GRAVEL I r-=--7 2933'EKITC-PEN 1- — - — -1 DRY -WELL L___ — -1 I FOR POOL r PORCH _ VERIFY DECK DRAIN ROOM ih POOL EQUIPMENT rSTEP �} (VERIFY IN IN CLOSET 1 u4 7.5 J.E.A. uj FIELD) 0 ; !Q EASEMENT VERIFY ? 61 53 DRAINAGE �, STEP 12' 'n `4 71 N yy' I EASEMENT -77 FRONT, m L COV'D DRAINAGE PORCH _ PORCH ch TYPE n u 0 fA A N 04 ------- /\ Pool r V N HOUSE 4" SALT FINISH , M POOL F.F. 12.40 I CONCRETE SLA5 m =- DECK (VERIFY IN FIELD) ;. DRAIN DRIVEWAY (TYPICAL) N I GARAGE 8" BRICK F3At. GRAVEL EXIAND �ANSION DRY -WELL (VERIFY IN FIELD) JOINTS FOR POOL r' (TYP) DECK DRAIN ( VERIFY IN — EXTERIOR u11 FIELD) { SHOWER (iL V 58, B.R L. A/C A/C t GATE W/ f� POOL LATCH ::UiiLITI' PARD: ,.n 12 �.0� 9.19.8 - 10.4 8... BRICK BANp Nm'2�F'3"W 222.2' PROVIDE SWALE GRAVEL UTILITY �r 4" SALT FINISH AT EDGES (T`fP) 48"h BRONZE AS NEEDED FOR YARD FENCE m CONCRETE SLAB ALUMINUM DRAINAGE (TYPICAL) POOL PENCE (TYPICAL)8' 22' SITE PLAN �.z SCALE: 1" = 10'_0" LOT 146, ATLANTIC BEACH COUNTRY CLUB = UNIT -TWO DUVAL, FLORIDA COASTAL OAK LANE, ATLANTIC BEACH, FLORIDA REF# 169505-2025 Cj a wU 0. w w o w iE iEF-U5aFE4. GW%QOF-Q ZZ� _086co QQ � U) ~�, tWm N.- �U QaFQ-MQ-ZQ03' p�N NQ�a 28 IL o WWUUWa- ac -j00 8�p NODMOD U hwKE 391, a N ♦♦= =y Q Ir w (� s l� to W n 8 U- m � 0 o uj N C/) r0� a J Li W m � .L N _ 0 Q Q I W w z 0 F_ M � o Q c') (n J �. w U- 8 8 V °moo a �, >= w O -' �, Y m Z — Z D C/) z Q M JQ o omu) W 0 fn (/) N w �c 06 1 W 0) w W ._I W �— U z z:) W Q 0 Co wU cc<C rrW w op 5' CJ O -- H— Uz w h 0 c .I N ( II ca o m V' O o� 0 Plan #: K1557 16-1059 SHEET NUMBER Al ■ No NOTE ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE 'i8'-8" PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION 29'-4" 361-0" S'-0" 5'-4" AND ASSUMES THE RESPONSIBILITY TO lo PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDINGS OFFICIALS TO MEET COMPLIANCE. 4' -10" �o `-0" all CONC BLOCK i 2 2 FOUNDATION WALL A52 I 6 5.2 A6.T ON CONC FTCs STRUCTURAL PER � -----'S DETAILS RIF' (TYPICAL) -------- —FIELD ----—-------1 — — — — — — — E— — -------- ------ -- -1 1 --- - -_ --- JW�tALL - ---- ----------,-- ---� ir------� 1------ ----------- -- -- -� (- 64" SILL �_ 14" � I I I I 3 — CONC, BLOCK FOUNDATIO4"GONG _ I I TS.{ON Cc uSLAB q — J ENG'S DETr- I 1 a11 GONG BLOCK 1 ► I—_ �t � p . 1 r- — - - - - - - � (TYPICAL) I I I I FOUNDATION WALL ONCONC FTG PER I 17'-4" _ 12-0•, 1'-2" 1 STRUCTURAL 1 VERIFY I — — — END'S DETAILS IN FIELD (TYPICAL)—411 411 I RECESS SLAB t - _ 1:4 At SHowER 1 1 `� 1 1 x,11 CONC I j � � N I 1 � SLAB PVG PIPE I I 0 I I I I 1 FROM POOL DECK DRAIN PROVIDE FTG FORr — — — — — — — - — --- DEEPEN I - To GRAVEL STEPS TO GRADE I 1 1 1 I I 1 2 DRY -WELL AS NEEDED I j ( — J EDGE (TVP) 1 j - - - - -- -- -- 1 `" ---- - ------ ------ 1 r - — — — - — — 1 _ ( 4„ coNc SLAB ( I I 1 PER STRUCTURAL. 1 I ( - - ENG'S DETAILS -- e--__—__--_=----__�---- 41. I - I I SLOPE FOR POOL DECK Iii I ( I -� ( I 01 DRAB I I PROVIDE FTG FOR 3 _ Jp DRAIN (TYP) --�r; ( I 1 I I V8° I'-0” 1 STEPS TO GRADE_ r N 151-211 4,_4„ 13'-211 I i 9'-4" ( ( 3'-��, , AS NEEDED 52 � _ A5.2 -►'-0° III 1 10,_4„ I *- 15 -4 oe 6.1 ' 2I r 1 ( - DEEPEN d) I VERIFY 1 ' If 6 i j I 1 EDGE (tYP) �- ---- 04 r I I }811 IN - (T't'P) FIELD 1 _ FLOOR P ' r II; I 1 _ a I I = (VERIFY LocatlON RECESS SLAB FOR t i l 1 SLOPE FOR y „ 1 W/ BUILDER) t8" i DRAINAGE � 4 ELEVATOR --'------------� 1 I 00 $LOPE I i i ( R ,1 m ( I BUILDER FOR 1 r `�' - I I SLOOPS _ (VERIFY W/ Pool FOR i; 1 1/8 1 -0 cv 1 I 0 PRODUCT SPECS) I Fri p4i - - - _ -�'► coNTRActOR) DRAIN I �, I —T— I _ 1--I- --- -- -- -------------------- _. DRAIN 0 m rte,= I 1 I 1r 0 1 ----------------- ------ ---------- n I „ , _ „ 1 ; i 4" CONI _ I IRliR'1'PLocA ION 1 i i I r 19-0 2 8 , I r ------J d J .. I I SLAB ( I w/ BUILDER) i---- 1 N Wl 4" CONC SLAB „ I (3'-10° 51-0„ `t I 25'-4" F 11_01, I it 5'-6" 41..t01, 1 r 1'-�,, 19 -2 all U. 4 CONC SLAB <<, L_ ---------------------�1-- --1- 1 ---- ISTRUCTURAL --- - 41-----------------� VERIFY IENG'<t' 1 - - - N ( �IN FIELD I - _ - L- - - ---------- r----------------------� s1, CONC BLOCK I 1 ITYP) �N I 1 M -I 12" SILL FOUNDATION WALL �4 I I ON CONC FTC: PER 1 1 PROVIDE FTG FOR 1 STRUCTURAL 1 I i DEEPEN EDGE 1 PYG PIPE ENG'S DETAILS I ; SLOPE FOR w/ ROD CONT 8"x12" CONC FROM POOL STEPS t0 GRADE 1 I 411 CONC SLAB ELECTRIC AT (TYPICAL) �- --� ,h DRAINACxE , PER ENGIS PIER BLOCK DECK DRAIN AS NEEDED 1 1 PER STRUCTURAL KITCHEN ISLAND �' 1/611/11-011 DETAILS (TY P) ON GONG FTG TO GRAVEL I ENG`s D ' S IIEtAILB • I i PER ENG 's i I� 0 L I (TYPICAL) L) o� 1 I 29'-6" 19'-2•, 1 I 10'-4" i - 19 -0 „ 161-0" 141, f I 8" GONG BLOCK - I I dJ ' �r FOUNDATION WALL ( STOP BLOCK - - ---- ------------- I 1 _ ON CoNC FTG PER < PROVIDE STRUCTURAL.SII — — — — — — — --------------- END'S DETAILS 1 I EXT DOOR 1 (TYPICAL) 1I — a— 1 I ------ - ------ --- ----L - --------------------------- �- -- --1 1- 0 - --- ------ ---_ -- e -------------------------------------------------------------------- -- 1 A ------- I11 ,46.1 5.2 52 I 3 411 CONC TURNED EDGE 4'-011 14'-811 51-4" lo PLANS ARE DRAWN IN ACCORDANCE WITH FLORIDA WILDING CODE SLA15 F AN� 5th EDITION (2014), SCALE: 1/4" = V -O RESIDENTIAL NOTE; ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHAFES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES t0 THESE DRAWINGS TO MEET CGDE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER 29'-411 36'-0" a'*0rr HAS 51-411 AND �ASSUMESEN INFORMED E RESPONSIBILITYIS INFORMATION TO 4 411 PROVIDE ALL ADDITIONAL REQUIREMENTS 01= LOCAL BUILDING OFFICIALS TO MEET 4' -�o" 14' -0" �✓' -3" 8' -0" 6'- i" 5' -8" il, ;��,1 -11 _g1, COMPLIANCE. i PROVIDE S" CMU I ;lI BASE FOR 1 Po POOLE EQUIP I I 2 , /--N 1 ISOKERN I ISOLATION 1 FIREPLACE 1 ,452 MOUNTS ( 6 I I 5 I ,a�.1 ENG BEAM BOXED HOSE 48"h I CC I 1 i TO MATCH COLUMN i SIBS - I W STUCCO FINISH WIDTH (TYP) 111 SIBS i 1 O IO 1 I O r 1 2x6 2x8 — — — — — - --- FIRE ---7mo POOL EQUIP PLACE �( TH(ISOKERN W/)NGAS STARTER)GAS GRILL CEILO cA O RAISED HEARTHEXTERIOR 3 D xN `ENG BEAM BOXED CABS _ TO MATCH COLUMN ( `r UMMER ,I BUILT-IN WALL 1 r CEIL) t ,{ I I r WIDTH (TYP) j O C; -i 11'Ci-i N N OD 4 BasE G,4Bs - - -�. Sul �h I GUARDRR AIL r f`00 t (l0'-1° IE HT) 5.I - (10 1-111 cEfL) I I (TYPICAL) HOME OFFICE l0'f c� --� STEPS TO I (10'-1" IE HT) 03F tt :;t GRADE AS I (10'-1" CEIL) q21-11 - - - in 'v BRICK NEEDED 1'i'-4" 12'-Qjl, 10'-011 .¢I_2" = 5'-2" 13'-8" �'_ PAVERS (RISERS NOT HERRING 1�" EACH I 05L FRAME - IIO ALLALL FRAME 0 109 0 ` lip 9'-0" PAT ERN I I 10x10 BOXED L 3 _ CEIL I I I COLUMN (TYP) I N SO P_NICHE SHOWER 10x10 BOXED 2X6WALL_ 2- 6' COLUMN (TYP) • • r _ — 2 *- �t77 J a -� PER BLDm PER R tt �t BUILT-rN — -------------" — — — — FI --_ - - - - ------ -- � --- - PLAICE ---- --- N 0 �azL ENG BEAM `�' CISOKERN W/) �' `r 104 r ® - - - AM BOXED I GAS STARTER) �:LI51_211 O SLOPE FOR BRICK PAVERS TO MATCH GOLUt"II�I ' 112 � I OVER CON( , m 411 RAISED HEARTH WALL I ( _� GALLERY ao DRAINAGE STEPS TO GRADE AS -- 3 Q 11 1 WIDTH (TYP) I I 4 HEIGHT I I � 110'-I" CEIL) ' 100 GAS Ir „ NEEDED ' h.1 17- _ - LIGHT 1 1 4 (RISERS NOT i'_4" I I 4'-4 31-11 4'-1m" 5'-'i" i'-4" 12' 8" TO EXCEED _ 5 2 1 _ _7 PROVIDE 8" CMU i I 101 • " . 1�,,I EACH) �r 6 I'-1' $ BASE FOR I I 102 - Q - - - - 01 ISOKERN Foy R 411 _ FRONT D N ( 1 00 i i — 2xs A5.1 FIREPLACE 'a' 1 1 103 - _ _ /� I1� WALL -� Z ( _ �✓.1 r---------- C10' -I" CEIL) ' I I~-ARCH (VERIFY SIZE 1 I I C:0 j./ N �- DECORATIVE cA ' i _ I OI`.0 DESIGN W/ POOL I / _ - _ _ I �t /�� } �- Q CENTER BEAM I I -► POOL CONTRACTOR) O t i 411 M I III FUTURE I N COATS (9'-9" M HT) - _ DECK I I ----I I D III ELEVATOR I xb xb _ y '? ? SLOPE FOR ( I (VOLUME CEIL) _------------------------------ ------------ ----------------------------- ---- _ 5.1 I I' i _ _ , r DRAINACsE--------------------------------------------------------- 71 FTMI -pp 1 11 I II ( ( VAULT •• I _ L ----..=----J N �- 19 -0-low"O \\� 2 -8 113 I 1L STORAGE xb c�► ELECTRICAL (VAN SLOPE I I 4/12 INT � � N V C;UD I (FINISH W/ � PANEL I �. - _. --- _ '"' � +- _ I I/2" G.W.B.) = I POOL DECK rt �PITCH > r Q- (VOLUME CEIL) RAIL DRAIN (TYP) •--2xa WALL C4 fE NT I 1 114 F' ELECTRIC - - - - r HEAT PUMP WATER loo,1 u , u , u 1 u - i u C-'1 HEATER tt 3 -6 3 -ro 5 -6 - 2 -2 18 - -$ `t 8 -2 _ 30'-6" 16,1104 a' 4 CIRCULATING p I I WALL 1 LJ PUMP \ HEIGHT 5.1 0 m BUILT INS N 2x6 W 2x6 WA ------------------ -- ----- -- --—-------- — 2x6 ba _ -_ A� C _ �r C10'-111 M HT N - - - , Q iib _ KITCHEN � _ BUILT-IN ilE' ' Y _' AFF FIN FLR OF HOUSE) �" = cmc, _ `9 ll0'-I" CEIL) `h LOOK SIDE � C10'-1" � 61 ( It STEPS O i� PANELS , � „ CEIL). -� (FINISH CEILING W/ r GRADE AS _ 4 _0 N 5/8 TYPE X G:W B.) NEEDED O =� �' 12f� 10x10 COLUMN (RISERS NOT - BUILT-IN CABS/SHELVES ( ON BRICK TO EXCEED �N �NC — SSINK I xb I VENEER -111/211 EACH) G f- _, I u r — — -Ir _.. —, � PEDESTAL Iu .�. WALL CABS � - (l0' -I" CEIL) I 3 . I z I — — — —11— — — 3 STEPS DOWN I (TYPICAL) 0 I Ll 3 I /�wJ� I I� II I AS NEEDED (RISE 'I MAX 0 L — JL' GAS J RLMI 12" EACH) O , 36 "h BASE I 1 8r_ '� '1/'_m" 6'-4" 9'-1" CAB W/SI 291-1" ,11 0 - 11x4' ISLAND J NII 61 Ili 118 D N 4 I r I POO VENTED HOOD '- COTOP 110'-1" CEIL) - - xb w - - — — — — O O OVENS JILT- IN SEAT 2x6 W _ O O I f 4 MISSIES PER - 36 1 0 1 0 0 ILDER HOSE 2x6 x& X6 2x6 BIBB A/C A/C GATE N jII EXTERIOR 01 1 02 GONG HOSE I O I O I (0 L0 3 T y SHOWER PAD BIBB 1 , GATE 2 (HOT/COLD) ( METER ELECTRIC i -J— GRAVEL 3 6'h PRIVACY 52 i I WALK FENCE A6. (STYLE TOBE1 SQ. �TG. TA5ULATION 1 I I TI ITT 1'A iFf ) I 1 VER ED I 1 FIRST FLOOR LIVING 2034 I I I ( SECOND FLOOR LIVING 1395 1 I 1 1 9�_Q11 TOTAL14'-8" I I 3429 ENTRY PORCH 4° 1 4" REAR COV'D PORCHES 5431/ POOL EQUIPMENT 33 GARAGE 100 lo/58'-011 1 11 , TOTAL COVERED 5002 20 -0 NOTES: 1 - ALL EXTERIOR WALLS ARE DRAWN AT 6" NOMINAL TO REPRESENT 2x6 STUD FRAMED t WALLS. INTERIOR WALLS ARE DRAWN AT 4"F1RS 1t FLAN FLOOR NOMINAL TO REPRESENT 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE). ACTUAL SIZE, SCALE: 1/4" = 1'-011 z SPACING AND GRADE OF LUMBER TO BE USED SHALL BE DETERMINED BY BUILDER PRIOR TO CONSTRUCTION AND SHALL CONFORM TO ALL LOCAL BUILDING CODES. 2 - ATTIC ACCESS TO BE 221IX30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS). 3 - GARAGE -TO -HOUSE INTERIOR DOOR t0 BE: PLANS ARE DROWN IN - SOLID wooD DOOR W/ 111 MIN THICKNESS ACCORDANCE WITH - OR, SOLID OR HONEYCOMB -CORE STEEL -OR, 20 -MINUTE FIRE -RATED FLORIDA BUILDING CODE (ANY DOOR CHOSEN SHALL HAVE A 5th EDITION (2014), SELF -CLOSER) RESIDENTIAL 4 - ALL SHOWER GLASS (FIXED GLASS, PARTITIONS t DOORS) ARE TO BE TEMPERED Cst_dS8 (!599 FMJ1Lnr-%? I=nR POnni lt-_ r g res l NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY 'IS' -8" WITH CODE LCAL CHANGES MAZNG Y REQUIRE CONTINUOUS ADDITIONAL DRAWINGS,ENGINEERING SERVICES, AND 3V-411 36' -1011 21- 6,1 OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER 26'-0" 10'-10" HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS 10'-8" 8'-10" '-6" i'-10" '-6" OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. � 2 /2"N 52 � A6.1 LINE OF FIRST ' FLOOR BELOW OO ,4$.1 (TYPICAL) ----------- --------- ------------------T---- ------ x , x6 x,6 ( I A - - --- " I I a ,4TH #2 I I- -- LINE OF FIRST I ' O I FLOOR BELOW I J (TYPICAL) - - 203 CEIL) 0 x O , - 1 I 12'-811 5'-1011 21-1011 41 811 I e 1 _ Fo LSOAP K r- 3JiNIHE A204 I WALL SU I TE 02`—r TORFIT TUB n Sul 0 (9'-I" CEIL) I-011 I 0 N -------- — — — — - --- ---� 3 i I 2m1 5 ( I I u 41-411 N GUARDRAIL TO BE �n cEiL I A C STAIRSI N I wk "` I DETERMINED) ct 200 — J r 0 ,45.1 205 - �- O , - - - I 2x6 O � � J I ,- 4'-2" e ' ' K `# I IN GABLE I _� FUTURE 0 AT I - _I �t { ELEVATOR ' 3 2x6 2x6 .; I END -- 'F77 l I I GUARD Ef z `_!' ----IF (9'-1" cv RAIL o � - - CEIL) L 1 2x6 WALL,�„�, I ( m I 03 2®-I soAP WALL W/ _ .v: - 3 HVAC O NIGHE TILE 'n ' rtrt 1 1 I � � 1 N 9'-1" y Cu -- -1- 1 1I CEIL -_tI i e -4 31-211:1 S ! ( PANEL 208 J TUB N in X45.1 WALL FOR 209 OWNERS IE HT I SOUND BATH b I I (9'4' CEIL) '- I I I 0 CA VAULT VAULT 1`1 OI ( - —r- I LINEN ,45.1 1 4/12 INT L 4/12 INT - GAB Q O I I itl PITCH 0 PITCH 0 _I i INNHESS - - � OWNERS \ iE HT 1 (9'-1° CEIL) � I I HIS �\ �-------� CEIL) —J L 'pt� LINE OF FIRST I--- _ L / +- Z (VOLUME CEIL) O I ( aD FLOOR BELOW dJ O` N �- \ x I I M (TYPICAL) } -111 I \\\ 2x6 xb N _ ., — -I J -------------- -- ----- ---- -- -- --- --- ---- 6 xb WALL 2x& O 1O 5.2 I A6.1 PLANS ARE DRAWN IN 4'-4" 10'-0° 41-411 41-811 S'-611 3'_611 ACCORDANCE WITH FLORIDA 51JILDING CODE is' -s11 161-81, x_611 5th EDITION (2014), RESIDENTIAL 'IS' -8" NOTES: I - ALL EXTERIOR WALLS ARE DRAWN AT 611 NOMINAL TO REPRESENT 2x6 STUD FRAMED _SECOND FmL00?*_%0'm` PLAN WALLS. INTERIOR WALLS �41� DRAWN �411NOMINAL TO REPRESENT 2x4 STUD FRAME D WALLS --—� z (UNLESS NOTED OTHERWISE). ACTUAL SIZE, SCALE: 1/41' = V -O° SPACING AND GRADE OF LUMBER TO BE USED SHALL BE DETERMINED BY BUILDER PRIOR TO CONSTRUCTION AND SHALL CONFORM TO ALL LOCAL BUILDING CODES. 2 - ATTIC ACCESS TO BE 2211X30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS). 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO BE: - SOLID WOOD DOOR W/ 11" MIN THICKNESS - OR, SOLID OR HONEYCOMB -CORE STEEL -OR, 20 -MINUTE FIRE -RATED (ANY DOOR CHOSEN SHALL HAVE A SELF -CLOSER) 4 - ALL SHOWER GLASS (FIXED GLASS, PARTITIONS 4 DOORS) ARE TO SE TEMPERED GLASS (SEE BUILDER FOR PRODUCT SPECS), o} a ya�Ffl.V1 N� H UI E3 Q� aW_WV cj WiXa oww o w W- '�� V�z 0 O z ?m om N zbj E;,,Qp§v_� o <Ix~yzW� c�idoa WW We3- XiENNiEww fnONM)Q c4,9!2 V Ig $uj uj p �y � TT y Y� 0/�� $� t.L G N _W F d UJLL n u_ AN 0pp uj m � O QN M _ G M > at J tz� CL a W �� dd mQ I=- V m Q mF� e _ <i 1 fi'�v~irnti to C/)w W w z M � o Q 04 c'7 E W u- U ° cc a� >000 J 0 } a m 0 U z O W chi as O 0`s W to N 0 w -� °C uj W coZ O _ co D W L�L Uz z D W 0 0 VJ Wcr 0 c W W co 3 o- Z W N ` to ii(10 N d` v v V) L D Plan #: K1557 Job #: 16-1059 SHEET NUMBER A3m2 ■ 1® .DOOR SCHEDULE FIRST FLOOR DOOR SCHEDULE SECOND FLOOR SIZE SIZE TYPE OPERATION MANUFACTURER REMARKS 200 V-0" x 6'-8" INTERIOR SWING PER BUILDER PROVIDE CONDUIT FOR FUTURE ELEVATOR CALL BUTTON 201 2'-s" x 6'-S" INTERIOR SWING PER BUILDER 102 202 (2) 2'-6" x 6'-8" INTERIOR SWING PER BUILDER 103 203 2'-6" x 6'-8" INTERIOR SWING PER BUILDER 104 204 2'-6" x 6'-8" INTERIOR SWING PER BUILDER 105 205 2'-6" x 6'-8" INTERIOR SWING PER BUILDER W/ 3011w x Ibllh TRANSOM ABOVE 206 V -S" x 6'-8" INTERIOR SWING PER BUILDER 10-1 20-1 2'-8" x 6'-8" INTERIOR SWING PER BUILDER 108 208 V -S" x 6'-S" INTERIOR SWING PER BUILDER I09 209 2'-8" x ro'-8" INTERIOR SWING PER BUILDER 110 210 V-8" x 6'-8" INTERIOR SWING PER BUILDER 211 2'-4" x 6'-8" INTERIOR SWING PER BUILDER 112 (2) 3'-0° x 8'-0" EXTERIOR FRENCH SWING MARVIN INTEGRITY 10FD6080 W/ 10FDOG1216 TRANSOM 113 (2) V-0" x 8'-0" EXTERIOR FRENCH SWING MARVIN INTEGRITY 1OFD6080 W/ IOFDDG1216 TRANSOM 114 (2) 3'-0" x 8'-0" EXTERIOR FRENCH SWINGS MARVIN INTEGRITY IOFD6080 W/ IOFDOG121ro TRANSOM 115 l2) 3'-0" x 6'-8" EXTERIOR FRENCH SWING MARVIN INTEGRITY IOFDro068 W/ IOFDDG1216 TRANSOM 116 .DOOR SCHEDULE FIRST FLOOR �EYQ SIZE TYPE OPERATION MANUFACTURER REMARKS 100 3'-0" x 6'-8" ENTRY SWING PER BUILDER W/ SIDELITES t TRANSOM 101 2'-6" x 8'-0" INTERIOR SWING PER BUILDER W/ IT0HTR3616 TRANSOM 102 FUTURE 3'-0" x 8,-011 INTERIOR SWINCs PER BUILDER FRAME ONLY FOR FUTURE ELEV DOOR (PROVIDE CONDUIT FOR FUTURE CALL BUTTON) 103 V-6" x 8'-0" INTERIOR SWING PER BUILDER 2'-SV2" 104 V -S" x 8'-0" INTERIOR SWING PER BUILDER W/ ITDHTR3216 TRANSOM 105 2'-&" x 8'-0" INTERIOR SWING PER BUILDER 10(o V-8" x 8'-0" INTERIOR SWINCs PER BUILDER 2'-1" 10-1 V-8" x4' -O" INTERIOR SWIw_% PER BUILDER 108 2'-6" x 8'-0" INTERIOR SWING PER BUILDER HEAD 1'-4" AFF I09 V-8" xS'-0" INTERIOR FRENCH SWING PER BUILDER 2'-1" 110 3'-0" x 6'-8" EXTERIOR FRENCH SWING MARVIN INTEGRITY lOFD30ro8 W/ IOFODG3616 TRANSOM (2) 2'-8" x 6'-8" EXTERIOR SWING PER BUILDER a >= 0 wY 112 (2) 3'-0° x 8'-0" EXTERIOR FRENCH SWING MARVIN INTEGRITY 10FD6080 W/ 10FDOG1216 TRANSOM 113 (2) V-0" x 8'-0" EXTERIOR FRENCH SWING MARVIN INTEGRITY 1OFD6080 W/ IOFDDG1216 TRANSOM 114 (2) 3'-0" x 8'-0" EXTERIOR FRENCH SWINGS MARVIN INTEGRITY IOFD6080 W/ IOFDOG121ro TRANSOM 115 l2) 3'-0" x 6'-8" EXTERIOR FRENCH SWING MARVIN INTEGRITY IOFDro068 W/ IOFDDG1216 TRANSOM 116 V-8" x 8'-0" INTERIOR SWING PER BUILDER 11* V -S" x 8'-0" INTERIOR POCKET PER BUILDER HEAD GO 1-4" AFF 118 3'-0" x EXTERIOR SWING PER BUILDER W/ SELF CLOSER 119 3'-0" x 8'-0" EXTERIOR SWING PER BUILDER TEMPERED 120 9'-0" x 8'-0" GARAGE OVER -HEAD, PER BUILDER V z 121 9'-0" x S'-0" GARAGE OVER -HEAD ��t, PER BUILDER 2'-1" WINDOW SCHEDULE �EYQ MODEL " R/O WIDTH R/O HEIGHT TYPE LOCATION MANUFACTURER MODEL REMARKS �A ITHp3(o�o0 3'-0�/z" 5'-01%" DOUBLE HUNG HEAD 0 8'-0" AFP ? RVIN INTEGRITY WOOD ULTREX W/ IT0HTR3616 TRANSOM 0. cr- xy W (41/2" BETWEEN) O iT4-103260 2'-SV2" 5'-01f4" DOUBLE HUNG HEAD * 8'-0" AFF M&N INTEGRITY WOOD ULTREX W/ ITDHTR3216 TRANSOM $ uj (41/2" BETWEEN) �( ) 1,4WN2521 2'-1" 2'-3%" AWNING HEAD * 8'-0" AFF MARVIN INTEGRITY WOOD ULTREX mw �m a W IAWN252i F n i 0 COLUMN- F.T. TOP RAIL P.T. EACH SIDE - P.T. SPINDLES ' O.C. P.T. EACH SIDE - SECTION P.T. WOOD GUARD ELEVATION All DETAIL, m Elm 0 10101 Iml maim , ■ 12 -- -- - -- -- IL 12 12 p HARD 1 -SHAKE �[ SIDING (TYP) -91_111 iE HT_ EEHARPI -LAP 3 SIDING (TYP) LLL 2x4 CORNER TRIM (TYP) UU N SCALE: 3/4" = 1'-0" _ FIN FLOOR- 12 12 -FIN FLOOR - 10'4" 1i? Ht 1 11 6 ® � 6 1 1, 1fA'-I" iE HT � -- -- 9-9 il? HT 9-9 E HT -- -- Q -- -- — -- � OVER -HANGS WITHIN 5' OF PROPERTY LINE, (PROVIDE ALTERNATE FIRE-BLOMISIG m IN -LIEU -OF FIRE RATED MATERIALS PER VARIANCE OV -15-11) FENCE At -- IL SECTION x/,462 -� UTILITY YARD I0xI0 COLUMN 0 � (TYPICAL) 0 ATTIC STORAGE TRUSSES P.T. WOOD GUARDRAIL APERED ' (SPACE AVAILABLE TO BE (TYPICAL) HIMNEY CHASE DETERMINED BY MANUFACTURER) � 2x10 BAND I/ CRICKET ?TYPICAL) iLi LLU_i� I FAN FLOOR FIN FLOOR - o _ I - 1 I ----------------______ FIN GRADE ' ISRICK VENEER \ I I PEDESTAL TYP) STEPS AEEDED DE (TYPCICAL NEER GHIMNEYDGHASE I rTO 4/12 W/ CRICKET 4.5/12 *mSONT ELEVATION SCALE: 1/4" 5/4"x G 'I IN I 3/4" COVE TRIM FADER MOULD r �:...............: �� I N :•: I '1/12 i 2x4 SIDE TRIM -1/12 }.:•:::;:::::::•.:::;.: r'ol LINE OF STRUCTURE (TYPICAL) 4/12 12 2x6 BOTTOM I .F ......._.;..:...... '_... I� Q 1 � TRIM ROOF LINE 12 (TYPICAL) , N G••'•�•�'••'�•'�'•�'�'' II ASPHALT N I ::} r I12 Ty WTR SHI S (TY ) r` I N O r+ I I ' II —- "q, -I 04 31_m�� — — — — — — — — —I r ( 1iI�ISHOP ll" COPPER CHIMNEY POT I i I I I 6/12 (VERIFY STYLE W/ STUCCO CRICKET 1/12 r i I BUILDER) (TYP) FINISH (TYP) �! I' J 9'-1" I£ Ht .,� .1 V -I" I£ HT 4/12 I N I I - --��� �! -- -- I 11 TTTT HARD I -SNAKE 1 1 METAL CAP (TYP) SIDING (TYP) 2x6 FRIEZE 'Q — — — — — — — — — — — — — — — — — - — — — — — — - -- — — — — — — - _ i (TYPICAL) i IT ill :. CRICKET OVER -HANGS WITHIN 5' OF PROPERTY LINE 12 - 12 8" MIN (VERIFY IN 12 12 IN FIELD .FOR OCKI — t FI 8L NCs FIN FLOOR (PROVIDE ALTERNATE RE - L OR �1� ��I �• FLASHING NEi:DS) � ,/' FIN FLOOR IN -LIEU -OF FIRE RATED MATERIALS - - 11 T - PER VARIANCE 'h/-15-11) ol -`t SECTION 4/,A62 -' i0'-111 f HT -11 11 L ___u__ T L���yyy�y yl y 11 10-1" IE HTIS ROOFWARDI-LAPFL�N ' 'r' •. SIDING (TYP) z SCALE: 1/8" = P -O" F= stucco 2x4 CORNER .FINISH (TYP) = i TRIM (TYP) _ — , 0 10x10 COLUMN Q (TYPICAL) -------------------------- - "SEALED ROOF=" W/ NO VENTILATION _ I FENCE AT UTILITY YARD . .. ...... LL=;j I FIN FLOOR FIN FLOOR � ppH W U NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN C14 ------------------ C4 FIN - - - - STEPS TO GRADE STEPS TO GRADE STUCCO FINISH L 2x10 BAND AS NEEDED AS NEEDED OVER EXPOSED (TYPICAL) V (,�¢y� pW�QVi—O TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS FOUNDATION WALL EREAS !TYPICAL) ELEVATION, aIx I � � CODE CHANGES MAY REQUIRE ADDITIONAL OR CHANGES To TI-IESEING DRAWINGSERVICES, TO MEET SCALE: 1/4" = 1'-O" _ CODE COMPLIANCE. POSSESSION OF THESE PLANS ARE DRAWN BASED ON PLANS ACKNOWLEDGES THAT THE PURCHASER FINISHED FLOOR OF HOUSE BEING HAS BEEN INFORMED OF: THIS INFORMATION 28" ABOVE FINISHED GRADE. (= AND .ASSUMES THE RESPONSIBILITY t0 ACTUAL HEIGHT ABOVE GRADE t0 BE PROVIDE ALL ADDITIONAL REQUIREMENTS DETERMINED ON SITE BY BUILDER a OF LOCAL BUILDING OFFICIALS TO MEET PRIOR TO CONSTRUCTION. FIELD ADJUST - COMPLIANCE. PLANS AS NECESSARY. W n � ppH W U W NON F— V (,�¢y� pW�QVi—O 7d'a W%6 E 1ZpW aIx I � � �cx Q C,4 �c a S (= 3 a Ex - 0 c� fO I W n S LCL m � o uj o a �$ CC _juj 5 Wm cs3 L F.= c, _ U g BB o rn c� �E rnli co u w Z 1W� M I� a O Q M J Lu "' 8 a2 a >00110 J W:2 Q W o zo C ,. LU M �Q0 CL W 1 _ CCN N cn N > 1 cla cc w Si W Z o 00 V W Vz z w0 0 O Co W U Cr CC WW CO m 3: (J J Z W .-.I N to 11(10 m T- r F_ p y o0 W 3 v � t! ro Plan #: K1557 Job #: 16-1059 A4m 12 mm mm Q '1 .. 12 12 ASPHALT SHINGLES (TYP) ASPHALT 1/ SHINGLES (t P) ILILTT:Ll�� yy Ht - mm HARD I -LAP .:: 51DiNCs (TYP) HARDI-SNAKE STUCCO 2x4 CORNER _ SIDING CTYP) i FINISH (TYP) TRIM (TYP) i• 12 FIN FLOOR _ 12 10'-i" IE µi`-9" IE HT 10'-i" M Ht HARD I -LAP SIDINGS (71'P) 2x4 COR4ER PENCE AT TRIM (TYP)UTILITY YARD — 0 10x10 COLUMN ----_----- (TYPICAL) a----------- ------ ----------- - -- ----------------------------------------- ----------------------- 2x10 BAND (TYPICAL) FIN FLOOR FIN FLOOR - c t . , .. '' : ti. BRICK VENEER `V .. -cm. L. .. . . . . . . .. ,., .. • • _________________ PIN PE E__ ________ -4__-__- GRADE N ' STEPS t0 GRADE STUCCO FINISH AS NEEDED OVER EXPOSED %� t FOUNDATION WALL (tl'P1CAL) LEFT E �! / A l f O 2x4 CAP SCALE: 1/411 m V_Oii CONTINUOUS OVER POSTS I" S/4" x CAP 1x4 EACH SIDE 3/4" COVE 2x6 HEADER TRIM N MOULD - 2x4 SIDE TRIM 1x4 EACH SIDE 2x6 BOTTOM 1x6 VERTICAL `� W/ P SPACE lo TRIM ;n BETWEEN 12 12TRIM, '" TYf= WfNDOW 4X4 POST 12 SCALE: 1/2" = 1'-011 Ix6 EACH SIDE ASPHALT SHINGLES (TYP) STUCCO r 0 ASPHALT FIN GRADE/FINISH (TYP) y SHINGLES (TYP) �'-0" GRAVEL 11 11 Jill I to, , •t . ` • , "BISHOP 11" COPPER CHIMNEY POt (VERIFY STYLE W/ �. BUILDER) (TYP) — -- METAL GAP (TYP) FENCE_ HARDI-LAP = _ : SCALE: 3/411 = 1'-011 HARDI-SHAKE SIDINGS (TYP) " 0 SIDING (tYP) - ' N �'• � 2x4 CORNER .. 12 L TRIM (TYP) STUCCO . 1. FINISH (tYP) 6� r' II 12 12 41/2 G - FIN FLOOR OPTIONAL�� 4 1111 Y c LOUVERED iv ' cq PANELS 10'-1" fe HT 10'-1" a HT - - V-9" fP Ht - - - - 11 17� HAfaDI-LAP 1SIDINGS (TYP) 0x10 COLUMN70 _ 10xi0 COLA (TYPICAL) 2x4 CORNER (TYPICAL) TRIM (TYP) 0 @ P.T. WOOD 2x10 BAND GUARDRAIL (TYPICAL) (TYPICAL) - t -FIN FLOOR FIN FLOOR r - - FIN BRICK VENEER STUCCO FINIS 4S"h WALL STEPS t0 GRADE (TYPICAL) ED W/ S1UGC0 FINISH AS NEEDED OVER EXPO FOUNDATION 4ALLPLANS ARE DRAWN BASED ON (TYPICAL) FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. SCALE: 1/4n = V-011 ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. O ,U H I — � ZZix fs gmfy X% QCLW WOWW WWFF---i--OWF XF_V VWF{{,��, ow%W-O <O in N Z 550 GaVlfA}R=� p� t/ftt�aall=4��� C3 W 5503— tANin< ZC U W z�:;Z it Aj l >4 a — w Q� tO 1 LL $ LL O QM 0 ~ U) a .- k O H W � aam a WZN� � V oQ�t� liV; �gt r000 W w Z M 0� o — 04M Q (41 J W LL 8 / ) i� i v qW ,8 w:2 t9 � az m — 9 0 D 1- Z ' M a W 0 >m — N N N N W 06 W O Z � O _ co U W U~ z z D wp W W r ,. W W c O Z Lu e 0 I F- F_ o to it m a O �o 0 i Plan #: K1557 Job #: 16-1059 SHEET NUMBER A4m2 I2 12 a DECORATIVE } CENTER BEAM 6" 6° 411 30"d 30"d RECESS � RECESS h"d T-lwvw= a- FS�ISOK�.EiRN FIREPLACE UNIT HEADERJ B-- — — 11 OPEN TO X. GALLERY BUILT-IN BUIL -1N %0 �q ' PER BLDR PER I 5LDR ' " c0 W ap t4 dl BUILT-IN FIRE PER BLDR PLACE RAISED HEARTH FIREPLACE SURROUND 4 DETAIL t0 BE TRIM DETAILS NOT SHOWN DETERMINEDTRIM DETAILS NOT SHOWN A (VERIFY TRIM DETAILS W/ y B (VERIFY TRIM DETAILS W/ C 5.1 BUILDER) A5.1 SUILDER) 5.1 51_.011 ill, 21—V" ol 9'-0" CEIL i AT SHOWER 4'-4u lo 9'-m" CEIL AT SHOWER 46" - oPEN (P lo' Lu SOAP NICHE - C$EE BUILDER,.. j FOR SIZE) wmwv - FIN FLR I i HOUSE i I ELECTRIC ' --------HEAT PUMP WATER ------------� T OPENINGFOR �l CIRCULATING HEATER FUTURE ELEVATOR RECESS SLAB RECESS SLAB J R EQUIPMENT 6 At SHOWER 6�� At SHOWER PUMP p ACCESS (VERIFYF - SIZE W/ BUILDER) t=1a1 W � lY A44 I 5T FLOOR INT IOR DE SCALE: 1/4" = 1'-011 STAIR, SECTION rl SCALE: 1/4" = 1'-011 17,A 1 3'-0" -ro" 6'-2" a 2'-8" „ TILE t0 WRAP i'-8" 5'-4" 2'-8" S'-4" 2'-S" 2'-8" BACK TO WINDOW 1lo 2 2 A5.1 5.1 GUARDRAIL 1 i 1 1000, 211 I H a TREAD - i r 1 I" NOSING �. RUN i / - " TYP RISE/RUN/TREAD ■■■pp■■■■ti■■■■■ NomMamommolimmomm asommmomommommomom "d HEADER = - I■■■■■ I■■■■■ I■■■■■ ■ I■■■■■ 1■■■■■ 1■■■■■ I■■■■■ 1■■■■i I NONE I■■■■■■■■■11■■ 1 OPEN TO F—F-3 InE; C4 .KITCHEN m® �Wo W zagipbi �d J, _ sg < M:3 a9 a I'x4' ISLAND _ 6 F 5 cA FIREPLACE SURROUND 4 DETAIL t0 BE TRIM DETAILS NOT SHOWN DETERMINEDTRIM DETAILS NOT SHOWN A (VERIFY TRIM DETAILS W/ y B (VERIFY TRIM DETAILS W/ C 5.1 BUILDER) A5.1 SUILDER) 5.1 51_.011 ill, 21—V" ol 9'-0" CEIL i AT SHOWER 4'-4u lo 9'-m" CEIL AT SHOWER 46" - oPEN (P lo' Lu SOAP NICHE - C$EE BUILDER,.. j FOR SIZE) wmwv - FIN FLR I i HOUSE i I ELECTRIC ' --------HEAT PUMP WATER ------------� T OPENINGFOR �l CIRCULATING HEATER FUTURE ELEVATOR RECESS SLAB RECESS SLAB J R EQUIPMENT 6 At SHOWER 6�� At SHOWER PUMP p ACCESS (VERIFYF - SIZE W/ BUILDER) t=1a1 W � lY A44 I 5T FLOOR INT IOR DE SCALE: 1/4" = 1'-011 STAIR, SECTION rl SCALE: 1/4" = 1'-011 17,A 1 3'-0" -ro" 6'-2" a 2'-8" „ TILE t0 WRAP i'-8" 5'-4" 2'-8" S'-4" 2'-S" 2'-8" BACK TO WINDOW 1lo 2 2 A5.1 5.1 GUARDRAIL 1 i 1 1000, 211 I H a TREAD - i r 1 I" NOSING �. RUN i / - " TYP RISE/RUN/TREAD m ■■■pp■■■■ti■■■■■ NomMamommolimmomm asommmomommommomom v1xcjs==wwQWWW = - I■■■■■ I■■■■■ I■■■■■ ■ I■■■■■ 1■■■■■ 1■■■■■ I■■■■■ 1■■■■i I NONE I■■■■■■■■■11■■ 1 1' ® M® F—F-3 InE; C4 m® �Wo W zagipbi �d J, _ sg < M:3 a9 a 6 F 5 a ELI=JE co I UJI m ■■■pp■■■■ti■■■■■ NomMamommolimmomm asommmomommommomom v1xcjs==wwQWWW = - I■■■■■ I■■■■■ I■■■■■ ■ I■■■■■ 1■■■■■ 1■■■■■ I■■■■■ 1■■■■i I NONE I■■■■■■■■■11■■ Zw~�� �- IW»��2W � a�ddm=z z F—F-3 WINDOW SEAT CIA CURB SECOND FLOOR INTERIOR" SCALE: 1/4" = 1'-0" M A5.1 HALL/ LANDING HAND/GUARD RAIL a 36"� SOAP NICHE SOAP NICHE IEEE BUILDER (SEE BUILDER FOR SIZE) FOR SIZE) TUB I r 1 CURB « " N P 5.1 5.1 FINISH STORAGE r'Ia0 UNDER STAIRS ------ ; W/ 1/2" G.W.B. ; --' CIRCULATING ELECTRIC �_-, �.; � HEAT PUMP PUMP ------- WATER HEATER STAIR' SECTION SCALE: va" , V_011 A o pU JJ J W H� v1xcjs==wwQWWW U F5-a4400ZZ6� +�so ~ i—i cwo N Zw~�� �- IW»��2W � a�ddm=z z F—F-3 InE; C4 U �Wo W zagipbi �d J, _ sg < M:3 a9 a 6 F 5 a ix_ co I UJI n $ U— m � o Lu N > op W W U =w< UziN® _ QN= Q S ` p4m*w �MQ� w 00 le VJ � w W w Z0 M C'3 p 04 Q M co Lu 8 Q a ca >m m Q Z �. _z �� o w ° Z 0 rn M ooc) a _ c\, W v_ > N to N W J o2j ui m ac w Z _ o co J � W UZ z-1 Wo aU W _ WCC r, c W W C. 3: V O ..� U 'Z W J > c = F. N 3 .} F- .� ctJ m •- r F- 0 .o ai ci L Plan #: K1557 16-1059 HIM 0 12 12 ENG Root -1 L-717 11 11 11 11Q - TRUSSES f DER MANUFAG URER ATTIC (TYPICAL) ENG ROOF12 Iu1u u�� u TRUSSES PER (STORAGE � ENG ROOF MANUFACTURER (SPACE t0 BTRUSSES PER.E 0 MANUFACTURER (TYPICAL) DETERMINED ,V (TYPICAL) BY TRUSS �--------------- , MANUFACTURER) I n CHIMNEY HVAC I CHASE DECKING I 02 I q. 12 12 9'-1" e Wt 12 CRICKET 1 P 9'-1" IE HT I I DBL FRAMED f WALL 2xS RAFTER ENG ROOF FUTURE ; ; TAIL SCABBED TRUSSES PER ELEVATOR I I OWN S tD TRUSS MANUFACTURER © .� _- SKIT r�---L-� SUB SUIT (TYPICAL) (TYPICAL) DECORATIVE ry ' I I PANEL PITCH BREAK AT CENTER BEAM 6nE i _ RIDGE PEAKI III I r- PITCH BREAK At 2x FLOOR JSTS AT I HVAC I RIDGE PEAK 20" ENG FLOOR TRUSSES FUTURE 1 #1 PER MANUFACTURER ELEVATOR I I 2x6 EXTERIOR SHAFT I I $CUD FRAMED -- 1 1 WALL CTYP) 1�2 c=o�A --' 12 FIN FLOOR- I I V� 1F,p �°O'CN ' p\N�%\N� ``,.� -FIN FLOOR - Ifd'-i" 11= HT [L 10'-i" It HT I V INC - 77 9'-0" CEILING AT SHOWER ENG BEAM PROVIDE 2x FINISH CEILING W1 CEILING: JETS 5/8" TYPE "X" G.W B. ENG BEAM BOXED � 2x8 RAFTER AT FUTURE r0 MATCH COLUMN in FUTURE ELEVATOR SHAFT WIDTH (TYP) -H TAIL SCABBED ELEVATOR S��l'" )MER WALFRAMED KItC�I�N (T PIICCAL) 15ATN COST GALLERY PROVIDE TEMPf' KIT 2x P.T.49"h C�•-i�l� � 0 FLOOR /� 2x6 EXTERIOR GARAGE tD MAKE RAGE �� 2x ST 48 h WALL , LEVEL W/ FIN FLOORS' CON( BLOCK W/ STUCCO !BLAND STUD FRAMED FOUNDATION WALL FINISH WALL (TYP) RECESS SLAB 04 CONC FTG PER = BUILT-IN FOR FUTURE S RUCTURAL 0 36"h PER BLDR ELEVATOR Pit ENGS DETAILS ¢ EXTERIOR FIN FLOOR (SEE BUILDER (YPICAL) BASE CABS _ - FOR SPECS) -FIN FLOOR d = — — 1 �� - — — — _ _ —�1�—iii = I_ _ ( I 11 _ — — — — - _ -i I 1-1 I I-III-� - - - - - 4 GONG SLAB - - - - - - _ _ _ _ _ _ = 4° - _ ( i - = - - - - _ �� - - ' _ I I III III I I I I I I I I I ) I I I I I I I I I 111 LII I CONC SLAB I I I 1 I INTERIOR BEARING I I— — I I_I I I_I I I—I 11-11 S GONG OCK -111-111 - I I I_I I I— I_ I_I LI -1 I II I I_I � I I I I = _ — — — — — — — — - — — BL - - - - - - - - - - - - - �-� � N - - - - - - - - - - - - - - - STRUCTURAL – — — — — — RECES$ SLAB - - - - - ' PER RUC RAL - - FIN GRADE � - - PER STRUCTURAL - - O G PER -FOUNDATION WALL - - i III _ I III -1 III_ III- I I—III I I I I I I __ _ _ )_III—III I I—I I h-` _I 11 _III—II I—I -I i 1-1 I L I I ICI -1 I II 11-1 I I-111=1 11-1) I I I III I I I _ —) � I-1 � (- �� �— — - — — — — — — — — — — — — — — — — — — — — — — -SLAB — — � � � - — — —� � �—� � - - ENG'S TAI — — — — — — — — — — — - - — — —1 l I I_ — = I_ -- _ — 6 At sHowER -1 11= _ E G DETAILS ' 1-1 11=1 I I—III—III 11— 1= I I-1 I I—I I I --111—f 11-1 I I-1 l I-1 I I-1 I I-1.11-1 I I I I 1=1 I I—III—1 L I ---- -- III—III ; -III-I III -I (I -I I � ENG'S DETAILS STRUCTURAL ENG'S I I_I I I -I 11-I I ON CON( FTG PER :I III- III 1 DETAILS - I STRUCTURAL _ I- __ .�I I I I I —III I—III— _III I I—I I -= _ I i III III III—I III I I C 1—I III—III_ 1-1 I I_ III _III- I I L, , I I _ (TYPICAL)NEAILS — - III 5UILDING SEC: TION 2 5UILDINn SECTION- 1 SCALE: 1/4" V Oil A ,2 SCALE: 1/4" = V-0" A 2 w } 12 12 11 ENG ROOF ATTIC TRUSSES PER STORAGE CTYP CAL MANUFACTURER (SPACE TO BE ENG ROOFr--- --- DETERMINED 15Y TRU TRUSSES R MANUFACTURER HVAC I MANUFACTUg PERER) (TYPICAL) I 02 I DECKING I I uuu inm cult t . 2xS RAFTER TAIL SCABBED JE TO TRUSS NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN r0 PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERIWs SERVICES, AND OR CHANGES t0 THESE DRAWINGS t0 MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES 'WHAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. i A_ - SUIT (TYPICAL) 2xs ROOF JOISTS LAND INCA � 2x6 EXTERIOR ENG ROOF TRUSSES PER PER ENG' _ STUD FRAMED MANUFACTURER _ DETAILS WALL (TYP) (TYPICAL) 12WALL 12 42xS FRAMED _ `� 412 to 10'-1" 18 HT ENG WOOD -� 9'-9" 1L' Ht – – BEAM – – 20" ENG FLOOR TRUSSES ENG BEAM BOXED I (VI*1 PER MANUFACTURER r0 MATCH COLU11N ENG BEAM BOXED VO Y i I V WIDTH CTYP) * -}- TO MATCH COLUMN FRONT WIDTH CTYP) '`' 10x10 BOXED - �'Ofi�.C�-I _, COLUMN (TYP) 10x10 BOXED _ GALLERY � �O`i'' �'O C�I'-4 0 COLUMN (TYP) BUILT-IN BUILT-IN -� 0_ PER BLDR PER BLDR P.T. WOOD POOL < POOL GUARDRAIL DECK BY (TYPICAL) OTHERS piRE PLACE FIN FLOOR — — — — — - )= I I=1 I = _ _ _ _ — — — — — — _ 1— =1 I I =-- _-- — - — 1- I-1 1=1 I _I=1_- — — =1 = I I-1 I I^ ' FIN = _ - - I - - - - - - - - 4" CONC SLAB .1 E - - - - = - INTERIOR BEARING -- = 1= - _ - = S" CON( BLOCK = - _ _ _ _ = BRICK L1-1 I I I 1-I L1- III III—III 1=11 i-111-1 I I_I I I—III—I 11—III—i I I—I I I_I 11-1 I I— _ I III I I „I I I_I I I_I 11=1 I I-11 I I III—III — I. ___ `� GRADE _ ==11 4 CONE _ _ _ _ _ _ _ = PER STRUCTURAL -11 1=1 I 1=) I (=l )=1 I— (I— I I- (1 FOO 1 —I 11= = I 1=1 I FOUNDATION WALL VENEER I I III i I I CON 1 1{ 1 1 1 III I III—L 11-1 I I I I I I—,III ;III—I I — I I_ _ I TING PER I I I I i I.#I—III—I I I_i ' -1 11—fi I f-1 — I1= I I (=111- 1 I- ENG'S DETAILS —I L I -111-1 I 1=1 STRUCTURAL ENGIS ON CONC FTG PER - I I I=1 I I=1 11= 11— — =11=1 I I-111=1 I I -1 I I- ' 1=1 I I I-11 I DETAILS ENG'S URAL ENG'S DEtAiLg I — 1=1Ti =111=1 LIF -1 ; I I 1=_=_ --I I i ' L_I I I I- _ I I l (TYPICAL) I_ —1 I —ill -1 I (=1 III L _I 1 .BRICK PAVERS 5ULDING SECTION3 OVER 4" CONC SLAB SCALE: 1/4 = V_0'11 02, 4n� Wg i5p, Q � �a WWIx~pW� fZ�WQQOf-�Z < Q w c OR Z ==pry �- gWHgZWW_ � v� x =>-0: W UUW1— G O M a$ N0^W $, W Z ch a a� S U��+_ � 5 Li_ N Q w Qom_ cc N W n LL 8 0 C'4 00 O V) Ix Q a _j u W m�3 m U mZCB Q 0) ��! �iomiG� W w Z M Q co �E W LL w� a �+ >m LJ.1 Y v� z O a uj M ° QOm JQ W U — N rl- N i/% N w -j W z_ c cc LU0) �. o - co V W 0 z wO VJ W 0 CC CC W W V 0 UZ W a o F- 11 t17 IQo m r F— .o c ui w 0 Pldn #: K1557 Job #: 16-1059 A5m2 NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHAWsES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COM11''LIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY t0 PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. 12 SPRAT FOAM INSULATION :;.:: 81i2" HEEL Ht �` •....: •::.':::::::... IN TRUSS (MANUFACTURER TO VERIFY) (2) 2x6 TOP fE 1/2 " SHEETROCK (WALLS < CEILING) HEADER FRAMING PER ENG'S DETAILS INTERIOR TRIM TO BE SELECTED WINDOW UNIT PER MANUFACTURER'S SPECS IE HT - 2x6 STUDS (SPACING PER ENG'S DETAILS) R-113 INSULATION 2x6 BOTTOM B BASE TRIM TO BE SELECTED 3/4" TTG PLYWOOD FLOORING 20" ENG FLOOR TRUSSES PER MANUFACTURER —� c� U- y. ACOUSTIC ,c �ATlON 5/8" TYPE "Xu G.W$. (2) 2x6 TOP fE ENG ROOF TRUSSES PER =NLO rcvvr 1 ram=a rcrt TRUSS MANUFACTURER 12 TRUSS MANUFACTURER ASPHALT SHINGLES -1 ASPHALT SHINGLES POOL DECK FINISH PEEL 4 STICK PEEL 4 STICK 4" CONC SLAB ROOF SHEATH( ROOF SHEATHING SPRAY FOAM POOL COPING POOL COPING HURRICANE CONNECTOR INSULATION -- HURRICANE CONNECTOR AT EACH MEMBER PER AT EACH MEMBER PER �...::•...;• .. . SI/2" HEEL HT `�••'•.. '•:::`'::v:}:..• ENG'S DETAILS ENG'S DETAILS IN TRUSS ;:.ia:::.. ° _° a_ �•....::... (MANUFACTURER; `; :: TO VERIFY) -� >Li:::.: _ _ = —1 I !1 -- STUCCO FINISH X III—III I I 1-1 f I_I ( ° POOL SHELL PER I I=1 III=II=III= I=1 .. " STUCCO SCREED i POOL CONTRACTOR EllIEll I-111-1 GALV SAVE DRIP (2) 2x6 TOP IR GALV EAVE DRIP =I I (=I I (= FINISHED GRADE N IN CEMENT IN ROOF CEMENT III—III—III—III—) 1-1 I I II W/ PEEL #STICK 1/211 SHEETROCK W/ PEEL t STICK LAPPED OVER III=1 I —11I—I 11—III ii LA 1=1 I DOVER (WALLS t CEILING) _ `�— > / �� x •4 �� 11=II I= I1 III 1I(III-1 . =ASCIA \�5/4"x3/" FASCIA aIIHADER FRAMING l_ 11=1 11=III=f 11-1 45` C14T END PER ENG'S DETAILS 45• Cur END 11=1 11=1 11=1111 11=1 1=1 II III -11_1 III; '" INTERIOR TRIM TO III—III—III-1 - -111 j� — _ • FOUNDATION oLN�AKi..L = 1x6 T DECKING BE SELECTED Ix6 TTG DECKING I —III -1 1-> 111—I I (-111-1 °Ip III— I III Z 1=1 I I-1 11_1 I I- 1=111 II I-1 11=1 11- PER ENGs DETAILS 2xs T sS TAIL scABBED 2x8 T"S TAIL SCABBED I = I 1=1 I =111=1 I 1=1 11= a III—III—III o -4 m TO E GH TRUSS (RIP FOR WINDOW UNIT PER t0 EACH TRUSS GRIP FOR —III=1 I 1=1II=III=III=III i I I VERTICAL RODS V _j1x6 D /KING) MANUFACTURSR'S 1x6 DECKING) 111= i i-111=III=III=III= Iia I 1=1 1=III PER END'S DETAILS 2x BI -STOP SPECS 2x BIRD -STOP I I=111=1 I I=1—III ° I ° - li _- CON( FOOTING W/ III—III_III —I I—III _ CONT RODS PER R 2x6 FRIEZE FRIEZE I- ENG'S DETAILS 2'-4" 2'-4" 2'-4" oVER-ANC2-4�OVERHANG 11— - HARDI-LAP SIDING HARDI-LAP SIDING 1- -III—III-1 I—III—I 1—I 11= g' -I" ,� � ���IIII�IIIIIIIIIIIIfI�,Ill-� GALV FLASHING W/ lE HT GALV FLASHING W/ 45° HOUSE -WRAP HOUSE -WRAP LAPP D OVER LAPPED OVER 2x6 TRIM 2x6 TRIM POOL DECK SECTION -- 2x6 TRIM 2x6 STUDS (SPACING- 2x6 TRIM /SCALE: 3/4" = V-0' ' PER ENG'S DETAILS) R -IS INSULATION 2x6 BOTTOM fE BASE TRIM TO BE SELECTED ENG ROOF TRUSSES PER TRUSS MANUFACTURER 3/4" T4G PLYWOOD FLOORING ASPHALT SHINGLES 20" ENG FLOOR PEEL 4 STICK TRUSSES PER 12 ROOF SHEATHING SPRAY FOAM '��.,�. HURRICANE CONNECTOR --- - - --- ____ --- INSULATION AT EACH MEMBER PER WARD( -LAP SIDING:: ENG'S DETAILS HARDI-LAP SIDING 81/211 HEEL Wt ' e0 IN TRUSS `� . .•............. 1-10USE-WRAP HOUSE -WRAP (MANUFACTURER .A .:. r. WALL SHEATHING WALL SHEATHING TO VERIFY) �n PER END'S DETAILS INTERIOR TRIM TO BE SELECTED INTERIOR TRIM t0 2x 81RD-STOP BE SELECTED 2x6 FRIEZE 4it V-4" OVERHANG — HARDI-LAP SIDING GALV FLASHM W/ WINDOW UNIT PER WINDOW UNIT PER HOUSE -WRAP MANUFACTURER'S SPEC MANUFACTURER'S LAPPED OVER SPECS 10'-1" 2x6 TRIM IE HT M HT BHT I 4 2x& TRIM -F 2x6 TRIM SHEETROCK 2xb STUDS (SPACING 2x6 STS (SPACING 2x6 STUDS (SPACING N PER END'S DETAILS) PER ENG'S DETAILS) PER ENG'S DETAILS) RAS INSULATION R -1g WARDHARD(-LAP SIDING INSULATION I -LAP SIDING R-19 INSULATIONfit ----- HARDI-LAR SIDING HOUSE -WRAP HOUSE -WRAP WOUSE- WRAP 1 WALL SHEATHING2x6 P.T. SOLE iI' WALL SHEATHING 2x6 P.T. SOLE B WALL SHEATHING 2x6 P.T. SOLE fir I BASE TRIM TO BE BASE TRIM TO BE 1x4 TRIM SELECTED SELECTED I S" CONC BLOCK 4" CONC SLAB 4•" CON/ SLAB FOUNDATION WALL PER END'S DETAILS PER STRUCTURAL PER STRUCTURAL I GALV FLASHING W/ END'S DETAILS GALV FLASHING W/ ENG'S DETAILS ` GALV FLASHING W/ HOUSE -WRAP FINISHED HOUSE -WRAP �� FINISHED HOSE -WRAP FIN FLOOR LAPPED OVER LAPPED OVER _ a LAPPED OVER EL: +28 EL: +28 FLOOR EL: +28 OF HOUSE FLOOR _ _ sod�oa�c -_ ° +— 2x10 CONT BAND z Tr=nT—Tn T II 2x10 GAIT BAND •---- 2x10 CONT BAND r=nT -rn=--n 11 EXPANSION JOINT a It,, OVER 1xO P.T. NAILER _ OVER IxS P.T. NAILER I I`I I -III=111=1 11=III—III—I I I� 1I• OVER 1x8 P.T. NAILER 4" GONG SLAB II =III=I I I=III-II II ° STUCCO FINISH OVER =1 11= STUCCO FINISH OVER �� V - _ 11-1I I=III=111=1 ii FOUNDATION WALL STUCCO FINISH OVER � I 1-=III=11 I=1I(=1 II FOUNDATION WALL O PER STRUCTURAL ° " FOUNDATION WALL _ II.. b —III -)II- I I -III �I. END'S DETAILS 11 tt —III—III 1 I IE1II , ' I-1 1=1 11=1 1=1 II N I II 11=1 11=111=1 II G Q� 11 STUCCO SCREED cv „ —1 I (—III—III 11 STUCCO SCREED —I I 1=1 I-1 I i I 8 GONG BLOCK — = Ir 8" CON( BLOCK — _ II STUCCO SCREED a IL / (= (I-1 II, FOUNDATION WALL I =1 I (=1 11 FINISHED GRADE FINISHED GRADE FOUNDATION WALL FINISHED GRADE aD - PER ENG'S DETAILS PER ENG $DETAILS EL: �0" I III I I I LI I I I II I III 1111 I II _ _'I�'I� EL= �" -111=1 I-1 I k-111 II = _ _ 4" MSN I I I I-1 =1 I 1=1 I I I�—I 1- 4" MIN MIN II__ __III -III - _II�—I I1411 II�_� VERTICAL RODS VERTICAL RODS 111= ; .° ii - (' VERTICAL RODS III- a ° u PER ENG'S DETAILS II _ ° a . • —' �- CONC FOOTING W/ • • CONC FOOTING W/ PER END'S DETAILS II PER END'S DETAILS ° 4 Ili. ° °f GONG FOOTING W/ — ° a ° a • N °�IIII=� CONT RODS PER I! 1=111= -' I CONT RODS PER _I 1=1 I = • =,y III= CONT RODS PER — ENG'S DETAILS (� III=111 ° _1=111 END'S DETAILS I_� III END'S DETAILS ►1-11 I-111=III—I 11-1 11=1 11=1 I I— I I—III—I =11 I, -111 I I-1 11=1 11=1 I I-1 11=1 II 11-1 11=1 I I-1 11=111=1 11=1 1=1 1-' I -1 I I :III -1 11=1 11=1 I I ;� I I- -1 2 -STORY SECTION. TYP I CAL 2 -STORY TTP I CAL I - STORY- AT �,*A9PA,*,0-.#W AL.L. SECS' I ON 2 WALL. SECTION r 1 "**\ 1 SCALE: 3/4" = 1'-011 SCALE: 3/4" = 1'-0" ,4(0.1 SCALE: 3/4" = 1'_0„,4gc,1 � H aga - F_iEV5 F_ OWWMI.-6 -0:0119 » 9 0 0 mwiF-N N 8 14 p z I.-_ 3e p Pzww ::: ,;, �•. GALV EAVE DRIP 1— 0 - U0 IN ROOF GEMENT 5�:3 TT fL -- o tz W/ PEEL d STICK LAPPED OVER Q o �. ACOUSTIC w � N LL Lf_ (2) 2x6 TOP IE ILL. 5/4"43/4" FASCIA m Q INSULATION - Lu F– a a -�� v Lu m W -j W _� (2) 2x6 TOP fE 5 o<�tc3 �V' SHEETROCK _v00) cn (1) 45' GUT END W w Z r� D o Q M -1 —GALV FLASHING W/ W lL (WALLS t CEILING) U°Mo !, Lu a 0Y 1x6 TTG DECIDING Z W D X12" SHEETROCK V ! LL M HOUSE -WRAP - N Wto v y CV w _j in Z Old CC uj 0) rW (WALLS < CEILING) LAPPED OVER HEADER FRAMING D 2x8 TRUSS TAIL SG,451BED V PER END'S DETAILS TO EACH /BUSS (RIP FOR EACH cc HEADER FRAMING W 2xb TRIM UZ ZD IxDECKING) PER END'S DETAILS INTERIOR TRIM TO BE SELECTED INTERIOR TRIM t0 2x 81RD-STOP BE SELECTED 2x6 FRIEZE 4it V-4" OVERHANG — HARDI-LAP SIDING GALV FLASHM W/ WINDOW UNIT PER WINDOW UNIT PER HOUSE -WRAP MANUFACTURER'S SPEC MANUFACTURER'S LAPPED OVER SPECS 10'-1" 2x6 TRIM IE HT M HT BHT I 4 2x& TRIM -F 2x6 TRIM SHEETROCK 2xb STUDS (SPACING 2x6 STS (SPACING 2x6 STUDS (SPACING N PER END'S DETAILS) PER ENG'S DETAILS) PER ENG'S DETAILS) RAS INSULATION R -1g WARDHARD(-LAP SIDING INSULATION I -LAP SIDING R-19 INSULATIONfit ----- HARDI-LAR SIDING HOUSE -WRAP HOUSE -WRAP WOUSE- WRAP 1 WALL SHEATHING2x6 P.T. SOLE iI' WALL SHEATHING 2x6 P.T. SOLE B WALL SHEATHING 2x6 P.T. SOLE fir I BASE TRIM TO BE BASE TRIM TO BE 1x4 TRIM SELECTED SELECTED I S" CONC BLOCK 4" CONC SLAB 4•" CON/ SLAB FOUNDATION WALL PER END'S DETAILS PER STRUCTURAL PER STRUCTURAL I GALV FLASHING W/ END'S DETAILS GALV FLASHING W/ ENG'S DETAILS ` GALV FLASHING W/ HOUSE -WRAP FINISHED HOUSE -WRAP �� FINISHED HOSE -WRAP FIN FLOOR LAPPED OVER LAPPED OVER _ a LAPPED OVER EL: +28 EL: +28 FLOOR EL: +28 OF HOUSE FLOOR _ _ sod�oa�c -_ ° +— 2x10 CONT BAND z Tr=nT—Tn T II 2x10 GAIT BAND •---- 2x10 CONT BAND r=nT -rn=--n 11 EXPANSION JOINT a It,, OVER 1xO P.T. NAILER _ OVER IxS P.T. NAILER I I`I I -III=111=1 11=III—III—I I I� 1I• OVER 1x8 P.T. NAILER 4" GONG SLAB II =III=I I I=III-II II ° STUCCO FINISH OVER =1 11= STUCCO FINISH OVER �� V - _ 11-1I I=III=111=1 ii FOUNDATION WALL STUCCO FINISH OVER � I 1-=III=11 I=1I(=1 II FOUNDATION WALL O PER STRUCTURAL ° " FOUNDATION WALL _ II.. b —III -)II- I I -III �I. END'S DETAILS 11 tt —III—III 1 I IE1II , ' I-1 1=1 11=1 1=1 II N I II 11=1 11=111=1 II G Q� 11 STUCCO SCREED cv „ —1 I (—III—III 11 STUCCO SCREED —I I 1=1 I-1 I i I 8 GONG BLOCK — = Ir 8" CON( BLOCK — _ II STUCCO SCREED a IL / (= (I-1 II, FOUNDATION WALL I =1 I (=1 11 FINISHED GRADE FINISHED GRADE FOUNDATION WALL FINISHED GRADE aD - PER ENG'S DETAILS PER ENG $DETAILS EL: �0" I III I I I LI I I I II I III 1111 I II _ _'I�'I� EL= �" -111=1 I-1 I k-111 II = _ _ 4" MSN I I I I-1 =1 I 1=1 I I I�—I 1- 4" MIN MIN II__ __III -III - _II�—I I1411 II�_� VERTICAL RODS VERTICAL RODS 111= ; .° ii - (' VERTICAL RODS III- a ° u PER ENG'S DETAILS II _ ° a . • —' �- CONC FOOTING W/ • • CONC FOOTING W/ PER END'S DETAILS II PER END'S DETAILS ° 4 Ili. ° °f GONG FOOTING W/ — ° a ° a • N °�IIII=� CONT RODS PER I! 1=111= -' I CONT RODS PER _I 1=1 I = • =,y III= CONT RODS PER — ENG'S DETAILS (� III=111 ° _1=111 END'S DETAILS I_� III END'S DETAILS ►1-11 I-111=III—I 11-1 11=1 11=1 I I— I I—III—I =11 I, -111 I I-1 11=1 11=1 I I-1 11=1 II 11-1 11=1 I I-1 11=111=1 11=1 1=1 1-' I -1 I I :III -1 11=1 11=1 I I ;� I I- -1 2 -STORY SECTION. TYP I CAL 2 -STORY TTP I CAL I - STORY- AT �,*A9PA,*,0-.#W AL.L. SECS' I ON 2 WALL. SECTION r 1 "**\ 1 SCALE: 3/4" = 1'-011 SCALE: 3/4" = 1'-0" ,4(0.1 SCALE: 3/4" = 1'_0„,4gc,1 � H aga 0.0 W W F_iEV5 F_ OWWMI.-6 -0:0119 » 9 0 0 mwiF-N N 8 14 p z I.-_ 3e p Pzww oLL.Ny>_0a gZ Ww V cett.. 1— flEar'�a�p ZN�r'00 U0 NSF 5�:3 TT fL V o tz c Q o �. w � N LL Lf_ N ILL. m m Q Lu F– a a -�� v Lu m W -j W _� a WZ1f)B m F N 5 o<�tc3 _v00) cn (1) W w Z r� D o Q M -1 W lL U°Mo !, Lu a 0Y >- m Z W D '^ Z O V ! LL M G- - N Wto v y CV w _j in Z Old CC uj 0) rW W D V cc W UZ ZD wO 0 L U) wCC V Li.. W w W 3:() 0 — J F— V Z `"). t` s'" o = F - b Q «I r II U- m O v v v 0 Plan #: K1557 Job #t 16-1059 NUMBERSHEET A6m g1/4�1 91/4" I I 1 I I I I I I I I I 1 1x6 BASE TRIM 1 f tx6 BASE TRIM 1All1 r I I 4" FROM (t OF POST SLOPE FOR DRAINAGE 1 I I SLOT FOR I i OF CONTO IC BLOCK INE DRAINAGE _ I I 2" FORMED EDGE FINISH MATERIAL i i FINISH MATERIAL POOL DECK DRAIN TO BE SELECTED I ( I TO BE SELECTED 1 I I III I I 4" CON( SLAB 4" CONC SLAB I 4" FROM t OF POST 4" CON( SLAB I I POOL DECK T0,STRUCTURAL LINE 1 2111 FIN FLOOR I I OF CONIC BLOCK FIN FLOOR FINISH MATERIAL OF HOUSE I OF HOUSE TO BE SELECTED --- - ----- ---- ----- -----Q --- -- -- --- -- ; ' 2" FORMED EDGE -------- -- -- -- - - ---- ------------------------------ a L d, 211 - d. d . .° STuccO FINISH OVER -1 I I-111=1 11=1 I I I" =111=1 ;NIN—III-1 11=1 I I �t FOUNDATION WALL II I-111=111=1 � I I-111=1 11=1 I I - 11- -1 11-1 � 1--I 11- N =1 11=111=111m I STuccO SCREEDI- 8" CONC BLOCK =11111=III=1 , if . 8" CONC BL I I_11=111=III 41i.. 1=1 I 1=111= THICKENED EDGE FOUNDATION WALL I _I i I a FINISHED GRADE PSR ENG�S DET ILS --lift 1—I a I I=1 11=1 1 1=� W/ (1) S ROD CONT " PER ENCS DETAILS EL. +0 I111 I I-1 I—I tt 111-111-111— 1I1=1I1= = tt = 1=III— MIN —I_III-1 EI I It► — —III—II VERTICAL RODS=1 I L I ��' I I I i I �' VERTICAL ROD I I -III ° a .° PER ENG S DETAILS — < a a all ` — CONC FOOTING W/ PER EWS'S DETAILS _ < 4 * d.Q►I� °� e — CONIC FOOTING W/ �`__ , ° III—I_ CONT RODS PER - I—III ll _�,—I I I- -1 °ENG'S CONT RODS PER DETAILS ; ENG'S DETAILS I—=—=_-__-- -1 111I I I_III—I I I_I I II II I I- III, , I I 1 ,1 11=111-1 11-11_1, LTI III—III—III— —11 l-1 11=1! !- rvicc..ri Rvvri C.VYCICCL I"VKGN SECTION X31 SECTION X21 SCALE: 3/4" = I'-0 r41'o.2 SCALE: 3/4" = 11_011 11 ENG ROOF TRUSSES PER MANUFACTURER ASPHALT SHINGLES PEEL 4 STICK ROOF SHEATHING t81/2" HEEL HEIGHT IN TRUSS (MANUFACTURER TO VERIFY) HURRICANE ANCHOR AT EACH MEMBER PER ENG'S DETAILS �� ;• 21-411 SPRAY FOAM ;.•�,,., 2'-4" OVER -HANG INSULATION ` GALV SAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK (2) 2x6 TOP IE LAPPED OVER 5/411x2314 .11 FURRING 1x6 TEG DECKING 2x8 RAFTER TAIL SCABBED TO TRUSS 2x BLOCKING / FIRE -BLOCK (NO VENTILATION HOLES) 2x FRIEZE (ANGLE CUT TOP TO BUTT W/ FIRE -BLOCK) PROVIDE FIRE CAULK AT AN`t'' GAPS BETWEEN FRIEZE AND BIRD STOP/ FIRE BLOCK AT OVER'- I'- ANGS WITHIN 5' OF PROPERTY LINE DETAIL AT OVER -HANGS WITHIN 5' OF PROS LINE *� �9?_ N11 (2) LAYERS OF (2) LAYERS OF EXTERIOR RATED 5/8" G.W.B. 5/011'Cx.W B. STAGGERED STUD EXTERIOR RATED r: WALL W/ 2x4 STUDS 5/8 G.W B. 16" O.C. 2x6 STUDS (SPACIW - HARDI-LAP SIDING R-19 INSULATION PER ENG,s DETAILS)` HOUSE -WRAP 2x6 P.T. SOLE P_OPTION/4L WALL SHEATHING R-19 INSULATION BASE TRIM TO BE SELECTED 2x6 F.T. SOLE fE 411 CONIC SLAB 8" CONIC BLOCK PER STRUCTURAL FOUNDATION WALL END'S DETAILS PER END'S DETAILS, GALV FLASHING W/ FIN FLOOR— HOUSE- WRAP OF HOUSE _ LAPPED OVER EXPANSION TI7n=rrr rrr=-rte JOINT - 2 10 CONT BAND 8" GONG BLOCK I I (—III—III- a. �� tt d OVER x8 P.T. NAILER 4 CONC SLAB FOUNDATION WALL fII I I I( )II i I I tt It , PER STRUCTURAL t# ° STUCCO FINISH OVER t PER ENG'S DETAILS _ ti ENG'S DETAILS it FOUNDATION WALL ' i I—I 11=1 11=1 11 tt N III—III—I I —1 I II tt STUCCO SCREED z--�- FINISHED GRADE -1 I I—III—III—I ( s� � aa. .[--•SIT=Tn=-ITh 4. ° 11=111=1 11=1 T� FINISH GRADE —III -1 i I-11 tt tfl(7177=� I I-) I 1=1 I -1 _ " — — — 11 Hill_ ( I ISP II --1 i—Iii- 4 MIN =III—II t. II—III—III-1I t#� u a — VERTICAL RODS 11IIII I ° < ° tt ILI—III—III ° a a . III=1 PER ENG'S DETAILS d. `<<! �. ° I 1=1 I 1=) I -1 I a <�t• ' a . ° CONN FOOTING W/ III—III—III III— CONT RODS PER -_I--1 11=1 I =1 I- _ -_— 11=1 I I ENG's DETAILS I I I I—I 11=1 I I—I I_I I I I_ly I I , I I I I-1 11_1 I I—I I I i II 11- -II_II�;IIII�� IIIIII�IIII,'II III.—III,;,III,� 1 SECTION AT MPONENTS SHOWN NGINEERING POOL EQUIPMENT rl !NGIRIN ATTACHED FOR ACTUAL SCALE: 3/4" = V-011 USED. 6 t � ®� u 3a 5"! i,.: � WW-- W� 5U¢�fty ix ow -O W Up)ZcoO (� I.- N �lix oIWL ENCS ROOF TRUSSES PER W FUS NF -ix% 2x8 ROOF JOISTS N So8 TRUSS MANUFACTURER W !_ PER ENG'S DETAILS ASPHALT SHINGLES V�++ CL 0 5 � — ASPHALT SHINGLES LL y W PEEL 4 STICK PEEL E STICK W ROOF SHEATHING ROOF SHEATHIWG U- - 8142" HEEL HT o � LLj Q M M 11- I IN TRUSS Q I= !L I HURRICANE CONNECTOR LJ cr W (MANUFACTURER W { AT EACH MEMBER PER V 29/4" I TO VERIFY) ws I 23/411 E1j'S DETAILS 2'-4" 2'-4" OVERHANG J01 ti�NO�f� 1 I 4 -111 t2' -I" OVERHANG cr W w Z04 M c� o (DETERMINE IN FIELD wLL 8 . 12 IU o ° �- �t� J a W Y z t0 ALIGN WITH OVERHANGHURRICANE CONNECTOR � 4 : ° L/ d M -.la � L .�,,, I2 `� AT PORCH ROOM) AT EACH MEMBER PER t1, to N W oC ?y W Z 4ENG'S DETAILS co I` GALV EAVE DRIP IN ROOF CEMENT- I `�,. GALV EAVE DRIP IN ROOF CEMENT W/ PEEL t STICK rJ, V W/ PEEL t STICK 1x6 T4G DECKING OVER PLYWOOD LAPPED OVER �_ Ix6 T4G DECKING OVER PLYWOOD - LAPPED OVER SHEATHINGS/4"x2/411 FASCIA SHEATHING 5/4"43/4"FASCIA 2x TRIM I 45' CUT END 2x TRIM I 45' CUT END 1x12 TRIM 1x6 TTG DECKING Ix12 TRIM 1x6 T4G DECKING 2x8 TRUSS TAIL SCABBED V 1/ I 2x8 TRUSS TAIL SCABBED IxTRIM-- _ _ I I_ t0 EACH TRUSS (RIP FOR 1x TRIM t0 EACH TRUSS (RIP FOR 0 1x6 ..DECKING) A i 1x6 DECKING) Ix2 OVER 1x4 TRIM I i I Ix2 OVER Ix4 TRIM W/ 1/411 45' BEVEL II 2x BIRD -STOP W/ 1/4" 45' BEVEL V 2x BIRD -STOP CUT AT BOTTOM CUT AT BOTTOM I ' I 2x FRIEZE I 2x .FRIEZE 1" HALF ROUND TRIM I I i I I Ixl2 TRIM I" HALF ROUND TRIM I I I Ix12 TRIM I I ENG BEAM BOXED I I I ENG BEAM BOXED I I I I TO MATCH COLUMNI 1 I F TO MATCH COLUMN 101_lu I I I I I I I coy 10'-t" I I I I I I j R HT J 0 iE HT Plan #: K1557 Job #: 16-1059 SHEET NUMBER A6m2 (N.T.S.) 6x6 P.T. POST 6x6 P.T. POST Ivx10 COLUMN -► 1 Ix10 TRIM WRAP 10x10 COLUMN I Ix10 TRIM WRAP g1/4�1 91/4" I I 1 I I I I I I I I I 1 1x6 BASE TRIM 1 f tx6 BASE TRIM 1All1 r I I 4" FROM (t OF POST SLOPE FOR DRAINAGE 1 I I SLOT FOR I i OF CONTO IC BLOCK INE DRAINAGE _ I I 2" FORMED EDGE FINISH MATERIAL i i FINISH MATERIAL POOL DECK DRAIN TO BE SELECTED I ( I TO BE SELECTED 1 I I III I I 4" CON( SLAB 4" CONC SLAB I 4" FROM t OF POST 4" CON( SLAB I I POOL DECK T0,STRUCTURAL LINE 1 2111 FIN FLOOR I I OF CONIC BLOCK FIN FLOOR FINISH MATERIAL OF HOUSE I OF HOUSE TO BE SELECTED --- - ----- ---- ----- -----Q --- -- -- --- -- ; ' 2" FORMED EDGE -------- -- -- -- - - ---- ------------------------------ a L d, 211 - d. d . .° STuccO FINISH OVER -1 I I-111=1 11=1 I I I" =111=1 ;NIN—III-1 11=1 I I �t FOUNDATION WALL II I-111=111=1 � I I-111=1 11=1 I I - 11- -1 11-1 � 1--I 11- N =1 11=111=111m I STuccO SCREEDI- 8" CONC BLOCK =11111=III=1 , if . 8" CONC BL I I_11=111=III 41i.. 1=1 I 1=111= THICKENED EDGE FOUNDATION WALL I _I i I a FINISHED GRADE PSR ENG�S DET ILS --lift 1—I a I I=1 11=1 1 1=� W/ (1) S ROD CONT " PER ENCS DETAILS EL. +0 I111 I I-1 I—I tt 111-111-111— 1I1=1I1= = tt = 1=III— MIN —I_III-1 EI I It► — —III—II VERTICAL RODS=1 I L I ��' I I I i I �' VERTICAL ROD I I -III ° a .° PER ENG S DETAILS — < a a all ` — CONC FOOTING W/ PER EWS'S DETAILS _ < 4 * d.Q►I� °� e — CONIC FOOTING W/ �`__ , ° III—I_ CONT RODS PER - I—III ll _�,—I I I- -1 °ENG'S CONT RODS PER DETAILS ; ENG'S DETAILS I—=—=_-__-- -1 111I I I_III—I I I_I I II II I I- III, , I I 1 ,1 11=111-1 11-11_1, LTI III—III—III— —11 l-1 11=1! !- rvicc..ri Rvvri C.VYCICCL I"VKGN SECTION X31 SECTION X21 SCALE: 3/4" = I'-0 r41'o.2 SCALE: 3/4" = 11_011 11 ENG ROOF TRUSSES PER MANUFACTURER ASPHALT SHINGLES PEEL 4 STICK ROOF SHEATHING t81/2" HEEL HEIGHT IN TRUSS (MANUFACTURER TO VERIFY) HURRICANE ANCHOR AT EACH MEMBER PER ENG'S DETAILS �� ;• 21-411 SPRAY FOAM ;.•�,,., 2'-4" OVER -HANG INSULATION ` GALV SAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK (2) 2x6 TOP IE LAPPED OVER 5/411x2314 .11 FURRING 1x6 TEG DECKING 2x8 RAFTER TAIL SCABBED TO TRUSS 2x BLOCKING / FIRE -BLOCK (NO VENTILATION HOLES) 2x FRIEZE (ANGLE CUT TOP TO BUTT W/ FIRE -BLOCK) PROVIDE FIRE CAULK AT AN`t'' GAPS BETWEEN FRIEZE AND BIRD STOP/ FIRE BLOCK AT OVER'- I'- ANGS WITHIN 5' OF PROPERTY LINE DETAIL AT OVER -HANGS WITHIN 5' OF PROS LINE *� �9?_ N11 (2) LAYERS OF (2) LAYERS OF EXTERIOR RATED 5/8" G.W.B. 5/011'Cx.W B. STAGGERED STUD EXTERIOR RATED r: WALL W/ 2x4 STUDS 5/8 G.W B. 16" O.C. 2x6 STUDS (SPACIW - HARDI-LAP SIDING R-19 INSULATION PER ENG,s DETAILS)` HOUSE -WRAP 2x6 P.T. SOLE P_OPTION/4L WALL SHEATHING R-19 INSULATION BASE TRIM TO BE SELECTED 2x6 F.T. SOLE fE 411 CONIC SLAB 8" CONIC BLOCK PER STRUCTURAL FOUNDATION WALL END'S DETAILS PER END'S DETAILS, GALV FLASHING W/ FIN FLOOR— HOUSE- WRAP OF HOUSE _ LAPPED OVER EXPANSION TI7n=rrr rrr=-rte JOINT - 2 10 CONT BAND 8" GONG BLOCK I I (—III—III- a. �� tt d OVER x8 P.T. NAILER 4 CONC SLAB FOUNDATION WALL fII I I I( )II i I I tt It , PER STRUCTURAL t# ° STUCCO FINISH OVER t PER ENG'S DETAILS _ ti ENG'S DETAILS it FOUNDATION WALL ' i I—I 11=1 11=1 11 tt N III—III—I I —1 I II tt STUCCO SCREED z--�- FINISHED GRADE -1 I I—III—III—I ( s� � aa. .[--•SIT=Tn=-ITh 4. ° 11=111=1 11=1 T� FINISH GRADE —III -1 i I-11 tt tfl(7177=� I I-) I 1=1 I -1 _ " — — — 11 Hill_ ( I ISP II --1 i—Iii- 4 MIN =III—II t. II—III—III-1I t#� u a — VERTICAL RODS 11IIII I ° < ° tt ILI—III—III ° a a . III=1 PER ENG'S DETAILS d. `<<! �. ° I 1=1 I 1=) I -1 I a <�t• ' a . ° CONN FOOTING W/ III—III—III III— CONT RODS PER -_I--1 11=1 I =1 I- _ -_— 11=1 I I ENG's DETAILS I I I I—I 11=1 I I—I I_I I I I_ly I I , I I I I-1 11_1 I I—I I I i II 11- -II_II�;IIII�� IIIIII�IIII,'II III.—III,;,III,� 1 SECTION AT MPONENTS SHOWN NGINEERING POOL EQUIPMENT rl !NGIRIN ATTACHED FOR ACTUAL SCALE: 3/4" = V-011 USED. 6 t � ®� u 3a 5"! i,.: � WW-- W� 5U¢�fty ix ow -O W Up)ZcoO (� I.- N �lix oIWL d2o W FUS NF -ix% H2-4 N So8 W !_ Z(ANlr�v' s.e:).e:)'<6b V�++ CL 0 5 � LL y W ce W n $ U- o � LLj Q M M Q I= v LJ cr W 9� m� W WZIAB _ V awl ws a J01 ti�NO�f� N cr W w Z04 M c� o Q M to wLL 8 . IU o ° �- �t� J a W Y z m oU)w z Z O ° L/ d M -.la � L o - N W U_ to N W oC ?y W Z 0) co rJ, V W UZ Z Z) W 0 V 1/ W W W �. r V .J (.) z W_ Q ..J O � O (o II N o coy 3 v J 0 Plan #: K1557 Job #: 16-1059 SHEET NUMBER A6m2 i CONNECTORS PER ASPHALT SHINGLES ENG'S DETAILS ENG ROOF TRUSSES PER PEEL a STICK �2 TRUSS MANUFACTURER 2x OYER -FRAMING 1'-6" ROOF SH ATWING PER ENGIF 'S DI=TAIL-B - 'a -� ASPHALT SHINGLES PEEL a STICK - -- - - - - - — GALV EA 'E DRIP - ROOF SHEATHING SPRAY FOA ENG ROOF TRUSSES PER 1/N ROOF EMENt PRA M :....... TRUSS MANUFACTURER W/ MELA STICK INSULATION HURRICANE CONNECTOR LAPPED OVER ' `�� ; � ` AT EACH MEMBER PER SPRAY FOAM 81,2" HEEL HT ENG'S DETAILS INSULATION 5/41143/41, RRING IN TRUSS (MANUFACTURER 81/211 WEEL Ht IZ PLYWOOD 2x8 FASCIATO VERIFY) IN TRUSS .1 WINDOW \w (MANUFACTURER BACKING Ix6 T4G DECKING ? (M VERIFY) : ' ::... •: (PAINTED :::•.:'::: •' BLACK) 2x8 LOOKOUT (2) 2x6 TOP gE GALV EAVE DRIP IN ROOF CEMENT HURRICANE CONNECTOR\.:::.; : •'_ :::i:::.. - 2x BIRDTOP 11 AT EACH MEMBER PER r tie SWEETROCK W/ PEELa STICK END'S DETAILS `:: :::i::." (WALLS a CEILING) LAPPED OVER 2x6 FRIEZ - 1. HEADER FRAMING --5/4"43/4" FASCIA HARDI-SW KE SIDING PER END'S DETAILS 45' CUT END (2) 2x6 TOP Ig? GALV FLA WING W/ INTERIOR TRIM TO WOUSE - W AP BE SELECTED Ix6 T aG DECKING 1,2.1 SHEETROCK LAPPED VER 2x8 TR1JSf4TAIL SCABBED (WALLS a CEILING) 2x6 TRIM TO EACH TRUSS (RIP FOR WINDOW UNIT PER ENG BEAMX-11 x WINDOW UNIT PER MANUFACTURER'S 1x6 DECKING) MANUFACT RER'S SPECS 2x BIRD -STOP HEADER FRAMING SPECS PER ENG'S DETAILS 2x4 TRIM 2x6 FRIEZE INTERIOR TRIM TO GALV FLASHING W/ V-411 2'4" OVERHANG BE SELECTED HOUSE -WRAP LAPPED OVER glall HARDI-LAP SIDING WINDOW UNIT PER " 1 „ B HT GALV MANUFACTURER'S. 5/4 x22 .AP HOUSE WiRAPG W/ SPECS 2x8 TRIM LAPPED OVER 2x6 TRIM ` 9'-1" 1P WT 2x6 TRIM 2x6 STUDS (SPACING PER ENG'S DETAILS) I WARD( -LAP SIDING R-19 INSULATION HOUSE -WRAP 2x6 BOTTOM R WALL SHEATHING BASE TRIM TO BE GALV FLASHING W/ 3/4" PLYWOOD SELECTED I HOUSE -WRAP 6 STUDS (SPACING LAPPED OVER ENG ROOF TRUSSES PER 2x 3/4" T4G PLYWOOD TRUSS MANUFACTURER PER ENG'S DETAILS) 2x6 TRIM ENG ROOF TRUSSES PER FLOORING I ASPHALT SHINGLES R-19 INSULATION WARDI-SHAKE SI01 2011 ENG FLOOR TRUSS MANUFACTURER TRUSSES PER PEEL a STICK GALV FLASHING W/ ASPHALT SHINGLES MANUFACTURER 12 BASE TRIM TO BE HOUSE -WRAP q 6 ROOF SHEATHING SELECTED LAPPED OVER PEEL < STICK: 3/4" T4G PLYWOOD 1 2'-4" 2'-4" OVERHANG FLOORING �.� ROOF SHEATHING O ------ 0 i t81!s 11 - 81/2 " WEEL Ht ',�,�,, 12 = -' u TRUSSES IN TRUSS 20" ENGG FLOOR �� 4 1�2 1 „ w u < ` \ MANUFACTURER MANUFACTURER ��� 8iz HEEL HT - �� t0 VERIFY) 2x6 BOTTOM B f (MANU2 fL IN FACTURER 0 - a1 - � `N � HURRICANE CONNECTOR _.z. AT EACH MEMBER PER � 2�j411 TO VERIFY) `' IK ------ t21-411*2 4 OVERHANG f 1_ 11 �` GALV EAVE DRIP �Ii U (DETERMINE IN FIELD IN ROOF CEMENT N - -- t0 ALIGN WITH 6/12 W/ PEEL a STICK _ CTO i 5/8" TYPE 11x,1 G.W.B. I Z HURRICANE CONNECTOR ROOF:PITCHED GARAGE AE TRY GABLE) LAPPED OYER 4 At EACH MEMBER PER C l2) 2x6 TOP 1/E , 5/4"x231/4" FASCIA ENG'S DETAILS ,, E. ACOUSTIC 45' CUT END moi` GALV EAVE DRIP INSULATION ACOUSTIC `r IN ROOF GEMENT Ix6 TTG DECKING INSULATION _ W/ PEED a STICK PLYWOOD `1 LAPPED OVER < 2x8 TRUSS TAIL SCABBED (2) 2x6 TOP IE SHEATHING. 2x GRIM — _ t �-5/4"43i4° FASCIA.. GARAGE DOOR TO EACH TRUSS (RIP FORHEADER PER Ix6 DECKING) 1/211 SHEETROCK Ix6 T4G DECKING Ix12 TRIM 45' CUT END ENG'S DETAILS S (WALLS a CEILING)i 2x BLOCKING. .� 2x BIRD -STOP _ 1 2x TRIM ENG SE BOXED 1x6 T4G DECKING TO MATCH COLUMN At GARAGE DOOR 2x FRIEZE 2x8 TRUSS TAIL SCABBED 1x12 TRIM Ix TRIM -- _ I t0 EACH TRUSS (RIP FOR A f Ix6 DECKING) 1x2 OVER Ix4 TRIM i FRAMED FALSE BEAM W/ Tia:" 45' BEVEL i i 2x BIRD -STOP.. 2x TRIM TO ALIGN WITH BOXED CUT AT BOTTOM 1 11 BEAM AT FRONT PORCH IE WT 1m -1 i i 2x FRIEZE 10 -I GARAGE DOOR PER (N: S.) I" WALF ROUND TRIM 1/E WT MANUFACTURER -- W/ OVER 5! BETEL 1x12 TRIM g' -g" CUT At BOTTOM IE HT (N.TS.) 6x6 P.T. POST HARDI-LAP SIDING APP. OF 10x10 COLUMN HOUSE 1x10 TRIM WRAP 1" HALF ROUND TRIM THROUGH DOOR HEADER GALV FLASHING W/ 91/4 1, - - - - ----- HOUSE -WRAP THROUGH COLUMN/PEDESTAL LAPPED OVER 5/4"41/2 11 CAP r f 1/2 " SHEETROCK ; 2x6 STUDS (SPACING 1 2x8 TRIM PER ENG'S DETAILS) WARDI-LAP SIDING 2x(v STUDS (SPACING R-19 INSULATION 2x6 P.T. TOP RAIL I AT TRIM WRAP WOUSE-WRAP 1x6 BASE RIM � 1 � PER ENG'S DETAILS) ' ' At COLUMN 1x4 P.T. EACH SIDE 6x6 P.T. POST E B 2x6 P.T. SOLWALL SHEATHING SLOPE FOR i R-19 INSULATION DRAINAGE i 2x2 P.T. BALUSTERS HOUSE -WRAP BASE TRIM TO BE i/8" / 11-011� 5" O.G. 2x6 P.T. SOLE 1/g= SELECTED, WALL SHEATHI ''� i 1x4 P.T. EACH SIDE 811 CONC BLOCK I NG 4" CONC SLAB GALV FLASHING W/ i 1/,l i PAVERS R �� FOUNDATION WALL POST BASE PER PER STRUCTURAL WOUSE-WRAP BRICK VENEER i 4 FROM 4 OF POST PER ENG'S DETAILS i ENG'S DETAILS —\ LAPPED OVER lT0 BE SELECTED) 1 t0 STRUCTURAL LINE ENGIS DETAILS OF CONC BLOCK I Rk FINISHED I 2x4 P.T. TRIM 4" CON( LAB 2,1 i j1/2„ 11 FIN FLOOR 1x6 SASE TRIM EL: +28 EL: +28 FLOOR 4 OF HOUSEBRICK CAP (SLOPE r=Tn--iTr—nT=-n Al1: - X EXPANSION JOINT R- o u° E P N FOR RUN OFF) III—III—III —III—III—III-1 I 1� °--- ° - �...._ �_ a _ _ 411 coNG SLAB o BRICK VENEER III— — — 11 _—..�_ —a-- _ l 1 —111-1 I 1-1 I 1 ,, - = d _ PER STRUCTURAL p 11 11 - U BRICK VENEER - IP J 8 x12 x8 PIER BLOCK i-1 I I-1 I I-1 I �� a i r-1177=111=717777 7177 :71/1=1177-1177=7711—ITT 117 111-1177 �1T-111-STT ENG s DEt,nILs PER s DETAILS I1=111=1II --r—II1=II1=111=111=111=111=111—III—III II1=1II=111-111-111_111—III-1 TAIL " _— _ = =111-1 1 i�- :I 1=1 I I-11 ; PROVIDE Wo - 11 -III-► I 1=1 I 11 (I I-111-111-111=1 I I—I I 1-1 1=11.1= „ oYID wEEP- -L1=s " .° ° 8 CONC BLOCK — - ° 11 - _ 1-I , _' S CONC BLOCK - - - °„ ° FOUNDATION WALL -11 I-) 1 U 111=111=111=11 FOUNDATION WALL 1„1 I, 11 (i i f I tt FINISHED GRADE =M z ------ --°= a DRIVEWAY °° a . PER ENGIS DETAILS _ - a �1 III-) I 1-111-1 PER GS DETAILS - - - e 11 1177 TI 1=1T� 771771 I �T711T�1=177- _ _ _ _ _ _ _ _ �L. ,,ml, -� �—I � i—► � I : „ I I 1-11.1—III _ _ 11=111-1 I I-11 I I I_I I —III— -11 I—III—III—III _ — 11 —i i l—I I I -111—L11-111-11 I-111-11 I-11 I-1 °11° —11f=1 I I—I 11—I 11—III-11 I—I ►° - - - - - - 11-111- 4 MIN _ - _ - _ -_ = - _ _ _ - -1 11=1 I— - I 1=1 I —I 11=11 I— '_ i I 1-1 11-1 11/_I I I-1 I{-1 I L-1 111/ l 11= — 11-111=1 I I—I I I—I I I I I I,— _ VERTICAL RODS NOTA: VERTICAL RODS -111 it I 1 I„, VERTICAL RODS '-1) 1. n ii° ° 1 I PER ENGIS DETAILS PER ENG'S DETAILS ° - PERENG'S DETAILS u ° ° ° ALTHOUGH EVERY EFFORT WAS BEEN TAKEN i - ° ��! -_-� ° - CONC FOOTING W/ _ < a a qll� --`� = CONC FOOTING W/ =1 I I • ig0 - •' ° II I CONG FootING W/ ---�.. III= CONI RODS PER I_I-III ---�, (11-1 CONT RODS PER - - ° ° ---� a - 1 CONT RODS PER I—III _ TO PREPARE THESE DRAWINGS TO COMPLY III=I ( °° ° ° 11=) 1 . ENG'S DETAILS -1 I 1=1 1 1 _ 1=1 I I= ENG'S DETAILS=111=1 1= ” - a 1 1= ENG'S DETAILS Nom: WITH LOCAL BUILDING CODES, CONTINUOUS - - - - - - - - - - - T10NA —I =III=1 I I=111=1 I=1I 1=III- -1 1=1I 1=11I=111=1II=111=1I1EI I I —1111=111=_=--- _ = I`=I I . ALL STRUCTURAL COMPONENTS SHOWN CODE CHANGES MAY REQUIRE ADD( L i 11_=1 1=111=1 1-1 ( 1 1 III -III -1 ((-1 I 1-1 11- (= 1( I I (-I (I-III-III=III=III-III-� I I= 1 MAY VARY DUE t0 ENGINEERING DRAWINGS, ENGINEERING SERVICES, AND III=1 I i = OR CHANGES 70 THESE DRAWINGS TO MEET I-� � (=1 I I -III- ' "-1 I 1=1I—I I 1=1 � �-�� REQUIREMENTS. SEE ATTACHED CODE COMPLIANCE. POSSESSION OF THESE ENGINEERING SPECS FOR ACTUAL PLANS ACKNOWLEDGES TWAT THE PURCHASER i ` S� CQ� rni ,� OO� � P �WT�Y COMPONENTS t0 BE USED. 0 8Q wczi H<:iCkt it CL W W~W �a F�W� WWW W 0waIt .08z t0 WINDOW SEAT SECTION of dmQz =a>-0 X21 BRICK PEDESTAL SECTION X11 SCALE: 3/4 . I'-0" ,463J SCALE: 3/4 • V -011A63 0 8Q wczi H<:iCkt it CL W W~W �a F�W� WWW W 0waIt .08z t0 N In u GSj z8a N of dmQz =a>-0 W W V ZT3wa- ����� cn c'4 s z cl W CTJ q � 0.9 N rr= L.L N w Q� w � N W h LL g N m � o QN 0p 0 O Q `r uj W m CC �5 wt �WZC4 = V 601 W w M Z04 � o r Q M J W LL of U°Io n, : J 0 m LLJ z O o U) cc tJJ � W U {n (n N �v w W Z co D rrJ,, V CJ Z Z -1 w0 V, w U. Cr M cr.Mw LU3:(.)W 0.J ..... UZ r 01 I TW. r O r Q . it Q. m ID d. st C Q V 0 Plan #: K1557 Job #: 16-1059 A6m3 LJIND'OW INSTALLATION (METHOD A-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECTION A STEPS THROUGH WINDOW JAMB ©IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL 4 WORKING TOWARDS THE TOP, INSTALL THE URB SEALANT BEAD TO THE FACE OF THE. BEHIND MOUNTING SHEATHING. FLANGE. (2 APPLY SILL FLASHfNG APPLY BEAD OF SEALANT AT BACK OF WINDOW SEAL THE WINDOW FRAME TO PA H N HEAD SCREWS TO NE +t SET WINDOW USING PAOPENING. APPLY A 9/s" NOM. FACILITATE INSPECTION. DIA. TO THE BACKSIDE(INTERIOR) OF THE WINDOW ®APPLY .BEAD OF SEALANT AT FLANGE, IN LINE WITH ANY SIDE JAMBS. EXTEND B X" PRE -PUNCHED HOLES OR SLOTS.. o FLASHING Q APPLY JAMB FLASHING SEALANT BEAD BETWEEN 6 APPLY BEAD OF SEALANT OO %+._AMB FLASHING FLASHING AND MOUNTING AT HEAD APPLY CONT. SEAL TO THE MOUNTING FLANGE. FLANGES AT THE TOP (HEAD) AND ® APPLY HEAD FLASHING SIDES (JAMBS) OF WINDOW. EXTEND .SEALANT AT JAMBS 8N' ABOVE (&REMOVE PREVIOUSLY APPLIED THE R.OAT HEAD. EMBED JAMB / TAPE, ALLOWING WRB TO LAY FLASHING INTO SEALANT AND / FLAT OVER HEAD FLASHING. - FASTEN IN PLACE. (FLASHING APPLY NEW SHEATHING TAPE GOES OVER SEALANT). OVER DIAGONAL CUT - SEE DIAGRAM. SECURE WRB DOOR F-LA5I4ING INSTALLATION WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE DOOR INSTALLATION. _ FLASHING AT HEAD 4„ EXTENDS I" MIN BEYOND I!4" 06 JAMB FLASHING. 5 I HEAD FLASHING MIN APPLY 4" WIDE SELF ADHERING MEMBRANE FLASHING, OVERLAPPING DOOR FRAME 1/4" 4" EXTEND SELF ADHERING MEMBRANE FLASHING f" MIN BEYOND JAMB FLASHING ® JAMB FLASHING APPLY 4" WIDE SELF ADHERING MEMBRANE FLASHING, OVERLAPPING DOOR FRAME 1/4" (3]3 INSTALL DOOR ! THREWLD INSTALL DOOR PLUMB, �— LEVEL AND SQUARE PER MANUFACTURER'$ WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT APPLY SEALANT AT { CORNERS AND FRONT /(I EDGE OF THRESHOLD cur I( I WEATHER RESISTANT BARRIER (WRB) { I I ATA 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL:. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE { TOP CORNERS. AND CENTER TO THE EXTERIOR / UPS SURFACE ABOVE. CUT WEATHER BARRIER AND FOLD / IN AND AROUND DOOR JAMB (., LAP STUCCO FINISH ASSEMBLY AND WEATHER BARRIER OVER STUCCO STOP ,,. STUCCO STOP Z i 5x5 GALV FLASHING OVER ROOFING: MEMBRANE (NAIL TO ROOF Z DECK - NOT WALL SHEATHING) OPTIONAL CAP SHINGLE - DO NOT NAIL \n Z i (INSTALL W/ ROOF CEMENT) I 46I6WALT SHINGLE ROOFING OVER PEEL 4 STICK OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) OVER ROOF MEMBERS ROOF CEMENT DETAIL:FLASHING AT STUCCO, SCALE: NOT TO SCALE WALL SHEATHING PER EN&S DETAILS APPLIED WOOD FINISH (SEE ELEVATIONS) OVER APPROVED WEATHER BARRIER EXTEND PEEL 4 STICK UP -WALL 7 (MINIMUM) I LAP WEATHER BARRIER OVER FLASHING AND SECURE WITH STARTER STRIP I Z i Sx5 GALV FLASHING OVER ROOFING MEMBRANE (NAIL TO ROOF z I DECK - NOT WALL SHEATHING) .� i OPTIONAL CAP SHINGLE - DO NOT NAIL \� z i (INSTALL W/ ROOF CEMENT) I I ASPHALT SHINGLE ROOFING OVER PEEL 4 STICK OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) OVER ROOF MEMBERS ROOF CEMENT DETAIL:WALL FLASHING -Al AFFL]ED WOOD FINISH, SOLE: NOT TO SCALE (INSTALL SHINGLES USING "WEAVE" METHOD 1 - EXTEND (1) FULL END SHINGLE 12" MIN PAST CENTER LINE OF VALLEY. SEE MANUFACTURER'S WRITTEN INSTRUCTIONS FOR ADDITIONAL INSTALLATION INFORMATION 2 - DO NOT NAIL 6" MIN FROM VALLEY CENTER LINE ASPHALT SHINGLES OVER PEEL 4 STICK OVER PLYWOOD ;SHEATHING (PER END'S DETAILS) OVER ROOF MEMBERS 24" WIDE METAL VALLEY FLASHING OVER 450 FELT (MIN) DE TAI VALLEY FLASHING, SCALE: NOT TO SCALE 't I 4 -ALL FINISH ASSEMBLY ' L,P WEATHER BARRIERS " O R NAILING FLANGE? E 55 GALV FLASHING K -OUT FLASHING f DETAIL)�'�� 110, r � ASPHALT SHINGLE ROOFING EXTEND KICK -OUT FLASHING 2" BEYOND FASCIA' WATER TIGHT SEAL PLYWOO6 SHEATHING NOTE: PER ENG'!S DETAILS INSTALL KICK -OUT FLASHING AT BOTTOM OF ROOF 4 WALL PEEL 4 ICK INTERSECTIONS UNDERL T GALV EAVE DRIP 1x2 P.T. FURRING (OPT - SEE WALL SECTION) FASCIA DETAIL- WALL/KICK-OUT FLASHI1'�lC SCALE: NOT TO SCALE H W U (K W aoWV ei omwwoww WW--ppW� OW�QVl--o INSTALL SHINGLES OVER AT HEAD c<oc<monj ti ASPHALT SHINGLE ROOFING 0 IN �p "'00D ? W M iNe OVER PEEL 4 STICK OVER FLASHING AT HEAD OPTIONAL - PROVIDE LEAD VENT PLYWOOD SHEATHING >� SgI :5 < EXTENDS I" BEYOND (PER END'S DETAILS) (L o OVER ROOF MEMBERS JAMB FLASHING. VENT STACK - SEE BUILDER FOR (DQ SIZE 4 LOCATIONS a PRE -FORMED FLEXIBLE BOO FLASHING W/ INTEGRAL FLANGE OHEAD FLASHING N ^. SET 1N PLASTIC ROOF CEMENT -----__ EMBED BOTTOM OF THE U. SHINGLE AT BASE \ HEAD FLASHING AGAINST NOTES: I - INSTALL IN STRICT ACCORDANCE WITH F)LILI Of MANUFACTURER'S WRITTEN INSTRUCTIONS \ THE PREVIOUSLY APPLIED 2 - APPLY ROOFING CEMENT OR SELF -ADHERING " SEALANT FLASHING OVER FLANGE AT HEAD ONLY mw DETAIL& \ SEALANT (FLASHING GOES _ [�� c SCALE: NOT TO SCALE WALL SHEATHING OVER SEALANT). EXTEND PER ENG'S DETAILS lidNO�)i�i STUCCO FINISH ASSEMBLY \ w / HEAD FLASHING BEYOND WEATHER BARRIER • . Q - M -J E �' EXTEND PEEL 4 STICK \ / EACH MS HING. m aZ z o � z O �,Jaoo� M - C4 W U FASENAIN PLACE. Ix �jj o) W Ztz � co D _J \ / I (&JAMS FLASHING I A I w� EXTEND JAMB FLASHING z z D - TO OVERLAP SILL W�/ j { 0 { FLASHING. EXTEND V! J JAMB FLASHING S)V ABOVE ROUGH \ AD. ITOP gn C W OG TUCK W SEALANT JAMB FLASHING UNDER THE. FLAP O OF WRB AT THE \ J HEAP. 9EE DIAGRAM. •^ c� z I a SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, OI PLUMB, AND LEVEL CONDITION. USE CORROSION (D RESISTANT FASTENERS. FASTEN WINDOWS PER i WINDOW MANUFACTURER SPECIFICATIONS. m • 9"'� I I I r I{ i WEATHER RESISTANT v v 3 v O to ..� BARRIER (WRB) Pian #: K1557 Job #: 16-1059 A7ml I AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE. i TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WR5 SURFACE ABOVE. INTERIOR VIEW TOP LEFT CORNER OF WINDOW DOOR F-LA5I4ING INSTALLATION WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE DOOR INSTALLATION. _ FLASHING AT HEAD 4„ EXTENDS I" MIN BEYOND I!4" 06 JAMB FLASHING. 5 I HEAD FLASHING MIN APPLY 4" WIDE SELF ADHERING MEMBRANE FLASHING, OVERLAPPING DOOR FRAME 1/4" 4" EXTEND SELF ADHERING MEMBRANE FLASHING f" MIN BEYOND JAMB FLASHING ® JAMB FLASHING APPLY 4" WIDE SELF ADHERING MEMBRANE FLASHING, OVERLAPPING DOOR FRAME 1/4" (3]3 INSTALL DOOR ! THREWLD INSTALL DOOR PLUMB, �— LEVEL AND SQUARE PER MANUFACTURER'$ WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT APPLY SEALANT AT { CORNERS AND FRONT /(I EDGE OF THRESHOLD cur I( I WEATHER RESISTANT BARRIER (WRB) { I I ATA 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL:. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE { TOP CORNERS. AND CENTER TO THE EXTERIOR / UPS SURFACE ABOVE. CUT WEATHER BARRIER AND FOLD / IN AND AROUND DOOR JAMB (., LAP STUCCO FINISH ASSEMBLY AND WEATHER BARRIER OVER STUCCO STOP ,,. STUCCO STOP Z i 5x5 GALV FLASHING OVER ROOFING: MEMBRANE (NAIL TO ROOF Z DECK - NOT WALL SHEATHING) OPTIONAL CAP SHINGLE - DO NOT NAIL \n Z i (INSTALL W/ ROOF CEMENT) I 46I6WALT SHINGLE ROOFING OVER PEEL 4 STICK OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) OVER ROOF MEMBERS ROOF CEMENT DETAIL:FLASHING AT STUCCO, SCALE: NOT TO SCALE WALL SHEATHING PER EN&S DETAILS APPLIED WOOD FINISH (SEE ELEVATIONS) OVER APPROVED WEATHER BARRIER EXTEND PEEL 4 STICK UP -WALL 7 (MINIMUM) I LAP WEATHER BARRIER OVER FLASHING AND SECURE WITH STARTER STRIP I Z i Sx5 GALV FLASHING OVER ROOFING MEMBRANE (NAIL TO ROOF z I DECK - NOT WALL SHEATHING) .� i OPTIONAL CAP SHINGLE - DO NOT NAIL \� z i (INSTALL W/ ROOF CEMENT) I I ASPHALT SHINGLE ROOFING OVER PEEL 4 STICK OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) OVER ROOF MEMBERS ROOF CEMENT DETAIL:WALL FLASHING -Al AFFL]ED WOOD FINISH, SOLE: NOT TO SCALE (INSTALL SHINGLES USING "WEAVE" METHOD 1 - EXTEND (1) FULL END SHINGLE 12" MIN PAST CENTER LINE OF VALLEY. SEE MANUFACTURER'S WRITTEN INSTRUCTIONS FOR ADDITIONAL INSTALLATION INFORMATION 2 - DO NOT NAIL 6" MIN FROM VALLEY CENTER LINE ASPHALT SHINGLES OVER PEEL 4 STICK OVER PLYWOOD ;SHEATHING (PER END'S DETAILS) OVER ROOF MEMBERS 24" WIDE METAL VALLEY FLASHING OVER 450 FELT (MIN) DE TAI VALLEY FLASHING, SCALE: NOT TO SCALE 't I 4 -ALL FINISH ASSEMBLY ' L,P WEATHER BARRIERS " O R NAILING FLANGE? E 55 GALV FLASHING K -OUT FLASHING f DETAIL)�'�� 110, r � ASPHALT SHINGLE ROOFING EXTEND KICK -OUT FLASHING 2" BEYOND FASCIA' WATER TIGHT SEAL PLYWOO6 SHEATHING NOTE: PER ENG'!S DETAILS INSTALL KICK -OUT FLASHING AT BOTTOM OF ROOF 4 WALL PEEL 4 ICK INTERSECTIONS UNDERL T GALV EAVE DRIP 1x2 P.T. FURRING (OPT - SEE WALL SECTION) FASCIA DETAIL- WALL/KICK-OUT FLASHI1'�lC SCALE: NOT TO SCALE H W U (K W aoWV ei omwwoww WW--ppW� OW�QVl--o INSTALL SHINGLES OVER y~m Z»p D aEZM�>-W3wa c<oc<monj FLANGE AT HEAD ASPHALT SHINGLE ROOFING 0 IN �p "'00D ? W M iNe OVER PEEL 4 STICK OVER — RSnj (A t—Lu aI OPTIONAL - PROVIDE LEAD VENT PLYWOOD SHEATHING >� SgI :5 < BOOT WITH INTEGRAL FLAN (PER END'S DETAILS) (L o OVER ROOF MEMBERS VENT STACK - SEE BUILDER FOR = t; SIZE 4 LOCATIONS a PRE -FORMED FLEXIBLE BOO FLASHING W/ INTEGRAL FLANGE W N ^. SET 1N PLASTIC ROOF CEMENT -----__ INSTALL FLANGE OVER U. SHINGLE AT BASE a< NOTES: I - INSTALL IN STRICT ACCORDANCE WITH F)LILI Of MANUFACTURER'S WRITTEN INSTRUCTIONS a 2 - APPLY ROOFING CEMENT OR SELF -ADHERING " LLJ FLASHING OVER FLANGE AT HEAD ONLY mw DETAIL& VENT STACK FLASHING cq <wW _ [�� c SCALE: NOT TO SCALE WALL SHEATHING PER ENG'S DETAILS lidNO�)i�i STUCCO FINISH ASSEMBLY w OVER APPROVED W w zcr WEATHER BARRIER • . Q - M -J E �' EXTEND PEEL 4 STICK W W 8 UP WALL 7" (MINIMUM) DOOR F-LA5I4ING INSTALLATION WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE DOOR INSTALLATION. _ FLASHING AT HEAD 4„ EXTENDS I" MIN BEYOND I!4" 06 JAMB FLASHING. 5 I HEAD FLASHING MIN APPLY 4" WIDE SELF ADHERING MEMBRANE FLASHING, OVERLAPPING DOOR FRAME 1/4" 4" EXTEND SELF ADHERING MEMBRANE FLASHING f" MIN BEYOND JAMB FLASHING ® JAMB FLASHING APPLY 4" WIDE SELF ADHERING MEMBRANE FLASHING, OVERLAPPING DOOR FRAME 1/4" (3]3 INSTALL DOOR ! THREWLD INSTALL DOOR PLUMB, �— LEVEL AND SQUARE PER MANUFACTURER'$ WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT APPLY SEALANT AT { CORNERS AND FRONT /(I EDGE OF THRESHOLD cur I( I WEATHER RESISTANT BARRIER (WRB) { I I ATA 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL:. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE { TOP CORNERS. AND CENTER TO THE EXTERIOR / UPS SURFACE ABOVE. CUT WEATHER BARRIER AND FOLD / IN AND AROUND DOOR JAMB (., LAP STUCCO FINISH ASSEMBLY AND WEATHER BARRIER OVER STUCCO STOP ,,. STUCCO STOP Z i 5x5 GALV FLASHING OVER ROOFING: MEMBRANE (NAIL TO ROOF Z DECK - NOT WALL SHEATHING) OPTIONAL CAP SHINGLE - DO NOT NAIL \n Z i (INSTALL W/ ROOF CEMENT) I 46I6WALT SHINGLE ROOFING OVER PEEL 4 STICK OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) OVER ROOF MEMBERS ROOF CEMENT DETAIL:FLASHING AT STUCCO, SCALE: NOT TO SCALE WALL SHEATHING PER EN&S DETAILS APPLIED WOOD FINISH (SEE ELEVATIONS) OVER APPROVED WEATHER BARRIER EXTEND PEEL 4 STICK UP -WALL 7 (MINIMUM) I LAP WEATHER BARRIER OVER FLASHING AND SECURE WITH STARTER STRIP I Z i Sx5 GALV FLASHING OVER ROOFING MEMBRANE (NAIL TO ROOF z I DECK - NOT WALL SHEATHING) .� i OPTIONAL CAP SHINGLE - DO NOT NAIL \� z i (INSTALL W/ ROOF CEMENT) I I ASPHALT SHINGLE ROOFING OVER PEEL 4 STICK OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) OVER ROOF MEMBERS ROOF CEMENT DETAIL:WALL FLASHING -Al AFFL]ED WOOD FINISH, SOLE: NOT TO SCALE (INSTALL SHINGLES USING "WEAVE" METHOD 1 - EXTEND (1) FULL END SHINGLE 12" MIN PAST CENTER LINE OF VALLEY. SEE MANUFACTURER'S WRITTEN INSTRUCTIONS FOR ADDITIONAL INSTALLATION INFORMATION 2 - DO NOT NAIL 6" MIN FROM VALLEY CENTER LINE ASPHALT SHINGLES OVER PEEL 4 STICK OVER PLYWOOD ;SHEATHING (PER END'S DETAILS) OVER ROOF MEMBERS 24" WIDE METAL VALLEY FLASHING OVER 450 FELT (MIN) DE TAI VALLEY FLASHING, SCALE: NOT TO SCALE 't I 4 -ALL FINISH ASSEMBLY ' L,P WEATHER BARRIERS " O R NAILING FLANGE? E 55 GALV FLASHING K -OUT FLASHING f DETAIL)�'�� 110, r � ASPHALT SHINGLE ROOFING EXTEND KICK -OUT FLASHING 2" BEYOND FASCIA' WATER TIGHT SEAL PLYWOO6 SHEATHING NOTE: PER ENG'!S DETAILS INSTALL KICK -OUT FLASHING AT BOTTOM OF ROOF 4 WALL PEEL 4 ICK INTERSECTIONS UNDERL T GALV EAVE DRIP 1x2 P.T. FURRING (OPT - SEE WALL SECTION) FASCIA DETAIL- WALL/KICK-OUT FLASHI1'�lC SCALE: NOT TO SCALE H W U (K W aoWV ei omwwoww WW--ppW� OW�QVl--o as w�� .- tn N y~m Z»p D aEZM�>-W3wa c<oc<monj }a V L 0 IN �p "'00D ? W M iNe o — RSnj (A t—Lu aI >� SgI :5 < (L o cr = t; a L.L.co W N ^. U. m04 a< F)LILI Of a " LLJ W Q mw W cq <wW _ [�� c lidNO�)i�i Vl � w W w zcr 0 I'— D o Q - M -J E W W 8 U°cr. O m aZ z o � z O �,Jaoo� M - C4 W U N wJs Ix �jj o) W Ztz � co D _J U w� z z D W�/ j 0 V! WCC C) C W W V O J c� z W OI y � tl m r !� v v 3 v O to ..� U Pian #: K1557 Job #: 16-1059 A7ml ELECTRICAL LEGEND PRE W IRE ® 220V OUTLET 8 BRACE CEILING FAN (:I= 110V OUTLET W/ LIGHT IIOV OUTLET IN CABINETPRE W IRE 8 BRACE WP WEATHER PROTECTED CEILING FAN 110V OUTLET (NO L IGHT) GFCI -; FLUOR LIGHT IIOV OUTLET W/ GROUND POOL EQUIP �CI FAULT CIRCUIT INTERRUPT To BE ON SUMMER ISOLATION -----------ue uC UNDERCAB RIBBON KITCHEN MOUNTS LIGHTING =i:) --GARAGE DOOR OPENER (I0' -I" M HT)X_�Z\ CEILING EXHAUST FLOOR PLUG FAN/LIGHT FIXTURE ® WP ® — — — — — — — ® ® CEILING EXHAUST FAN EQUIPMENT OUTLET --------- �- � ► Pool EQUIP � � =� (VERIFI' POWER .NEEDS) W — * SU I TE I I RECESSED I c Isc (Ira' -I" i\� �' I ( LIGHT FIXTURE CEIL) + (i0 I CEIL) I I $ SWITCHES GAS GRILL , 1 DIRECTIONAL RECESSED EIL1) /11 /�, /- - - - ( I LIGHT FIXTURE $s 3 -WAY SWITCH I \--------- + \ 1I \ I 1 CEILING MOUNTED $n DIMMER SWITCH I I _------------ wP LIGHT FIXTURE _ \� \- �- — — — — i GFCI I ® CEILING MOUNTED DJ DOOR JAMB SWITCH PENDANT FIXTURE HOME OFFICE WALL MOUNTED -'�,---- 11®'-1" CEIL) �\ `� i ; i / I I LIGHT FIXTURE ® SMOKE DETECTOR I / WP O GH \ 1 GFCI — - _ ij'. DOUBLE ROOM \ r '.. i ; �' ' 2 I 1 FLOOD LIGHTS Dlsc I (1m'-1" IE WT) `�\ ` ; I ® - ; /; ,� `.\ I I DISCONNECT SWITCH — — — — — — — - — — — — \\\ P �\ �,- I -(- �' Y�,�• , DATA OUTLET CARBON MONOXIDE ® — — — - — ® — — — — — — — — — — — — — — - - — — \`� I I i , ,"---- ONt \ — — - ® (PHONE CABLE) ® DETECTOR 4 ALARM \ PO C H '4 ® IE — — — — — TELEPHONE JACK n D ; I EcB ELEVATOR CALL BUTTON GALLERY / !i �' ��\ i I I -f}} TELEVISION JACK VAULT I / `� ' , / 1 / /� / / \ ----- / 1 1 I I0 '' L.IF. LOCATE IN FIELD --'' /' rm� GAS ` ' U -� / �\ LIGHT \ I I SOY LW OO I I / +-• _�:=r �_ > ---------- ' / �- �I `-- TO FRONTPROVIDE JUNCTION i 1� i (10 1 CEIL) i I i I LANDSCAPE COV BOX FOR FUTURE — — -- — — I --' + ,/ Ii FUtURE i . pLIGHTING\ \ ! 1 CEILING FAN I CI \ ELEVatoR ;ELECTRO"'ICAL N I, OUCH � ; ; -----�--------------------- �---------------- t ` -----1--------------------- ---------------------------I i I GFCI GFCI i I(*UME CEIL)EPANEL1C - --- , TO POOL I \\ LIVING I4ITGFCI I 1 LIGHTS I�\� I ,, _ I i - ALL ELECTRICAL WORK TO BE IN ACCORDANCE _ \ (VOLUME CEIL) i 1 --------_"--- `-- WITH NFPA I- - 2011 NATIONAL ELECTRIC CODE. \� r' \� \ \\ ��� �,__----- ------ I ELECTRIC- Imo,/� ' GENERAL CONTRACTOR TO CONFIRM THAT ALL ` '--- �, t0 LI�HtS_. ELECTRICAL REQUIREMENTS ARE COMPLIED WITH, HEAT PUMP WATER INCLUDING BUT NOT LIMITED TO: OUTLET SPACING, \ A �,� I �� i i ,.-- �� `� `\ � SWITCH \ r� HEATER G.D.O. �� ABOVE�-� �� 1 OUTLET/SWITCH LOCATIONS IN WET AREAS, LOCATIONS TO I i �\ `\, _ \\ `� ; ; � s' GARAGE 1 OF GFCI OR OTHER PROTECTIVE DEVICES, ETC. LIGHTING I IP . \\ \\ CI INC CIm'-1" 1E HT) I G cI2 P - ROVIDE ARG -FAULT CIRCUIT INTERRUPTER (Ar -CI) ----------------- - — — +- — — — — — — — r REF r ! PROTECTION THROUGHOUT, WITH A LISTED _—------------------------------.,_� ' AFCI, AS REQUIRED PER 210-12 (A) (B) 4 (C) K(�'�./1-TSN /' t - __-- �----- AND SBC 83902.12 -'1 I PIITRY GFCI //'J/L---`' r ra 1 to 1 "" i/ " "- . / Wiwi n� w -u / / / `� ! a 1/A/ADI /� A F I C1--L�1r! AL Int It 1-t\tl If.l-//1 1/►1 1 _ IN l r'_l"_ /� LSj/\\ , 11- %Iry -1 va=lue % � // ----- / /r `�1 -4 - Ifc/IG/�o v1"; r-iJ..L - 1 �1`I ip"ININ=1V 1 T -I^ I t4rgr.=7 1%001 uv= ///// - / -""--- HIGH -EFFICACY LAMPS PER "..- ` (BID =e' 9GFCI I -- i j JFBC - ENERGY CONSERVATION 8404 -- GFCI w I r -1r - /"--. G D.O. 1 W II GDISP SWITCH LID - I 4 - LAYOUT: THIS DRAWING IS DIAGRAMATIC IN �\ \�\ - — — I--\ci)IN CABINET �- ---- I NATURE AND SHOULD NOT BE SCALED. ELECTRICAL --- I EQUI NT SHOWN IS IN GENERAL LOCATION. O ` - -- - _ GENERAL CONTRACTOR TO PERFORM WALK-THRU _ gym" AAs cooKtoP ` swlrcN LND I OF THE -HOUSE WITH THE OWNER PRIOR TO W/ VENTED HOOD ,— 1oi=R CAB (1@'-1" cI:IL) \\ GFCI GFCI INSTALLATION OF OUTLETS, SWITCHES, FIXTURES, ----- uc i uc o o �, uc THERMOSTATS, ETC. r --_� - OVENS , ' h I O O �,A GFCI �'—D14sc DI C ' L ELECTRIC 5 SECURITY SYSTEM: REVIEW SECURITY REQUIREMENTS \ � METER WITH O NER PRIOR TO =START OF WORK. WP `/ \ GFCI j ' 6 SMOKil E CARBON MONOXIDE DETECTORS: `------- GENER L CONTRACTOR TO VERIFY THAT DETECTORS UTILITY YARD ARE P OVIDED AND INSTALLED IN QUANTITIES AND LOCATIONS AS REQUIRED BY CODE. N 7 - COORDINATION: GENERAL CONTRACTOR TO COORDINATE THE WORK OF ALL MECHANICAL AND ELECT ICAL CONTRACTORS TO ENSURE WORK DOES f:lm;vT FLOOR` ELECCAL F AN NOT C NFL ICT WITH OTHER TRADES. SCALE; 114" = 1'-0" 8 DATA/PHONE/GABLE: GENERAL CONTRACTOR TO PROV E A CENTRAL DATA CONTROL BOX FOR DATA, PHONE1 AND CABLE WIRES TO BE RUN. PROVIDE HOME- NS TO BOX FOR ALL PHONE AND CABLE WIRES. NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN to PREPARE THESE DRAWINGS To COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES To THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES TWAT THE PURCHASER WAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS to MEET COMPLIANCE. - (SEE L7TA COMPANY FOR LAYOUT) HVAC: NOTES 9 - FIXTURi HEIGHTS/WEIGHTS: GENERAL CONTRACTOR TO VEiIFY THE WEIGHTS OF ALL HUNG FIXTURES AND PROVIbE BLOCKING AS REQUIRED. FOR EXTREMELY 1 - PROVIDE TWO (2) HVAC UNITS HEAVYj� ITEMS, CONSULT WITH THE ARCHITECT OR ZONE 1: ALL FIRST FLOOR ENGINEER. HEIGHTS OF WALL MOUNTED FIXTURES SHALL ZONE 2: ALL SECOND FLOOR 5 CONFIRMED WITH THE OWNER PRIOR TO INSTALLATION ROUGH BO ES. 2 - VERIFY THERMOSTAT LOCATIONS 10 - PROVIDE WHOLE HOUSE SURGE PROTECTOR WITH THE OWNER AT MAN PANEL. Q o V OPV C~.7 X� t�aW WWW WWll---11---pW� ow a�%a�Q r mN C? vy 285SON Qom'-1-ZWW is cl�� �a0a t W LuC 1 XE Fw apCM� UWLu ucj)� 5: c<0 :3 aY. cn � SN a LL fo I uj N U- g m o uj uj M v, p M ct LLJ J W ►- Q m N wz toU a r r N p6�W MQ�l cn W w Z M a o cn Q M J .� W U_ E U ° CC O a . CL LLI i- a z w o Z d c rn JQ oo W U - �N N w -Jv 1= w� W Z M _ v co �1 w i' � W z z W 0 0() V, W � � Q rr W W �. - 0 J (.)Z W > 0 0 „I r 0 e M \ 'd' ° ° 0 Plon #• K1557 16-1059 • El ■ i ELECTRICAL. LEGEND PRE W (RE 0 220V OUTLET � BRACE CEILING FAN I10V OUTLET W1 LIGHT Fes- 110V OUTLET PREW IRE IN CABINET 4 BRACE AWP WEATHER PROTECTED CEILING FAN IIOV OUTLET (NO LIGHT) GFCI FLUOR LIGHT 110V OUTLET W/ GROUND GFCI FAULT CIRCUIT INTERRUPT uc---uc UNDERCAB RIBBON GARAOO r= DR OPENER ---- LIGH I ING Ata CEILING EXHAUST FLOOR PLUG �---------------------------------------I- —---------- - --I FAN/LIGHT FIXTURE I ® CEILING EXHAUST FAN EQUIPMENT OUTLET I BATH *2 I (VERIFY POWER NEEDS) I SU I TE 02 RtGEssED LIGHT FIXTURE j'-�� I , I DIRECTIONAL RECESSED SWITCHES 1 ' lf LfGHT FIXTURE $a 3 -WAY SWITCH FC i CEILING MOUNTED $D DIMMER SWITCH , �' ` L GHT FIXTURE 1 CEILING MOUNTED D,� DOOR JAMB SWITCH L.1 r=. � I PENDANT FIXTURE \ SMOKE DETECTOR , •\ i I -(1- WALL MOUNTED I , LoHT FIXTURE r---------------- i ; `; j I DOUBLE ' I FLOOD LIGHTS DISC cr-i DISCONNECT SWITCH Fop�, +t` +t` �' ►L.IF�,''-- ,' i ( I DATA OUTLET ® I I (PHONE E CABLE) Co CARBON MONOXIDE L ---------T-------------', �/ / �' ,' I L-- --, DETECTOR ,4LAi�'1 1 — — — — — — — ► i i` '- --' ) -Q TELEPHONE JACK I ECB ELEVATOR GALL BUTTON SU I TE 413 ( ++ TELEVISION JACK (V-111 CEIL) I IJ. ` ` = ® I L.IF. LOCATE IN FIELD `arrlc CD ! i FUTURE AT t t %� ELEVATOR ; - - - -1-I ELEC/ 1 �i I CA NOTES t � c3_1 TOI i TO SWITCH , - �, CEIL BELOW i WVAc ,41-L ELECTRICAL WORK TO BE IN ACCORDANCE - , WITH NFF �- - 2011 NATIONAL ELECTRIC CODE. 6 GENERAL CONTRACTOR TO CONFIRM THAT ALL ' �i I CEIL , I I ELECTRICAL REQUIREMENTS ARE COMPLIED WITH SUIS I i 1' I I INCLUDING BUT NOT LIMITED TO: OUTLET SPACING, I I PANEL 1 �' -- ,' I I OUTLETiS'"WITCH LOCATIONS IN WET AREAS, LOCATIONS II GFci I I OF GFCI OR OTHER PROTECTIVE DEVICES, ETC. ! D 2 PROVIDE ARC -FAULT CIRCUIT INTERRUPTER (AFCI) — -1— — — — — — — — — — — — J I / ! I+ , t, . �� _--------__, GFCI I 1 I PROTECTION THROUGHOUT, WITH A LISTED r------- / , - ,'/ ; �, `` - OWNERSisiff I I I AFCI, A$ REQUIRED PER 210-12 (A) (B) 4 (G) ,,L , ( t BATH i I I AND FBC 83902.12 VAULT I r i `t (9'-1" CEIL) -�•" I i �� i _ GFCI �'-'_`�, FCI 10096 OF ALL PER"1ANENT FIXTURES TO USE dr1hL _ i 1 HIGH -EFFICACY Lr4thP5 PER I I FBC - ENERGY CONSERVATION 8404 VAULT I ,` � _- I I I 1 +4 - LAYOUT: THIS DRAWING IS DIAGRAMMATIC IN NATUR AND SHOULD NOT BE SCALED. ELECTRICAL EQUIPMENT SHOWN 15 IN GENERAL LOCATION.. _ I HERS I I HIS i I I GENER L CONTRACTOR TO PERFORM WALK-THRU I / i OWN t (9 -1 CELL) (9'-I" CEIL) 1 ) I `> L — — — — — — — — — i L _ _ — _ , OF THE §HOUSE WITH THE OWNER PRIOR TO I // > SUIS INSTALLATION OF OUTLETS, SWITCHES, FIXTURES, I / L-I.�,�(voLurrE cErL�LL.\ THERMOSTATS, ETC. J3 !k3 L--------------------------------------------------- F5 - SECURI'`t' SYSTEM: REVIEW SECURITY REQUIREMENTS WITH O1NER PRIOR TO START OF WORK. - S1"IOKE 4 CARBON MONOXIDE DETECTORS: GENE L CONTRACTOR TO VERIFY THAT DETECTORS ARE P OVIDED AND INSTALLED IN QUANTITIES AND LOCAT NS AS REQUIRED BY CODE. _ I COO INATION: GENERAL CONTRACTOR TO SECOND ;COORDINATE THE WORK OF ALL MECHANICAL AND Z ELECT ICAL CONTRACTORS TO ENSURE WORK DOES SCALE: 1/4" = 1'-0" NOT C NFLICT WITH OTHER TRADES. _ 6 - DATA HONE/CABLE: GENERAL CONTRACTOR TO PROVI E A CENTRAL DATA CONTROL 50X FOR DATA, HVAC 02 IN ATTIC STORAGE TRUSSES ABOVE. PHONE AND C45LE WIRES TO BE RUN. PROVIDE HOME- NS TO BOX FOR ALL PHONE AND CA5LE WIRES NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL 6UILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWING$ TO MEET CODE COMPLIANCE, POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUME$ THE RESPONS151LITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL IBUILDING OFFICIALS TO MEET COMPLIANCE. CATTIC rt-`/AL;E TO t5tz Dt= I tK ''IINt=D BY (SEED TA COMPANY POR LAYOUT) TRUSS 1" IANUFACTURE - PROVIDE DECKING 9 -. FIXTU HEIGHTS/WEIGHTS: GENERAL CONTRACTOR TO VE PY THE WEIGHTS OF ALL HUNG FIXTURES AND PROVI E BLOCKING AS REQUIRED. FOR EXTREMELY HEAVYITEMS, CONSULT WITH THE ARCHITECT OR ENGINEER. HEIGHTS OF WALL MOUNTED FIXTURES SHALL BE CONFIRMED WITH THE OWNER PRIOR TO INSTALLATION OF ROI GH BOXES. 10 - PROVIDE WHOLE HOUSE SURGE PROTECTOR AT MAIN PANEL. H ��CLWW�Qcd �pt-UWW GWQ QO�-� ZMjyN oOm F IW1�ZH i cleQ�fnN aa WixgCAM O WW� >- U ce 1-- U N gw$M W �- _� zNNrzfA SgN S a� U g� QIx _ W c - Iii 5 W U- '- U. m D 0 uj N cnRas U UJ m� W � M FZ= w oa'c�ri r000 °C W w Z M 0C7 p CV Q W u O } O -'WY as m D z C a M JQaCN Om m w U !/1 N N uw _j c ui W � � ztz _ o � m D J U w� Q z w 0 0 V Z wU w w c �: 0 0 J (� z Lu to u CSS U_ m N d. 3 v V) ..J 0 Plan #: K1557 Job #: 16=1059 SHEET NUMBER El ■ OFFICE COPYcn cos N �. Im u— O" C-) JOB: 372417A PHILLIPS BUILDERS � m LOC: LOT 146 ATLANTIC BEACH CC o S 4'1"8 F-4'1"8— 8' 52"8 12' 10' 6'2^4 6' 13'9"12 8'�—sa^—I PLAN: CLOWER RESID o o DESIGNER: RICHARD TINGLEY ti� o PITCH: VARIES 8� p� �o F1 D36 OVERHANG: FIELD APPLIED r FLOOR SYTEM: 20" SYS42 cJSo_ _ - - _ WIND CODE: 130 MPH EXPOSURE C CLOSED G44 ooI I I I D37 N N N N co N N °' °' I I I r ALL TRUSS PLATES ARE ALPINE PLATES m m m m m m m m o m Fla za^ oc ALPINE WAVE PLATE APPROVAL # 1999.3 N00 11 11 w I I I I ALPINE HS PLATE APPROVAL# 1999.2 w 41" N EJ46 I I I I D38 ENGINEER OF RECORD APEX ENGINEERING 22a=111 0F2 I I `� JEFFREY P ARNESON CJ50 > 2a^ oc 4745 SUTTON PARK CT SUITE 402 JACKSONVILLE, FL 32224 1'1"8 �� G43 I I BM_2 I I 904-821-5200 o m LICENSE NUMBER: 58544 U F3 I I F5 N U a> mm M n m n co mq U U U U U a a v a a a I I I I o ENGINEER OF RECORD TO REVIEW J 00 o F4 Fs I I N ALL BEAM AND TRUSS ENGINEERING w10 N AND SIZE FOOTERS, HEADERS, COLUMNS AND w LL CAPS WHERE NECESSARY. TRUSS FABRICATOR a r2^ WILL NOT BE RESPONSIBLE FOR °o REPAIRS RESULTING FROM A TRUSS OR z o E4o I I BEAM BEING INADEQUATELY SUPPORTED. s z, U Q m HANGERS ON JOB AREAS FOLLOWS ol � o "26 UNLESS NOTED OTHERWISE w = ? oo �o $oo o APPLICATION PART APPROVAL # o. v �. a o t y d 1!0 3: Li _ - - - _ - - - - - - _ - _ 0 1 -PLY TRUSS HTU26 FL10655.8 Ci5o 41 FLOOR TRUSS HU48 FL10655.14 _ `-' ° ` d — -- — CJ49 O N o a c o r N ALL BEAMS ARE onCENTER LVL 2.OE BY BLU ELI NX a 6'1^8 N O ►—mm cI a o EJ45 X APPROVAL #FL15354 w h 11 1 HN E4a 8o„y c�as co BM -1 2-1.75" X 20" LVL 24' w m o d m m m m LL lL lL l�L n r r BM -2 2-1.75 X 20' LVL 7 a_ J o cJso E o o 21 "6 L rn N L " 9-9-0 WALL HEIGHT rzzzzzzzz 10-1-2 WALL HEIGHT r"N 6'1"8 9'10"8 6' '0"4 m 16'8" 3'4"1T4" 9 15-2-8 WALL HEIGHT (n 0 06 _(Dcv N cv cvLL� JOB: 372417A PHILLIPS BUILDERS V °' L LOC: LOT 146 ATLANTIC BEACH CC do . 0 PLAN: CLOWER RESID a DESIGNER: RICHARD TINGLEY PITCH: VARIES OVERHANG:' FIELD APPLIED FLOOR SYTEM: 20" SYS42 WIND CODE: 130 MPH EXPOSURE C CLOSED ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 ENGINEER OF RECORD APEX ENGINEERING JEFFREY P ARNESON 4745 SUTTON PARK CT SUITE 402 JACKSONVILLE, FL 32224 904-821-5200 LICENSE NUMBER: 58544 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY.. TRUSS FABRICATOR rs^ WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM ATRUSS OR .F BEAM BEING INADEQUATELY SUPPORTED. E HANGERS ON JOB ARE AS FOLLOWS o UNLESS NOTED OTHERWISE Lu APPLICATION PART # APPROVAL # "- E 0 1 -PLY TRUSS HTU26 FL10655.8 w FLOOR TRUSS HU48 FI -10655.14o 9 m jg ALL BEAMS ARE onCENTER LVL 2.0E BY BLUELINX 2 Pis APPROVAL #FL15354 c,- - Z � � d N � d ED L"S�E BM -1 2-1.75" X 20" LVL 24' w BM -22-1.75"X20" LVL 7' a= Eos L 9-9-0 WALL HEIGHT 10-1-2 WALL HEIGHT 15-2-8 WALL HEIGHT 13712 5'4"- �1 01 HER I II / 1 lime / ■ill • II010 — SEEMS _ / / Ii I+ ill I all iol .. 10,� II li I �I� �I■I®I®I®I®I� l / I� _ j �I■I®I®I®I®�� �-z rii oss iii rii �i� ®rte iii i s iii MMO di isi eii ►ie ►ii Mer =-= _ii z �i��. iii ai w.i: iii: qui r iii v ic_ (n 0 06 _(Dcv N cv cvLL� JOB: 372417A PHILLIPS BUILDERS V °' L LOC: LOT 146 ATLANTIC BEACH CC do . 0 PLAN: CLOWER RESID a DESIGNER: RICHARD TINGLEY PITCH: VARIES OVERHANG:' FIELD APPLIED FLOOR SYTEM: 20" SYS42 WIND CODE: 130 MPH EXPOSURE C CLOSED ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 ENGINEER OF RECORD APEX ENGINEERING JEFFREY P ARNESON 4745 SUTTON PARK CT SUITE 402 JACKSONVILLE, FL 32224 904-821-5200 LICENSE NUMBER: 58544 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY.. TRUSS FABRICATOR rs^ WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM ATRUSS OR .F BEAM BEING INADEQUATELY SUPPORTED. E HANGERS ON JOB ARE AS FOLLOWS o UNLESS NOTED OTHERWISE Lu APPLICATION PART # APPROVAL # "- E 0 1 -PLY TRUSS HTU26 FL10655.8 w FLOOR TRUSS HU48 FI -10655.14o 9 m jg ALL BEAMS ARE onCENTER LVL 2.0E BY BLUELINX 2 Pis APPROVAL #FL15354 c,- - Z � � d N � d ED L"S�E BM -1 2-1.75" X 20" LVL 24' w BM -22-1.75"X20" LVL 7' a= Eos L 9-9-0 WALL HEIGHT 10-1-2 WALL HEIGHT 15-2-8 WALL HEIGHT BRICK BORDER EXPANSION JOINT BRICK BORDER 4" CONC SLAB 4" CONC SLAB FINISHED GRADE ° a ° — — _ --- °I I -I 1-1-I I -I I -I II1=1I1=1 ° III-1I1-1I1-1II_III 4.a. d a Q ° °.. d a' a -III—III .III I (I ° ° ° ° I I— III— III—III -I.LI _—I _ ° _ 1=1 I-1 11=1-1 1= -111- I I ,III- ill— �_I=III= ; I III- ,2'� , ,III, , I -I =1 4,1 -1 III _III=1 =1 I I III 15RICK50R,21&?wm1*,)1ERATI CSG D AT EXPANSION JOINTS,DORIVEWAY EDGE SCALE: 11/2 _ i'—�D" SCALE: 11/2" r, i 1 PROVIDE SWALE 48"h BRONZE AS NEEDED FOR ROCK SALT FINISH ALUMINUM DRAINAGE CONC SIDEWALK POOL FENCE t4' VERIFY (SEE DEVELOPMENT'S 9,1 (TYPICAL) 9.8 10.3 WIDTH SITE REQUIREMENTS) N04624' 221.6 CURB m 120.00' GATE W/ M INLET POOL LATCH 5' S.R.L. GRAVEL 2933' DRY -WELL FOR Po01 � - - - - � DECK DRAIN r PORCH SUMMER VERIFY (VERIFY IN A ROOM KITCHEN � POOL EQUIPMENT rSTEP FIELD) 0 _ IN CLOSET _ VERIFY EASEMENT e 3 DRAINAGE i �� STEP 12' N 533' E,asErlEN-rLn �, i FRONT i m L ° V_ COY'D PORCH � i PORCH cn DRAINAGE 0 POOLTYPE r--- --- J _. POOL (-- 4" SALT FINISH ,4 CONCRETE SLAB ° DRAIN ( DRIVEWAY (TYPICAL) I GARAGE 8 BRICK �--- 1133' I 1= = 11.2 cn BAND AT GRAVEL I I (VERIFY I N I EXPANSION DRY -WELL VER N FIELD) JOINTS FOR POOL r (TYP) `4 DECK DRAIN `� I O (VERIFY IN i I EXTERIOR w I w FIELD) i SHOWER GATE W/ A/C A1C cri POOL LATCH120,00' UTILI'Cl' PARD r N04'241351' W 222. 2' 9.1 PROVIDE SWALE 9.8 GRAVEL UTILITY y 4�" SALT FINISH K 10.4 S" EDGE BAND I At EDGES (tYP) 48"h BRONZE A5 NEEDED FOR YARD PENCE M CONCRETE SLAB i ALUMINUM DRAINAGE (TYPICAL) POOL PENCE (TYPICAL) 22' SITE PLAN 1 SCALE. 1 = 10'_0�� LOT 146, ATLANTIC BEACH COUNTRY CLUB - UNIT TWO DUVAL, FLORIDA COASTAL OAK LANE, ATLANTIC BEACH, FLORIDA REF# 169505-2025 �a OFFICE COPY � o t' �wa omwww W W== p W i FU5 vaiEw 0w%%00_1._0 801 0 ,cWI<-i<-Z�� It OWN<=G ILI 0 O w:�v��11111_----- v PUwRI- � G�OM< V W —11 ` LLJ Z��F 5..C:) oC _� w aw CIEto� N W 8 LLL Q < t2 uj LLJ m 3 W W w® 4 o am ccr oW w Z 0 (� M � o V1 J W W 8 a 01 _j G 0 m 0C/)� Z. W Z O '^ � Vl W 0 M rC14. W 0 fn -10N w J c � �� w Z _ D 00 J 11J V z Z 7.) LTJ O W � cr. Q c W W 0 J F- -UZ (.) Z uw I N 11 m N 0 � 0 L Plan #: K1557 Job #: 16-1059 ADS SHEET INDEX DESIGN CRITERIA AND LO TABLE 7. METAL CONNECTOR SCHEDULE TABLE 2. WOOD STRUCTURAL PANEL SHEATHING REQUIR MENTS T STRUCT Buildtng C e N DIRECTLY STUCCO AND m Edition 2014 Florida Building and Residential Codes, 5 d ( ) Code for Design Loads _ _Z w ANSUASCE 7-10 HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. 1 ROOF LO ...........................................C =1.25 TOP CHORD LIVE LOAD .................................. 20 PSF TOP CHORD DEAD LOAD................................7 PSF BOTTOM CHORD LIVE LOAD 1 %" ATTICS WITH LIMITED STORAGE. ......... 20 PSF (PER FRG) TTI S WITHOUT STORAGE.......................10 A C PSF W/ N- NCURRENT ( NO CO BOTTOM CHORD DEAD LOAD ......... ..........5 PSF DING........ = WIND LOA ........ Cd -1.60 ASCE 7-10, 3S GUST......................................130 MPH BASIC WIND SPEED 123 ` EXPOSURE CATEGORY .................................. C BUILDING CATEGORY. ................. ............... 11 ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF........................ 0.18 C&C DESIGN PRESSURES ..............................' SEE TABLE 1' FLOOR LOADING..............................................C = 1.00 TOP CHORD LOAD..................................40 PSF TOP CHORD DEAD LOAD........... ..: ..........17 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD ......... ....:....5 PSF LOADING = 1.00 FLOOR GAME ROOM O SPECIAL F ) ( a TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD ........ ...... ..........17 PSF BOTTOM CHORD LIVE LOAD ..0 PSF BOTTOM CHORD DEAD LOAD ........................ 5 PSF MAXIMUM FLOOR TRUSS SPACING ..............16" O.C. DEFLECTION CRITERIA COMMON: 3, C ROO F TRUSSES .............................................. LL/240 - MTS12 TL/180 PLYWOOD INSTALLED VERTIC AL OR HORIZONTAL W/ 8d COMMON: 3'O MIN. /s OOD MAX°'UPTO TL AX LL DEPTH OF HEADER 40' SPAN O PEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 FIELD (BLOCKED HORIZONTAL PANEL EDGES). TL /240 ' TL MAX %4" WOOD I JOISTS ............................................... LL/480 MENDED TO BE TL/240 TL MAX Y z " INV1 CJ 3, 4 O O N DIRECTLY STUCCO AND 15 -r�, „ MIN.. / 32!16 SPAN RATED PLYWOOD INSTALLED VERTICALLY OR / 24/16 3� 16 ( INSTALLED _ _Z w ADHERED STONE HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. 2x4 F F NOTE 6 ( ) BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. +23.5 -30.74 x w LU SEE FRAMING -PLAN 1 %" 10d z J Q � 3" HORIZONTAL MIN /s X4/16 SPAN RATED PLYWOOD INSTALLED VERTICAL OR8d " W/ U -� a. ALL OTHER VENEER COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); 6" O.C. � (NOTE8) ( ) AT PANEL EDGES, 12" O.C.OCIN FIELD (BLOCKED HORIZONTAL PANEL EDGES) 123 ` O N TILE ROOF MIN`'% "32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 32 .,NUMfi�ER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP 0 U Z - NOTE 7 ( ) / RING HANK NAILS: 4" O.C. AT PANEL PERPENDICULAR TO SUPPORTS W 8d N S EDGES AN D U, _ DTB-TZ 8 O.C. IN THE FIELD CS18 U_ Q O w SHINGLE AND METAL ROOF S 5 „. MIN / 24/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION NAILS: 6" AT 12" D .7-0 z CE co( NOTE 9 PERPENDICULAR TO SUPPORTS W/ Rd RING SHANK O.C. PANEL EDGES, STRAP STUD ADJACENT TO HOLD DOWN MAY BE SUBSTIT TFD W/ U „ MIN 36 BL KW/ 1 TO END T D OC 20 Od S U ( ) O.C. N THE FIELD. O.0 Z Q- w z v v 0 a a .0 F I 0 � Q F Z Z r-UF-_3NaNQ0C�]F_UU FLOOR DECK SHEATHING: _ 2%2" T&G PLYWOOD OR 3/" ADVANTECH SUBFLOOR W/ 10d COMMON: 6" O.0 T PANEL (NOTE 5) EDGES, 12" O.C. IN THE FIELD. PORCH CEILING BOARD SHEATHING: T SUPPORTS / d MIN PLYWOOD OR CDX INSTALLED PERPENDICULAR O SU OR S W 8 W COMMON: 3, C 1,2,3 HTT45 O.0 AT PANEL EDGES, 12" O.C. IN THE FIELD. MTS12 „ SW DESIGNAT ED SHEAR WALLS. PLYWOOD INSTALLED VERTIC AL OR HORIZONTAL W/ 8d COMMON: 3'O MIN. /s OOD C .AT LL DEPTH OF HEADER L EDGESO.C.IN THE FIELD UNBLOCKED HO D PANE 6 O C ( HORIZONTAL PANEL EDGES), ), 12" O.C. (NOTE 8) FIELD (BLOCKED HORIZONTAL PANEL EDGES). EACH END NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 15/2" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN IEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). SUBSTITUTED ! GALVANIZED BOX NAILS. ALC SHEATHING MAYBE UTED W 8d 2. COMMON NAILS 1 N W 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL SPECIFICATION AND SUPP EMENTS OF 4. ALL WOOD STRUCTURAL PANEL SHALL. CONFORM TO THE MOST CURRENT APPLICABLES CURRENT APPROVED APA.MANF. SPECIFICATIONS. D FOR DIAPHRAGM DESIGN, FOR INCREASED FLOOR PERFORMANCE AND TO HELP 5. FLOOR FASTENERS ARE MINIMUM REQUIRE O H S RECOMMENDED. REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d ,CREW NAILS ARE RECO 1 15 RECOMMENDATION PER APA TECHNICAL WITH L PANEL EDGES IS AN APA ECO G 6. /2 32116 SPAN RATED OSB OR PLYWOOD WI BLOCKED P E G S BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, 7 „ PER F I LE VENEER 24/16 SPA INSTALLED HORIZONTALLY OR VERTICALLY L X B MIN STRUCTURAL REQUIREMENTS ARE,/� N RATING INST LLE INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. WALL SPECIFICATIONS. 7. 1%2"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD 15 3 ROOF. NT LL T BOR EQUAL MAY BE USED TO SUPPORT TILE WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, /.z APA RATED OS 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W1 UNBLOCKED HORIZONTAL PAN 1 EDGES. D F R H ARWALLS LE THAN 5' IN LENGTH. KIN IS REQUIRED O S E SS WOOD BLOCKING Q 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL PROVIDE ROOF SHEATHING RAN WITH ROOFING SPECIFICATIONS. MINIMUM; CONTRACTOR SHALL O DE O THING IN ACCORDANCE CE M EXTERIOR SPACING IN O.C. TABLE 3 MAXIMU R 1NALL STUD . 2RYP AX 1 R 0 CX �O 26 NOTES: AD MAY BE REDUCED PER Y LOADED LIVE LO 1. CONCURRENTL O FBC 1605.3.1.1. TABLE 5 FASTENERS IN S 1....::......... URAL SPECIFICATIONS ST -2 .....::.: ......... FOUNDATION PLAN ...... ........1ST ST 3 . ..LEVEL STRUCTURAL FRAMING PLAN ST -3A ....... .......:1ST LEVEL ROOF FRAMING PLAN ST -4 ................... 2ND LEVEL STRUCTURAL C URAL FRAMING PLAN 8T -4A ....... .........2ND LEVEL ROOF FRAMING PLAN ST -5 ... . ..........::......TYPICAL WALL SECTION SHEET ST -6 ...................... SECTIONS AND DETAILS ST -7 ...................... SECTIONS AND DETAILS ST -8 ...................... SECTIONS AND DETAILS LEGEND OR „OR„ .SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL C:) ALTERNATIVE FOR THE APPLICATION SHOWN O N UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL LO EOR ENGINEER OF RECORD r EW EACH WAY N OSB ORIENTED STRAND BOARD C)0 WSP WOOD STRUCTURAL PANEL O ■ SYP SOUTHERN YELLOW PINE 0) SPF SPRUCE -PINE -FUR CONT CONTINUOUS O NUOUS N_ O.C. ON CENTER CV LSL CN 1.55c TIMBERSTRAN LSL ENGINEERED EERED LUMBER, 1 3/4 WIDE, ( 3 1/2" WIDE LSLAM BEAMS S ARE EQUIVALENT Q LENT TO 2 -PLY 13/4" BEAM) M LVL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE -I PSL 2.OE'PARRALLAM P L ENGINEERED LUMBER, 3 1/2" WIDE, UNO. U' SYS 42 PROPERLY RATED PEN WEB HEADER W' J INTERIOR ROOF LO 'D BEARING WALL,P SPECIFICATIONS J ® OUTLINED ON TYPI L WALL ALL SECTION ,, S, DETAIL SHEETS � INT RIOR BEARING - Z E G ALL WITH N O UPLIFT. N O UPLIFT ANCHORS REQUIRED. QU RED. MINIMUM q, O f 1 " „ BOTTOM PLATE AN., ORA - GEIS ANCHOR OR 8 0 O.C. UNO ON FRAMING MING PLAN OR SW SPECIFICATIONS) V STRUCTURAL WOO BEAM CN CD /� FOUNDATION KEYNOTE CALLOUT A W, i-_ STUD COLUMN K Y E !°DOTE CALLOUT NUMBERSDWC1560 OF 0 CONNECTING TOP PLATE LATE TO STUDS. Q: NUMBER -, U ER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTER NATIVES AND MAY BE CONSIDERED INTERCHANGEABLE SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON SIMPSON USP USP FASTENERS +23.5 -30.74 Q_ SEE FRAMING -PLAN 1 %" 10d FASTENERS 3" 10d COMMON 0.148" 1 „ 1 n x 1 SDS SCREWS Y4" z 8 / / 12d COMMON 1 , 1 „ 8 x 1 WS15-GC ( ) a 2 3%a" 16d SINKER 0.148" ;t; 3-Y4" 123 ` 1 „ IN STUD 1 2' WOOD SCREWS I O SC E N STUD' .,NUMfi�ER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP J 9 10d COMMON ( ) W W ❑ Z Z a 0 a>- W N - w w F 4 W 9 10d COMMON ( ) DTT2Z` EMBED EPDXY OR DTB-TZ ' „ 1 " / !7J x 4/z EMBED EPDXY CS18 EACH END OF CS20 EACH END OF (3 EL F- 1- ❑w0ZL.1070❑ X - w 0 � � a Q SCREW ANCHOR OR SCREW ANCHOR STRAP STUD ADJACENT TO HOLD DOWN MAY BE SUBSTIT TFD W/ U „ MIN 36 BL KW/ 1 TO END T D OC 20 Od S U ( ) STRAP Z Q- w z v v 0 a a .0 F I 0 � Q F Z Z r-UF-_3NaNQ0C�]F_UU (18) 0.162" x 2 Y" IN = IVE STRENGTHF - 1. CONCRETE COMPRESS a OR FOOL INGS 2,500 PSI DAYS (ONO). (18) 0.162" x 2)/2" 1N 1,2,3 HTT4 STUD/BEAM/TRUSS 1,2,3 HTT45 STUD/BEAMITRUSS _5„ MTS12 7 10d x 1 1" MTW12 7 1 O x 1 1" LL DEPTH OF HEADER 5„ " MBE ANCHOR V f7J x 6 EMBED C Qi x 6" EMBED ANCHOR a O EACH END ' EACH END SHEET NO.. 1 �N CONCRETE MENDED TO BE IN CONCRETE (26) 0.162" x 2 Y" IN END STUDS CONNECTION (NOTES 5, 6, 7) (26) 0.162" x 2 Y" IN ST -1 1,2,3 HTT5 STUD/BEAM/TRUSS 1 2,3 HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON %$" O x 6" EMBED ANCHOR 5 0 / Id x 6" EMBED ANCHOR EACH END EACH ENC IN CONCRETE IN CONCRETE (20) %" x 3" SDS SCREWS (24) 3" WS IN STUD - HDQ8 SDS3 IN STUD GROUP PHD8 GROUP ` MSTA36 13 1Od COMMON ( ) MSTA36 (13) tOd COMMON Z., a O x 12" EMBED ANCHOR Z a O x 12" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE K INTO 38 16d SINKERS N O 38 16d SINKERS INTO ( ) 11 10d x 11/" IN 1`„ 11 10d x 1 IN STHD14 STUDS STAD14 STUDS HTS20 TRUSS/RAFTER TRUSS RA ER HTW20 T ROSS/RAFTER WET EMBED IN WET EMBED IN (11) 1 O x 1%' IN (11) 1 O x 1%" IN CONCRETE CONCRETE STUD STUD 1 „ 10 10d x 1 NAILS IN / ( ) z ( 10 16d COMMON NAILS. „ I 5 8dx1 .N O Yz „ 5 8d x1 IN O 2 LTT20B STUD 2 LTS19: IN STUD H2:5T/ TRUSS RT71 TRUSS 1„ " ED EPDXY / fd x6 EMB E OX Y2" t„ a / Qf x6 EMBED EPDXY z H A8 1" 1 I T 5 8dx N OP / 2 T R 7AT 1 n 5 8dx1 IN OP z OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE (5) 1 O x1 %" IN (5) 10d x1 %" IN (12) 16d COMMON NAILS 1 12 16d COMMON NAILS ( ) TRUSS TRUSS. 1 ABL,44 „ „ O x 7 EMBED EPDXY PAU44 5 „ „ / 0 x 7 EMBED EPDXY H8 5 10d x 1 %" IN O RT8A (5 10d x 1 Y" IN ) z TOP PLATE TOP PLATE 12 16d COMMON NAILS ( ) 12 16d COMMON NAILS ( ) 1 „ (9) 10d x1 / IN 8 8d x11 "IN O /z ABU66 V o x 7" EMBED EPDXY 1 PA U66 W 0 x 7' EMBED EPDXY TSP STUD LFTA6 STUD (12" EMBED AT GARAGE (12" EMBED AT GARAGE (6) 10d'x 1 Y" IN (8) 8d x 1 %" IN DOOR RETURNS) DOOR RETURNS) PLATE PLATE HU48, 14 16d COMMON IN HD48, (14) 16d COMMON IN (6) 10d COMMON 6 10d x 1 %"1N . HUC48 ' HEADER HD481F, HEADER- DSP IN TOP PLATE _ RSPT6 2 TOP PLATE HU28-2, (6) 10d COMMON IN BEAM HD28-2, 6 10d COMMON IN BEAM ( } (8) 10d COMMON (8) 1 O x 1 Y2" HUC28-2 HD28-21F IN STUD/HEADER STUD/HEADER HU410 18 16d COMMON IN HD410, (1,8) 16d COMMON IN (26) 16d SINKER IN (28) 16d SINKER IN HUC41 0, HEADER HD4101F , HEADER WALL FRAMING WALL FRAMING _ HU210 2, (10) 10d COMMON IN 1 - HD2 0 2, 10 1 COMMON I ( ) _Od C N LGT3 X „' 21 (12) SDS/a-x2 z LUGT3 1 „ ' '1„ (12) WS25 / x 2 z HUC210-2 BEAM HD210-21F BEAM IN TRUSS 1N TRUSS (4) %" x 1 %2" SDS SCREWS (4) Y4" x `1%" WS15 SCREWS HGAIOKT IN TRUSS/RAFTER (4) Ya" x 3" SDS SCREWS IN HGA10 IN TRUSS/ RAFTER � „ (4),/4 x 3 WS3 SCREWS IN 3DWC14500, SDWC15600 NO USP EQUIVALENT TOP PLATE TOP PLATE TITEN HD DIA. & EMBED SPECIFIED WEDGE DIA. & EMBED SPECIFIED ON PLAN BOLT+ ON PLAN S 1....::......... URAL SPECIFICATIONS ST -2 .....::.: ......... FOUNDATION PLAN ...... ........1ST ST 3 . ..LEVEL STRUCTURAL FRAMING PLAN ST -3A ....... .......:1ST LEVEL ROOF FRAMING PLAN ST -4 ................... 2ND LEVEL STRUCTURAL C URAL FRAMING PLAN 8T -4A ....... .........2ND LEVEL ROOF FRAMING PLAN ST -5 ... . ..........::......TYPICAL WALL SECTION SHEET ST -6 ...................... SECTIONS AND DETAILS ST -7 ...................... SECTIONS AND DETAILS ST -8 ...................... SECTIONS AND DETAILS LEGEND OR „OR„ .SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL C:) ALTERNATIVE FOR THE APPLICATION SHOWN O N UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL LO EOR ENGINEER OF RECORD r EW EACH WAY N OSB ORIENTED STRAND BOARD C)0 WSP WOOD STRUCTURAL PANEL O ■ SYP SOUTHERN YELLOW PINE 0) SPF SPRUCE -PINE -FUR CONT CONTINUOUS O NUOUS N_ O.C. ON CENTER CV LSL CN 1.55c TIMBERSTRAN LSL ENGINEERED EERED LUMBER, 1 3/4 WIDE, ( 3 1/2" WIDE LSLAM BEAMS S ARE EQUIVALENT Q LENT TO 2 -PLY 13/4" BEAM) M LVL 2.OE MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE -I PSL 2.OE'PARRALLAM P L ENGINEERED LUMBER, 3 1/2" WIDE, UNO. U' SYS 42 PROPERLY RATED PEN WEB HEADER W' J INTERIOR ROOF LO 'D BEARING WALL,P SPECIFICATIONS J ® OUTLINED ON TYPI L WALL ALL SECTION ,, S, DETAIL SHEETS � INT RIOR BEARING - Z E G ALL WITH N O UPLIFT. N O UPLIFT ANCHORS REQUIRED. QU RED. MINIMUM q, O f 1 " „ BOTTOM PLATE AN., ORA - GEIS ANCHOR OR 8 0 O.C. UNO ON FRAMING MING PLAN OR SW SPECIFICATIONS) V STRUCTURAL WOO BEAM CN CD /� FOUNDATION KEYNOTE CALLOUT A W, i-_ STUD COLUMN K Y E !°DOTE CALLOUT NUMBERSDWC1560 OF 0 CONNECTING TOP PLATE LATE TO STUDS. Q: NUMBER -, U ER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, UNO. 0 EFFECTIVE ZONE DESIGNATION WIND AREA IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 if +24.61 -26.70 +24.'G1 v ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN +23.42 -30.58 51 - 100 ftz +22.01 -24.09 HANCHt Y +20.91 -25.56 - TO MATCH WALL FRAMING SIZE AND GRADE, UNO. 0 EFFECTIVE ZONE DESIGNATION WIND AREA IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 if +24.61 -26.70 +24.'G1 v ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN +23.42 -30.58 51 - 100 ftz +22.01 -24.09 +22.01 -27.74 Y +20.91 -25.56 VINYL SOFFIT MAX PRESSURE (psf) +23.5 -30.74 Q_ SEE FRAMING -PLAN 1 %" 10d 0.131" 3" 10d COMMON 0.148" Q BOTTOMF T O STUD COLUMN CONNECTION t1 • 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL Z COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRE BOTTOM " ~ Q � PLATE ANCHOR WITHIN 3 OF STUD COLUMN � NUMBERF O SDWC15450 CONNECTING STUDS TO BOTTOM PLATE TABLE 1. COMPONENT TABLE 4: NAIL SIZE LEGEND NOTES: NOTES 1 2 3 4 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12 INCHES. OPTIONAL SIMPSON / x12 TITEN HD OR USP WEDGE � " PRESSURE TRcATED LU BER 2 HEADER STRAPPING KEYNOTE GALLOUT } a + ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL W ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. r- x D BOLT IS AN ACCEPTABLE ALTERN W Z � p ffi r- w - CLADDING DESIGN PRESSURES N n -- 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. UMBER OF STRAPS CONNECTING HEADER TO JACK STUD a [] Q 0 � w ❑ WINDOWS AND DOORS EFFECTIVE ZONE DESIGNATION WIND AREA IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 if +24.61 -26.70 +24.'G1 21 - 50 ftz +23.42 -25.51 +23.42 -30.58 51 - 100 ftz +22.01 -24.09 +22.01 -27.74 101 - 200 ftz +20.91 -23.00 +20.91 -25.56 VINYL SOFFIT MAX PRESSURE (psf) +23.5 -30.74 GARAGE DOOR PRESSURE SEE FRAMING -PLAN EY MAP ZONE K END Z END ZONE: END ZONES SHALL BE TAKEN AS THE 1ST 4.0' PER IRC FIGURE R301.2 (7) 4.0 FT (TYp) END ZONE DESIGNATION 2ND FLOOR NOTES: PRESERVATIVE FASTENER TYPE r- - DIAMETER„ LENGTH 8d COMMON 0.131` 2 Y" 8d RINGSHANK 0.113" 2=/" 1 Od x 1 %" 0.148" 1 %" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON ,.�._ 0.148" 3%a" 16d SINKER 0.148" ;t; 3-Y4" 16d COMMON 0.162" 3-y2" NOTES: PRESERVATIVE FASTENER TYPE r- ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND FASTENERS REQUIRED. 1 DTT2Z KINGMACK GROUP BOTTOM CONNECTION LO r CONNECTORS MUS HAVE ALL OTHER PT Z -MAY., G120 OR TRI LE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. n N N R M ,. H E GI EE ED LU EAD W ER FRAM INC KEYNOTE CALLOUT • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD Q ALL FASTENERS MUST BE HOT e . DIPPED GALVANIZE . 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY SUBSTITUTED WITH SIDE OPENING t] �- -- TYPE r- Q � w 0 w � Q Z t] - w Y F W DTT2Z TT ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION ,NSTRUCTIONS. EQUAL OR BETTER APPROVED ALT E 1 MSTA24 OF STRAP CONNECTING HEADER TO JACK STUD SW4 SW 3 rL I D p Z U U D j 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 1 DTT2Z KINGMACK GROUP BOTTOM CONNECTION LO r NO _ FZ _, a 0 - z W j_ J Z Z 0 (4) MSTA36/CS18 . POSITIVE PLACEMENT GUN NAI 2/ LONG WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAYBE USED FOR ABU POST 5 L5, z , BASE ANCHORS CS18 AND MSTA FLAT STRAPS. •.1ST LEVEL STUD GROUP. HOLDDOWN REQUIRED AT BASE OF STUD GROUP O Q 0 W LL F W w _ m Q a Q 0 a D F 0 U RE IR QU EMENT. n N N R M ,. H E GI EE ED LU EAD W ER FRAM INC KEYNOTE CALLOUT • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD Q Z a> W w N w W rn 0 0 0 WW tL>N-pa e . `._ .. _ TABLE 8• SPECIFIED S V WALLS GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. CO a m a F a F o>- W p 0� a .Z �w°�mZF a U . .,NUMfi�ER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP W W ❑ Z Z a 0 a>- W N - w w F 4 W I NOTES 1, 2, 3, 4 (2) 2x6- W Z Q w a 0 w F I I w � W Q I 0 4 F a Z w-3 0 ." _ HEADER FRA TE CALLOUT MLNGKEYNO C OU 2 2x10 - 1 / 2 - ';� .r � ;, , , O NUMBER F K � DS EA O IN U OF ' (n � (3 EL F- 1- ❑w0ZL.1070❑ X - w 0 � � a Q � :... W a I w❑p W 1. INSTALL 10d NAILS UNLESS OTrIER SE' SPECIFIED. NOTES': tb W 0 END STUD GROUPS C7 a 0 Z Z 2 W r Q U W W N❑ Q W _ TE TREATMENT BEARING ON Q ❑ 2. COMMON WIRE NAILS AND THRtADED HARDENED STEEL NAILS T. SILL PLATES VV/ SODIUM BORA ❑ Z NUMBER OF JACK STUDS EACH SIDE OPENING. Q'_ Z x _ p F _ I ❑ _ - Z F tL MIf.AL SIZES SPECIFIED I OVER VAPOR BARRIER ARE NOT DIRECTLY SW TYPE NUMBER OF STUDS - W F 4 F w rn _ a SHALL CONFORM TO THE NO N ASTM CONCRETE _ LU a Z L7 III U a w x Q Q SI F H DER LL HEAD w w _ V Zc Q EA ERS TO BE N0.2 SYP OR WSP Z Z BEEN PROVEN ( SIZES APPLY TO FASTEN OR WEATHER AND HAVE RO N W F1667. NOMINAL.DIAMETER S ERS EXPOSED TO EARTH ) _ N ,,. .� v_ a W U � W2 W a AFD_ WW SWI, S SW3 2 Q . .. _ Z W a F Z N OF PROTE TlVE COATING T BE NUN CORROSIVE TO CARBON STEEL FASTENERS BEFORE APPY O w C:T ENT PL 3. WHEN A BORED HOLE IS REQUIRE ._ O PREY SPLITTING OF .z ENEI TI N THE BORED HOLE A WOOD DUE TO FASTEN ERCP RA O O 1ST LEVEL HOLD DOWN 2ND LEVEL STRAPPING SW1 DTT2Z MSTA36/CS 18 SW2 SW4 SW 3 (2) MSTA36/CS18 ` NUMBER at; .PLIES N HEADER Ci ,, Z -I}ZQ --a Q ❑ _ ❑ [7 Z I ui _ z D W N Z a F 0 Q Z a Q W m z3 F Q W i J (3) MSTA36/CS18 1. KIN /JACK STUDS MAY INCLUDED DED`F STUD G U C U OR S U GROUP o " OF THE AI OR SPIKE. DIAMETER. L NOT EXCEED 75 / L _ SHALL .� (4) MSTA36/CS18 (2) 2x6"3 O 2x4 �� .. RE IR QU EMENT. n N N R M ,. H E GI EE ED LU EAD W ER FRAM INC KEYNOTE CALLOUT _ W w F � ❑ Q Z p ❑ N a U GREATER THAN 48" UP TO 75" (NOT ) NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS . 4. THE NOM E 2x4 rn (2) „ - , 2 Q (2) 9 112 LSL 1/ NUMBER 4F KING STUDS EACH SIDE ` OF OPENING w W[9 2a W- Z } Z w _ w w I Q I Q n a Q_ O F PROJECT ARE AS LISTED IN TAB SPECIFIED FOR THIS PRO - LE 4. GREATER THAN 75" UP TO 111" (2) 2x6" (2) 2x6- 0 ,a - Q _ F Z Z w F I- I F F � ❑ 4 w a GREATER THAN 111" _ __ _ .. �Y N NOTES SEE FLOOR PLAN SW � STUD ADJACENT TO HOLD DOWN MAY BE SUBSTIT TFD W/ U „ MIN 36 BL KW/ 1 TO END T D OC 20 Od S U ( ) - NUMBER OF JACK STUDS � UM S U S EACH SIDE DE F O OPENINGFOUNDATION O ._. R ATERIAL HEADE M ALLHEADERSTO B ( E DESIGNATED Z Q- w z v v 0 a a .0 F I 0 � Q F Z Z r-UF-_3NaNQ0C�]F_UU = IVE STRENGTHF - 1. CONCRETE COMPRESS a OR FOOL INGS 2,500 PSI DAYS (ONO). AS LSL .LVL PSL OR SYS42 J , - ) _ 2, CONCRETE COMPRESSIVE STRENGTH FOR SLAB= 2,500 PSI AT 28 DAYS (UNO). , ( ) ., . .. ,. ;. -- �,.. �.. LL DEPTH OF HEADER ' SHEET NO.. 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4, ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECO MENDED TO BE END STUDS CONNECTION (NOTES 5, 6, 7) Z -- NUMBER OF PLlE' IN HEADER (1 3/4 WIDE ONO) O _ ST -1 INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE VWVF. FIBER LENGTHS SHALL BE 1/2 INC TO 2 INCHES IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MAN U : ACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SH LL COMPLY WITh ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQ ESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. EARTH AND EARTH FILL SUPPORTING SLABS N GRADE IS ASSUMED, TO. HAVE A MINIMUM BEARING CAPACITY OF 2 000 sf IN 7. EAR p - SW TYPE 1ST LEVEL HOLD DOWN 2ND LEVEL STRAPPING SW1 DTT2Z MSTA36/CS 18 SW2 HTT4 (2) MSTA36/CS18 ` SW3 HTT5 (3) MSTA36/CS18 SW4 HDQ8 (4) MSTA36/CS18 H HEADER FRAMING Q 1. ALL HEADER JACK AND KING STUDS SHAk BE FASTENED TO EACH OTHER WITH 2 ROWS 10d @ 8" O.C.Cif STRUCTURAL STAGGERED.SPECIFICATIONS C ONS 2• WSP HEADERS ARE WOOD STRUCTURAL -,,PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: Q_ • SHEATHING TO MATCH SPECIFICATIONFOR EXTERIOR WALLS, SEE TABLE 2.0 JOB NO.: • ATTACH TO ALL FRAMING MEMBERS (' , . NG STUD, TOP PLATEHEADER SILL CRIPPLES ETC8d KK ) W/ U AT6941 ACCORDANCE WITH FRC 5TH EDITION (20 14) COMPACT THE FILL 1N 12 LIFTS TO AT LEAST RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 8. CONCRETE FLOOR SLABS ON G RADE SHALL „ LAPPED 6 AND SEALED OVER CLEAN COMPACTED • SUBTERRANEAN TERMITES. COURSES TALL REQUIRE 9. STEMWALLS OVER 4 COU RECORD IF THIS CONDITION EXISTS. T RACKING CUT 1" SAWCUTS I 90. TO CONTROL C FOR ALT ERNATIVE METHODS. CONTROL JOINTS 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS ARCHITECTURAL PLANS OR FRAMING PLAN. ALONE CONTACT THE ENGINEER OF RECORD. •NOTES: _ PRE-ENGINEERED TAUS 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE I ABLE R401. +.1, AND SHALL BE FREE OF ORGANIC MATERIAL -AND C 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S E INSTALL OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER ED O EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARF. INCLUDED FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING F FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF s ES & I JOISTS THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLA HESIVE SOILS. COMMON @ 3" O.C. Q OR CONTRACTORS •EITHER TOP OR BOTTOM PLY OF DBL PLA TOP ,; TE MUST SPAN CONTINUOUS OVER OPENING, SHEATHING BOTTOM PLATE ANCHOR SPACING NOTE 7 MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE - WITH JOINTS • N0.2 SPF HEADER SILL INSTALLED ABOVE OPENING `W/( 1) CRIPPLE STUD AT EACH END lif W MAX PA IN FOR PREVENTION OF S .TYPE AXS C G O • WALL SHEATHING OPENING MST BE CONTINUOUS (OR PROPERLY SPLICED PER TYPICAL WALL J SECTION SHEET FROM TOP OF PLAT `TO HEADER BELOW OR SILL PLATE ABOVE OPENING LL SW1 48 O.C. ) ENGINEER OF „ ,, 3. FASTEN ALL MULTI -.PLY HEADERS TOGET�ER WITH (2) ROWS 10d 8 O.C., STAGGERED ALONG EACH EDGE. SW2, SW3, SW4 24 O.C. °� Q 4. FASTEN ALL HEADERS TO KING STUDS STH (3)8d TOE NAILS: CONTACT EOR 5. IF HEADER NOT SPECIFIED, CONTACT EN (NEER OF RECORD. WITH CONCRETE WORK. 6. UNO ON PLAN, MIN (1) SDWC15600 TOP , TO KING STUD AND 1 SDWC15450 KING STUD TO BOTTOM PLATE Z LOCATION FROM CONNECTION REQUIRED EACH SIDE OF O ENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST =OUNDATION PLAN FLOOR HEADER WHEN A 2ND LEVEL FLO R SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CONNECTION PE ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR 0 OPENINGS 3 FT OR LESS OR AT FIRST FL R H O ED HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. 1. THE EXTERIOR WALLS ARE FULLY SHEATH WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR. WAILS ARE SHEAR WALLS AND ARE PART OF THE J • TOP PLATE TO HDR W/ SDWC15600 cu AX 32" O.C. AS SHOWN "ALTERNATE SECTION HEADER - BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF C ( S),ST 5 0 S SHALL BE DESIGNED • " WALL SEGMENT IS IDENTIFIED AS SWI, SW2, SW3, SW4, OR SWB ON THE PLAN. SPH w/ (12} 10d x 1 Y @ 16 O.C. OR � Z MAXIMUM 11' .'NOTES 1,2) SUBDIVISION: h Atlantic Beach Count Club LOT NO.: 146 FLOOR PLAN: . Clower ReSIde11C@ DESIGNED.... OFA REGISTERED UNDER THE SUPERVISION O . _ H ANSI/TPI-2002, AND SUBM ACCORDANCE WIT3. LOCATED ON SHEET STA OF TH CRITERIA IS LOC ` N PLACE AFTER CONSTRUCTION SHALL BE LEFT I ^ -DESIGNED T 2. TRUSSES OR 1 JOISTS SHALL BE, CONVENTION OF THE LAYOUT SHOWN HERE. S ENGINEER SHALL PROVIDE ALL T i r FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWING I ED TT TO THE ENGINEER OF RECORD -FOR APPROVAL PRIOR TO FABRICATION. PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY IS COMPLETE. MATCH THE ORIENTATION PAN DIRECTION SPACING BEARING LOCATION S USS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS ANDS SHALL BE PREPARED IN • .„ 2. ALL SW SHEAR WALL SHEATHING TO BE .FASTENED TO FRAMING PER TABLE 2. WOOD STRUCTURAL PANEL REQUIREMENTS: DSP w/ (14) 10d x 142" @ 16 O.C. OR • „ DESIGN / _ SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT FASTEN TRUSS DIRECTLY TO HEAD,R w! MTS OR HTS w (14) 10d x 1 112 (OR EQUAL APPROVED BY EOR). U F THE CONTRACTOR AND W EXTREME END OF DESIGNATED WALL OR.PORTlON THEREOF NOTED ON STRUCTURAL PLAN. _ „ 1- 4. SWB SEE SWB-SPECIAL SHEAR WALL DETAIL", ON THE DETAIL SHEET. , AND NAMING „ _ PLANK -ORI, X 5. 2ND LEVEL SW SHEAR WALLS END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING. TABLE �.' PLAN K ORI TED HEADER REQUIREMENTS W HOLD DOWN WITH FULL -HEIGHT 11 DIA. ROD TO SLAB: END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. z NOTE 6 (APPLICABLE TO ALL) p_ BMIT THEM UNDER SIGN CCS/J M L 0 Z REVIEWED: MGK J. THE TAUS • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/ STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD AND SEAL WITH THE TRUSS SHOP DRAWINGS. DOWN. CALCULATED BY THE EN N TAKEN INTO CONSIDERATION DURI G THE DESIGN OF THE 4. TRUSS UPLIFTS HAVE BEEN CALC ENGINEER OF RECORD AND AKE 6. DESIGNATED "SUV' SHEARWALLS WITH A'COMMON.CORNER REQUIRE(1) HOLDDOWN, WHICH IS TO BE LARGEST OF THE TWO HC'LDOWNS SPECIFIED, ONO: SYSTEM FOR THIS STRUCTURE. AS SUCH THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE ( ) UPLIFT RESTRAINTS H 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENT'S. DISREGARDED: 5. CONNECT ALL TRUSSES TO TOP PLATE ASS ECIFIED ON THE TYPICAL WALLSECTION SHEET. VE THE FLOG PLAN ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO 6. !JOISTS FABRICATED TO ACHIEVE S DEPICTED ON THE ARCHI EC FRAMING NOTES ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA THE ENG ,HIS SHEET: 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH; IN A HOLE AS SPECIFIED BY MANE TYPICALLY LF TO j" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY ( 1s s ) MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION.+ 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY' SYSTEMS ARE THE RESPONSIBILITY OF`THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER CONTINUOUS ROUGH OPENING WI H STUCCO FINISH -0360 FLEXIBLE FINISH -U180 MAXIMUM 11' .'NOTES 1,2) MAXIMUM 11' PLATE HEIGHT PLATE HEIGHT GREATER THAN 48" UP TO 75"NOT, 3 ( ) (2) 2x4 (2) 2x4 0 Z GREATER THAN 75" UP TO 111" (2) 2x6"3 O 2x4 GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN GREATER THAN 48" UP TO 75" (NOT ) (3) 2x4 2x4 rn (2) O GREATER THAN 75" UP TO 111" (2) 2x6" (2) 2x6- 0 GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN Q REVISIONS I DATE X Q 1-TRUSSLAYOUT 2 09-26-17 m REVISION W Z 0 W Q, 1. FOR OPENING WIDTHS GREATER THAN O E Z 3: ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN QUAL TO 48, FASTEN PLANK HDR TO STUD GROUP WITH MIN 6 10d FLORIDA BUILDING CODE TABLE 2304.9,1 TOE -NAILS AT EACH END. U) F P 2. WINDOWS WITH INTERMEDIATE JACK STU S MAY BE � 4. BEAMS IDENTIFIED BY NUMBER ON PLAN TO BE PROVIDED BY TRUSS MANUFACTURER. TREATED AS SEPARATE OPENINGS. 3. F OPENING WIDTHS LESS THAN 4 O 5. FASTEN ALL MULTI PLY STUD COLUMNS AND CORNERS TOGETHER WITH 2 ROWS 10d 8 O.C. STAGGERED. FOR VUl 8 , A - GLE 2x PLATE SUFFICIENT FASTEN PLATE T O @ _ O STUDS WITH (3) 1Od _ STRUCTURAL ENGINEERING A x UPPER LEVEL MULTI -PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION:'. TOE -NAILS AT EACH END. l- 4. FOR PLATE HEIGHTS ABOVE 11' SEE FLO PIA - - 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH`(4)8d TOE NAILS OR 2 16d COMMON END NAILS. N FOR PLANK ORIENTED HEADER REQUIREMENT. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 5 (-)HEADERS DESIGNATED WITH AN ASTE K REQUIRE MIN 2x6 WALL FRAMING. U f� 111 t* ♦♦ _ 6: IN SITUATIONS INHERE PLATE HEIGHT L ATI � � 8. ALL MULTI PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM E ON VERSUS TOP OF OPENING ELEVATION DOES NOT PROVIDE FRAMING W 3 K ' < .., l THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, ONO. DEPTH ADEQUATE FOR PLANK ORIENTED EADER TO BE INSTALLED, GRAVITY HEADER HAS BEEN SIZED TO RESIST OUT � �CC, _. O OF PLANE WIND LOADS. ANY SHIM MATE L BETWEEN TOP OF OPENING &BOTTOM OF HEADER SHALL BE FASTENED Cn a •• �•, TO BOTTOM OF HEADER WITH (2) ROWS 0: 31" O X 1%" EMBED INTO HEADER c0 8" O.C. STAGGERED. C' 4.0 FT 6 9 (TYP) END ZONE DESIGNATION OFFICE COPY O . ;• O ' O STATE OF 141 u REVIEWED FOR COD z �. � •• � a : COMPLIANCE •. z o N _ i •.,0 R CITY OF ATLANTIC�,,5 ..... REACH ca ♦, Sip �E �� SEE PERMITS FOR ADD ITIONAL W REQUIREMENTS AND CONDITIONS X W REVIEWED BY. DA'iE.�} - -�7 CL • �,� Q Michael G. Kozlowski, P.E. P.E. No. 60839 04-12-2017 : GENERAL FOUNDATION NOTES 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED T1. HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH EDITION (2014) TABLE 8401.4.1, AND SHALL BE FREE OF ORGANIC. MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO ATL ° EAST 95 /° OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS: 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED, 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH BUILDING CODE. H THE FLORIDA CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS: 5. 24" LONG # 4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" THIS SHEET. 6. SEE ARCH PLAN SET FOR ELECTRICAL OUTLETS IN SLAB LOCATIONS. FOUNDATION KEYNOTES: d8"x8" DEEP THICKENED EDGE W/(1)#4 CONT 12" DEEP FTG W/#4 @ 12" EW UNDER BOX COLUMN, FTG BE PROJECTED CTED MIN 6" LARGER THAN BOX COLUMN ON ALL SIDES A16"SQx12" DEEP FTG W C (3)#4 EW 29'-4„ STORAGE SLAB TO • 8" x 8" x 6" HIGH POLJ RED CONCRETE BE POURED WITH PEDESTAL AT ALL COLUMNS, (4) TOTALPERIMETER ; PROVIDE MIN (1) VE 7 TICAL #4 OR #5 FULL EXPANSION JOINT ry co LL w _J Z - o HEIGHT OF PEDEST L, REINF, TO BEND 90° Y @ BOTTOM AND TIE TO FTG REINF. U _ -- -- -- --- — -- -- -------------- -------- I — CN ---�-- d' i I I VERIFY STEP W/ 1- I �---- --- I 10 � ---- — DECK FINISH � ( i -` � _ �2 _ 0 2 g1-6� I ---- — — --; 5 0 - I I � I -�- r, 13 -8 I ry _ �■■1�11� I SIM, 12 OFFS ET _ I 1 I I I I I I , OD 8 -0 3,_ 10 3 I U a2 0 2 I I II I I WZ_ I _ 2 I Y II 1 I Y I I REV 09-26-17 I I I I v Q 10 �? w I II I 8„ THICKENED I I p- i 20 I I I I II I 1 I I ( - I - EDGE @PORCH z > 12- I oN 2 SLAB ELEV I Q REV 05-11-17 I I 3 _j I I I_ _ I �I I_ 11 1 I � --- --- ,I I I I I �i i � �— ----� I — N _ i —� I 14 I I i Z 20. o ------- - --- I I I ,, o 0 o I o REV 09-26-17 I IV I a� 0 Q 0 3 _, VERIFY STEP W/ N , ❑ Z 0 m I I I I v I o I DECK FINI L Q❑ N 0 W LL Q Z — — -- I❑i I 3 �►I I o wF 3 , I �------- =— I I I - rr I - . ------ -� l I `-1 - �+' ��oZ IL,� °oma° r14 �_� 1 I I Ii I o_ FZ mo mSLOPE FOR J 0 _ w U a11 ti_ao zWJ=mJzzO DRAINAGE L Q _ WZB L---- — ��ww omQaQO� 10 W ---J I 1 /$"/1'-o I- O wwE' °mwmoNin a I SIM, 12 OFFSE o I `) Z o a W q w W J p a 7 -4 10'-0 IT -8" „ „ I I I 0,_$„ ❑ m a Z a WZ F. 0 6-1 2-2 3-10 13'-2" I II IU) za❑a.>-WWFmm 0z0 9'-4„ I 3 -4" w < IL (D m I w W I- W W h. � WJm------ ---- I LL „0'-6„ Z WFmoWFIW❑WI Ia'. FIOQ0a� l-�Zw-3 c) RZ W0Zwao� 0 w �z a- -oo a ,a of _ w_ w o4 SLAB EL V. a w o w I mQ z mzm IW -� uW w ❑Qr � .. � � Z0Z SLOPE FOR i I I ** -Zt�I I ,; I I ,. w a-oWI- QFWm-a DRAT , ( rt NOTE W Z q :O NAGE >.... I W „ X Q Q� LL I I I BUILDER T w Z w_ Z I _ BUILDER>TO V I I I O PROVIDE W a w U❑ m „ _ ERIFY PIT Q AFD_ wW . 1 /8 / 1 0 t� I Z w a F Z m D I = } I TEPS TO GRADE PE s z W a Z Z J F Z I I _ EPTH W/ C�EVATOR I I I I - I� - U C7 o I zQ0 -a ❑ Qw ARCH PLANS Ci 0D0Z}amWaONZZIO d o b I (SLOPE POOL, VE I I I ----i--- ----- -I -- -- I = Z - LL�__--___�_ z WwoQmz aQFz3-►-� I 2 N w W I — — I I PAVERS BY BUILDER I ( o W ❑ W w C9 m Q U U I I _ ¢ I<Z�zlaEjWly WQw ----- - �i - O F - N N O i-IZ Z W F -- - -' -' o - �ZUQ1-L1]❑I�W WZ� �--- z— _ 0W QFJF .1DO� 1 - 0 �nF-Z3cvam�oro I SEE. SHEET ST -8 FOR F •~ •• _._ __.. _ F z w r, j = r r E — I I I FOUNDATION SECTIONS � , A; 7 I I w 1 =---� VE I� I I : - SHEET NO.. VERIFY STEP W! i I 1 N I I Z DECK FINISH 0 -6' 0 I I I i I� �v I - ST -2 1 L j I L SEE SHEET S5 FOR I I I r — — — - FORM & POUR I I F-- 1 1 --------------- _ BOTTOM P REM Q ----------- I L LATE ` I I 1 I AINDER OF CURB < I FOUNDATION ANCHORAGE OPTIONS I wi(1) HORIZONTAL #5 - o �- 1`� I' I NS 2 I CONTINUOUS & #4 `r I ,` o� o, OL PLA \ o �� Y �l � � N -I J I l „ I U I N I I VERT @ 48 O.C. \ 10 11 �W - L �Q I I � I L--`-- I i (� JOB NO.: W i � I I U _— ----- — > I I I,G I B AT6 -- ------------- -- - --� @SLAB ELEV. I Q 941 — I — I SLOPE FOR I :_ F L — — — I (3) TOTAL -- SUBDIVISION. _ I; I I I ^ DRAINAGE � I I @GRADE ELEV _� � °° - - - - - - - - - - - - - I I „ 2 _ O I 1/8 / 1-0" I Atlantic 3each o I I _ I I I i I _ _, Country untry Club i, I „ I - N Q I 13 1 -0 _ - _ ,_ ,� I I I LOT N 1 8 18-11 1,_ „ 4,_3" ,,I I t I O.. 3 10 91-4f# Z .� Izo-o" I f — 46 i I I I L SEE "DETAIL 12" I I � , I I } ON SHEET ST -8, FLOOR PLAN: _ I (3) TOTAL @ 0 . i I L ao _ I I i I GARAGE J Clower ReSICi('nC6 O Z DESIGNED. C CS/JML w 1 I I STEPS PROVIDED ` REVIEWED. I I I PER BUILDER I i X I 2 I _ w MGK T-1 0T-0-1 d 2 -6 I REV 09-26-1 i i I- - .. �. o i Q REVISIONS DATE 2 I I I — --- o 7 I _ REVISED POOL DECK 05-11-17 _ i TRUSS LAYO m 2 VISI — I � Tq ----------- ---- ----- —------- ----- — -- ----- —--------------------- — w WW I R z O 0 o = UQ T c wz a¢ _ w ' g �o r L I Q ---- -- — — —--=--=----� Z b 1'-4" V-4" 0 16 -0 48'- „ P: STRUCTURAL ENGINEERING 24'-4" „ - 5 -4 H U 18'-8'fLL F: i •. Imo, �,. 839 U { O STATE OF lid O • <v 2 .i •�O 10..• FOUNDATION PLAN U . S 1 /4 - 10 r X OFFICE COP w Q Michael G. Kozlowski; P.E. P.E. No. 60839 04122 _- 017 RE-ENTRANT T CORNER DETAIL D � 24 SQx20 DEEP FTG W/ (3)#4 EW RE (RECOMMENDED) -. o N PLAN VIEW D DETAIL TYPICAL @ALL E 2 30"SQx20"BEEP FTG W/ (4)#4 EW �- E RE-ENTRANT CORNERS N W 18 -8 F 36"SQx20" DEEP FT EW d- 0)(4)#4 ■ 73'-4" „ r , 1 4 1 4 16 -0 29'-4" , „ 5 -4 0'y8" G 48 SQx24 DEEP FTG W/ d C%4 N CIO „ 10 -0 „ 26 -0 5 #4 EW, T&B ( ) N g_0 „ „ 1 -4 3 -4 Il M 4'-10 6,_0 , „ _I 29'-4„ STORAGE SLAB TO • 8" x 8" x 6" HIGH POLJ RED CONCRETE BE POURED WITH PEDESTAL AT ALL COLUMNS, (4) TOTALPERIMETER ; PROVIDE MIN (1) VE 7 TICAL #4 OR #5 FULL EXPANSION JOINT ry co LL w _J Z - o HEIGHT OF PEDEST L, REINF, TO BEND 90° Y @ BOTTOM AND TIE TO FTG REINF. U _ -- -- -- --- — -- -- -------------- -------- I — CN ---�-- d' i I I VERIFY STEP W/ 1- I �---- --- I 10 � ---- — DECK FINISH � ( i -` � _ �2 _ 0 2 g1-6� I ---- — — --; 5 0 - I I � I -�- r, 13 -8 I ry _ �■■1�11� I SIM, 12 OFFS ET _ I 1 I I I I I I , OD 8 -0 3,_ 10 3 I U a2 0 2 I I II I I WZ_ I _ 2 I Y II 1 I Y I I REV 09-26-17 I I I I v Q 10 �? w I II I 8„ THICKENED I I p- i 20 I I I I II I 1 I I ( - I - EDGE @PORCH z > 12- I oN 2 SLAB ELEV I Q REV 05-11-17 I I 3 _j I I I_ _ I �I I_ 11 1 I � --- --- ,I I I I I �i i � �— ----� I — N _ i —� I 14 I I i Z 20. o ------- - --- I I I ,, o 0 o I o REV 09-26-17 I IV I a� 0 Q 0 3 _, VERIFY STEP W/ N , ❑ Z 0 m I I I I v I o I DECK FINI L Q❑ N 0 W LL Q Z — — -- I❑i I 3 �►I I o wF 3 , I �------- =— I I I - rr I - . ------ -� l I `-1 - �+' ��oZ IL,� °oma° r14 �_� 1 I I Ii I o_ FZ mo mSLOPE FOR J 0 _ w U a11 ti_ao zWJ=mJzzO DRAINAGE L Q _ WZB L---- — ��ww omQaQO� 10 W ---J I 1 /$"/1'-o I- O wwE' °mwmoNin a I SIM, 12 OFFSE o I `) Z o a W q w W J p a 7 -4 10'-0 IT -8" „ „ I I I 0,_$„ ❑ m a Z a WZ F. 0 6-1 2-2 3-10 13'-2" I II IU) za❑a.>-WWFmm 0z0 9'-4„ I 3 -4" w < IL (D m I w W I- W W h. � WJm------ ---- I LL „0'-6„ Z WFmoWFIW❑WI Ia'. FIOQ0a� l-�Zw-3 c) RZ W0Zwao� 0 w �z a- -oo a ,a of _ w_ w o4 SLAB EL V. a w o w I mQ z mzm IW -� uW w ❑Qr � .. � � Z0Z SLOPE FOR i I I ** -Zt�I I ,; I I ,. w a-oWI- QFWm-a DRAT , ( rt NOTE W Z q :O NAGE >.... I W „ X Q Q� LL I I I BUILDER T w Z w_ Z I _ BUILDER>TO V I I I O PROVIDE W a w U❑ m „ _ ERIFY PIT Q AFD_ wW . 1 /8 / 1 0 t� I Z w a F Z m D I = } I TEPS TO GRADE PE s z W a Z Z J F Z I I _ EPTH W/ C�EVATOR I I I I - I� - U C7 o I zQ0 -a ❑ Qw ARCH PLANS Ci 0D0Z}amWaONZZIO d o b I (SLOPE POOL, VE I I I ----i--- ----- -I -- -- I = Z - LL�__--___�_ z WwoQmz aQFz3-►-� I 2 N w W I — — I I PAVERS BY BUILDER I ( o W ❑ W w C9 m Q U U I I _ ¢ I<Z�zlaEjWly WQw ----- - �i - O F - N N O i-IZ Z W F -- - -' -' o - �ZUQ1-L1]❑I�W WZ� �--- z— _ 0W QFJF .1DO� 1 - 0 �nF-Z3cvam�oro I SEE. SHEET ST -8 FOR F •~ •• _._ __.. _ F z w r, j = r r E — I I I FOUNDATION SECTIONS � , A; 7 I I w 1 =---� VE I� I I : - SHEET NO.. VERIFY STEP W! i I 1 N I I Z DECK FINISH 0 -6' 0 I I I i I� �v I - ST -2 1 L j I L SEE SHEET S5 FOR I I I r — — — - FORM & POUR I I F-- 1 1 --------------- _ BOTTOM P REM Q ----------- I L LATE ` I I 1 I AINDER OF CURB < I FOUNDATION ANCHORAGE OPTIONS I wi(1) HORIZONTAL #5 - o �- 1`� I' I NS 2 I CONTINUOUS & #4 `r I ,` o� o, OL PLA \ o �� Y �l � � N -I J I l „ I U I N I I VERT @ 48 O.C. \ 10 11 �W - L �Q I I � I L--`-- I i (� JOB NO.: W i � I I U _— ----- — > I I I,G I B AT6 -- ------------- -- - --� @SLAB ELEV. I Q 941 — I — I SLOPE FOR I :_ F L — — — I (3) TOTAL -- SUBDIVISION. _ I; I I I ^ DRAINAGE � I I @GRADE ELEV _� � °° - - - - - - - - - - - - - I I „ 2 _ O I 1/8 / 1-0" I Atlantic 3each o I I _ I I I i I _ _, Country untry Club i, I „ I - N Q I 13 1 -0 _ - _ ,_ ,� I I I LOT N 1 8 18-11 1,_ „ 4,_3" ,,I I t I O.. 3 10 91-4f# Z .� Izo-o" I f — 46 i I I I L SEE "DETAIL 12" I I � , I I } ON SHEET ST -8, FLOOR PLAN: _ I (3) TOTAL @ 0 . i I L ao _ I I i I GARAGE J Clower ReSICi('nC6 O Z DESIGNED. C CS/JML w 1 I I STEPS PROVIDED ` REVIEWED. I I I PER BUILDER I i X I 2 I _ w MGK T-1 0T-0-1 d 2 -6 I REV 09-26-1 i i I- - .. �. o i Q REVISIONS DATE 2 I I I — --- o 7 I _ REVISED POOL DECK 05-11-17 _ i TRUSS LAYO m 2 VISI — I � Tq ----------- ---- ----- —------- ----- — -- ----- —--------------------- — w WW I R z O 0 o = UQ T c wz a¢ _ w ' g �o r L I Q ---- -- — — —--=--=----� Z b 1'-4" V-4" 0 16 -0 48'- „ P: STRUCTURAL ENGINEERING 24'-4" „ - 5 -4 H U 18'-8'fLL F: i •. Imo, �,. 839 U { O STATE OF lid O • <v 2 .i •�O 10..• FOUNDATION PLAN U . S 1 /4 - 10 r X OFFICE COP w Q Michael G. Kozlowski; P.E. P.E. No. 60839 04122 _- 017 HTT S I i 5 cn w a 2x12 , cr �2) O f I L_ 00 2 STUDS w0 0 x - 2 STUD SLL O wo 3"V x 3Y2"H x)/4"T C7 FRAMING KEYNOTES DTT2Z'of m 8 FEET -- m 10 FEET 6"V x 3Y2"H xX"T 6 INCHES 12 FEET METAL C ( ONNECTOR) 6 INCHES 16 FEET SEE "TYPICAL PORCH 1. STEEL LINTELS TO BE MIN 36 KSI. 1 DT OF EPDXY BASED PAINT 3. ALL LINTELS GREATER THAN 8 FEET SHOULD BE DTT2Z m 1 DTT2Z fl ON CENTER W/ (1) 4' x 3" WOOD SCREW INTO HEADER. NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN u� SHEET NO.: I F ; STRUCTURAL FRAMING PLAN (D AT6941 SUBDIVISION: 1. MIN(2) 2 INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. LOT NO.: SHEATHING DETAIL.", FLOOR PLAN: Clower Residence U, 2 STUDS �Z p MGK` - -- 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS TRUSS LAYOUT 2 REVISION 09.26-17 TRUSS LAYOUT 2 REVISION 09-26-17 (2} 2x8 0 J G Kr WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE SHEET ST -6 II ( O STATE OF 1't.1 41ON A 1r1r rn1"utt� INTERIOR R SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. DTT2ZCIO 'S I- cn cn GARAGE DOOR DESIGN 0 Z m co w f- • FASTEN STUDS TO SWB1 END STUDS 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: - 2 STUDS to cr 3 2x10-213 O II A.�' IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SIN DBL TOP PLATE W/ 1 Od @ 3„ O.C. _ I WIND LOAD (PSF). X rn z (2) 2x6-1/2 WJ 2 1Od @ 8 O.C. STAGGERED O B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR ~ - ANCHOR a' w i; DECK TO SW DBL TOP PLATE W/ 1 Od 3" O.C. O W • STUD G,, OU O SLAB W/ HTT5 PER NO E 1 CV LO � 4. PORCH BEAM FRAMING NOTES l 2x6-111 "SWBV ' PECIF TIONS m!I IQ , (V A. BEAM POCKET PORCH .BEAMS AT TOP PLT ELEV 00 X W NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL. 4 (2) 2x12-1/1 (2) TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. 0 (0 I a. (2) 2x8-2/1 B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV -----1: a %Q� tel. PORCH BEAM TO TOP PLTW( MTS12 OR MSTA24. N II I — N N 1 MSTA24 , 2' 2x6-1/2 O 2 2x6-112 O C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV M (2) 2x6 1/2 OLVL-3/ Z O (2) 2x8 PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR _I PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, LL � w o 'S 2 MSTA24 SHEATH BOTH SIDES OF G1 2 2x6-1/1 O MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS20 OR MSTA24. — W x N z J - DTT2Z c~n s.; :.. . . 1 NOTE 1, W! MIN (1) DTT2Z GARAGE RETURN, FULLY SHEATH WALL PRIOR TO y' J - 2STUDS.z w D, D. BEAM ATTACHED TO EXISTING FRAMING — - c 2, TUDS U) w p I OR (1) LTT20B AT ALL I -� J ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS Z - DTT2Z 'S cn - ' 2 STUDS "- w W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. 0 SEE "TYPICAL PORCH — SHEATHING DETAIL.", 1 MSTA24 MSTA24 SW2 INTERMEDIATE JACK 'S . 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYFICAL U) Y _ SHEET ST -6 1-- - 2 TUD z cn S S d 6x6 N0.2`SYP P T WALL SECTION SHEET. U 6x6 NO.2 SYP PT NOTE I - DTT2Z ' NOTE 4 POST, (4) TOTAL: r 6. ,HIGH UPLIFT CONNE..TION. CO _-- _.: --- -------- ----- - O -------- ,, ., 3". ST -6 SHEATH WALL PRIOR TO ROOF LEVEL STUD/HDR TO TOP PLATE W/ 1 SDWC1560 1 O 0@ 6 O.C. NPOST,(4)TOTAL O W OR 2 SDWC15600 24" O.C. 0 Tx— --------------------- 2 12 (2T 2x12 OO 2 11 /a LSL 2 2x12-2/2 O 2 2x6-111 2 2x6-1/1 2 2x6-1}2 O O O 212- FRAMING COLUMN k; . "METAL OR FLOOR TO FLOOR CONNECTION SEE ST5.PROVIDE FLAT STRAP 2ND LEVEL STUD T01STLEVEL STUD" @ 32 O.C. NO _ 1 HTT5 I-- I � HUC212-2 HUC212-2 - < 2) 2x6 1/1 (n I I U � ALTERNATIVE AVAILABLE 1 ST LEVEL STUD W/ Z) (2) 2x6-1/2 ( c� I L • TO BOTTOM PLATE 1 SDWC15450 16 O. . (2) SDWC15450 @ 24" O.C. O @ COR (/) co > REV 09-26-17 I I it H L > (/?2x6-1/2' (2) (2) 2x12- SEE TYPICAL PORCH SHEATHING DETAIL.", 7. PLANK -ORIENTED HEADER FRAMING <Y � (n - 2 STUDS z p w I SHEET ST -6 A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 0 HTT S I i 5 cn w a 2x12 , cr �2) O f I L_ 00 - 2 STUDS w0 0 x - 2 STUD SLL O wo 3"V x 3Y2"H x)/4"T C7 - DTT2Z'of m - 2 STUDS w0 0 x - DTT2Z Q 3"V x 3Y2"H x)/4"T C7 EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON (.} DETAIL SHEET. B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. Q M C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. 0 - STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT Z t/7 2 STUDS w OF PLANE WIND LOAD. 0 Q O 8. HORIZONTAL BLOCKING & STRAPPING T MATCH F- (2) GH WINDOW TOP &BOTTOM I SW2 (2) 2x6-1/2 2 2x6-1/1 _ m m F- O DTT2Z q SILUDOOR TOP SILL FULL LENGTH OF SWB/S1NB1 REQUIRED 9. BALLOON FRAME WALL TO OUTLOOKERS W/ 2x6 NO.2 SPF STUDS @ (A (2) 2x1 MAX 16" O.C., SEE DETAIL "B1" FOR GABLE OUTLOOKER FRAMING LO (2) 2x6.1/2 REQUIREMENTS d' M d- NOTE 4 , „ —-R)-2xl-2 "— — — — — -(2) X12- Ca — — — (2) 9 /a LVL -1 /1 (2) 9 /a„ LVL -1!1 (2) -1/1LO 31 S3O HGus414 U) -4?�� — BRICK LINTEL SCHEDULE AND Z f ¢ ]o:71 II - 1 MSTA24 Q 3"V x 3Y2"H x)/4"T 2 STUDS 1 MSTA24T w 2 MSTA24 - 2 STUDS m 8 FEET -- m 10 FEET 6"V x 3Y2"H xX"T 6 INCHES 12 FEET 7"V x 4"H x Y4 T 6 INCHES 16 FEET SEE "TYPICAL PORCH 1. STEEL LINTELS TO BE MIN 36 KSI. 1 DT OF EPDXY BASED PAINT 3. ALL LINTELS GREATER THAN 8 FEET SHOULD BE DTT2Z m 1 DTT2Z fl ON CENTER W/ (1) 4' x 3" WOOD SCREW INTO HEADER. 1 HTT5 u� SHEET NO.: I F ; STRUCTURAL FRAMING PLAN (D AT6941 SUBDIVISION: Country Club LOT NO.: SHEATHING DETAIL.", FLOOR PLAN: Clower Residence U, 2 STUDS �Z p MGK` - -- m TRUSS LAYOUT 2 REVISION 09.26-17 TRUSS LAYOUT 2 REVISION 09-26-17 (2} 2x8 0 J G Kr SHEET ST -6 II ( O STATE OF 1't.1 41ON A 1r1r rn1"utt� i • MIN (2) STUDS BELOW ROOF GIRDER DTT2ZCIO 'S I- cn cn GARAGE DOOR DESIGN 0 Z m co w f- • FASTEN STUDS TO SWB1 END STUDS - 2 STUDS to cr 3 2x10-213 O II I _ I WIND LOAD (PSF). X rn z (2) 2x6-1/2 WJ 2 1Od @ 8 O.C. STAGGERED O (2)2x10-1/2 ~ - ANCHOR a' w i; Q I +21.86/-26.19 W • STUD G,, OU O SLAB W/ HTT5 PER NO E 1 �! � l 2x6-111 "SWBV ' PECIF TIONS m!I IQ , X W (2) 2x12-1/1 (2) 2x6-1/1 !it (0 I a. (2) 2x8-2/1 -----1: a %Q� tel. II I I 1 MSTA24 , 2' 2x6-1/2 O 2 2x6-112 O 2 2x6-112 O (2) 2x6 1/2 OLVL-3/ Z O (2) 2x8 f7] I) „ I(2) 14 LVL � w o 'S 2 MSTA24 SHEATH BOTH SIDES OF G1 2 2x6-1/1 O - 2 2x10-1/2 I O x N - DTT2Z c~n s.; :.. . . 1 NOTE 1, W! MIN (1) DTT2Z GARAGE RETURN, FULLY SHEATH WALL PRIOR TO y' Z - 2STUDS.z w D, - c 2, TUDS U) w p I OR (1) LTT20B AT ALL I -� J - DTT2Z 'S cn - ' 2 STUDS "- w DTT2Z SHEATH BOTH SIDES OF G1 II INTERMEDIATE JACK 'S Q o o O GARAGE RETURN, FULLY Z II I STUD GROUP LOCATIONS CO - DTT2Z - O ,, ., 3". ST -6 SHEATH WALL PRIOR TO D W 2 MSTA24 0 ; i I FRAMING COLUMN H p 1 HTT5 I U II u_ 2 2x8 O t. it I Z 0 I O Z i GARAGE DOOR DESIGN F U .J FIRST LEVEL STRUCTURAL PLAN . it � i 11 �,. 1/4 1 0 w (3) 2x10.213 I WIND LOAD (PSF): r II I 1 DTT2Z OFFICEW COPY � `r m - 2 STUDS z cn o w_ (2) 2x6-1/1 11 +21.86/-26.19 .•. II MSA 1 DTT2Z � �k L - 2 STUDS ¢ ]o:71 DTT2Z - 2 STUDS Q 3"V x 3Y2"H x)/4"T 4 1NCHES w DTT2Z m 8 FEET -- m - 2 STUDS ¢ ]o:71 DTT2Z INSTALLATION SPECIFICATIONS cn a) 0 1 MSTA24 - 3 STUDS MAXIMUM DIMENSION BEARING TOTALSPAN 3"V x 3Y2"H x)/4"T 4 1NCHES - DTT2Z m LINTEL MINIMUM MAXIMUM DIMENSION BEARING TOTALSPAN 3"V x 3Y2"H x)/4"T 4 1NCHES 6 FEET 4"V x 3%"H x%" -I- Y47 6 INCHES 8 FEET 5"V x 3%"H x%"T 6 INCHES 10 FEET 6"V x 3Y2"H xX"T 6 INCHES 12 FEET 7"V x 4"H x Y4 T 6 INCHES 16 FEET GENERAL NOTES: 1. STEEL LINTELS TO BE MIN 36 KSI. 2. LINTEL MUST HAVE CORROSION.RESISTENT COATING OF EPDXY BASED PAINT 3. ALL LINTELS GREATER THAN 8 FEET SHOULD BE LATERALLY SUPPORTED AT A NO GREATER THAN 6 FEET ON CENTER W/ (1) 4' x 3" WOOD SCREW INTO HEADER. PROVIDE A 2" VERTICALLY SLOTTED HOLD FOR SCREW - w Z m W W Z (D W Q f 0 LL Z 0 Q 11 W 0 U NOTE`4 I 1 2Z I REV 09-26-17 m 2 2x6-1/2 (2):.2x8-1/2 cn O 2 MSTA24 2 MSTA24 M w i:! 6x6 NO.2 SYP PT HTT4 > ~ POST, (3) TOTAL 1 1 HTT4 ) 2x6-1/1 (no w ;I G4 ry0 LL Q U Z - 2 STUDS � o � - DTT2Z 20 20. ww Itz L3 U) <-0 Q] N❑ ❑WtMiQZ w J00 z � U NM N� ST -6 — }' �dw1Z FSI—p}W � oma z�.❑ z Zaba%'wlFmiM�wW I-QU' N WwfA N Q ItW F- ❑ U QIF-w���F��ZWQw FI-�QpwpZp�p❑ L, a- �wW (LZ �LL-OwJpQ� t7Q��WZWwZtn❑Q2W Z QX 001-0—= ❑Z_ ST -7 wwQ a I—o_I —zmWw . W m Z2ZQp-Za❑❑[7Qw� Z❑pZ}�'Nwa�wz zFF Q wwJQmZ-mQ�z3� _Zp� W u7wQ(ZFv =QZ1'ZIQUw��p�Q!� �-z�QFI-s[❑Zwr7WwZ� Ela 0 I p Q tlF- z 3N d mQ 0P7 F2- Z� U SHEET NO.: I F ; STRUCTURAL FRAMING PLAN (D AT6941 SUBDIVISION: Atlantic Beach. Country Club LOT NO.: 146 FLOOR PLAN: Clower Residence DESIGNED: 2 STUDS �Z p MGK` REVISIONS DATE TRUSS LAYOUT 2 REVISION 09.26-17 TRUSS LAYOUT 2 REVISION 09-26-17 (2} 2x8 0 J G Kr .839 STATE OF 1't.1 41ON A 1r1r rn1"utt� Michael G. Kozlowski, P.E. DTT2ZCIO 'S I- GARAGE DOOR DESIGN 0 Z m co w f- - 2 STUDS to v), o, 3 2x10-213 O _ I WIND LOAD (PSF). _ U rn z (2) 2x6-1/2 - ANCHOR a' w i; I +21.86/-26.19 W NO E 1 l X W (2) 2x12-1/1 (2) 2x6-1/1 !it (0 I a. (2) 2x8-2/1 %Q� tel. F- 2 2x6 1/2 (2) 2x 112 O 2' 2x6-1/2 O 2 2x6-112 O 2 2x6-112 O (2) 2x6 1/2 (2) 2x8 f7] - 2 STUDS w o 'S 2 MSTA24 SHEATH BOTH SIDES OF G1 0 L1J - - DTT2Z c~n 1 TT2Z GARAGE RETURN, FULLY SHEATH WALL PRIOR TO y' Z - 2STUDS.z w D, - c 2, TUDS U) w p - ST 6 F FRAMING COLUMN - DTT2Z 'S cn DTT2Z i= m LU Q Z CO El D 0 H p � U u_ Q 0 J 0 Z U FIRST LEVEL STRUCTURAL PLAN . it � i 11 �,. 1/4 1 0 w OFFICEW COPY 11 Q - 2 STUDS � o � - DTT2Z 20. ww Itz L3 U) <-0 Q] N❑ ❑WtMiQZ w J00 z � U NM N� z W a 0 ? p Q� w� 41 -WW _ -m Q� wWm> Du]WWpNNIp �dw1Z FSI—p}W � oma z�.❑ z Zaba%'wlFmiM�wW I-QU' N WwfA N Q ItW F- ❑ U QIF-w���F��ZWQw FI-�QpwpZp�p❑ L, a- �wW (LZ �LL-OwJpQ� t7Q��WZWwZtn❑Q2W Z QX 001-0—= ❑Z_ itWOwXQZ�Q�N��[7 LL w�Z�W�w_,w❑N Z wwQ a I—o_I —zmWw . W m Z2ZQp-Za❑❑[7Qw� Z❑pZ}�'Nwa�wz zFF Q wwJQmZ-mQ�z3� _Zp� W u7wQ(ZFv =QZ1'ZIQUw��p�Q!� �-z�QFI-s[❑Zwr7WwZ� Ela 0 I p Q tlF- z 3N d mQ 0P7 F2- Z� U SHEET NO.: ST -3 STRUCTURAL FRAMING PLAN JOB NO.: AT6941 SUBDIVISION: Atlantic Beach. Country Club LOT NO.: 146 FLOOR PLAN: Clower Residence DESIGNED: CCS/JML REVIEWED: MGK` REVISIONS DATE TRUSS LAYOUT 2 REVISION 09.26-17 TRUSS LAYOUT 2 REVISION 09-26-17 E X STRUCTURAL ENGINEERING G Kr .839 STATE OF 1't.1 41ON A 1r1r rn1"utt� Michael G. Kozlowski, P.E. P.E. No, 60839 04-12-2017 I--_ 4'1 "8 81 5,2„8 12' 6214 NOTE 8, TYP O _ „ 'S%Q d' .. F1 10 m CJ50 _ L G44 J W r I- O Co tf) d co tV T-�? m CN C\I Cq C14 m m m m m m rn U � 0 co m F2A IOOF.FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE ' RE SPECIFIED ON PSN 1. PRE -MANUFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DB " L TOP PLT W/ 10d @ 3 O.C. • FLOOR DECK TO SHEAR PANEL W/ 10d @ 3" O.C. . NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY TRUSS MANUFACTURER, SEE "ELEVATIONOF . BOX -FRAME OVER SW' DETAIL, SEE DETAIL SHEET 2. TYPICAL BEARING BLOCK BEARING BLOCK T �� TO E N 0.2 SYP MIN 48 LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS SOTTO c M CHORD W/ 3 RO O W� 10d 4 O.C.@ STAGGERED. LEDGER FRAMING NOTES O FASTENLEDGERORAMING!RUSSVERTICALS AT EVERY NO3. SUPPORT WITH FASTENING SHOWN BELOWMAX- ( 24 O.C. ' SPACING CN N • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 11R LOCATIONS ON PLAN • SEE TABLEO 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION � AGAINST CO CORROSION � • IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS SHALL BE SECURE CURE TO WALL FRAMING WITH WOOD d• N AS INDICATED ABO��E: COMMON N AILS AT FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. CN CN M J U_ LL J' J Z U) C) NJIId' Get v� L_cuC;tK, SEE NOTE 3 4. OVERFRAMING NOTES ~• L • ALL RAFTERS TO BE MIN. 2x6 N ” 0.2 SYP @ 24 O.C. MAX. , ,, r • ALL .SLEEPERS. TO BE PLANK -ORIENTED 2x • 41 8 � L 8 N0.2 SYP MIN. Q 90 LU •FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ 3 16d U c� COMMONS MIN. r • EACH RAFT " �- E:J�E Z ER TO "SLEEPER" W/ SIMPSON H3 UPLIFT CONNECTOR. Q D3$ ALL RID GE BOARDS TO BE 2x8 N0.2 SYP MIN. CIL L • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAF r RAFTER WH TER TO Z CJ50 F2 ERE APPLICABLE W/ (5) 10d COMMONS MLN. Q 290 L RAFTER SPAN SCHEDULE 1- W r REV 09-26117O.C. (q O 24p O SPACING LUMBER SIZE 47 } 2x6 2x8 2x10 2x12 1r- w W Z 2 fi G 43 _ D39 12" „ L J BM -2 - 145 18'-3" 21'-" ,_„ �i aU ❑ QZ�� �r 8 256 t` Q0 mW pWLL Z r � r � „ � „ p - � F r �r �r �r �r _ LL W p 16 12 6 15 -10 18'-9" „ d' Z I n p _ 22-1 In Ln ❑ 0_ F U m p 0 J �} „ „ I� J tY ZDV-wL�NLY 24 102 12-11 15'-4" 18'-0" Q} a p Z W J m Z Z 0 F3 0 �-WW 0mQ�QDWLL L F5 co 20 L.L./15 D.L. #2 SYP o w w tY > pm W w 0 p d? U T- fV co d Z paWO W pwmtn0Of CO lf) C�. 00 CY) C'7 C7 ❑ ,m tY F y. W Z 0 CEILING JOIST SPAN SCHEDULE U) p a a> w W W J m 0 z n Q �C EC `-( Q U U U U U z a❑ _ Into w O.C. W Q F- Q 0 N W W F-, W U` L U SPACING LUMBER SIZE w ❑ W F I I w 0 to n ix C! W rn NG Z QIFWJ�<Y1--FtYZZQtL 0 Q, W 2x8 N F a 0.2 SYP RAFTERS @ _�,: - F „ _ F4 _ o �,. 2x4. � ❑ a o 2x6 2x8 2x10 Q Z F Z W Z tz p i p Mf`.X 24 O.C. ATTACH TO d' Z W X, p LEDGER W/ L .. a ,,: p a a ❑ US28 F6 N I ," jr W I W y CV 12 11 10 18-8 „ m W p p 0 w 247 26.0 jr WZm 2'W 16" Z Q WQw�O-❑Q 6 N SYP OF 10'-9" 16'-11 21-7 25'-7" - Z w 1-- - p Q- W I v 0 Z W LY�0 I-Z<F- W W— .- .:. 24" 9'-3" 13'-11" N LEDG SEEN TE 3 1T-7° 20'-11 W W Z X Q W_ Q a Z p J L J L J L J J L 1 Z W w Q W a I I- p U F Z m W W r v N 0 L.L./5 D, L. #2 SYP — I Z Q p Z a m 0 [D w Z T 12 5. DRAFT ST Z Zp0 ?- _W Lrm_ZPF . ". STOPPING AT Q Z FLOOR TRUSSES w to LY Q . v..:. ..... , SES TO BE w _ Z PROVIDED BY J F Q (2 H20—/BUILDER IN ACCORDANCE Z 0 m W Q F WITH FRC R302.12. w-❑ C� w [� F M a n 2x8NO.2S v 6.CONVE Q =QZ- ZIQnw�� W YP - E40 —CONVENTIONAL FRAMING NOTES 0 P F I Z F I- v 0 Z W p p F F - ROOF LEDGER, �Z° L SEE 'OVERFRAMING NOTES" ON ROOF F w Z W Q n if 0 I W W Z FRAMING PLAN FOR a: 0 W tr 0 Q SEE NOTE 3 r _ SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHART r- U H Z 3 N I j Q, O m= Z 0 S MAY BE O 1- _ v v co USED FOR MEMBER SIZING UNLESS SIZE IS NOTED O J Ln • AL N PLAN. L MEMBERS TO BE NO.2 SYP UNLESSZ NOTED OTHERWISE. SHEET NO:: a ElL • ALL UNSPECIFIED RIDGES ARE CONSIDERED NO Z r STRUCTURAL RIDGE BOARD N SAND DO NOT REQUIRE 0 L SUPPORTING STUDS OR UPLIFT CONNECTORS. ' F- ST_ 3A • ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN Q p r SUPPORTED RAFTERS. �' ROOF CD F FRAMING FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFT 0 �� I ER TO RAFTER PLAN A � m � WHERE APPLICABLE W/ MIN (6) 10d ? U U L �; + REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: O JOB NO.: r � RAFTERS U REV 09-26-17 2x6 RAFTERS: (1) H2.5T TO TOP PLATE 6 1 AT694 L �' TOENAILS TO RIDGE/VALLEY. 2d COMMON Q CJ50 NALLEY. Q i r _ 2X SUBDIVISION: I � 0 8 RAFTERS. (1) H2.5TTO TOP PLAT ISION. E, (8) 12d COMMON � 41 O TOENAILS TO R IDGENALLEY. ao Z Atlantic i ntic U = 2x10 RAFTERS. 1 H Beach L O 2.5T TO TOP PLATE, (10 12d COMMON _j CJ4 � � ) 9 r TOENAILS TO RIDGENA LL LLEY: Country Club N `IQ CN CEILING JOISTS 6'l 8 LLOT NO.: 2x JOIST: (3 10d COMMON TOENAILS TO TOP U r PLT/RAFT ERS. Z 146 � - U TJI CL G. JOIST. 3 10d COMM EJ45 O ON TOENAILS co c� L AILS TO TOP O PLATE/ v io C RAFTERS. FLOOR PLAN.... d r Clower Residence E40 7. ANGLE &LATERAL BRACES MAY BE OMITTED FROM r Q L _ DETAIL M SABLE BRACING DESIGNED: IF PORCH SHEATHING DETAIL IS PROPERLY Z GNED. CJ49 r APPLIED 8 ,_ „ U C ao M N r- 2x8xMw.8 o L CS/JML N N cV ` CV � �.. C° _ LONG PT SCABBED RAFTER/OVERHANG; ATTACH TO W T- CM p � , ; TRUSS TOP CHORD W/ 2 0] m m m T- �. OROWS 10d @ 6 O.C. STAGGERED. I"" mADEQUATE SCAB REVIEWED. r I FULL LENGTH IF ADE U CJ50 W V- LL LL � Q ATEBACKSPAN IS NOT AVAILABLE LL x 9 • 2 W (,) 2x8 SYP BLOCKING MGK ,. NG BETWEEN TRUSS TOP CHORDS, BELOW WALL ABOVE �- 211 "8 • ATTACH BLOCKING TO TRUSSES W/ 4 1 O Od TOE -NAILS EACH END Q REVISIONS DATE `— Q TRUSS LAYO ® (2) HTS20 cv UT LO 0 LxLL �' -� 2 REVISION 09-26-17 -� TRUSS LAYOUT U U IM 2 REVISION 9-26-190 7 NOTE 7 W iv NOTE 8, TYP REV 09-26-17 Z —17'4"6' 1 "8 - co f i 910 8 6 8-0"43'6"8 ,„ O _ 3 6 8 5 9 12 ,' 16'8° , ,, _ 34 W Z BEAM SCHEDULE 0 P: STRUCTURAL ENGINEERING BEAM NO. BEAM SI i-- ZEAND TYPE NOTES.. U _ `,��tttfr tt LL �s, �. KOi, onCENTER LVL Qt� BM -1 `� .' \G E' S i 2.0E- 2 s4 x „ NOTE 1 C9 . �+ • ''i 0 08 M onCENTER LVL BM -2 „ NOTE 1 O 2.0E-(2) 1 Y44 x 20 J "fl '• TATE" O Z .0 . O ©F •: w BEAM SCHEDULE NOTES w< , .t� 1. FAST EN EACH PLY „ FIRST LEVEL �� W/ 3 ROWS . , Q E Y EL FLOOR R � �/� O 0d@12 O.C. TA GE _ ♦ 0 1 .• ROOF 1 V�1 V! I N RED. . R w G P �A N 2. FASTEN EACH PLY W/ 3 ROWS „ � • , •' • ` � � 1� ..� � O 10d @ 6 O.C. STAGGERED. U �f S� 11 3. FASTEN P i „ W ft' ONAL-� /4 LIES W/ (2) ROWS / DIA.THRU � ♦t "T 1 BOLT W/ NUT t/ttt . 1►1� O WASHER @ 16" O.C. STAGGERED. PROVIDE 2" EDGE DISTANCE. X OFFICED C O 1� YW Michael G. K Q ozlowskl, P.E. P.E. No, 60839 04- z 122 017 FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN 2 INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR GiAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d 3" O.C. C 0 4. PORCH BEAM FRAMING NOTES n A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV a NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL. d TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. C 6 i $Hf I B. M BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. n ON C. POST DOWN PORCH BEAMS ABOVE TOP PST ELEV ' nce, PROVIDE O IDE D OUBLET S UD POST DOWN SUPPORT AT WALL FOR PORCH OCH BE AMS. BEAM POST DOWN STUDS W/ HTS20R O MSTA24. POST OST D W O NT D S U ST O STUDS BELOW ELOW W/ HTS20 OR MSTA24. LL 4 e D. BEAM ATTACHED TO EXISTING FRAMING C ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS z W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. C U, 5. SHEATH WALL: CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL sW1 , WALL SECTION SHEET. L. Q 6. HIGH UPLIFT CONNECTION, o C� ROOF LEVEL STUD/HDR TO TOP PLATE W/ 1 SDWC156 0 — — 0 16 OC C OR 2 SD WC15600 24 O.C. I�I O — @ LL •--R CONNECTION., SEE ST -5. PROVIDE "METAL _M FOR FLOOR -TO -FLOOR � LL (2) 2x6-1/2(2)4 FLAT STRAP 2ND LEVEL STUD TO IST LEVEL STUD 32" O.C. NO H NOTE 1 (/1 ALTERNATIVE AVAILABLE 1ST LEVELT D T S U O BOTTOM PLATE. W/O 1 DW (2) 2x6-1/1 S C15450 @ 16" O.C. OR (/; v (2) SDWC15450 @ 24" O.C. � (2) 2x6 1/1 7. PLANK -ORIENTED HEADER FRAMING A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ OU (2) A35 C i EACH SIDE OF OPENING SEE PLANK HEADER FRAMING DETAIL ON DETAIL SHEET. ROOF GIRDER B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH IY - 2 STUDS w w J HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. Q O — C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. p. - CS18 Q STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT z OF PLANE WIND LOAD. C 8. HORIZONTAL BLOCKING & STRAPPING TO MATCH WINDOW TOP & BOTTOM F- 1 MSTA24 SILUDOOR TOP SILL FULL LENGTH OF SWB/SWB1 REQUIRED 1 CS18 9. BALLOON FRAME WALL TO OUTLOOKERS W/ 2x6 NO.2 SPF STUDS Cf — —_ -1 rn MAX 16" O.C., SEE DETAIL"B1" FOR GABLE OUTLOOKER FRAMING @ 2 9 " LSL-212 w I REQUIREMENTS O / (2) 2x6-112 o 11 I� Z Lll7 L - - 0 Z 1 MSTA24 U) II U) 1 CS18 Z F. I Cn 00 (2) 2x6-1/1 m H (2) 2x6- 1 Q_ O W I U) Z W - 2 STUDS w0 w Z F- S — — — p _ O _ CS18 - 2 TUD I � I t� r C9 " � , Z)= W (2) c 18 ROOF GIRDER „ Q I � 2 2x6-1/1 ' fY I O y LL I al t (2; 6-1/1 Z 0 w Q 3L 0 ry A/A I 14 O — — -� II L 1 MSTA24 Y N I:.LLI w r F:X mil rn 0 - w _LL I O O. 2 2x8-1/2 _ r O (2} 2x6 1/2 I- I� ,�. o �t 3F0 O. Z a o - �„ 1 MSTA24 Z REV 09-26-17 I 0 O I Z t � 1 MSTA24 \ FE ROOF GIRDER - = W 2 2 STUDS p w00 L A 0 > (2) 2x6-111 lY1 W CS18 7 p W (2) 2x6-1/2 O C7 Z W NOTE \ I I A (2) 2x6-1/1 (2) 2x6-1/1 / 2 2x6-1/2 2) 2x6-112 m O ( sW1 LW - Z 2 STUDS a w swi o 0 - CS18 W a � Z s U) D O 1- -0 LL Q t� V O O Z U ' W 11 � 1 11 F- SECOND LEVEL STRUCTURAL PLAN 1/4 0 x OFFICE COPY a 2 2 STUDS �_ - CS18 OFFICE COPY a - 2 STUDS w0 wo � - CS18 OFFICE COPY a E E X p a - W Z 20 < - 0 - Q� wD ❑W�Qz WpZ IUVF"pp�� En00- F Z p m p W U N� W J -� J Z Z Z - 0 - � m QI-WW-omQWQ3wa paWo WW�o�mNp� Oma ZW`L %-WZ�-0 ly Z L3 Z�-D.QC7N=WNNH�W W � wG]pNU� Q W1- �QOJOM.MZW�V. QrZ1-Zw�zL-Xp1po w a O C) W a I w DdX�❑zwwzNOQ�w W Z Q X o 01.- 0- I O Z tYWpWXhZUQ�tn��Cg W z aw- Z W� 4 W� F Q U p N W W Z= w0_ar 'ZZ JUZO�� wZ }zQo -a a o 19 w��QmzNaQ�z��FQ w7 z❑�t7wt1 ] - u1WQW�� Q_ = Q Z� Z I Q U WA M� Q �Z�Q1-F-��OIpwwZa � p Q ��FW-?3Na�Q0[��?nv SHEET NO.: ST -4 STRUCTURAL FRAMING PLAN JOB NO.: AT6941 SUBDIVISION: Atlantic Beach Country' Club LOT NO.: 146 FLOOR PLAN: Clower Residence. DESIGNED: CC5/JML .REVIEWED: MGK REVISIONS DATE ITRUSS LAYOUT REVI ION 09-26-17 TRUSS LAYOUT REVISION g-26-17 E X STRUCTURAL. ENGINEERING E.� S '•,��*moi, `,`,U�Q,•,\C.Rk 6138 . w • ATE (JF` " k/ �rrtrrri���r��� Michael G. Kozlowski, P.E. P.E. No; 60839 04-12-2017 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE -MANUFACTURED SHEAR PANEL •INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/ 1 OdO.C. e @ 3 FLOOR DECK TO SHEAR PANEL W/ 1 Od @ 3 O.C. • NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY TRUSS MANUFACTURER, SEE "ELEVATION OF 25' 11,2„i 04 m U0 U U •� CJ73 L\NCJ73 >< v X W W J J O U) Y U N O 'IT W RAFTER SPAN SCHEDULE BOX -FRAME OVER SW" DETAIL, SEF_ DETAIL SHEET O.C. SPACING LUMBER SIZE • BRG BLK REQ D, SEE 2. TYPICAL BEARING BLOCK 2x8 2x10 2x12 12" • BBEARING BLOCK TO BE N0.2 SYP, MIN 48" LONG AND TO 18'-3" CJ72 4. OVERFRAMING NOTES 16" MATCH DIMENSION OF TRUSS MEMBER. 15'-10" 18'-9" 22'-1" >< • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS 12'-11" 164" 18'-0" LJ BOTTOM O CHORD W/ (3) ROWS 10d @ 4 O.C. STAGGERED. O I BUILDER IN ACCORDANCE WITH FRC R302.12. j, Q X O ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24 O.G. MAX � 3. LEDGER FRAMING NOTES: O N • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY LO SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. r wo N c� h ti _ ALL -SLEEPERS TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. O SPACING) N H�IZ1=I-�❑Zwo w- Z U Q- W Z U 0 0 I Q •, .ADDITIONAL FASTENERS MAYBE REQUIRED AT SPECIFIED 00 i - --, LOCATIONS ON PLAN o • SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION O • U "SLEEPERS” SLEEPERSi. TO EACH TRUSS/RAFTER W/ (3) 16d � '� U U AGAINST CORROSION „ - „ SEE OVERFRAMING NOTES ON ROOF FRAMING PLAN FOR � p ❑ Q F- I- I 0 � QUI-?3NarnQOml-?nn COMMONS MIN. Y IN ACCORDANCE W/ FRG 507.2.1, EXTERIOR DECK LEDGERS N SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS {V MT512 AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING N 2x8 N0.2 SYP PT RAFTERS EACH RAFTER TO SLEEPER W/ SIMPSON H3 UPLIFT SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE LEDGERS ARE FOR INTERIOR USE ONLY. M H55@MAX I J 24" O.C. CONNECTOR. Q a 25' 11,2„i 04 m U0 U U •� CJ73 L\NCJ73 >< v X W W J J O U) Y U N O 'IT W / • 2x8 NO.2 SYP PT OUTLOOKERS H53 / @ MAX 24" O.C., TYP BOTHZ SIDES o N\ • ATTACH EACH OUTLOOKER TO �- 24�� ®C \\ 2x8 NO.2 SYP TOP PLATE BELOW W/ H2.5T RIDGE BOARD RAFTER SPAN SCHEDULE CJ72 O.C. SPACING LUMBER SIZE • BRG BLK REQ D, SEE 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" CJ72 4. OVERFRAMING NOTES 16" 12'-6" 15'-10" 18'-9" 22'-1" >< J 12'-11" 164" 18'-0" LJ 20 L.L./15 D.L. #2 SYP O I BUILDER IN ACCORDANCE WITH FRC R302.12. j, Q X ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24 O.G. MAX � N c� h ti _ ALL -SLEEPERS TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. O ® 6. CONVENTIONAL FRAMING NOTES — H�IZ1=I-�❑Zwo w- Z U Q- W Z U 0 0 I Q H56 i - --, • U "SLEEPERS” SLEEPERSi. TO EACH TRUSS/RAFTER W/ (3) 16d � '� U U CJ73 „ - „ SEE OVERFRAMING NOTES ON ROOF FRAMING PLAN FOR � p ❑ Q F- I- I 0 � QUI-?3NarnQOml-?nn COMMONS MIN. Y MT512 MT 12 S 2x8 N0.2 SYP PT RAFTERS EACH RAFTER TO SLEEPER W/ SIMPSON H3 UPLIFT SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE H55@MAX 24" O.C. CONNECTOR. Q a USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. _j J •ATTACH EACH RAFTER TO • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. 2x10 NO SYP SLEEPER;SLEEPER / W/ H3; WHERE • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO Z O • ALL MEMBERS TO BE NO.2 SYP UNLESS ESS NOTED OTHERWISE. Z SHEET NO.. , ATTR TO EACH ROOF APPLICABLE RAFTER WHERE APPLICABLE W/ (5) 1 Od COMMONS MIN. J62 H54 TRIAS TOP CHORD W/ 3 16d // • ALL UNSPECIFIED RIDGES ARE CONSIDERED NON / • 2x8 NO.2 SYP PT OUTLOOKERS H53 / @ MAX 24" O.C., TYP BOTHZ SIDES o N\ • ATTACH EACH OUTLOOKER TO �- 24�� ®C \\ 2x8 NO.2 SYP TOP PLATE BELOW W/ H2.5T RIDGE BOARD 0mI r-0�I- >WZ 0 I- W Qa�Q[�mIWwmW W �-6to u w 1- 0 U Z_ Q=OQ�a�,WZw�L U) F F 0 0 Z L,d p❑ LL x M w I w p Q m QM �ZWWZm0 W Q w0 I -0_- W �ZpwF-- Z<FWm_mm W W W Z x4;W �`Z W m<� W 2 F 6 3� m . W W _Z Z Z} Z I X Z Z DI-- Z m F Z U 0 0 W (7 0 C9Z 0-dO-ZZIO RAFTER SPAN SCHEDULE HTS20 O.C. SPACING LUMBER SIZE • BRG BLK REQ D, SEE 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" 21'-8" 25'-6" 16" 12'-6" 15'-10" 18'-9" 22'-1" 24" 10'-2" 12'-11" 164" 18'-0" 0ILw❑ 20 L.L./15 D.L. #2 SYP O 0mI r-0�I- >WZ 0 I- W Qa�Q[�mIWwmW W �-6to u w 1- 0 U Z_ Q=OQ�a�,WZw�L U) F F 0 0 Z L,d p❑ LL x M w I w p Q m QM �ZWWZm0 W Q w0 I -0_- W �ZpwF-- Z<FWm_mm W W W Z x4;W �`Z W m<� W 2 F 6 3� m . W W _Z Z Z} Z I X Z Z DI-- Z m F Z U 0 0 W (7 0 C9Z 0-dO-ZZIO CEILING JOIST SPAN SCHEDULE HTS20 O.C. SPACING LUMBER SIZE • BRG BLK REQ D, SEE 2x4 2x6 2x8 2x10 12" 11'-10" 18'-8" 24'-7" 26'-0" 16" 10"-9" 16-11" 21'-7" 25'-7" En En 0WL,4Z 13'-11" 17'-7" 20'-11" N0❑Z >-11 0 Q 10 L.L./5 D.L. #2 SYP 0mI r-0�I- >WZ 0 I- W Qa�Q[�mIWwmW W �-6to u w 1- 0 U Z_ Q=OQ�a�,WZw�L U) F F 0 0 Z L,d p❑ LL x M w I w p Q m QM �ZWWZm0 W Q w0 I -0_- W �ZpwF-- Z<FWm_mm W W W Z x4;W �`Z W m<� W 2 F 6 3� m . W W _Z Z Z} Z I X Z Z DI-- Z m F Z U 0 0 W (7 0 C9Z 0-dO-ZZIO AT6941 HTS20 H51 G7 • BRG BLK REQ D, SEE NOTE 2 SUBDIVISION: U-) a W Q 0 0 U- d' � :3 En En 0WL,4Z ti N0❑Z >-11 0 Q i--UUEnppJN Z wv Z wp 0 m J Z W 0 O I-mM> 0NW1--00 (2 Z 0ILw❑ wW_j0 N - p O 0mI r-0�I- >WZ 0 I- W Qa�Q[�mIWwmW W �-6to u w 1- 0 U Z_ Q=OQ�a�,WZw�L U) F F 0 0 Z L,d p❑ LL x M w I w p Q m QM �ZWWZm0 W Q w0 I -0_- W �ZpwF-- Z<FWm_mm W W W Z x4;W �`Z W m<� W 2 F 6 3� m . W W _Z Z Z} Z I X Z Z DI-- Z m F Z U 0 0 W (7 0 C9Z 0-dO-ZZIO ATTAC TO EAC i ROOF TRUSS OP CHC RD (3 16d EJ68 / 24" OC / J63 /JN"�­2x8 N0.2 SYP PT OUTLOOKERS @ MAX 24" OC., TYP BOTH o 00\ SIDES C) J64 • ATTACH EACH OUTLOOKER TO Itr -ITOP PLATE BELOW W/ H2.5T N J65 2x8 NO.2 SYP \ \ RIDGE BOARD U AT6941 HTS20 H51 • BRG BLK REQ D, SEE NOTE 2 SUBDIVISION: o Atlantic Beach U- Z 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY W Zp0 } f11 W tYN--I-1- Z Q QI R Q' Z W w - Q Z w 0 N w Q LOT NO.: Z • TRUSS T STUDS W/ (2 20 FLOOR PLAN: O I BUILDER IN ACCORDANCE WITH FRC R302.12. j, Q W - ❑ C7 W C7 i W - IQZ}�ZIQpW�-pFQW � N c� h ti ® 6. CONVENTIONAL FRAMING NOTES — H�IZ1=I-�❑Zwo w- Z U Q- W Z U 0 0 I Q i - --, � '� U U CJ73 „ - „ SEE OVERFRAMING NOTES ON ROOF FRAMING PLAN FOR � p ❑ Q F- I- I 0 � QUI-?3NarnQOml-?nn SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. _j J oo CO • ALL MEMBERS TO BE NO.2 SYP UNLESS ESS NOTED OTHERWISE. Z SHEET NO.. , J62 • ALL UNSPECIFIED RIDGES ARE CONSIDERED NON STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE ST -4A U SUPPORTING' STUDS OR F_ UPLIFT CONNECTORS.. Q _ FRAMING O _ • 2x8 NO.2 SYP PT RAFTERS ALL RIDGES BOARDS TO BE ONE SIZE LARGER � LA GER THAN SUPPORTED W - MAX 24" O.C. @O RAFTERS.ROOF N •ATTACH EACH RAFTER TO FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFTER TO RAFTER P �N o, 61 $ -'-- -- SLEEPER W/ H3 WHERE APPLICABLE WHERE APPLICABLE W/ MIN 6 1 Od (1! O REQUIRED MEMBER CONNECTIONS AREAS FOLLOWS: O 2x10 N 2 SYP EEPER; JOB NO.: ATTAC TO EAC i ROOF TRUSS OP CHC RD (3 16d EJ68 / 24" OC / J63 /JN"�­2x8 N0.2 SYP PT OUTLOOKERS @ MAX 24" OC., TYP BOTH o 00\ SIDES C) J64 • ATTACH EACH OUTLOOKER TO Itr -ITOP PLATE BELOW W/ H2.5T N J65 2x8 NO.2 SYP \ \ RIDGE BOARD U AT6941 Q 0 — SUBDIVISION: o Atlantic Beach U- Country Club Q LOT NO.: Z 146 i FLOOR PLAN: O J66 � , _j Clower Residence _ O 7. ANGLE &LATERAL BRACES MAY BE OMITTED FROM GABLE BRACING ZDESIGNED, AIL IF PORCH SHEATHING DETAIL IS PROPERLY APPLIED LO LO LIDt0 co _ J67 CJ72 , 8. 2x8 xMIN. 8'-0" U CCS/JML LONG PT SCABBED. RAFTER/OVERHANG; ATTACH TO W TRUSS TOP CHORD W! 2 ROWS 10d'' REVIEWED: ,� O @ 6 O.C.O C. STAGGERED: SCAB 1! FULL LENGTH IF ADEQUATE BACKSPAN IS NOT AVAILABLE X CJ74 a� 7 CJ73 Lu MGK Cfl CJ 6 ' 9. • (2) 2x8 SYP BLOCKING BETWEEN TRUSS TOP CHORDS BELOW WALL ABOVE a -, E • ATTACH BLOCKING TO TRUSSES W/ (4) 1 Od TOE -NAILS EACH END REVISIONS DATE 00 W 2.1..$ X CJ75 m CJ7 I Q TRUSS LAYOUT 1� 2 RVI N 09-26-17 O HTS20 TRUSS LAYOUT } - 2 N _ co _ 09 26.17 I„ ti �'� N m _2 EVISION 11 1 _711-� U ° A/ CIDw z Lu 18'8 1618" SC Z 1 O H STRUCTURAL ENGINEERING F- �,} �►1►�Illrrr I.L. O2 60 9 O 0 i STATE OF ; 44/ Z '!rte • Al��ls'` WE, L. ....NA SECOND LEVEL ROOD FRAMING PLAN 1/411 1 off 1-- 11#11111110, _x . OFFICE COPY W it Michael G. Kozlowski P.E. Q P.E. No. 60839 -1042-2017 TYPICAL WALL SECTION icDr+rinnic Ar DnnC ADC TVD1r'A1 GnR nw= Amn -nA/n CTr)PY APPI Ir'ATIONR\ N O b. o o W F• - OPT. 2x_ LEDGER, ATTACH TO FLOOR TRUSS TOP W CHORD W/ 10d @ 6" O.C. E - v° A U CC Q GABLE FLOOR CL TRUSS BY OTHERS z 0 f -- E- 2x4 NO.2 SYP DIAGONAL BRACE @ 48" U) O.C. DIAGONAL BRACE TO FLOOR LO ITX D } TRUSS OR DBL TOP PLATE W/ (3)10d w W Z 2 0 TOE -NAILS AT EACH END. d IL Q j 0 Q Z� 0Y Z L, o _W��W Lw❑ 0 U.L M 0'Z F D w N p 0 � TYPICAL EXTERIOR WALL r, J W w❑ J W n III M }aD z j-mjZz0 4l-Ww-❑m4m40 L I -Mm> O U Z w 0 W W J W W N -0 � aw o PARALLEL FLOOR TRUSS 0oma .wwPw_moz_ U) Qa°QEqui3:WWU] En M W 0wFIIW0ZE] .. Z Q=OQJIY�HFWZW4IL EXTERIOR 1rVALL STUD SPACING. ROOF FLOOR -TO -FLOOR UPL FT CONNECTOR NOTES: 2ND FLOOR WALL TO BEAM, F F ❑ a 0 Z IL a 0 ❑ 2x4 OR 2x6 STUD GRADE Q Z ,� Z w w_ X _ O BEARING. GIRDER OR HEADER UPLIFT TYPICAL EXTERIOR OR w a ❑ iY SPF OR BETTER MAX AND FLOOR 1. ALL SDVIC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ ALTERNATE W a I w O Q iY CONNECTIONS NOT REQ.D INTERIOR LOAD BEARING WAL ill w W 0 0 W 1 .0 VNO. SEE PLAN FLOOR -TO -FLOOR PLIFT CONNECTI NS INCLUSIVE OF ALTERNATE THREADED ROD OONNECTOR-PER - @ L 0 � C Z Z � w 6 O Q EXTERIOR WALLS UNDER Z Q Q U W '❑ w�❑ N D Q❑ Z ADDENDUM _ Z X � - 0 JACK AND GABLE TRUSSES _ W Q F- W �` M - 2. ALTERNATE STRAP ONNECTOR APPLIES TO 1ST FLOOR HEADER OR STUD STUD TO BEAM OR TRUSS @ 48 LLI Q f- Z N [7 L SECTION _ �,� Ww _XQW�Q� TYPICAL WAL S C FL OR UPLIFT CONNECTION NOT LL NOTE. FLOOR TO 3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY TYPICAL, LINO O.C. W/ 12" x 18 GA. METAL STRAP W w a Z IY w i F p n 0 m ' w w Z WQWI -Fzm DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. W/MIN 5 NAILS EACH IN STiJD — Z a Z Z P Z REQUIRED UNDER GAB�.E,TRUSSES AND WHERE O - I } Z a - El 0 0 Q W ❑ M^ ._, AND BEAM (� 0 13 tLrn a0 ZZ= - W Q m Z Q Z COMMON TRUSS SPAN IS 16 FEET OR LESS. WOOD B W - 3i Q EAMORTRUSS W Z � w0 NwQa�"v _0 000 El - w I- a v GIRDER PER PLAN Q Qz�- w w a MIN 2x8 x MIN 8' LONG PT MINX" 36 KSI SEE TABLE 2: WOOD STRUCTURAL PANEL c� OVERHANG; ATTACH TYPICAL EXTERIOR OR TO TRUSS TOP CHORD SHEATHING REQUIREMENTS FOR TYPICAL W/ (2) ROWS 10d @ 6" INTERIOR LOAD B BEARING EA O.C., STAGGERED. STUD TO BOTTOM PLATE @ HEADER SHEATHING SPECIFICATIONS WALL ADEQUATE BACKSPAN JACK/KING GROUPS AND @ 32 O.C. WI — STUD TO BOTTM PLATE HEADER JACK/KING S U @ RIMBOARD. INSTALL (2) ROWS 8d TO TOP OF WOOD ALTERNATE SHEATHING (2)SDWC15450 OR (1) SDWC15600,SDWC MAY O GROUPS AND @ 32O. C. W/ SDWC15450; CONNECTOR: CONNECTOR: BE INSTALLED TO EITHER FACE OF STUD, SDWC MAY BE INSTALLED TO EITHER FACE OF W/ SDWC15600 OR F 2.5A/T SEE INSTALLATION DETAILS BELOW STUD SEE INSTALLATION DETAILS BELOW OF PLATE AS SHOWN* "O.C. STAGGERED: @ 4 O TOP PLATE TO S FUD W/ BOTTOM PLATE TO TRUSS @ 24" O.C. 2.5A/T TYPICAL EXTERIOR WALL TT PLAT TO TRUSS 24 BOOM E @ SDWC1 W/ SIMPSON 5600 "SEE BELOW TRUSS INSTALLATION #2 O.C. W/ SDWC15450 BOTTOM PLATE TO RIBBON BOARD ROOF -TO -WALL CONNECTION LOWER STUDSlHEADER RIBBON BaARD� I 1 W/ 10d @ 6 O.C. a MOOLITHIC .� i i� WALL SHEATHING TO BOTTOM PLATE W/ .75" THICK (MIN) OSB/PLYWOOD RIM TO a STEMWALL o 8d COMMON, SPACING PER TABLE 2, ST -1 FOOTING ONLY a MASA SET Y2" TO THE °7 PE WOOD FLOOR — WALL SHEATHING TO TOP PLATE W/ N a 4 a TRUSSES BY OTHERS 8d COMMON @ 3" O.C. a —CONTINUOUS 2x4 RIBBON BOARD OR EPDXY ANCHOR MIN. EXTERI SHEATHING TO SPAN RSH ALF T ST LA P 2N D LEVEL ALTERNATE 4 WSP RIM BOARD CONTLNUO ;MET -; _ _SPL , IS ACROSS FLOOR SYSTEM TUD T0:1 ST _ LEVEL STUD WALL SHEATHING TO TOP PLATE W/ 8d ALITERNA E FLOOR -TO -FLOOR UPLIFT 11 STEMWALL FTG PER 1 Ya COMMON, SPACING PER TABLE 2, ST -1 FOOTING ONLY TOP PLATE TO TRUSS HEADER P ALTERNATE STRAP @ a a ^ 4 CONNECTOR.. SEE JACK/KING GROUPS ANDr@ 24" O.C. W/ d 4 12" DRILL & Y2" O SCREW ANCHOR Y2' 0 SCREW ANCHOR d "METAL FLAT STRAP SDWC15600 ( " TOP PLATE TO TRUSS 48 O.C. W/ a EPDXY ANCHOR IN 2x6 BOTTOM PLATE IN 2x4 BOTTOM PLATE 2ND LEVEL STUD TO STUD TO TOP PLATE @ HEADER JACK/KING SIMPSON SDWC15600 1ST LEVEL STUD"GROUPS AND @ 48" O.C. W/ SDWC15600, SDWC I TYPICAL BOTTOM I PLATE ANCHOR OPTIONS DETAIL MAY BE INSTALLED TO EITHER FACE OF STUD, SEE INSTALLATION DETAILS BELOW STUD SPACING PER TABLE 3: MAXIMUM N O b. o o W F• - OPT. 2x_ LEDGER, ATTACH TO FLOOR TRUSS TOP W CHORD W/ 10d @ 6" O.C. E - v° A U CC Q GABLE FLOOR CL TRUSS BY OTHERS z 0 f -- E- 2x4 NO.2 SYP DIAGONAL BRACE @ 48" U) O.C. DIAGONAL BRACE TO FLOOR LO ITX D } TRUSS OR DBL TOP PLATE W/ (3)10d w W Z 2 0 TOE -NAILS AT EACH END. d IL Q j 0 Q Z� 0Y Z L, o _W��W Lw❑ 0 U.L M 0'Z F D w N p 0 � TYPICAL EXTERIOR WALL r, J W w❑ J W n III M }aD z j-mjZz0 4l-Ww-❑m4m40 L I -Mm> O U Z w 0 W W J W W N -0 � aw o PARALLEL FLOOR TRUSS 0oma .wwPw_moz_ U) Qa°QEqui3:WWU] En M W 0wFIIW0ZE] .. Z Q=OQJIY�HFWZW4IL EXTERIOR 1rVALL STUD SPACING. ROOF FLOOR -TO -FLOOR UPL FT CONNECTOR NOTES: 2ND FLOOR WALL TO BEAM, F F ❑ a 0 Z IL a 0 ❑ 2x4 OR 2x6 STUD GRADE Q Z ,� Z w w_ X _ O BEARING. GIRDER OR HEADER UPLIFT TYPICAL EXTERIOR OR w a ❑ iY SPF OR BETTER MAX AND FLOOR 1. ALL SDVIC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ ALTERNATE W a I w O Q iY CONNECTIONS NOT REQ.D INTERIOR LOAD BEARING WAL ill w W 0 0 W 1 .0 VNO. SEE PLAN FLOOR -TO -FLOOR PLIFT CONNECTI NS INCLUSIVE OF ALTERNATE THREADED ROD OONNECTOR-PER - @ L 0 � C Z Z � w 6 O Q EXTERIOR WALLS UNDER Z Q Q U W '❑ w�❑ N D Q❑ Z ADDENDUM _ Z X � - 0 JACK AND GABLE TRUSSES _ W Q F- W �` M - 2. ALTERNATE STRAP ONNECTOR APPLIES TO 1ST FLOOR HEADER OR STUD STUD TO BEAM OR TRUSS @ 48 LLI Q f- Z N [7 L SECTION _ �,� Ww _XQW�Q� TYPICAL WAL S C FL OR UPLIFT CONNECTION NOT LL NOTE. FLOOR TO 3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY TYPICAL, LINO O.C. W/ 12" x 18 GA. METAL STRAP W w a Z IY w i F p n 0 m ' w w Z WQWI -Fzm DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. W/MIN 5 NAILS EACH IN STiJD — Z a Z Z P Z REQUIRED UNDER GAB�.E,TRUSSES AND WHERE O - I } Z a - El 0 0 Q W ❑ M^ ._, AND BEAM (� 0 13 tLrn a0 ZZ= - W Q m Z Q Z COMMON TRUSS SPAN IS 16 FEET OR LESS. WOOD B W - 3i Q EAMORTRUSS W Z � w0 NwQa�"v _0 000 El - w I- a v GIRDER PER PLAN Q Qz�- w w a MIN 2x8 x MIN 8' LONG PT MINX" 36 KSI SCABBED RAFTER/ c� OVERHANG; ATTACH TYPICAL EXTERIOR OR TO TRUSS TOP CHORD THREADED ROD ADHESIVE ( W/ (2) ROWS 10d @ 6" INTERIOR LOAD B BEARING EA O.C., STAGGERED. 1 SCAB FULL LENGTH IF WALL ADEQUATE BACKSPAN IS NOT AVAILABLE. RIMBOARD. INSTALL (2) ROWS 8d TO TOP OF WOOD ALTERNATE SHEATHING ALTERNATE STP COMMON NAILS ABOVE AND BELOW CONNECTOR: CONNECTOR: SHEATHING SPLICE. OFFSET ROWS TRUSS TO TOP PLATE W/ SDWC15600 OR F 2.5A/T INSTALLED @ INSIDE! FACE OF PLATE AS SHOWN* "O.C. STAGGERED: @ 4 O TOP PLATE TO S FUD W/ SDWC15600 OR 2.5A/T TYPICAL EXTERIOR WALL O.C.GAP CMIN (5) NAILS STUD ALIGNED DIRECTLY "SEE BELOW TRUSS INSTALLATION #2 BELOW ALTERNATE ROOF -TO -WALL CONNECTION LOWER STUDSlHEADER RIBBON BaARD� N O b. o o W F• - OPT. 2x_ LEDGER, ATTACH TO FLOOR TRUSS TOP W CHORD W/ 10d @ 6" O.C. E - v° A U CC Q GABLE FLOOR CL TRUSS BY OTHERS z 0 f -- E- 2x4 NO.2 SYP DIAGONAL BRACE @ 48" U) O.C. DIAGONAL BRACE TO FLOOR LO ITX D } TRUSS OR DBL TOP PLATE W/ (3)10d w W Z 2 0 TOE -NAILS AT EACH END. d IL Q j 0 Q Z� 0Y Z L, o _W��W Lw❑ 0 U.L M 0'Z F D w N p 0 � TYPICAL EXTERIOR WALL r, J W w❑ J W n III M }aD z j-mjZz0 4l-Ww-❑m4m40 L I -Mm> O U Z w 0 W W J W W N -0 � aw o PARALLEL FLOOR TRUSS 0oma .wwPw_moz_ U) Qa°QEqui3:WWU] En M W 0wFIIW0ZE] .. Z Q=OQJIY�HFWZW4IL EXTERIOR 1rVALL STUD SPACING. ROOF FLOOR -TO -FLOOR UPL FT CONNECTOR NOTES: 2ND FLOOR WALL TO BEAM, F F ❑ a 0 Z IL a 0 ❑ 2x4 OR 2x6 STUD GRADE Q Z ,� Z w w_ X _ O BEARING. GIRDER OR HEADER UPLIFT TYPICAL EXTERIOR OR w a ❑ iY SPF OR BETTER MAX AND FLOOR 1. ALL SDVIC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ ALTERNATE W a I w O Q iY CONNECTIONS NOT REQ.D INTERIOR LOAD BEARING WAL ill w W 0 0 W 1 .0 VNO. SEE PLAN FLOOR -TO -FLOOR PLIFT CONNECTI NS INCLUSIVE OF ALTERNATE THREADED ROD OONNECTOR-PER - @ L 0 � C Z Z � w 6 O Q EXTERIOR WALLS UNDER Z Q Q U W '❑ w�❑ N D Q❑ Z ADDENDUM _ Z X � - 0 JACK AND GABLE TRUSSES _ W Q F- W �` M - 2. ALTERNATE STRAP ONNECTOR APPLIES TO 1ST FLOOR HEADER OR STUD STUD TO BEAM OR TRUSS @ 48 LLI Q f- Z N [7 L SECTION _ �,� Ww _XQW�Q� TYPICAL WAL S C FL OR UPLIFT CONNECTION NOT LL NOTE. FLOOR TO 3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY TYPICAL, LINO O.C. W/ 12" x 18 GA. METAL STRAP W w a Z IY w i F p n 0 m ' w w Z WQWI -Fzm DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. W/MIN 5 NAILS EACH IN STiJD — Z a Z Z P Z REQUIRED UNDER GAB�.E,TRUSSES AND WHERE O - I } Z a - El 0 0 Q W ❑ M^ ._, AND BEAM (� 0 13 tLrn a0 ZZ= - W Q m Z Q Z COMMON TRUSS SPAN IS 16 FEET OR LESS. WOOD B W - 3i Q EAMORTRUSS W Z � w0 NwQa�"v _0 000 El - w I- a v GIRDER PER PLAN Q Qz�- w w a MIN TYPICAL EXTERIOR MINX" 36 KSI WALL SHEATHING TO BOTTOM PLATE c� WALL TYPICAL EXTERIOR OR W/ 8d COMMON @ 3"' O.C. THREADED ROD ADHESIVE ( MIN Y2" Ox 6" TITEN HD OR HILT[ KWIK HUS -EZ INTERIOR LOAD B BEARING EA MASA TO TOP OF BOTTOM PLATE W/ (6) 1 OT USE J AT HOLD-DOWN WALL SPLICE WALL SHEATHING OVER 1 Od x 1 Yz" RIMBOARD. INSTALL (2) ROWS 8d TO TOP OF WOOD ALTERNATE SHEATHING ALTERNATE STP COMMON NAILS ABOVE AND BELOW CONNECTOR: CONNECTOR: SHEATHING SPLICE. OFFSET ROWS �" (MIN 1-41" ,MAX 5) AND SPACE NAILS PLATE EXTERIOR WALL 1-1�„ x MIN. 18 GAGE' "O.C. STAGGERED: @ 4 O COVERING PER SPECS METAL STRAP 48 as TO LAP UPPER AND LOWER LEVEL WALLS 12" O.C.GAP CMIN (5) NAILS T PER APA RECOMMENDATIONS 2x4 a 8" EMBED AT STEMWALL � I EACH IN UPPER AND CONTINUOUS AS SHOWN, MIN (5) LOWER STUDSlHEADER RIBBON BaARD� a � NAILS PER STUD .,� a MOOLITHIC .� 4 MONOLITHIC OR � MONOLITHIC .75" THICK (MIN) OSB/PLYWOOD RIM TO a STEMWALL o MATCH FLOOR DEPTH FOOTING ONLY a MASA SET Y2" TO THE °7 PE WOOD FLOOR — WALL SHEATHING TO TOP PLATE W/ N a 4 a TRUSSES BY OTHERS 8d COMMON @ 3" O.C. a OR EPDXY ANCHOR MIN. EXTERI SHEATHING TO SPAN RSH ALF T ST LA P 2N D LEVEL ALTERNATE 4 WSP RIM BOARD CONTLNUO ;MET -; _ _SPL , IS ACROSS FLOOR SYSTEM TUD T0:1 ST _ LEVEL STUD _ ICE CONNECTION C ON ALITERNA E FLOOR -TO -FLOOR UPLIFT N O b. o o W F• - OPT. 2x_ LEDGER, ATTACH TO FLOOR TRUSS TOP W CHORD W/ 10d @ 6" O.C. E - v° A U CC Q GABLE FLOOR CL TRUSS BY OTHERS z 0 f -- E- 2x4 NO.2 SYP DIAGONAL BRACE @ 48" U) O.C. DIAGONAL BRACE TO FLOOR LO ITX D } TRUSS OR DBL TOP PLATE W/ (3)10d w W Z 2 0 TOE -NAILS AT EACH END. d IL Q j 0 Q Z� 0Y Z L, o _W��W Lw❑ 0 U.L M 0'Z F D w N p 0 � TYPICAL EXTERIOR WALL r, J W w❑ J W n III M }aD z j-mjZz0 4l-Ww-❑m4m40 L I -Mm> O U Z w 0 W W J W W N -0 � aw o PARALLEL FLOOR TRUSS 0oma .wwPw_moz_ U) Qa°QEqui3:WWU] En M W 0wFIIW0ZE] .. Z Q=OQJIY�HFWZW4IL EXTERIOR 1rVALL STUD SPACING. ROOF FLOOR -TO -FLOOR UPL FT CONNECTOR NOTES: 2ND FLOOR WALL TO BEAM, F F ❑ a 0 Z IL a 0 ❑ 2x4 OR 2x6 STUD GRADE Q Z ,� Z w w_ X _ O BEARING. GIRDER OR HEADER UPLIFT TYPICAL EXTERIOR OR w a ❑ iY SPF OR BETTER MAX AND FLOOR 1. ALL SDVIC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ ALTERNATE W a I w O Q iY CONNECTIONS NOT REQ.D INTERIOR LOAD BEARING WAL ill w W 0 0 W 1 .0 VNO. SEE PLAN FLOOR -TO -FLOOR PLIFT CONNECTI NS INCLUSIVE OF ALTERNATE THREADED ROD OONNECTOR-PER - @ L 0 � C Z Z � w 6 O Q EXTERIOR WALLS UNDER Z Q Q U W '❑ w�❑ N D Q❑ Z ADDENDUM _ Z X � - 0 JACK AND GABLE TRUSSES _ W Q F- W �` M - 2. ALTERNATE STRAP ONNECTOR APPLIES TO 1ST FLOOR HEADER OR STUD STUD TO BEAM OR TRUSS @ 48 LLI Q f- Z N [7 L SECTION _ �,� Ww _XQW�Q� TYPICAL WAL S C FL OR UPLIFT CONNECTION NOT LL NOTE. FLOOR TO 3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY TYPICAL, LINO O.C. W/ 12" x 18 GA. METAL STRAP W w a Z IY w i F p n 0 m ' w w Z WQWI -Fzm DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. W/MIN 5 NAILS EACH IN STiJD — Z a Z Z P Z REQUIRED UNDER GAB�.E,TRUSSES AND WHERE O - I } Z a - El 0 0 Q W ❑ M^ ._, AND BEAM (� 0 13 tLrn a0 ZZ= - W Q m Z Q Z COMMON TRUSS SPAN IS 16 FEET OR LESS. WOOD B W - 3i Q EAMORTRUSS W Z � w0 NwQa�"v _0 000 El - w I- a v GIRDER PER PLAN Q Qz�- w w a MIN 1/2"x10" L -HOOK MINX" 36 KSI ANCHOR BOLT -BOLT THREADED ROD ADHESIVE ( MIN Y2" Ox 6" TITEN HD OR HILT[ KWIK HUS -EZ MIN X"Ox 6" TITEN HD �— OR HILTI KWIK HUS -EZ MASA TO TOP OF BOTTOM PLATE W/ (6) 1 OT USE J AT HOLD-DOWN APPROVED EQUAL) E 1 Od x 1 Yz" TO TOP OF WOOD 'ONNECTORS PLATE 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE as a a MASA TO SIDE OF a 8" EMBED AT STEMWALL ° BOTTOM PLATE W/ (3) 6" EMBED AT MONOLITHIC a a a 10d x 1 Y" a MOOLITHIC OR 4 MONOLITHIC OR � MONOLITHIC a a STEMWALL FOOTING' STEMWALL FOOTING a FOOTING ONLY a MASA SET Y2" TO THE °7 PE PLAN Q APPROVED ADHESIVE a 4 a INSIDE E OF SLAB. a OR EPDXY ANCHOR MIN. MIN. a MIN MONOLITHIC OR 3" ° a 1 �a 4° a MONOLITHIC a a 11 STEMWALL FTG PER 1 Ya FOOTING ONLY PLAN a a ^ 4 d 4 12" DRILL & Y2" O SCREW ANCHOR Y2' 0 SCREW ANCHOR d Y2" J -BOLT ANCHOR a EPDXY ANCHOR IN 2x6 BOTTOM PLATE IN 2x4 BOTTOM PLATE MASA ANCHOR :_�l TYPICAL BOTTOM I PLATE ANCHOR OPTIONS = z=Qn a-0FQ C) F E-IZP���ZWC) WFF �\ Z0Q_ []�0I W0ZQ o �LiFZ3Nn.M40M -00 Z SHEET NO.: 2ND FLOOR WALL TO BEAM/GIRDER OR HEADER ° ST -5 Q � STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM FOR GIRDER) � TYPICAL: WALL KING STUDS: EACH KING STUD TO BEAM/HEADER BELOW WITH 0 MSTA36 (OR CS18) WITH (18)10d. 0- SECTION SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER W ° JOB NO.: BELOW PER SW SHEAR WALL SCHEDULE ON SHEET ST- U "WHEN FLOOR SYSTEM EXCEEDS 16" DEPTH USE SIMPSON CS18 Q AT6941 EXCLUSIVELY** SUBDIVISION: o Atlantic Beach :ALTERNATE SECTIONS AT FLOOR LL Country Club LOT NO.: r] Z 146 FLOOR PLAN: TYPICAL WALL SECTION BOTTOM PLATE ANCH )R NOTES: 1 -HOUR FIRE RATED ASSEMBLIES: J Clower Residence PROTECTION ASSEMBLIES s 1. -ANCHOR REQUIRE ADJACENT TO EACH SIDE OF OPENING FIRE PR N ES RRE TO BE DEl ERMINED BY BUILDER AND ARE UNDER THE 2 E TYPICAL FOR ONE AND TWO STORY APPLICATIONS �a O SECTIONS AT FOUNDATION ARE ) ( 2: TYPICAL ANCHOR BOLT SPACING IS 48 O.C., SEE PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL 4 Z DESIGNED: 'A 'TYPICAL WALL SECTION NOTES: NON TYPICAL BOLT SPACING. REQUIREMENTS • FIRE RATED WALL COVERINGS` REQUIRE A MINIMUM OF 1/ NAIL PENETRATION INTO _ �� z C „ I Y w CS/JML ARE O BE BUILT WITH 2 2x N0.2 SYP FASTENED W/ 2 ROWS 10d 8 O.C. STAGGERED 3 MINIMUM (2) ANCHORS REQUIRED N AN SEGMENT OF BOTTOM PLATE FRAMING SUPPORTS @MAX 24 O.C. Pressure U 1: ALL TOP PLATES T O _ O @ „ • W AN ANCHOR MUT E PRESENT WITHIN 12 OF THE END ANY PLATE GALVANIZED OR T " NEEDED. S OF LA USE S AINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER ,. w , treated sill LINO .MINIMUM 48 LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING A5 ( ) �� i •; .• H REVIEWED:. P D FASTENER CAPACITIES. 4.' ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND 2 SQUARE WASHER SPECIRED INSTALLATION DETAIL 2. 1ST AND 2ND FLOOR BOTTOM PLATESSHALL BE N0.2 SY UE TO F S WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND FLOOR -TO -FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. 3 � W MGK - T GIRDERS AND SHEAR WALLS.' WOOD STUDS (FBC TABLE 721.1(2), FOOTNOTE L). 30 4. SEE PLAN FOR ADDITIONAL NON Tl PICAL METAL CONNECTORS A GCL SDWC15450 at sill late connection < s " PE X SHEATHING p 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK / TY G MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR TYPICAL ° ° WALL" FRAMING APPLICATIONS. AT "SW WALL OSB R P ° 10 0 Finish: Black E- Coatr"" Q REVISIONS DATE S O PLYWOOD MUST BE INSTALLED Optimal 22/ TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL RI T 1 PRIOR O FIRE PROTECTION: Note: Sill plate anchor to foundation not shown for clarity. } , TRUSS LAYOUT 2 09-26-17 PROVIDED BY SCREW MANUFACTURER sawcsTUD-T - m REVISION SDWC INSTALLATION SPECIFICATIONS, ASP _ 'l 'l O SILL PLATE CONNECTION **NOTE TO FRAMER** " ** W ..NOTE TO FR' ER MAX 1 SDWC TO NARROW FACE OF MAX 1 DWC TO NAR Z O � O5 i, WFACEOF EACH STUD, (2) SDWC TO NARROW FACE EACH STUD, (2) SDWC TC ARROW FACE � OF STUD REQUIRES (2) STUDS OF STUD REQUIRE ) STUDS ° Optimal 22%° : W min n Rafter or Truss 4 4 " . " 0 10 0 .. `, �4 trm �4 30 Ma %"minimum " Q • 30 Optimal 221 Z Mm edge. distance ° ° SDWC154APEX for full values Splice may be in 30 10 0 U) Y with or without upper or lower MIN ( PP Y2 E E \ ° Do not install SDWC in a plate splice) plate DISTAIN STRUCTURAL ENGINEERING hatched area � i- SDWC15600 1 U t tLt t /z Max 3" +/-Ya'" frt� I L� i* ♦ i i -►i —%"Min. Offset Ya from 2 top plate splice Q v� P,. '•., (� i� �Overhanqls „ SDWC15600 for full v lues MIN/ EDGE C3,•1.10 1 Ya Max a 2 U) DISTANCE �, ,• Note: Sloped -roof rafters may be sloped u to and including a SDWC15600 • 053 P Y P p 9R i- , „ . Rafter to Top Plate shown SDWC45600 1 SDW •. �Ir .. 12:12 itch and must be birdsmouth cut. . . SDWC15600 O C (2) SDWC (� SDWC1560t, P SDWC15600' Truss to Top:Plate similar � - • _ Note. Stud -to -Bottom Plate shown. All other installations similar. ° .. • GE DISTANCE STUD -TO -TOP S CE FOR TOP. T P • SDWC M D PLATE SPLICE OPT. SDWC STUD TOT P PLATE C IN. E O SDWC INSTALLATION RANGE _ .. OPT. SDWC STUD TO SIL LATE N W CONNECT OPT SDWC INSTALLATION ,NED STUD OPT ?WC INSTALLATION RANGE WALL INSTALLATION RANGE ALLAl10N TRUSS/RAFTER ALiC WITH . S 1 S TION . TALLA ON STANDARD SDWC ROOFTO l ATE 'F 1Cl SDWC ROOF TO WALL INS TI STANDARD SD O fl • S 2 2® 3 4 4D WC EDGE DISTANCE AND SPA Q SIM FOR STIED TO TOP PLATE CONNECTION CONNECTION THROUGH NARROW FADE AT NARROW FACE OF ST 2 � 3 LING INFORMATION •. i ( ) STUD THrlOUGH NARROW FAC T FDN Z +f ..t` .• ��� �,�t S�0 do R W ��o N A1.. 1— �tttett►t� X OFFICE COPY CL Michael G. Kozlowski P.E. t a ' P. E. No. 60839 04-12-2017 HEADER PER PLAN � „MAX. 7 Ya 16" MAX S B 2x NO 2 SYP NAILER FASTENED TO DOUBLE TOP PLATE W/ 12d 2x4 NO.2 SYP CATS @ 12" O.C. .. S V V V V COMMON @ 3„ O.C. AND TO (1) FASTENED TO DOUBLE TOP 2x4 NO.2 SYP NAILER TO BOTTOM CHORD OF TRUSS W/ •FASTEN DBL STUDS TO TOP PLATE AT ADJACENT TRUSS W/ (1) ROW ” OF 12d COMMON @ 3 O.C. PLATE W/ 412d COMMON AND O TO EACH ADJACENT TRUSS W 10d COMMON @ 3" O.C. FASTEN DBL STUDS AT END. END OF SHEARWALL AND KING STUDS W/ 2 O MSTA24: (3)10d COMMON TOE -NAILS. OF SHEARWALL AND KING •FASTEN STUD GROI SPS TOGETHER W/ TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD STUDS W/ (1) MSTA24„ HEADER PER PLAN 12d @ 8 O.C. {TYP) 1/16” OSI SHETHING FASTENE TO NAILER 1N/ 8d COMMON @ 3" NAIL THROUGH /s OSB INTO SPF OR EACH FASTEN TOP PLATE TO C TENT P PLATE TO EACH FAS O O.C. AND TO DOUBLE TOP PLATE BETTER FRAMING WITH "' 8d 3 O.C. TYP OTHER WITH (2) ROWS OF (4) 10d OTHER WITH (2) ROWS OF (4) 10d W/ 8d COMMON @ 3 O.C. ba; dc AT HATCHED EDGES) COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD FASTEN TOP PLATE TO EACH OTHER WITH (2) ROWS OF (4) 10d „ NAIL THROUGH 7/16rOSB INTO SPF OR DBL CROSS PLATE ABOVE AND BELOW /s OSB ATTACHED TO STUDS/Ld 7 ,� �s OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD SETTER FRAMING WITH 8d 3 O.C.TYP @ ( OPENING TO DBL 2x4 BLOCKING W/ 2 CS1 O 8 p COMMON 3 WITH MINIMUM 8d CO @ WITH MINIMUM 8d COMMON @ 3 AS SHOWN). OR (2) MSTA36 (TYP AS SHOWN) p (V a) O.C.ON EDGE, 12 O.C. IN FIELD. G O.C. ON EDGE 12 O.C. IN FIELD. , ED TO STUD �s OSB ATTACH S to WITH MINIMUM 8d COMMON @ 3' .OPTION 1 OPTION 2 O.C. ON EDGE, 12 O.C. IN FIELD. OPTION 3 00 DBL CROSS PLATE ABOVE AND p :BELOW OPENING TO DBL 2x4 1-i INTERIOR SHEARWALL DETAIL BLOCKING W/ 2 CS18 W/ MIN 9 10d (> c) ® ■ 1 FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS EACH END OF EACH SRA (TYP A S T H P a p' BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4 O.C. SHOWN) Cn 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE CV N T THE TRUSSES. THIS IS A PREFERRED THE SHEARWALL RUNS PARALLEL O BOTTOM OM PLATE ANCHORS 24 O.C. (UNO) N co ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. PER TYPICAL WALL SECTION FASTEN STUD GROUPS TOGETHER J W/ (2) ROWS 10d @ 8" O.C., STAGGGEREC • HTT5 AT WALL SEGMENT END STUDS LL - l . AT SECOND LEVEL WALLS END STUDS TO W ROOF DECK FASTENED W/ 8d — WALL END STUDS TO TRUSS/WALI_I ,9 1ST LEVEL STUDS W/ (2)MSTA36 OR RINGSHANKS @ 3„ ON SINGLE 2x4 N0.2 FRAMING BELOW W/O 2`CS18 W MIN ) �O.C. /_10d EACH END OF STRAP, TYP (2) PLACESMLHTT5 f (2)CS18, 1ST LEVEL STUDS TO SLAB W/ k -j > EDGE, AND 6” O.C. IN THE FIELD. SYP TOP PLATE- HTT5 MAY BE INSTALLED AROUND CORNER O ROOF DECK FASTENED U) W/ 8d RINGSHANKS @ 3„ O.C. ON EDGE, AND • LTT19, LTT20B; OR DTT2Z AT KING/JACK STUDS Y U FASTEN SHEATHING TO DBL 2x4 6„ Q.C. IN THE FIELD. AT SECOND LEVEL WALLS, KING/JACK S <C NO.2 SYP CORNER STUDS W/8d SINGLE 2x4 N0.2 STUDS TO 1ST LEVEL STUDS W/MSTA36 „ ..COMMON @ 3 O.C. (TYP, 4 SYP TOP PLATE OR CS18, 1ST LEVEL STUDS TO SLAB W7 N p PLACES) FASTEN SHEATHING TO KING STUDS TO TRUSS/WALL FRAMING BELOW HOLD DOWN. _ SWB SPECIAL SHEARWALL DETAIL • 6 NAILS OF LTT206 MAY BE OMITTED O d• DBL 2x4 N0.2 SYP CORNER W/ CS18 W/ MIN 9 1 _ O 0d EACH OF STRAP, TYP SWB1 SPECIAL SHEARWALL DETAIL 2 PLACES • SHEATH ONLY ONE FACE OF WALL UNO LLI STUDS W/8d COMMON 3” @ SHEATH ONLY ONE FACE OF WALL THIS DETAIL MAYBE USED AT IST AND 2ND LEVEL WALLS O.C. (TYP, 4 PLACES) UNLESS NOTED OTHERWISE ON PLAN. U) 0 OSB CONTINUOUS TO INSIDE MANUFACTUREDTRUSS ROOF DECK e FACE OF TRUSS. TOP CHORD. WEB VARY. O PLACEMENT MANUFACTURED HTT5 AT CORNER 2x6 U „ TRUSSES @ 24 O.C. SECTION VIEW ELEVATION EXTERIOR NATION sTUD PACK 2x4 � SHEATH INSIDE FACE ONLY IF NOTED ON MIN 36” SCAB W/ (20) 10d TO Q CL FRAMING PLAN. ACCEPTABLE TO STOP 12d3" O.C. @ SHEATHING AT GOAL POST o FULL HEIGHT CORNER STUD OS Z I O 2x6 N0.2 SYP TO BOTTOM „ 8d COMMON @3 O.C. — — — — - PLT AND TRUSS TOP FASTEN STUDS TO CORNER CHORD OR BLOCKING p X STUD GROUP W/ (2) ROWS 10d @ 2x4 NO.2 SYP BLOCKING W/12d 3" O.C. (TYP, ALL @ "' 6" O.C., STAGGERED. STOP NAILS 41 LO BETWEEN TRUSSES TO SIDES OF CHIMNEY) TRUSS TOP CHORD AT BOTTOM 24" OF STUD FOR X p } z 1 0 SUPPORT BTM PLATE ABOVE. CONNECTOR INSTALLATION 1 a [Wi 0 4 . 0 m FASTEN @EACH END W/(3) 12d 2x6N0.2SYP ACK AND KING STUDS. SEE PLAN FOR QUANTITIES. --- HTT5 OPTIONAL HTT5 AT CORNER STUD r, 4� m 0W�az w 00 In TOE -NAILS. (TYP, 2 PLACES) PACK INSTALLED IN GARAGE WALL FASTEN FLOOR SHEATHING TO BOX FRAME d � 0 Z I D 0 0 ❑ m❑ - F Z m p D m GARAGE RETURNS TO BE PLAN VIEW ILO SIDE WALL. W/1 Od COMMONS 3" O.C.�." @ J � ❑ _ W - a D z W j m 'J Z z w FRAMED AS 2x6. EXTERIOR WALL SHEATHING O a w w � m Q a WW Dmww❑mm�0 ROOF DECK FASTENED W/8d AT HEADER AT CORNER ' 2x4 SPF BOX -FRAME Z � paw 0 W W J D LL m_ p 0 m m F � w z ❑ RINGSHANKS @ 3 O.0 ON EDGE • 2x4 NO.2 SYP BOTTOM EACH JACK TO HEADER W/ ADDITIONAL WALL STUDS "' ` BETWEEN FLOOR TRUSSES SHEET (1) FACE U) a z _ � D [L • W W W J m ❑ Z D Z w vi w m AND 6" O.C. IN THE FIELD. PLATE FASTEND TO SIMPSON MSTA24N @ MAX 16" O.C. AS TYPICAL OVER SW OF BOX -FRAME w/ MIN %6' Z ° a m = W F N w LL a w I w D • A. TRUSS TOP CHORD REQUIRED 16" O.C. OSB FASTENED TO BOX FRAMING W/ 8d @ 3" O.C. — m 0 z Z Q z ❑ a o a Z w -3 o „ W/ 12d 3 O.C. ''.. FASTEN SHEATHING TO STUDS MINIMUM AT BOX FRAME TO TOP PLATE 10d a z 1_ Z W Z L` X 0 2 Q W Z ❑ J m FASTEN SHEATHING TO DBL GARAGE RETURN STUDS ., (3) CORNER„ w/ CO�.MONS@ O.C.m m o w W I W o Q tY W p D D W 2x4 NO.2 SYP CORNER STUDS ,,, MANUFACTURED TOP PLATE, AND BOTTOM ., t .. ., I I 3 _._,. TOP OF 1ST LEVEL W D a z W Z m W D W w _ ❑ a Z a x ❑ Q I 0 Z „ W/ 8d RINGSHANKS 3 O.C. @ • PLATE AS SHOWN W/ 8d - .. .. W - Z I- - w - _ W F Q p w m_ X a Z Z i] ❑ (TYP, 4 PLACES) TRUSSES 24” O.C. @ (BELOW ROOF DECK) COMMON AT 3" O.C. ,•,• INT N T INSTALL (1) SIMPSON HTT5 A I ( W 2 W ^ x a a tY w w W Z w w_ D m z wwa,Wa�FZ • CORNER END OF RETURN OR IN (2)2x4N0.2SYPTOP PLATE OVER SW — O F-Zmww z 0 Z Z H . Z THING TO DBL FASTEN SHEATHING ROOF DECK DIA. ALL -THREAD W/ 2 ROUND WASHER DRILLED • . RETURN WALL AT CORNER END. .. SEE ALTERNATIVE HOEDOWN I a. u; ,., ,. _ ,.., , 4 _ �, , .. � �. FLOOR TRUSSES Z U Z t _ m Z rn a Z w N - Z p - m ❑ Z - I- F- a m Q Z � x4 N .2 SYP CORNERSTUDS 2 O SI PACED. STUDS S @ NO AND EPDXIED INTO .. ... .. .. r A,.. .. OPTION$ fN NOTE BELOW. .. TYP ( ) W W _ H a W � J w w I - Z ❑ � � N a � D L�wL7F D- W/ 8d RINGSHANKS @ 3„ O.C. MORE THAN 16 O.C. „ CONCRETE W/ 7 EMBED .. Q W- i� I a Z Z I Q D w m- w a w W P, 4 PLACES �' ) / TOP VIEW (TYP} INSTALL 1 SIMPSON HTT5 I: ELEVATION 'F BOX _ E O FRAME DET AIL OVER SW C) _ F z z- Z w p I- I.- H I- � w z -z a w D D ❑ z p a O AT HEADER END OF BOTTOM PLATE REQUIRED' ONLY WHEN SPECIFIED ON FRAMING PLAN � .oW 1-��- •I ❑J Z a D I- - � N a to a 0 r) F Z D D RETURN AS SHOWN. SEE �O N & ANCHORING CHIMNEY FRAMING DETAIL ALTERNATIVE HOEDOWN . . . I•�- SHEET NO.: OPTIONS IN NOTE BELOW. Z h h ZW ST -6 Z W Z - �o �o I-_ Q MONOLITHIC FOOTING OR w �- w STRUCTURAL m STEMWALL. I Q_ DETAILS W w JOB NO.: AT6941 O ELEVATION VIEW a o IX SUBDIVISION: - O Atlantic B c each LL Country Club G 1 GARAGE RETURN a LOT NO.: TOP OF CHIMNEY ALTERNATIVES FOR THIS APPLICATION & DETAIL ONLY: _ 146 - ARCH DWGS .SEE C ] „ T /s OSB. FASTEN O CHIMNEY FRAMING W/ 8d . „ COMMON. 3 O.C. AT PANEL EDGES 6" O.C. IN THE FIELD '', (1) STHD14 - (1) HTT5 (MONOLITHIC) (2) PA51 = (1) HTT5 (STEMWALL) 2 ' < x 2-'%" TAPCONS = 1 ANCHOR BOLT O � O � 177 x X }- U' O FLOOR PLAN: Clower Residence w ABOVE ROOF DECK. O DESIGNED: x d ROOF DECK N Z SEE SPEC. TABLE 2 " _rLU LU 2x4 N0.2 SPF CHIMNEY , LU STACK FRAMING STUDS @ v CCS/JML Z Qo CL � .� „ Max 16 O.C.PL EACH TRUSS OR RAFTER N VIEW TOTAL NUMBER OF JACK SHEATH FRONT FACE w H REVIEWED. w Q w h AND KING STUDS SHALL BE N O LY WITH 8d x Lt_ U Z O z 2x4 KNEEWRLL STUDS TO TOP PLATE w/ SIMPSON SDWC15600 OR H2.5T CONVENTIONALLY FRAMED 2x6 „ AS SPECIFIED ON PLAN. COMMON AT 3 ON ED 1 „ GE, 2 IN FIELD w d MGK db w „ @MAX 16 O.C. — NO.2 SYP RAFTERS OR — Q . o Z= w � 2x4 N0.2 SYP DOUBLE PREMANUFACTURED TRUSSES EACH JACK STUD TO REVISIONS DATE Om PRE -FAB TRUSS @24, O.C. TOP PLATE. HEADER WITH MSTA24 O 00 TRUSS LAYOUT 9-26-17 U 2x6 JACK/KING STUDS HOLD DOWN OPTION m 2 REVISION SION DOUBLE TOP PLATE AT TRUSS BEARING NAILED TOGETHER w/ 2 IN LIEU OF ABU66: ROWS 10d COMMON @ 8" • NOTCH STUDS 18 MAX W 2x4 N0.2 SPF STUDS @ O.C. STAGGERED. FROM BOTTOM PLATE Z KIN G @ PLYWOOD BY OTHER TOP PLATE BY OTHER 16" O.C. SHEATHING OVER STUDS. EACH STUD TO TOP PLATE W/ SIMPSON SDWC15600 OR H2.5T I ( (MAX (1) KING STUD .SPECIFIED ON PLAN MAY BE NOTCHED O SEE SPEC, TABLE 2 ,_ EACH STUD TO BOTTOM I1 SIMPSON ABU66 POST •INSTALL DTT2Z W/ 12„ LIJ PLATE W/ SIMPSON BASE I I I LONG x % DIA DRILL AND Q LU CL LAP FIREBLOCKING OVER TOP 2 2x4 BLOCKING BETWEEN O SDWC15450 OR H2.5T — ( EPDXYANCHOR I1 Z C3 O w PLATE. FASTEN TO PLATE W/ TRUSSES TO SUPPORT o o 'pi Z U h p „ 10d COMMON @ 3 O.C. KNEEWALL BOTTOM PLATE A RATED ROOF SHEATHING, 2x4 NO.2 SYP BOTTOM PLATE o w w �- <n Z ABOVE, FASTEN BLOCKING W/ SEE SPEC TABLE 2 FASTENED TO EACH TRUSS/HEADER O � _, w LU 2x4 CHIMNEY FRAMING (3) 12d TOE -NAILS EACH END BLOCK W/ 2 SDWC15450 OR H2.5T _ STRUCTURAL ENGINEERING: as STUDS @ MAX 16” O.C. z Z U ►►�►a��rrrr ® SHEATH TRUSS TOP CHORDS CONTINUOUS BELOW — '%► s� EXTERIOR WALL DORMER, OR BRACE TRUSS TOP CHORDS, W/ N N � � ..... < �G- PURLINS AS REQUIRED BY TRUSS ENGINEER 41** 2x4>N .2 SYP HEADER BLOCKS OR IF H2.5T OPTION IS USED FASTEN PLATE TO EACH TRUSS/HEADER CO �- ,� �U•.� 83 . " CHIMNEY FRAMING DETAIL AT EXTERIOR WALL) TRUSS TOP CHORDS @ 24 O.C. BOTTOM c� NOTE. PLYWOOD MUST BE CONTINUOUS OVER PLATE BREAK FADER BLOCKS `CUT TO FIT BLOCK W/ (3) 1 Od FROM ABOVE ELEV TION VIEW O " W BREAK W/MIN 18 LAP ABOVE OR BELL TIGHT BETWEEN TRUSSES. 5 „ /a x 12" EMBED. DRILL — %" x 12' EMBED. DRILL AND EPDXY ALL AND EPDXY ALL � TAT `SCJ:' r ., E OF .: © T TOE wl NAIL TO TRUSS TOP CHORD > 1 Od COMMONS EACH END. KNEEWALL SECTION THREAD ANCHOR THREAD ANCHOR •-/ � • O FI i �., N ( ALSO USED FOR FALSE FRAMED DORMERS) " '',r 0N'AC; G GE RETURN A RN G4 W �— rrrrt11111 ` A Y� OFFICE COPY k W Q Michael G. Kozlowski, P.E. i P:E. f o. 60839 — _ 04-12-2017 (1) DIAGONAL BRACE PER10 ( ) TRUSSES APPLIED TO OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT ROOF DECK APPROXIMATE 45° AN GLE TO NO LESS THAN (3) TRUSSES... TRUSSES PARALLEL TO WALL: it II II II 2x4 SPF MIN NAILER FASTENED ROOF TRUSS KING AND JACK STUDS CONTINUOUS LATERAL RESTRAINT (MIN) OR RAFTER PER ENGINEERING (CLR). QUANTITY AND TO DBL TOP PLT W/ 10d @ 3" O.C. ( ) LOCATION 2x4 SPF (MIN) BLOCKING: BETWEEN EACH DEFINED BY TRUSS SHOP DRAWING. FINISH AND TRIM WORK BY TRUSSES PERPENDICULAR TO WALL: CH TRUSS.` BUILDER 2x4 SPF (MIN) BLOCKING FASTEN TO BEAM w/10d BETWEEN EACH TRUSS. FASTEN @ 4" O.C. WEATHER STRIPPING/STOP TO DBL TOP PLT W1 Od @ 4" O.C. TRUSS TO PORCH BEAM W! SDWC15600 GARAGE DOOR I :� =Ce) - -----------I T7 APPLIED TO EITHER !F LATERAL RESTRAINT MUST BE i SIDE OF WEBS MADE OF MORE THAN ONE PIECE, OR THICKER CDX DO SO WITH OVERLAPPING b p RACES OR OSBfASTENED TO LIKE THIS (TYP EVERYWHERE N TRUSSES,RAFTERS 2x6 SYP GOAL POST 2x WALL FRAMING OR BLOCKING W/8d ATTACHED TO STUDS W! NOTE: COMMONS @ 3 EDGE, PORCH BEAM (2) ROWS OF 3-%2' GALV IN LIEU OF SPECIFIED DECK SCREWS FOR N 12" FIELD. 00 WOOD STRUCTURAL - SHEATHING TYPICAL PORCH SHEATHING DETAIL GARAGE DOOR JAMB DETAIL WITHOUT BUCK 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER'(UNO). 2. SHOULD A SCENARI ARISE THAT DO —� ES NOT RESEMBLE THOSE INDICATED ABOVE IMMEDIATE THIS. DETAIL IS REQUIRED AT ALL COVERED PORCHES LY LL CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DE UNLESS NOTED OTHERWISE, _ TAILS. 3. BRACING LUMBER SMALL INTERSECT THE WEB W S OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODU CED BY THE TRUSS ENGLNEER--I . J' 4. ALL FASTENERS SHOWN ARE .131" x 3' LONGUNO . 5. DESIGNED _ ( ) PER BCSl"�B3, 2007. Z O (n 0 -•L� Q MAX _ MAX a6" MAX T -BRACE FASTENED TO x. WEB W/ 10d AT 6" O.C. CONTINUOUS LATERAL RESTRAINT WEB DECK SCREWS @ 12" O.C. GOAL POST ATTACHMENT, THE GARAGE DOOR SUPPLIER MAY SPECIFY A p WEB MEMBER SPECIFIEDALTERNATE BRACING SIZE CLR GARAGE DOOR TRACK FASTENING PATTERN OF THE GARAGE TRUSSES NEEDING BRACING p — 1 ROW 2x4 ATTACHED PER MANUF. DOOR TRACK DIRECTLY TO THE KING AND ' 2 ROWS ' 2x6 (2)2x4* WRITTEN SPECIFICATIONS JACK STUDS, THROUGH THE GOAL POST. 1 ROW 2x4 (1)2x6 2x6 CN 2x6 (2)2x4* 2x8 1 ROW LA'= N T�RAL BRACING - MULTIPLE TRUSSES N co (1)2x8 2x8 TYPICAL PORCH SHEATHING DETAIL GARAGE DOOR JAMB DETAIL WITHOUT BUCK 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER'(UNO). 2. SHOULD A SCENARI ARISE THAT DO —� ES NOT RESEMBLE THOSE INDICATED ABOVE IMMEDIATE THIS. DETAIL IS REQUIRED AT ALL COVERED PORCHES LY LL CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DE UNLESS NOTED OTHERWISE, _ TAILS. 3. BRACING LUMBER SMALL INTERSECT THE WEB W S OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODU CED BY THE TRUSS ENGLNEER--I . J' 4. ALL FASTENERS SHOWN ARE .131" x 3' LONGUNO . 5. DESIGNED _ ( ) PER BCSl"�B3, 2007. Z O (n 0 -•L� Q MAX _ MAX a6" MAX T -BRACE FASTENED TO x. WEB W/ 10d AT 6" O.C. D o O U L -BRACE FASTENED TO WEBY W/ 1 Od AT 6 O.C. QC Z SINGLE TRUSS BRACING Q 0 - REV 09-26-17 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL 2 Z ROOF SHEATHING PER RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT U AN ALTERNATIVE SPECS, TABLE 2, ST -1 SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. WEB W/ 10d AT 6' O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T -BRACING L -B RACING, OR E- * IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. Z) REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE SP U)ECIES, AND MAX a6" � T MAX �., MAX TO EACH FACE OF WEB. GRADE EAS WEB TO BE BRACED. � ROOF TRUSS BY OTHERS v x ❑ Z PERMANENT WEB BRACING r- W w M, Q _• ❑IL ❑ Q� m0 OZmmz w❑ _W�PwtLW❑ Cf Z 2 U ,v 0 _j LO m 0 0_ F Z m p m m }� Z W 0 a Z Z QI-a0 ZW m W0 TRUSS TO TOP PLATE PER _ w w m Q m Q❑ a TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING w o m ❑ _ TYPICAL WALL SECTION w 0 , w w w m m 0 BETWEEN TRUSS TOP CHORDS W/ Z p a w W m J 0 k. (3) 10d COMM NS EACH END ROOFDECK U) ❑ 0 m a . Z-� W J w Z F 0' vt Uj ZdOQ0NIWWU] 2x4 SYP OUTRIGGER @ 24' O.C. W Q W P C W H I= W❑ m � a CLIP TO GABLE TOP CHORD WITH Z Q I F m J a a F F ,a Z Z Q a (1) H2.5T w/ (10) 8d x 1 2' Q F 4❑ w 0 Z a a o I❑ D nW az�w_UX_j Ix 2x4 NO2 SYP BLOCKING � w L w ❑ w m t74�WUZWWzm �W BETWEEN OJTLOOKERS. Q U W w 0 Q -- _Z xF- -q _ IW❑_ FASTEN EACH BLOCK TO ROOF _ Q w -- L1J p w F F m TRUSS TO TOP PLATE PER FASTEN 2x6 NO.2 SYP a w x Z U W a 17 DECK AND DBL TOP PLT WITH �,J w Z - Q w _ Q x"A TYPICAL WALL SECTION TRUSS TO TOP DIAGONAL BRACE w [ 2 F 0 ❑ O PLATE PER TO 8d COMMON @ 3 O.C. Z w Q a o_ Z N w w - TYPICAL WALL SECTION BLOCKING w/ (6 Z W M Z Z J F F Z .> ) I% BRICK PAVERS OR 4" CONCRETE SLAB W/ 6x6 OTHER, BY BUILDER W1.4 x W1.4 WWF NO.5 CONT AT TOP OF WALL FINISH ELEVATION 0'-0" A.F.F. _SEE ARCH. TOP OF WALL xt- a----� --- a--- DWGS. ELEVATION a d L — e a • \/\/\/\/\/ 8," OR 12° CMU \// RETAINING WALL SEE \ \ \ \ \ VAPORSCHEDULE \/\/\/\/\/ BARRIE d �/ // // // / CC) 16 WITH (3)#4 OR (2)#5 CONTJ �\/\/\/\/\/ Ca A 04 MIN 4 DIA. WEEPHOLE \ W./ FILTER FABRIC 0'-1 %i' / //// 4„ ON N / BEHIND CRETE SLAB W/ " "" \ \ \ � \ AT MAX 6 O.C. co \ \ \ \ \ 6�¢6 W1.4 x W1.4 WWF • UP \ \ \ \ , BEARING CURB STEP SECTION _ / / \ "" �% �/ // [EXTEND WWF I 0 NOSING 8 CMU CHAIR BLOCK W/ TOP OF SLAB�--A (1) #5 CONT: , / CN \\ \\ \\ \\/\\/ / N STANDARD HOOK AT\\r\\ \\ M 0 -0 A.F.F. \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ BOTTOM 01= FTG \/\ / / / VAPOR BARRIER � \\ \\`\\ �r,. J (BEYOND) _ \ / / / / // // U -BLOCK Wr -a \\ \\\\\/j u- 4 FLOATING CONCRETE cv 1 #5 CONT' / / / / t l \ \ \ SLAB W/ 6x6 W1.4xW1.4 eo \ \ \ \ - \ o /\/\ �� / / // // // \Ld co ° \ \ (� \ , \ \ J WWF . " z /�/\/\ � \ � /\ � #5 VERT REINFORCING \ \ \ . I• W / / / / o / // / UP TO 5 COURSES: "// \ \\ \\ \ FINISH / // // / .// // // , Z O GRADE' \ \ \ \ \ \ \ \ \ \ O / v \ \ \ \ \ /� \ NO.5 T / o \/\r / / / ? / / / / / TRANSVERSE / ���■ / \ / / / c \\\\\\\\ \\\\\� \\ ////////,W/////// \ \ \ \ \ \ \ \ \ \ \ \ \\ REINFORCING SEE \\/ •- --'--6 \\ \\ �z \ /\� \ \ \ CONTINUOUS SCHEDULE < CONCRETE FOOTING, \ \ \ \ FOOTING TO BEAR ON \r, \ \ #5 VERT REINFORCING /\/\/ /\/ ✓ FIRM //\ N I / / /. /i>/� E SCHEDULE SEE SG UP TO 5 COURSES. 32 O.C. \ \ \ \ UNDISTURBED SOIL O \ \\\ CANTILEVERED RETAINING WALL I / 1 'IT VERTICAL REINFORCEMENT W TO HAVE 6 BEND AT BOTTOM i � � • / FOOTING TO BEAR ON FIRM • UNDISTURBED SOIL VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM CAST -IN-PLACE FOOTING SPECS 1 -STORY: 10" x 20" W/(2) #5 CONT 2 -STORY: 12" x 24" W/(3)#5 CONT MASONRY STEM/RETAINING WALL CONSTRUCTION STEMWALL DESIGN I FOOTING DESIGN HEIGHT OF STEMWALL WALL H WIDTH VERTICAL REINFORCING d FOOTING WIDTH(M TRANSVERSE REINFORCING G LONGITUDINAL REINFORCING <4' 8" NO.5 @ 32",O.C. 4" 2'-6" NOT REQUIRED (3) NO.4 BOTTOM BARS - 4' 8" NO.5 32" O.C. @ 4" 2'-6" NOA 32" O.C. @ 3 NO. 4 BOTTOM BARS >4'- 6' 8" NO.5 @ 24" O.C. 1 4" 1 T-4" NO.5 @ 28" O.C. TOP & BOTTOM 4 NO. 4 TOP & BOTTOM BARS >6' - 8' 12" NO.5 16"O.C; @ 9" 5'-0" NO.5` 16" D.C. TOP @ &BOTTOM 5 NO: 4 TOP &BOTTOM BARS CAST -IN-PLACE FOOTING 00 TNG SPECS: 1 -STORY: 10" x 20" W/(2)#5 CONT H 2 -STORY: 12" x 24" W/(3) #5 CONT t]_ O U CMU STEMWALL SECTION 1. ; SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Q FILLING BEHIND A STEM WALL, PARTICULARLY WHEN: IT 1S OVER 4 � COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. Z 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.' ~ SECTION NOTE: 7 ALL STEMWALLS TO HAVE 9 GAGE-LADUR TYPE HORIZONTAL REINFORCING 16" O.C. OR NOA BAR HORIZONTAL • 1. SPECIAL CARE SHOULD ISED BY CONTRACTOR WHEN BACK @ � �. REINFORCING AT 48" O.C. � FILLING BEHIND A STEM WALL, P LY WHEN IT IS OVER 4 _ X p } � COURSES HIGH. SHOULD THIS GONOTYL t RECOMMENDATIONS RETAINING WALLS SHOW WEEPHOLES TO ALLOW DRAINAGE AND PREVENT HYDROSTATIC PRESSURE FROM BEING i`- w w a Z g 0 MAY OBTAINED FROM THE ENGINEER F RE' ,. APPLIED TO WALL. ALTERNATE METHOD OF TO BE APPROVED BY EOR PRIOR T a L] 0 Q Z m m W � O O CONSTRUCTION. A � Q 0 W ❑ w w¢ Z 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTIN („. PDXY SCIENTIFIC SOILS INVESTIGATION IS REQUIRED FOR THIS PROJECT TO PROVIDE SOIL BEARING CAPACITY a 0 w V F W 0 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. � N ❑ Z = p p p 0 _ - BUILDING EARTHWORK REQUIREMENTS, AND ESTIMATED HIGH WATER TABLE.' IF STEMWALL IS ABOVE ESTIMATED J 0 0 F z 0 W o W U W m HIGH WATER TABLE, DRAINAGE IS NOT REQUIRED. ti mala-0m41ZQ0z� wW W OW w w,> O u W w O N N I p Z p a w❑ W W J p - p U) O m a Z a L } W Z F 0 Qt7W=w F -w 4"CONCRETE SLAB W/ W Q�Oa}WWFWNmNzW 6X6W1.4XW1.4WWF w ❑ w F= 2 w 0 z U - LAP #5 CONTINUOUS BAR AS _Z Q I o Q J a ,� F F M Z W< L -- 8" CMU CHAIR BLOCK W/ NEEDED, MIN 12” LAP AS SHOWN U) O a 1 #5 CONT. 4 ZFZWLZ0X�-0� TOP OF SLAB O m WWW= 00 W00QW Cl) ►� Q'a U U Z W W Z m 0¢ g w ----------------- Z w CMU WALL BEYOND Z Q X,W 0 OF- 0-_ 0 Z U ' GARAGE DOOR �zpW�1=ZQpWW�`m� Fd X4 U¢m w W W_ W Z z ", N0.5 BAR BEND 90 DEGREE • O (1)#5 NOSING BAR 12 W�QtrwgFOU❑W Ww U ;\ Z Zw,WaaZzJUZWF z VAPOR BARRIER/\/\ -I>zQ0 -a 00¢w0 Z wWwa W_z f \ SLAB W/ THICKENED EDGE. 0 r \ \\ \ PAVING AT DRIVE Z Q m Z Q Z .....PER PLAN TOP OF FOOTING W W - F < M Q -% �_; PER SITE PLAN --- W - F- g a #5 VERT REINFORCING \/�/ Q Q Z r Z Q w a_ w w �/ 2 _= U 0FQ_ UP TO 5 COURSES: 32" O.C. \�\ /\/\ \ \ \ \ a p ♦-ZIZFI-❑ZWo WI-� UQ- Ua❑= wOZQ 4 v o--- --- — IY 0 W Q F J F- 4 I ❑ J d a e a a —UI—z NaIn.QOIY]FZUU / — O cli CMU WALL BEYOND z SHEET. 0 ST -8 REV 05-11-17 FOOTING TO BEAR ON FIRMA \\\ \ Q TYPICAL FOOTING TO UNDISTURBED SOIL \ d \ \ / / _, _STRUCTURAL 2 #5 BARS CONT. W/#3 BAR ; O / � a' \ \ CONTINUE DOOR :, O \ \ \ • REINFORCEMENT _ ,� DETAILS VERTICAL REIN T / a I LS TRANSVERSE @ 32 OAC. / / , / �/ OPENINGS BEYOND ," ` ," CL TO HAVE 6" BEND AT BOTTOM \� \\ 8 x 8 x 6 HIGH POURED Q! /\ PAVERS ON COMPACTED— CONCRETE PEDESTAL 0 JOB NO.. — — CAST -IN-PLACE FOOTING SPECS SAND PER " (BEYOND) AT ALL COLUMNS 1 -STORY. 10", x 20"" Wi()#5 CONT 1 (� 2 o ARCHITECTURAL MIN AT6941 n 2 -STORY: 12' x 24" W/(3) #5 CONT 8 CMU CHAIR BLOCK W/ Q CONTINUOUS CONCRETE (1) #5 CONT. 0 SUBDIVISION: GARAGE ENTRY CMU STEMW LL SECTION FOOTING, SEE PLAN 'Al' g O Atlantic Beach YMU STEMWALL SECTION 1. SPECIAL CARE SHOULD 8E EXERCISED BY CONTRACTOR WHEN BACK = J _ F FILLING BEHIND A STEM WALL, PARTICULA 2LY WHEN IT IS OVER 4 ,� TOP O SLAB 2 J ACK o Count Club . SPECIAL CARE SHOULD B� EXERCISED BY CONTRACTOR WHET B COURSES HIGH. SHOULD T1 -11S CONDITION EXIST RECOMMENDATIONS �/\ G BEHIND A STEM WALL PARTICULARLY WHEN ITIS OVER 4 / ^ FILLING MAY BE OBTAINED FROM THE ENGINEER OF RECORD. /\/\; \/\/\ \ \ � - � LOT NO.. \ \ " THIS CONDITION EXIST RECOMMENDATIONS \ \ \ \ COURSES HIGH. SHOULD CO 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY / / / ,/ / � /\ \ \ � U R OF ORD._FOUNDATIONS.\ / , OBTAINED FROM THE ENGINEE O C C MAY BE\ \ \ \ \ \ Z 146 ANCHORS MUST BE USED IN STEMWALL \ \ \ \ 2. SCREWINAN HORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY TYPICAL STEP IN FOOTING DETAIL , ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. : O , \/\/\ \/\/ / / VAPOR BARRIER }- /\/ U /\ (D FLOOR PLAN. X\/ N\4 POOL SHELL----// Clower Residence i #5 VERT REIN FORCING O COURSES: UP TO 5 COJRSES. 32" O.C.Z DESIGNED. �/ C) CCS/J ML \/\/\---- In \ \ 2 #5 CONTINUOUS 6x6 - W1.4 x W1.4 WWF / / // // WI- REVIEWED: ---- ----- --- -9---------- n- MGK --a--- e ---e--- a o d e a I 6x6 P.T. POST FOOTING TO BEAR ON FIRM Q UNDISTURBED SOIL REVISIONS DATE \�\ a REVISED POOL DECK 5-11-17 \\/\� •d � VERTICAL REINFORCEMENT � 1 / WALL SHEATHING TO HAVE 6" BEND AT BOTTOM TRUSS LAYOUT Co 2 REVISION VAPOR BARRIER I 09-26-17 16 ABU66 POST BASE CAST -IN-PLACE FOOTING SPECS 8" CONC BLOCK i �\ \ \ \ \\ \� 1 -STORY. 10 x 20 W/(2)#5 CONT W FOUNDATION WALL \ \ \ \ � // // // / / / 2 -STORY: 12" x " Z PER ENG'S DETAILS i / / / / // %/ // 2 24 W/(2) #5 CONT FIN FLOOR \ \ \ \ \ BEARING WALL FOOTING SECTION OF HOUSE .A «\/\\/\\/ O afi \ \ \ 3 ; /� // / . OL DECK DETAIL SECTION W EXPANSION JOINT o / /\/\/\��. 0 \ \\ \\ \\ \\ 13 4" CONC SLAB BRICK VENEER \ \\ \\ \� C7 " SiCIAL CARE SHOULD BE EXERCISED BY CONTRA � PER STRUCTURAL li / / / CONTRACTOR WHEN BACK \ \ \ W F " \ IN B "" \ G BEHIND A STEM WALL PARTICULARLY W _ '}� 8x12 x8 PIER BLOCK \ \ \ WHEN IT IS OVER 4 COURSES _ ENG'S DETAILS II // // H v \ / / H. SHOULD THIS CONDITION EXIST RECOMMENDATIONS MAY PER ENG'S DETAILS \� O a \ \ O AINED FROM THE ENGINEER OF RE — 4 CONCRETE SLAB W/ / // // // // // // CORD. STRUCTURAL ENGINEERING DRIVEWAY /\/\/\/\/\/ /\ 6x6 W1.4 x W1.4 WWF ° II ° II \ \ \ \ \ \\ \ F_ 0.. a a a / / / hlr'rI 77 LL EE ARCH. , r0/ /// ////. Q . d,DWGS. / / r E •IPOOL SHALL NOT ENCROACH / \ 8 MIN \\ �,� ° . \\ \ \\ /�\ , \ \ \ ° . /\/ -0N 45° LINE FROM FOOTING 0 0 9 a r / #4 OR MAX 48 O.C. ° ° BRC: * @ • . a • • ° CONC FOOTING W/ rr nn -+ / /^�� / / ° / ,CONT RODS PER O \ ,\ \ J _\ ENG S DETAILS 8x8 THICKENED 8 T ,/ / / / / STA... E Of CU,, O a / / / / . w FTG AT STEP-DOWN, � , BARRIER \ VAPOR BA \ Z \ \ \ \ \ \ \ \ POOL/ FOUNDATION IN , ERA T .► �. \ \ \ \ \ \ \ \ CION DETAIL ?. LAN // / / / / � / / / //, /i I ✓ „_ . l SEE P / i r. C1 ...MIN: 4 WI , E x 1 THICK W/ \\ .... 2 Q . 2 U ♦ �' 1`Z O (3) #4 OR #5 CONT i�r,r�NA L W � � _rr ni► CURB. `TEP SECTION GARAGE NT Y & X 4 E OFFICE COPS W 12- BRICK PEDES AL SECTION a n Michael G. Kozlowski, P.E. P.E. No. 60839 04-12-2017 TYPE _ WOUSE 4" SALT FINISH � cn co cm �GIE� $LAB DECK- , ,� t40 w._ n�[waY ! ! _ . ,�.. GT'YPICAL) POOL �r TYPE _ WOUSE 4" SALT FINISH � cn co cm �GIE� $LAB DECK- , ,� t40 w._ n�[waY ! ! _ . ,�.. GT'YPICAL) M I= F11 > C N E4 V zV) W U O a z � U V r/1 v � t3 � •� U W � O � 4 d c � 0003 a, z o a z � O U U � O Q a U a M I= F11 > C N E4 4 d- IFW MEWA O 4-i S" r N cd 4- s0cn• N N 'L4.1 f t" N Cd O by(03 cd w CA cd En Qp cn cn CII 00 cn Cd c N p b N y 4- C. C by cc1 bAral j p .O O Cd 2 -t tz � o o o o 0 0 o cd Cd 4a)(o cd cd US cd oo o o m u aoi Q.1,3 O U ^C v��i °+CJ �c�. +� O Ul En rA.. 1: 9 Ocd s. 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