Loading...
395 8th ST - DRAWINGSlu Q U C U C v O =Cm . c—a a O D00 oc oo 00' a� o 0$ o ad.G E T O O C O� Q .0 O 0 •- O r-. / o m L C C CL CO O N pt C T 0 SD 00. T O ; V 0- 0 c v E.7` `a�c� a y� CS Y.p0 a�icovEc E �n1=arc .0 80 OYFmw Y 1999 Wells Road Orange Park, FL 32073 VJ � i L010 W w z 0 Q U) LV V° 0 J Q VJ z VJ W a° W 06 ct Phone: 904.272.5339 Building Dept co C3 N ° CN �J W LL W LIQ o ' V I 0Q 00 U Co m, T wll rr = V zz _3 v v vULJ to W F - 0 Q Plan # K1`579 Job #: 17-1002 U U C C — N C) o o o O`o o cm o c ai Ory�L„U V m , o Q - y++`.o.p` p Q c-oCL pOai _Tp O o O O ! ' 1= p O •- r•. O -.0 LU U O�� G d co c 'O O O_ '3 o O. CO Q COU OOG:9 EON VU OC 2.2C,4o Em2vaiab p1CoN=.gcE tiaOV>.. o o oo ..c•vU LL LW z ��.... W >01M o .� Q U) z W a� W C)a� Phone: , , Building Dept: ` s., W M U co z r cel o W >- M .a � J W LG �_ LLJI. cnC,J U 0 oW 00 II =z +; Ja vLU v _ Q Plan #: K157�9 Job #: 17-1002 SHEET NUMBE�k I L p i lo lo 3'x3' A/C PADS (VERIFY LOCATIONS ON SITE) 1 ------------------ cA 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 t0 THESE DRAWINGS TO MEET CODE COMPLIANCE. 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 t0 MEET COMPLIANCE. " - E- w4-jO . E- w- v v .n�a '00o-- � �A '02-2 2-5 aQN$CvFoc 15 Poo sc °� vr 00 `vog0 L) _O go=«o�.t m��€0 0-0 5r05 ---5 3vvE r •tO�"O N 0 � N YQ 04`5;2C o 9 3 yLv m oma:1�€t°ci FE 1999 Wells Road Orange Park, FL 32073 1 -----, 1 -------JWALL W w z a �� ---� --—_______--, ,---- ---- iQ _ , C14 a 8" 8 CONIC BI I I W a 0 Y / W 06 i I FOUNDATIOON 1 lo lo 3'x3' A/C PADS (VERIFY LOCATIONS ON SITE) 1 ------------------ cA NOTE - ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES t0 THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY t0 PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS t0 MEET COMPLIANCE. ------------------------ PROVIDE ---- ---------------- PROVIDEFTG 1 AS NEEDED FOR STEPS TO GRADENIIII 1 1 tp ol SLA5 FAN SCALE: 1/4" = V-0" � SEE ATTACHED ENGINEER'S DRAWINGS 8 DETAILS FOR FTG SIZES AND LOCATIONS C " - E- w4-jO . E- w- v v .n�a '00o-- � �A '02-2 2-5 aQN$CvFoc 15 Poo sc °� vr 00 `vog0 L) _O go=«o�.t m��€0 0-0 5r05 ---5 3vvE r •tO�"O N 0 � N YQ 04`5;2C o 9 3 yLv m oma:1�€t°ci FE 1999 Wells Road Orange Park, FL 32073 1 -----, 1 -------JWALL W w z a �� ---� --—_______--, ,---- ---- ------------- _ , C14 a 8" 8 CONIC BI I I W a 0 Y / W 06 i I FOUNDATIOON 1 Building Dept: CONC F CM 0 ,N 0 CON t ENG'S DET — — — — -- — --RODS r' t LU U- _ (TYPICAL) L t i �0 w a O 06 W 1 N II \_ a0 e LL. \ U Loz = C� = v ° w 0 3 0 u) .�..,I = L.0 v o J� Pian #: K1579 Job' #: 17-1002 I I � I ,-------- _ e I\-4" SLABNG I I I PROVIDE RECESS SLAB I _� crl 1 I _ I FTG AS - 0 6" AT SHOWER (-t-4 SLOPE FOR I NEEDED i 6� DEEPEN EDGE I I �t I ( DRAINAGE I I I FOR STEPS r TO GRADE I I (TYPICAL) I J I FLOOR PLUG L------- (VERIFY LOCATION 1 W/ BUILDER) I' O 1 1 I L ----------I _ - I r-------JWALL - = 0 I 2'1' -oil �'-i✓" 8'-�" „ S CONC B FOUNDATIORODS CONC FTG W/ CONON ENG' (TYPICAET N ELECTRIC At KITCHEN ISLAND 4" CONC SLAB W/ 1 L 6x6 10/10 W.W.M. I iA ON 6 MIL VISQUENE 1 OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL U0 ° 9 ALIGN W/ CENTER O � DEEPEN EDGE RECESS SLAB l� I wz - OF SIDE DOOR cv (TYPICAL) 6 AT SHOWER ER _ _ ATl ...TACH _ DE ED 0 O GARAGE I 6..INI I c 1 11 CONIC �SFLAB 1 1 I I _ 23'-8.. 3'-10" 12'-6"lo 1 L ----------------- i I I I, I � I I I 1 I 2 L -- ------ -- — ( fi y 8" CONIC BLOCK I = VY ua 0 FOUNDATION WALL I - „ I I GONG 1 ON CONIC FTG W/ Z RODS CONT PER I SLAB (L END'S DETAILS p (TYPICAL) L----- ---T------------- -- --J --- -- ------------------------ PROVIDE ---- ---------------- PROVIDEFTG 1 AS NEEDED FOR STEPS TO GRADENIIII 1 1 tp ol SLA5 FAN SCALE: 1/4" = V-0" � SEE ATTACHED ENGINEER'S DRAWINGS 8 DETAILS FOR FTG SIZES AND LOCATIONS C " - E- w4-jO . E- w- v v .n�a '00o-- � �A '02-2 2-5 aQN$CvFoc 15 Poo sc °� vr 00 `vog0 L) _O go=«o�.t m��€0 0-0 5r05 ---5 3vvE r •tO�"O N 0 � N YQ 04`5;2C o 9 3 yLv m oma:1�€t°ci FE 1999 Wells Road Orange Park, FL 32073 W w z a W .J O a z W a 0 Y / W 06 1 Building Dept: W M` CM 0 ,N 0 W >- M LU U- V W �0 w O 06 W N II \_ a0 e LL. \ U Loz = C� = v ° w 0 3 0 u) .�..,I = L.0 v o J� Pian #: K1579 Job' #: 17-1002 50'-511 15'-411 6•-611 11'-21+ 7`-1011 14'-�0° 3'-3" 3'-311 " 10'-4" " 3'-311 4'-211 (2) 3060 SH(2) 3060 SH 3'x3' A/C PADS (HEADS g 81_0,1 AFF) (VERIFY LOCATIONS (HEAD5 * 8'-0" AFF) W/ (2)�36"x18" TRANS ON SITE) � - W/ (2)� 36"x18" TRANS ELECTRIC TANKLESS (6"BETWEEN) (6 BETWEEN) METER LOCATION GAS WATER (VERIFY ON SITE) HEATER 1 /G a 3 in '1' 5 ' rl I. 31-011 II / 011 " II 2'-8" 2'-4" lo -u }rye 1 6I'd 11 I HDR 3080 BARN `' i E 0 OPEN =0 OPEN 0 DOOR 1 I 1 I N +. 0- U •; rn -N C 10x12 } k WALLS. INTERIOR WALLS ARE DRAWN At 4" 10x12 FALSE 1I ry "'oma ac1 o0O. DECORATIVE (HEAD a - BEAMS , 28"d MEDIA RECESS 28" 9'-4" cA AS NEEDED i d) Orange Park, FL ff" 1Erb 2(v WALL 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO BE: 50'-511 15'-411 6•-611 11'-21+ 7`-1011 14'-�0° 3'-3" 3'-311 " 10'-4" " 3'-311 4'-211 (2) 3060 SH(2) 3060 SH 3'x3' A/C PADS (HEADS g 81_0,1 AFF) (VERIFY LOCATIONS (HEAD5 * 8'-0" AFF) W/ (2)�36"x18" TRANS ON SITE) � - W/ (2)� 36"x18" TRANS ELECTRIC TANKLESS (6"BETWEEN) (6 BETWEEN) METER LOCATION GAS WATER (VERIFY ON SITE) HEATER 1 /G a 3 in '1' 5 ' rl I. 31-011 II / 011 " II 2'-8" 2'-4" lo -u }rye 1 6I'd 11 I HDR 3080 BARN `' i E 0 OPEN =0 OPEN 0 DOOR 12x12 COLUMN (TYPICAL) - 8'-511 lI 1 I 1 I N +. 0- U •; rn -N C 10x12 } k WALLS. INTERIOR WALLS ARE DRAWN At 4" 10x12 FALSE 1I ry "'oma ac1 o0O. DECORATIVE (HEAD a - BEAMS x6 W x6 A 28"d MEDIA RECESS 28" 9'-4" 8'-0" AFF) AS NEEDED i DETACHED GARAGE 440 TOTAL COVERED3912 2 - ATTIC ACCESS TO BE 22"X30" MINIMUM (SEE Orange Park, FL BUILDER FOR PULL-DOWN STAIR FRAMING 1Erb 2(v WALL 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO BE: = d SOFFIT 01 Z C:3 EXCEED '11/2",EACH) W CEILING 1 — — — — — — — — — — r 1- n 28"d MEDIA PRIOR TO CONSTRUCTION. FIELD ADJUST SELF -CLOSER) I I - 1 a 5 U)- 1 - W>4 I x 31-011 RE I OVEN 1 1 _ - '211 6 I i � i dl 904.272.5339 Building Dep , mol13'-10" r ' ► —� _ 2x6 1N *I RfRISTFLOOR 2x6 x6 2680 SCALE: 1/4" _ — — — I I BARN CO U — — — — — — — DOOR o W M '-1" CEIL) O 1 - 3 L (10 CEL r— I — ----TT � J -------r-r--- — --, N r O Ul Q " 12 - 1 � x$06 o II (� LL_ M \ Q -170 X :4 0 411 NU -M ' I _ LO CEIL COVERED c ai ° 18 a sot�IT to I CEILING AROUNDI 1 � Q W — J �t�--I lyl C� � � _ En CIA 1 11I � -----J' - 6 s r � _ At l 0 I u1 - Plan #: K1579 Job #: 17-1002 tY P I PERIMETER (B1•T�'1 1 p fi`OO1„I I I - > II ( O -. (12'4' iE HT) - LINEN �� II ,yv 6 m 10'-6"AFF) I v (STEP CEIL) I( - Z 3 N 1 I z w u l 1 I I CAB = _ I— ------T — -----T N _ FIXED GLS - 3 T T----- --� _ � aD m — II TO 8 -0 AFF _' _ ,,, O o I to I 10x12 FALSE 1 1 I I x x= I N = �4 �" I 1 II X e -. 9 -0 CEIL I _ 1 FL IE AT SHOWER ~L DECORATIVE I I (TYP) BEAM ( P ~I I 1 ( I I '- NG AM m E BE I -. BOXED TO N d d �- MATCH WIDTH = — I I I I = _ moo_ A 1 - ' 11 I_ II 1_ " I 11 �� 11 X 0 3-6 2 8 2 2 2 6 3 8 I, = ' '_ 11 15 �o_ 1� 11 4 0 1_ " „ OF COLUMN 1 6@ I 4 (TYPICAL) ---1 1 STEPS TO _1 1 I- to _ N . 01 1 WN a 268@ I I I; GRADE AS i0 v _, 5ATH,l�cr I 0(TYPICAL) L � I' 1 1 ( 12xI2 COLUMN I I NEEDED (RISERS NOT --1--1- ------L._L--- - --- t0 EXCEED (10'-1" ] O I 1 11n211 EACH) _ - CEI — L) ------ - ------ --- — --- LIMN VANITY- _ I nJ 3 CAB — — — — — — — — — — - IL II I N 2880 n1 I I I I I N 3 I =BARN I I DININGCNI I 111 � - I I I u - - r -------- s-- _ i Q 1 I 1 0 a FCEIL­I (STEP CEIL) I I I 41x81 I GAS RANGE W/ VENTED HOOD _ -' s � _ _ -I � ui I I I I ISLAND � I I L_ D 0 a 0=_ 1 8xSFALSE = I 1 a0 DECORATIVE `r I- - 1 -------1 -------�-�IL- I - - °�^ X Q BEAM (TYP) r I- — ------ T T - — ----- T it — — _ — O U q- - - -`--- O - - - - 1I - 1-=----e--- ----I 11 26 d soFFlr to I I ( —^--18"I'd SOFFIT TO 4.. 3 I 1 I CEILING (BTTM * W-0" AFF I II 3 I T = _ 61 3 TYP CEILING AROUND LINE OF PERIMETER (BTTM I_ .1 CEIL 1 I � 0 _ CANTILEVERED 0 _ AFF) 9 IINv t 1 I 61-211 SECOND FLOOR I I `lz ABOVE I II T-14" - 4I 1 1. 6 -611 1-0II I &1-O-- -. /v _ ---------- --- r :� 1 r ap - - 0 . Y— O lelNS I Ike- BARN m I 3 ��^ I N SUITE - REF _ o� I ,-a E N 111 0 I - 0 3:_l I 8 0 I I _ N G 3 cct��� ALIGN W/ CENTER 2x6 WALL to I 1 —., L-----_--- z— � - I �r I COAT I,>- 4 OF SIDE DOOR 2680 PKT L J 0 PEGS X U1 '� AT DETACHED DE ED PANT SHELVES 11 S AS 4 TEP GARAGE - _ t� 0 WALL CABS - �— — --- ----- dl _ 1 10 -1" CEIL _ 1 II 0 O (10 -1 1 CEL) - � 11 10 -1 N EEDED CEIL) (RISERS NOT TO _ - _ - -EXCEED N 5 - 51-1011 8 S 1 1 II 8 10 , 11 4 6 I �� '1• 1r 11/2 "" EA) 10 I WALK -0 LNDRY _ - ------ 11 (10 -l" I2 (10'-1" CEIL) 3080 INFIX' 3 I — BARN '" -1 - ED e GLASS TO (10'-1" CEIL) r 1r SINK 1 1=01' I -I'-011 AFF I 1 D 11 W 1 3 1 L — — — — I 11 m f O (2-STO Y) =3- 8'-0" CEIL IN BUILT-I55UIS L J _ 3 co I At SHOWERn PER BLDR 2x6 ALL 2x6 L _ 1 n O r (2)12"x52" I DR`PER I I 2044 SH _ " FIXED VENT' I( (HEAD 5 8 1_ 11 3 8 1_ " 1_ II 3 131-01, N SHUTTER _ 1 i 81-011 AFF) lo C = (HEADS 0I -�- I I @= 8'-0" AFF) I z _@ GUARD RAIL 3 Sly I TE 02 �4 e 2 1 II 1 _ ) 2x6 2x6 WALL5 3080 I (2) 12'x52" _ (2) 12"x52" _ 0 4'-011 L 14'-0" 11 3'-611 2'-1" ENTRY `r FIXED SHUTTERS 1 FIX SHUT D 'ERS -. _I `n _ 0 r' I (HEADS 1 (HEADS 0 w 1 LINE OF CANTILEVERED 11 N 'i� - 8'-0" AFF) 8'-0'1 I AFF) Q 0 _ 0= x " `4 BALCONY 1 I ENCS BEAM I N ao , ABOVE --I (TYPICAL) I 1 1 I - m _ L L— — — — — I — — — — — — — — — — — 2x6 WALL - 2x6 WA L 12x12 COLUMN (TYPICAL) - 8'-511 lI 1 I 1 I N +. 0- U •; rn -N C 10x12 30�}{ � k WALLS. INTERIOR WALLS ARE DRAWN At 4" 10x12 FALSE 1I ry "'oma ac1 o0O. DECORATIVE (HEAD a STEPS TO GRADE BEAMS BEAM 28"d MEDIA RECESS 28" 9'-4" 8'-0" AFF) AS NEEDED i DETACHED GARAGE 440 TOTAL COVERED3912 2 - ATTIC ACCESS TO BE 22"X30" MINIMUM (SEE Orange Park, FL BUILDER FOR PULL-DOWN STAIR FRAMING 18"d 5 RISERS NOT TO 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO BE: LLJ Lu d SOFFIT 01 Z C:3 EXCEED '11/2",EACH) W CEILING CEILING n J O PRIOR TO CONSTRUCTION. FIELD ADJUST SELF -CLOSER) I I I a 5 U)- 1 1_011.. 31_211 31_811 31-011 2.1-911 I OVEN 1 1 _ - '211 6 I i � i dl 904.272.5339 Building Dep , mol13'-10" r RfRISTFLOOR FLAN 2680 SCALE: 1/4" _ 1'-01I I I BARN CO U I 1 P L--- ---� 10x12 FALSE 1'-8" 2'-6" T-11" DECORATIVE BEAM Lr 18"d SOFFIT TO 2611 CEILING AROUND TO PERIMETER (BTTM s 10'-8" AFF) VENTED HOOD OVER WINDOW PER BUILDER Il II - II II 0 rj c t f ' � I I - ALL EXTERIOR WALLS ARE DRAWN AT 6" SQQ �e� (OI N +. 0- U •; rn -N C 10x12 Lj k WALLS. INTERIOR WALLS ARE DRAWN At 4" 10x12 FALSE 27"-FDECO ry "'oma ac1 o0O. DECORATIVE voo rn - .�Oa •3 OCa0 18"d SOFFIT TO CEILING AROUD PERIMETER ( 19I0 -8" AFF) BEAMS BEAM 28"d MEDIA RECESS 28" 9'-4" Ua dff o0+.QaU 0 dYFSm.o_Y COVERED BALCONY 145 LOCAL BUILDING CODES. 1999 Wells Road DETACHED GARAGE 440 TOTAL COVERED3912 2 - ATTIC ACCESS TO BE 22"X30" MINIMUM (SEE Orange Park, FL BUILDER FOR PULL-DOWN STAIR FRAMING 18"d 5 REQUIREMENTS). 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO BE: LLJ Lu d SOFFIT 01 Z C:3 FINISHED FLOOR. OF HOUSE BEING - OR, SOLID OR HONEYCOMB -GORE STEEL W CEILING CEILING DETERMINED ON SITE BY BUILDER (ANY DOOR CHOSEN SHALL HAVE A J O PRIOR TO CONSTRUCTION. FIELD ADJUST SELF -CLOSER) PERIM PLANS AS NECESSARY: 4 - ALL SHOWER GLASS (FIXED GLASS, a PARTITIONS t DOORS) ARE TO BE TEMPERED U)- 1 GLASS (SEE BUILDER FOR PRODUCT SPECS). Z I r I OVEN 1 1 _ - '211 6 I i � i dl 904.272.5339 Building Dep , r "4 I 2680 I I W I I BARN CO U I DOOR o W M FALSE RATIVE OFFIT TO ' ,AROUND ETER (BTTM 11 AFF) CTAS RANGE rj c t f ' � I I - ALL EXTERIOR WALLS ARE DRAWN AT 6" SQQ �e� (OI N +. 0- U •; rn -N C . Il.t� f/� V NOMINAL TO REPRESENT 2x6 STUD FRAMED Lj k WALLS. INTERIOR WALLS ARE DRAWN At 4" 10x12 FALSE "' NOMINAL TO REPRESENT 2x4 STUD FRAMED WALLS g"_-111 FIRST FLOOR LIVING 2106 ry "'oma ac1 o0O. DECORATIVE voo rn - .�Oa •3 OCa0 18"d SOFFIT TO CEILING AROUD PERIMETER ( 19I0 -8" AFF) BEAMS _ 0 c10 28"d MEDIA RECESS 28" 9'-4" Ua dff o0+.QaU 0 dYFSm.o_Y •_11-0" V -6 t 2880 I 01EN BARN DOOR I , 511 NOTES: rj c t f ' � I I - ALL EXTERIOR WALLS ARE DRAWN AT 6" SQQ �e� (OI N +. 0- U •; rn -N C . Il.t� f/� V NOMINAL TO REPRESENT 2x6 STUD FRAMED Lj k WALLS. INTERIOR WALLS ARE DRAWN At 4" $ v aa> .0 0.j—.o�iOC 0: Ocacr-oovr C�1,. "' NOMINAL TO REPRESENT 2x4 STUD FRAMED WALLS g"_-111 FIRST FLOOR LIVING 2106 ry "'oma ac1 o0O. SECOND FLOOR LIVING921 (UNLESS NOTED OTHERWISE). ACTUAL SIZE, voo rn - .�Oa •3 OCa0 18"d SOFFIT TO CEILING AROUD PERIMETER ( 19I0 -8" AFF) _ FE _ 0 c10 28"d MEDIA RECESS 28" COVERED PATIO' CONSTRUCTION AND SI-IALL CONFORM TO ALL Ua dff o0+.QaU 0 dYFSm.o_Y COVERED BALCONY 145 LOCAL BUILDING CODES. 1999 Wells Road 511 NOTES: rj c t f ' � I I - ALL EXTERIOR WALLS ARE DRAWN AT 6" SQQ �e� (OI N +. 0- U •; rn -N C . Il.t� f/� V NOMINAL TO REPRESENT 2x6 STUD FRAMED k WALLS. INTERIOR WALLS ARE DRAWN At 4" $ v aa> .0 0.j—.o�iOC 0: Ocacr-oovr C�1,. "' NOMINAL TO REPRESENT 2x4 STUD FRAMED WALLS g"_-111 FIRST FLOOR LIVING 2106 ry "'oma ac1 o0O. SECOND FLOOR LIVING921 (UNLESS NOTED OTHERWISE). ACTUAL SIZE, voo rn - .�Oa •3 OCa0 TOTAL LIVING 3021 SPACING AND GRADE OF LUMBER TO BE USED W U V + •`U &2 ,wo;E2c' ENTRY ' 13-1 SHALL BE DETERMINED BY BUILDER PRIOR TO c-4°oo E COVERED PATIO' CONSTRUCTION AND SI-IALL CONFORM TO ALL Ua dff o0+.QaU 0 dYFSm.o_Y COVERED BALCONY 145 LOCAL BUILDING CODES. 1999 Wells Road DETACHED GARAGE 440 TOTAL COVERED3912 2 - ATTIC ACCESS TO BE 22"X30" MINIMUM (SEE Orange Park, FL BUILDER FOR PULL-DOWN STAIR FRAMING 0 REQUIREMENTS). 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO BE: LLJ Lu PLANS ARE DRAWN BASED ON _ SOLID WOOD DOOR W/ 1j,, MIN THICKNESS 01 Z C:3 FINISHED FLOOR. OF HOUSE BEING - OR, SOLID OR HONEYCOMB -GORE STEEL W 20" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE -OR, 20 -MINUTE FIRE -RATED U DETERMINED ON SITE BY BUILDER (ANY DOOR CHOSEN SHALL HAVE A J O PRIOR TO CONSTRUCTION. FIELD ADJUST SELF -CLOSER) PLANS AS NECESSARY: 4 - ALL SHOWER GLASS (FIXED GLASS, a PARTITIONS t DOORS) ARE TO BE TEMPERED U)- 1 GLASS (SEE BUILDER FOR PRODUCT SPECS). Z c c rj c N +. 0- U •; rn -N C 0Q $ v aa> .0 0.j—.o�iOC 0: Ocacr-oovr C�1,. ry "'oma ac1 o0O. 9� voo rn - .�Oa •3 OCa0 { W U V + •`U &2 ,wo;E2c' c-4°oo E Y Ua dff o0+.QaU 0 dYFSm.o_Y 1999 Wells Road Orange Park, FL 0 LLJ Lu 01 Z C:3 W U J O a U)- 1 Z W Q to W 06 904.272.5339 Building Dep , r "4 W CO U �M Z N o W M J LU LL W x$06 o� 00 (� LL_ M \ Q -170 LO _ =z c ai ° ui Q � Q W — J 3 En T UJ Plan #: K1579 Job #: 17-1002 2'-4" 1211 2'_8", lo lo c w --------------------, a_ •V o o ,. L � .3 To �'�'v E _C a vnaa1� °o . RECESS FOR ill , V o - a- V; 6 oac vo aoo- o o% oo c0 I— --- - -------- —1 �no�c s -OQ o , ill 7-00waN � 0_WEm0L:3 o U 0=.2 r o� t999 Wells Road LINE OF FIRST I 1 I I 1 2'-4" 1211 2'_8", lo lo c w --------------------, a_ •V o o ,. L � .3 To �'�'v E _C a vnaa1� °o . RECESS FOR V o - a- V; 6 oac vo aoo- o o% oo 02. --q,'E`€.°,: I— --- - -------- —1 �no�c s -OQ o , 7-00waN � 0_WEm0L:3 o U 0=.2 r o� t999 Wells Road LINE OF FIRST I 1 I I 1 to OPEN - W W 1 FLOOR STRUCTURE (TYPICAL) L------ L---------- ------------ Q' 0 W BELOW ---� PER BUILDER -� cf0 PA: Z vv 1 I W 0 I 0 W r 06 cc I 1 I I Phone: I 904.272.5339 J K -1'-0j1 " 21_411ol 21_6,1 11 rn GUARDRAIL N z 0 N c o itl 6"d HDR *6 I ►n (STYLE`TO BE —wL I" W . F ST SECOND FLOOR R RU CTU RE SELECTED) W CANTILEVERS 5 BEYOND O FIRST FLOOR STRUCTURE I � LL_ M 9 U OPEN _ 2x6 WAL BUILT- INS , c 3 v r W J W v F._ Q o PER BLDR Plan : K1579 Job #: 17-1002 LINE OF FIRST L 1"I INTERIOR - CEIL) � I _ I I FLOOR STRUCTURE ! I" SCALE: 1/4 = _ 3 m BELOW (TYPICAL) , 6s '0 ------------� m p Q WALL HTlo I �-1 6-9 4 1 I 10�ao A DECORATIVE (L FALSE BEAM Z 1 u I (VOLUME CEIL) , Q W i g' _ 111 SECOND FL90R OR STRUCTURE I VERIFY DEPTH . " 5 5" c0 ill _ d ,n Z _I 1"j WALL : OF HVAC CHASE CANTILEVERS BEYOND W/ HVAC FIRST FLOOR STRUCTURE N HT � C14� , CONTRACTOR 2x6 — I f _ RECESS FOR - _ c0 UI T INS L B PER - 3 V O - N - , HVAC ► - LL- _ Q - , CHASE O BUILDER N 3 ..., `� ---— x3i - N N CEM N U1 CO —1 iW 1F2'.'- O�T � LU �- (9 -1 CEIL) I -(9 1 _� � tt '0r 11X_ J I I ( I �D CEIL) �I t0 CEIL)'GUARDRAIL FURR WALL lTY )ATTIC P AS N EEDED � NtE ACCESS �TO FIT TUB JU 10' -SII 01 5'-2" 3'-S" A'-2" � 2' �" �t 6'-11" 3'-S" N �' �Q � Fu W _ RR ALL OPEN TO = _ It C14 AS NEEDED = -, 3068 � TO FIT TUS FOYER � tp _ a4 �0 FRENCH _� .BELOW z to _ 04 L~ 8 I I 2x6 2x6 W O II y GUARD/ VAULT VAULT N -HANDRAILII 2030 SH; I _ � 3 _ _ (TEMPERED) (HEAD ® E D 3 .9 4/12 INT 4/12 INT x _ ' " L _I N�9 1 PITCH PITCH' _ 9 1 N = - „ , 6 8 .AFF) 1 � 0 WA I ( LL WALL - , HT HT LQ 1 11 ' II , " _ ,, _ 3 8 3� 31-011 3 6 7 -6 ' ll 5 -8 nl ' " , 11 '1 -4 13 -5 2 I 10 -1I 1._ - � 2 _ DECORATIVE _ 2x6 FALSE BEAM -4( _ , 2 6 Q 0) I! 5 cr - P.T. WOOD i-- ENG BEAM 2030 FXD 2030 FXD \Q INA � (HEAD + (HEAD _ 2030 FXD (HEAD g I -� _ - GUARDRAIL RA L (TYPICAL) BOXED TO MATCH WIDTH ' - 6 -8 Aim) 6 -8 .AFF) r " " . 3068 6 -8 AFF I-" II _ FRENCHS(� 3 � �x Q� - CANTILEVER OF COLUMN (TYPICAL) I I�- PURR WALL. I 1 2" AS NEEDED (VOLUME L CEIL) C4 BALCONY 36" TO BE FLUSH I I' AT SIDE � I � ACROSS ----= ----H--- ---- INTERIOR _ ----- —�— — ,� x& ----�--—�-- 2'-4" 1211 2'_8", lo lo c w y N E m �; r ENG ROOF TRUSSES PER MANUFACTURER i 6 (TYPICAL) ENG Attic TRUSSES C r: W/ DECKING PER TRUSS G MANUFACTURER 12 a F ATTIC 3,-411 A11 (UNFINISHED) TO FACE r-------, r------- i OF GABLE 14VAG I I HVAC 02 12 ENG ROOF TRUSSES PER MANUFACTURERS' -I" HT '-!77!! ME GALVALUME &-I" fP HT METAL ROOF AT PEEL < STICK BALCONY ENCBE AM _ RECESS FOR ENG ROOF TRUSSES ES ROOF SHEATHING BOXED 2x6 FRAMED BUILT- IN PER OYER -FRAMING 12 PER MANUFACTURER MATCH WIDTH EXTERIOR PER ENGS DETAILS TYPICAL) 12x12 COLUMN WALL(TYP) 7 BUILDER 2'-0" OYER -HANG 3 (TYPICAL) OF COLUMN too HURRICANE ANCHOR At EACH MEMBER P.T. WOOD 12 PER GS DETAILS GUARDRAIL-- EG BEAM M A N L S RDRA E _ Q 3 , MINIMIZE K7 I, OVER HANG 8 z HEEL IN TRUSS i FIN FLOOR - o At WINDOW 0 (TRUSS MANUFACTURER L�, GALV EAVE DRIP cnitt TO VERIFY)' _ �n IN ROOF GEMENT ,, a _ 10-1 i£ Ht a 10'-I" il? Ht W/PEE t ° L STICK � ,. 10x12 DECORATIVE- 18"d SOFFIT t0 LAPPED OYER FAL51= BEAM CTYP) CEILING AROUND �_gu �— -- -- -_ - ju PERIMETER (BTTM 5/4"43/4"FURRING ENG BEAM _ = _ � - - - - ;, , 45 c 16 FLOOR TRUSSES 10 -8 AFF) 1x6 T4G CEILING 1x6 TTG DECKING I PER MANUFACTURER 2x10 P.T. DECK 2x6 TRIM JOISTS PER BRICK= 2x8 RAFTER TAIL VENEER I I GATHERING ENG'S DETAILS SCABBED t0_ i I N pp 1x12 TRIM � (TYP) I I - , EACH TRUSS 61 I Room 0— 8 ENG BEAM BOXED TO _ MOCKING/ - � I I 4GONG SLAB W/ .- MATCH WIDTH OF 2x COLUMN 6x6 10,10 W.W.M. BIRD STOP SLOPE FOR DRAINAGE FOYER I t ON MIL V1842UENE 1 6 I � 1x12 TRIM 2x OVER GLEAN, WELL R 6 FRIEZE I I I/S 1-� COMPACTED, TERMITE Ix2 OVER 1x12 TRIM 4" CONG TREATED FILL Ix4 TRIM SLAB 12x12 COLUMN FIN FLOOR L ---J J FIN FLOOR — - --I---I I 1=1 I F1 I — I EdIEl I 1=1 I —I --II — — HEI I lEd I IEEI I IE1 I 1=1 I 1EI I 1=1 I IHEI I 1=1 I I— — -- - —I — — — — — — — — — — I_I —III—III III IIII 11III—III l—III I I_I I I^III=1 I I I I i-1 11—III—III-1 _—__—__---__ _ - S GONG BLOCK III III III III III III. III . I_I -- BL � -—,:: 1.111.111 i i i i —III, I L I L= _ _ — — — - - — II_ 111—III=11.1 — — — - FIN G = _ I F _I RADE:. I � III ..III I I � - OUNDATION WALL I — I— — — i — — — FIN GRADE — — .11 ...III II -1 i I I—III-11 I_I I I I-1 I I_ ON CON( FT.� PER = — — — — I �__—---_— II III III III .III ,I ENG'S DETAILS (TYPICAL) .,,III III III II IIIb. 111,;,111— 8Trq1;.uCTURAL SECTION 1 - n , II t- _ - SC,4L�.: 1/4 1 0 4 N _ N I.,. RUN / I S l�N/TfRf = SLOPE :FOR T � RISE/ � � DRAINAGE GUARD/ HANDRAIL 4" GONG SLAB , 36 3 2 1x8 BASE TRIM BRICK BORDER 38 FIN FLOOR 3 - 8 OF HOUSE BRICK VENEER411 . _ c� Q _ - IC r - PROVIDE WEEP-HOLESGUARD/ ] - GUARD HANDRAIL. - �b ° P -4 1L • 36 r- FINISHED GRADE m _rI� �rl_r�rrn 8 GONG BLOCK —— 1 III III III 4 U1 14 r0 e N W N 4 J 0 SECTION = 1 -0 SCALE: 1/4 - 1 -0 SC,4 1/4 l -011 SCALE: 3/4 STAY? DETAIL SCALE: / = V-011 U C FOUNDATION WALL _ — III II U C fn4a 0 4 p O �•3 .• G oaa p. .. �+ �00o(D 0 UEa o - "°'_"CL ° LU Q Jd 4 - 0 ut - W _ �• H�1D H Z RA, o aQQ 0, 20 'Q'_65 � 0 -91 0 Emm' _ - 3 0 mo....�L�v v ._ o oo p co 0 v"o U t— QY �� EL v W/ CELLS FILLED III— 111..,111 hi Z GUARD Z RAIL VJ w - Uj LU z Q At SHOWER W SOI .NGS L D PER E — ,, a O J Q - z VJ Q _W � - DETAILS 06 904.272.5339 Building Dept. coM rri III III III 0 CV III III II I III Uj �- V rr W LI_ W 0 _ -III — RODS _I _ VERTICAL ROD PER ENG S DETAILS — I a < . ° — = I _ III III III , - - - — — s .: I I III III I _ - ua �Q O >- LlJ I- � _ r ItlJ FINISH STORAGE U_ '- SII - , - •. • .. i CONC FTG W/ RODS - N: p D q c 3 b o U (n UNDER STAIRS W/ - W J � - -I—�— � I— —III III III—I • . ° --... --... I—_; . : II III II PERDETAILS _ r i/2„ G.W B. RECESS SLABjnCONT —III— III III I— a III III ” -• 6" T SHOWER . III — ' 1== _ — — —III—III—III— III III III III — — —, _ _ _ — — —� III—III_III—III —III—III- ' —1 I I—III—III- _ O 10C FAT S� 1 S CT � I C�l�l 3 STS I S� CT 1 N 2 4 U1 14 r0 e N W N 4 J 0 SECTION = 1 -0 SCALE: 1/4 - 1 -0 SC,4 1/4 l -011 SCALE: 3/4 STAY? DETAIL SCALE: / = V-011 U C U C fn4a 0 4 p O �•3 .• G oaa p. .. �+ �00o(D 0 UEa o - "°'_"CL ° LU Q Jd 4 - 0 ut - W _ �• H�1D H Z RA, o aQQ 0, 20 'Q'_65 � 0 -91 0 Emm' _ - 3 0 mo....�L�v v ._ o oo p co 0 v"o U t— QY v r hi Z GUARD Z RAIL VJ w - 4 U1 14 r0 e N W N 4 J 0 SECTION = 1 -0 SCALE: 1/4 - 1 -0 SC,4 1/4 l -011 SCALE: 3/4 STAY? DETAIL SCALE: / = V-011 U C U C fn4a 0 p p O �•3 .• G oaa p. .. �+ �00o(D 0 UEa o - "°'_"CL ° _ -o c Q oc{'c Q Jd o aQQ 0, 20 'Q'_65 � 0 -91 0 Emm' $o�o( 3 UEo rio�`- 34,c p Y mo....�L�v v ._ o oo p co 0 v"o U t— QY v �Y VJ w Uj LU z Q W U O J Q OU) z VJ Q _W � W 06 904.272.5339 Building Dept. coM rri �r 0 CV c o Uj �- V rr W LI_ W 0 WJI r �Q O >- LlJ I- � CO U_ '- SII Q C� = z p D q c 3 b o U (n w TT - W J � Q Plan #: K1579 Job #: 17-1002 VERTICAL RODS I I ( a PER END'S DETAILS $: .,,—iii 1 I I-1 I I1 I 1 I I=I 11—_— =1 I=1 I I=1 11=1 I= 12 -1 fp — - ENG ROOF TRUSSES 2x FRAMED PER MANUFACTURER EXTERIOR WALL PER TYPICAL GALVALUME WALL SECTION METAL ROOF IZ PEEL ESLICK / -- ROOF SHEATHING L 16" ENG FLOOR TRUSS 2'-0" PER MANUFACTURER 2'-0" OYER -HANG ;, • ..... HU RCAN ANCHOR I AT EACH MEMBER SPRAY FOAM :.::':.::::::.:. PER END'S DETAILS INSULATION' 2x8 RAFTER TAIL 81/2" HEEL 1N TRUSS ��\ s `\:: SCABBED TO (TRUSS MANUFACTUREREACH TRUSS TO VERIFY) _ GALY EAVE DRIP IN ROOF CEMENT I — 1/2 " G.W B. W/ PEEL E STICK (WALLS E CEIL) LAPPED OVER I 2x FRAMED (2) 2x6 TOP IE �— 5/4"43/4" FURRING EXTERIOR WALL 45' PER TYPICAL Ix6 TEG DECKING WALL SECTION - HEADER FRAMING PER ENG'S DETAILS 2x BLOCKING/ L BIRD -STOP INTERIOR TRIM I PER BUILDER 2x6 FRIEZE _ — — HARDI-LAP SIDING WINDOW UNIT PER MANUFACTURER'SSPECS GALY FLASHING W/ HOUSE -WRAP LAPPED OVER V-0" CANTILEVER 2x6 TRIM ENCS ROOF TRUSSES CANTILEVERED PER MANUFACTURERa, GALVALUME METAL ROOF PER BUILDER INTERIOR TRIM FLOOR DETAIL - PEEL E STICK SCALE: 3/4" = V -Oil '<x6 STUDS (SPACING ROOF SHEATHING PER BUILDING CODE) --- V-0" OYER -HANG R-13 INSULATION 2x SILL W/ HURRICANE ANCHOR 2x6 BOTTOM IE 2x6 APRON At EACH MEMBER I PER END'S DETAILS BASE TRIM PER 5UILDER 2x4 NAILER 3/4" TEG PLYWOOD HARDI-LAP SIDING 12 GALY EAVE DRIP FLOORING IN ROOF GEMENT HOUSE -WRAP W/ PEEL E STICK 16" ENG FLOOR TRUSS 21- LAPPED OVER PER MANUFACTURER WALL SHEATHING �— 5/4"43/4" FURRING 5" CANTILEVER AT ` 45' FLOOR SYSTEM SPRAY FOAM Ix6 TEG DECKING (k INSULATION 2x8 RAFTER TAIL w ` 8�/2" HEEL IN TRUSS . t`\ SCABBED t0 u p- U 5 (TRUSS MANUFACTURER EACH TRUSS GALY FLASHING t0 VERIFY) Z W/ HOUSE -WRAP 2x BLOCKING/ BIRD -STOP i LAPPED OVER a. 2x10 TRIM 1x6 FRIEZE I/2" G.Wm. 1/2 G.W.B. SOLDIER COURSE (WALLS E CEIL) >A (WALLS E CEIL) (2) 2x6 TOP fE (2) 2x6 TOP M HEADER FRAMING HEADER FRAMING PER END'S DETAILS PER END'S DETAILS INTERIOR TRIM - INTERIOR TRIM PER BUILDER - PER BUILDER Ix6 FRIEZE WINDOW UNIT PER SOLDIER COURSE WINDOW UNIT PER MANUFACTURER'S SPECS MANUFACTURER'S SPECS 5RICK VENEER SOLDIER COURSE ON LINTEL OVER WINDOW GALV FLASHING OVER LINTEL W/ HOUSE -WRAP LAPPED OVER _ (rROVIDE WEEP -HOLES OVER FLASHING) 0 0 INTERIOR TRIM INTERIOR TRIM PER BUILDER PER BUILDER 2x6 STUDS (SPACING 2x6 STUDS (SPACING PER BUILDING CODE) BRICK ROWLOCK PER BUILDING CODE) (SLOPE FOR RUN-OFF) R-13 INSULATION R-13 INSULATION GA�_V FLASHING W/ CONT RIGID CONT RIGID HOUSE -WRAP LAPPED CONNECTOR PER OVER (PROVIDE k:EEP- CONNECTOR PER ENG'S DETAILS END'S DETAILS HOLES OVER FLASHING) 2x6 P.T. SOLE IE 2x6 P.T. SOLE M BRICK VENEER I BRICK VENEER BASE TRIM PER BASE TRIM ,PER PROVIDE WALL TIES BUILDER PROVIDE WALL TIES BUILDER +� 32" O.C. HORIZONTAL I • 32" O.C. HORIZONTAL E IV' O.C. VERTICAL 4" CONC SLAB W/ >A E 16" O.C. VERTICAL 4" CONG SLAB W/ 6x6 10/10 W.W.M. 6x6 10/10 W.W.M. AIR -SPACE ON 6 MIL VISQUENE >4I AIR -SPACE ON 6 MIL VISQUENE OVER CLEAN, WELL OVER CLEAN, WELL HOUSE -WRAP COMPACTED, TERMITE HOUSE -WRAP COMPACTED, TERMITE TREATED FILL TREATED FILL 3 WALL SHEATHING _ WALL SHEATHING PROVIDE WEEP -HOLES , : --- PROVIDE` WEEP -HOLES , ---------—s--y-A------ .r�- _ter_ r_ - --r �—I _IIIIII—IIIIII—I I I� _I � I-1 I IIII—III—I I I� III=1 I I-1 11 1 I FINISHED GRAI � I-11 I--III—III—I FINISHED GRADE FINISHED CON( BLOCK _IIIIII=III= 8" CON( BLOCK I =I I =III= FOUNDATION WALL =1 I=1 I=III FOUNDATION WALL =1=I (=I W/ CELLS FILLED1 =III= W/ CELLS FILLI=D SOLID PER ENG'S — —i l SOLID PER ENCx S—i i a DETAILS a -- — — — — DETAILS I I I I—I I I—I I I-1 -1 I I 1-1 I—III—I — _ VERTICAL RODS � � a . — — — _ VERTICAL RODS 1=1 11-1 I I—I 11 's DETAILS 6 I I, ,III, ,III PER ENG'S DETAILS °----:.. a -- PER ENG DE L �. , . a —iii • • • GONG FTG W/ RODS — i • CON( FTG W/ RODS , — _ — — - -, — LL=jii—iiiPERCONT - NGSDETAILS —--° .— — CONT ENG S DETAILS - - _ PER —i — -1 I=III=1 �91� II-1 ° III=1�1--1 II—ISI —_= _------ - - —_— I— — — — _ —1 111 11 I —I --II III IIII III III III ..III III III — — — —1 I I=1 i =1 � I=11 I=I I I=WE I 11=1 11 1,I =I I-1 11=I 1=1 =1 11 I i I- I 1 I= =i, �I _ „ — III- IIII,ISII�I.�1�I1I1 TY I CAL 2 STT TY1= I CAL 1 STOF WAIL I SECTI ON 3 WALL SECTION 2 WALL SE CS' I ON SCALE: 3/4" _ V-011 SCALE: 3/4" = V-0" SCALE: 3/4 = V-0" I I I HARDI_ LAP SIDING HOUSE- WRAP — WALL SHEATHING AtH( NG I = GALY FLASHING W/ HOUSE -WRAP I I LAPPED OVER - 2x8 TRIM Ix6 TTG DECKING OVER PLYWOOD SHEATHING 2x4 NAILERS 3�/Z 1x4 FRIEZE DECO%4TIVE DECORATIVE E BRACKET "B" 5I ACKET 11511 SOLDIER COURSE SCALE: 3/411 _ V-011 BRICK VENEER T ENG ROOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL E STICK ROOF SHEATHING V_0" OVER -HANG HURRICANE ANCHOR At EACH MEMBER PER ENG'S DETAILS 2x8 RAFTER TAIL SCABBED t0 EACH TRUSS 2x4 NAILER GALY SAVE DRIP IN ROOF CEMENT W/ PEEL E STICK LAPPED OVER 4 .\— 5/4"43/4" FURRING 1x6 TEG DECKING 2x BLOCKING/ BIRD -STOP Ix6 FRIEZE SOLDIER COURSE BRICK VENEER SOLDIER COURSE ON ` LINTEL OVER WINDOW GALY FLASHING OVER LINTEL W/ HOUSE -WRAP LAPPED OVER (PROVIDE WEEP -HOLES OVER FLASHING) BRICK ROWLOCK (SLOPE FOR RUN-OFF) GALY FLASHING W/ HOUSE -WRAP LAPPED OVER (PROVIDE WEEP - HOLES OVER FLASHING) BRICK VENEER PROVIDE WALL TIES • 32" O.G. HORIZONTAL E 16" OG. VERTICAL AIR -SPACE HOUSE -WRAP WALL SHEATHING PROVIDE WEEP -HOLES FINISHED GRADE CON( FTG W/ RODS CONT PER ENG'S DETAILS NOTE: ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL COMPONENTS t0 51= USED. U U S v vE- 0 •� m`wc •oma 3 O �v�c'vE0 cvL$° •�Q cvov aos o c v 3z; ov V m o o k� co'Q o'o � nag/ v o p maci — c w ✓O ooccNu� c "r-'�1E2 N v va w E o � I= v Y ov«avvcvi �Y�m°mY i Wells Road Orange Park, FL 32073 f LU z U) UJ J 0 a < U) w z W_ W __xx W cc 904.272.5339 Building Dept: SHEET NUMBER W cy co Z 04 N o W C'7 •� m VJ LLJ LL. W o LL.I 17M U) (� 04 11 U JI U) L� m LOz - Q C _ °U W — J 3 v i V)W r Q D Plan #.I I K1579' SHEET NUMBER (WALLS 4 CEIL) - i'-4" GABLE OVER -HANG ;U c GALV SAVE DRIP 0 IN ROOF CEMENT ff8a-'SE W/ PEEL 4 STICK GALVALUME LAPPED OVER pNUCCID �— 5/4"43/4" FURRING Y METAL ROOF 1x6 T 4 DECKING —be I 1999 Wells Road ? — 2x8 LOOKOUT 24" O.C. 2x BLOCKING / BIRD -STOP ROOFSHEATHING SPRAT' FOAM •:.:::. HARD1-LAP SIDING PER MANUFACTURER x,. INSULATION ; 0 METAL ROOF ENG ROOF TRUSSES i!. ENG ROOF TRUSSES PEEL 4 STICK PER MANUFACTURER ROOF SHEATHING PER FLASHING PER MANUFACTURER (WALLS 4 CEIL) ` HURRICANE ANCHOR At EACH MEMBER :::::::. At EACH M M ,........ i E E BER �2 PER ENG S DETAILS :::: I? PER END'S DETAILS 12 HEEL IN TRUSS ` >> 12" HEEL IN TRUSS �� (TRUSS MANUFACTURER (TRUSS MANUFACTURER 1/2 G.W B. GALV SAVE DRIP = GALV EAVE DRIP TO VERIFY) w Y (WALLS 4 CELL) TO VERIFY) �' IN ROOF GEMENT S3 IN ROOF CEMENT W/ PEEL 4 STICK W/ PEEL t SLICK (2) 2xro TOP IE (2) 2x6 TOP iP LAPPED OVER LAPPED OVER , " " 3 3 $/4 x2 i FURRING 5/4 x2 i FURRING 4 4 RR � 1x6 TAG -CEILING TNG. � � 48 � 1x6 TAG GEL 45 4 J 2x6 TRIM 1x6 t4G DECKING 2x6 TRIM .1x6 t G DECKING:. 1x10 TRIM 2x8 RAFTER TAIL 1x10 TRIM 2x8 RAFTER TAIL . SCABBED'. t0 I SCABBED TO EACH TRUSS 1x12 TRIM Ix12 TRIM EACH TRUSS I 2x BLOCKING/ 2x BLOCKING/ Ix2 TRIM OVER 1x2 TRIM OVER , BIRD -STOP I ix4 TRIM BIRD -STOP 1x4 TRIM 1 2x8 FRIEZE � 2x8 FRIEZE � �• ? N Ix12_TRIM �} 1x12 TRIM ENG BEAM BOXED ENG BEAM BOXED _ _ TO MATCH WIDTH TH 70 MATCH WIDTH HARD[ -LAP SIDING D HARDI-LAP SIDING I OF COLUMN ! OF COLUMN a' HOUSE -WRAP HOUSE -WRAP _- � c0 WALL SHEATHING WALL SHEATHING 1 12x12 COLUMN _ I GALV FLASHING P.T. WOOD GUARDRAIL GALV FLASHING P.T. WOOD GUARDRAIL / NOUS -WRAP W/ HOUSE -WRAP (SEE GUARDRAIL DETAILS) W E 12x12 COLUMN (SEE GUARDRAIL DETAILS) LAPPED OVER I LAPPED OVER 1x8 BASE TRI HURRICANE ANCHOR 1x8 EASE TRIM 5/4"x6 DECKING 5/4 x6 DECKING FIN FIN AT EACH MEI'1MER HURRICANE ANCHOR FLR FLR PER ENG'S DETAILS At EACH M M 2x10 P.T. DECK JOISTS E E BER Or-2�t10 P.T. DECK JOISTS I � � PER ENO's DETAILS PER ENG S DETAILS PER ENG'S DETAILS f HOUSEIV v ti HOUSE OL o. .1 LL 1� V N V DECORATIVE CUT END, 4 DECORATIVE CUT END �4 iZ�� Z ENG BEAM 4:: wZ 4 4 C2) 2x10 P.T.HAILERS 3 -0 12 F 12" ENG BEAM - ; (2) 2x10 P.T. NAILERS CANTILEVER T 1 I GALV FLASHING FRONT BEAM GALV FLASHING I I rox6 <: lx6 TRIM OVER l lxro TRIM OVER 2x4 NAILER I 2x4 NAILER SOLDIER COURSE 1x2 TRIM OVER SOLDIER COURSE 1x4 TRIM 1x2 TRIM OVER 12x12 COLUMN 1x4 TRIM z � f UEC R TIVE u n 5iv4 <ET C >� T BRICK VENEER _ w I BRICK VENEER _ - (PROVIDE WALL TIES �n = (PROVIDE WALL TIES ,n � PR DE _ ® �� 32 O.C. HORIZONTAL _ 32 O.C. HORIZONTAL - 0 0 „ 0 �. 2x6 STUDS (SPACING 4 16 O.C. VERTICAL) (SPACING 4 TIG VER L 2x6 STUDS 16 O.C. VERTICAL) PER BUILDING CODE) � •;�� PER.BUILDINCs CODE) AIR -SPACE � AIR -SPACE - ON R-13 INSULATION ' R-13 INSULATION HOUSE - WRAP _ HOUSE WRAP , CONT RIGID CONT RIGID CONNECTOR PER WALL SHEATHING CONNECTOR PER WALL SHEATHING ENG'S DETAILS ENG'SDETAILS 2x6 P.T. SOLE ie 2x6 P.T. SOLE IE EASE TRIM PER BASE TRIM PER BUILDER BUILDER I SLOPE FOR SLOPE FOR ' 4 CONIC SLAB W/ ; DRAINAGE DRAINAGE 4 CONE SLAM W/ 6x6 10/10 W.W.M. ' - 12x12 COLUMN bx6 10/10 W.W M. ON 6 MIL VISQUENE ON ro MIL VISQUENE OVER CLEAN, WELL OVER CLEAN, WELL 1x8 EASE TRIM COMPACTED, TERMITE FIN 1x8 EASE TRIM COMPACTED, TERMITE � FIN EXPANSION JOINT TREATED FILL EXPANSION JOINT TREATED FILL FLR FLR BRICK BORDER BRICK BORDER I �� OF w 4 CONIC SLAB 4 GONG SLAB HOUSE HOUSE BRICK VENEER BRICK VENEER 1 d.. PROVIDE WEEP -HOLES - _ = - - e PROVIDE- WEEP -HOLES _ _ _ _ d- rrr rrr -err rrr—rrr A. b rrr rrr 7rr—rrrrrr _ _ _ _ a .°d ... �.' � - ,- � . e .. e ° °., e. .,SSSS .. _ — — e I—I I I_I I_I I I_I I I_I II I i-111—III—III—I I. a A a _ _ _ _7=77777=_77T) FINISH G -f = _ — — — — — — — — — F1NIsr-I>=BRAD Tf1—T�-11T T>�i �T: ED RADE III ,�T T(1-111-1 11 111-111-1 11-111 HT1 11T—T� „ III III III -_I i I—III—III .. �� — - — -- — -- — — _ 8 CONIC BLOCK �- _ _ ° . - _ = _ _ _ _ _ _ _ �cK i— _ - — —— -- — — _ I — I I —1 I I-1 I I-1 I IIII—III—IIIIII—III—III ° � a 8 coNc eLo _ I I III—I I_I I I_I I I-1 11-1 11—LIIIII—III d III III III —(, _ —1 I I—III—III =r. I, . ....FOUNDATION WALL = _ FOUNDATION WALL — = = _ — — I I— _II I-1 11-1 11-1 I I I I S I I S I I S I � ?uRN1=D EDGE I I I S I I S I �— I_I—I � I—I � I I � 1—, tUr�IED EDGE — I S I_ _ W/ CELLS FILLED _ W/ CELLS FILLED - — _--- II1= __---1=I—III—III—III — 111 ..111 II III SII II II — I! — — , �—� I r I I �—I I I_I I I_I I I—! I I—III—III -- — — — — — — — — SOLID PER ENG.. –1 11=1 111 ( I I I—III � �� �------- SOLID PER ENG s e a a a a------—=II—II — — — — — — — — — III -1 I I--1 I I—III-1 IIII—(III i—III-1 I ——„� III—I I I_I I I—I I I_I I I—III—III-111—LII—III—III-11 - DETAILS— ,l DETAILS '; e — — — — -- - — — — — — - a —— ---— _ I I— —1 I I --III i I I—III—I I,-1 I— I S I I S I I S I I I I I I III I I i—LII-1 I II 11-11 I_I I I—I 1111 I I I _ III I III I I I— _I I—(III L I I III III 11-1 I I—III I__ _—_--_—_ - - — — _ _ — VERTICAL Roo. I I 1-1 I I—I I—I' ____ I II I I_I I_I 1-1 I III—III-11 I I I a I-1 11 (III 1-1 I I I i VERTICAL RODS —1 I e III III III III I i _ d o — _ _ _ _ ( f e e ed . PER END'S DETAILS ° ^ < _ _ = 1= I .I I-111=... a ` —I I— t I. a _ I I_ I I—III— —I I-11 I_I a °. d i_I I I-1 I I-1 I _ III III III , I III—I I I_I I—i a d e III ., PER ENGIS DE IAL III III III , ( , I I I • < •'.. — — – — CONI FTS w/ RODS = a 111 1=1 I –L I 1=1 I 1=1 I CONI 1=tG w/ Rops III—i °-1111 ► III—I 1 I—III _ R D f I I a -- e e, .. a8 _ 1 ° - CONT PER END'S DETAILS. i CONT PER ENG'S DETAIL. I=11 I 11—L i_ —III—I a. ° i 1' 11 11 I- F-1II—ISI—I f = _ �- i — = — — — = 1- = = I 1=1 1= — — —III—III ---- i—I —1 —� = 11 1 -- =—=1- -- --1=1 I I— —-- '' I=1 11=1 I I—I I-I—III-1 11= I I' ' I=1 I I—III-1 I I—III—II—II-1 I' f 1= � � � I ENTRY SECTION W/ 1 X11 iif_ iii 111.. -111Ili-1fi �1� 9 y C:ANT1. h 3,�1. GOI�I�' 2 BATTY SE CT I Old � GA5LE 1 SC,4LE: " 1�_�If SCALE: 3/4i'-��� rp I1 - i'-4" GABLE OVER -HANG ;U c GALV SAVE DRIP 0 IN ROOF CEMENT ff8a-'SE W/ PEEL 4 STICK GALVALUME LAPPED OVER pNUCCID �— 5/4"43/4" FURRING Y METAL ROOF 1x6 T 4 DECKING —be 45* 7 1999 Wells Road PEEL 4 STICK — 2x8 LOOKOUT 24" O.C. 2x BLOCKING / BIRD -STOP ROOFSHEATHING W Lu ENG ROOF TRUSSES HARD1-LAP SIDING PER MANUFACTURER HOUSE -WRAP GALVALUME 0 METAL ROOF WALL SHEATHING ENG ROOF TRUSSES PEEL 4 STICK GALV FLASHING 4 COUNTER FLASHING ROOF SHEATHING PER FLASHING PER MANUFACTURER DETAILS . ............. 12 GALVALUME t ............. HURRICANE ANCHOR METAL ROOF ,a 0 W -1 SPRAT FOAM t 904'.272.5339 PEEL 4 STICK INSULATION ••• ::::: ROOF SH SHEATHING ENG ROOF OF TRUSSES r Lul M PER MANUFACTURER. U cy CV •N 31 M.0 M W •� J Q 3'-0" OVER -HANG ............... f} h. ` HURRICANE ANCHOR At EACH MEMBER :::::::. At EACH M M ,........ i E E BER �2 PER ENG S DETAILS :::: I? PER END'S DETAILS 12 HEEL IN TRUSS ` >> 12" HEEL IN TRUSS �� (TRUSS MANUFACTURER (TRUSS MANUFACTURER 1/2 G.W B. GALV SAVE DRIP = GALV EAVE DRIP TO VERIFY) w Y (WALLS 4 CELL) TO VERIFY) �' IN ROOF GEMENT S3 IN ROOF CEMENT W/ PEEL 4 STICK W/ PEEL t SLICK (2) 2xro TOP IE (2) 2x6 TOP iP LAPPED OVER LAPPED OVER , " " 3 3 $/4 x2 i FURRING 5/4 x2 i FURRING 4 4 RR � 1x6 TAG -CEILING TNG. � � 48 � 1x6 TAG GEL 45 4 J 2x6 TRIM 1x6 t4G DECKING 2x6 TRIM .1x6 t G DECKING:. 1x10 TRIM 2x8 RAFTER TAIL 1x10 TRIM 2x8 RAFTER TAIL . SCABBED'. t0 I SCABBED TO EACH TRUSS 1x12 TRIM Ix12 TRIM EACH TRUSS I 2x BLOCKING/ 2x BLOCKING/ Ix2 TRIM OVER 1x2 TRIM OVER , BIRD -STOP I ix4 TRIM BIRD -STOP 1x4 TRIM 1 2x8 FRIEZE � 2x8 FRIEZE � �• ? N Ix12_TRIM �} 1x12 TRIM ENG BEAM BOXED ENG BEAM BOXED _ _ TO MATCH WIDTH TH 70 MATCH WIDTH HARD[ -LAP SIDING D HARDI-LAP SIDING I OF COLUMN ! OF COLUMN a' HOUSE -WRAP HOUSE -WRAP _- � c0 WALL SHEATHING WALL SHEATHING 1 12x12 COLUMN _ I GALV FLASHING P.T. WOOD GUARDRAIL GALV FLASHING P.T. WOOD GUARDRAIL / NOUS -WRAP W/ HOUSE -WRAP (SEE GUARDRAIL DETAILS) W E 12x12 COLUMN (SEE GUARDRAIL DETAILS) LAPPED OVER I LAPPED OVER 1x8 BASE TRI HURRICANE ANCHOR 1x8 EASE TRIM 5/4"x6 DECKING 5/4 x6 DECKING FIN FIN AT EACH MEI'1MER HURRICANE ANCHOR FLR FLR PER ENG'S DETAILS At EACH M M 2x10 P.T. DECK JOISTS E E BER Or-2�t10 P.T. DECK JOISTS I � � PER ENO's DETAILS PER ENG S DETAILS PER ENG'S DETAILS f HOUSEIV v ti HOUSE OL o. .1 LL 1� V N V DECORATIVE CUT END, 4 DECORATIVE CUT END �4 iZ�� Z ENG BEAM 4:: wZ 4 4 C2) 2x10 P.T.HAILERS 3 -0 12 F 12" ENG BEAM - ; (2) 2x10 P.T. NAILERS CANTILEVER T 1 I GALV FLASHING FRONT BEAM GALV FLASHING I I rox6 <: lx6 TRIM OVER l lxro TRIM OVER 2x4 NAILER I 2x4 NAILER SOLDIER COURSE 1x2 TRIM OVER SOLDIER COURSE 1x4 TRIM 1x2 TRIM OVER 12x12 COLUMN 1x4 TRIM z � f UEC R TIVE u n 5iv4 <ET C >� T BRICK VENEER _ w I BRICK VENEER _ - (PROVIDE WALL TIES �n = (PROVIDE WALL TIES ,n � PR DE _ ® �� 32 O.C. HORIZONTAL _ 32 O.C. HORIZONTAL - 0 0 „ 0 �. 2x6 STUDS (SPACING 4 16 O.C. VERTICAL) (SPACING 4 TIG VER L 2x6 STUDS 16 O.C. VERTICAL) PER BUILDING CODE) � •;�� PER.BUILDINCs CODE) AIR -SPACE � AIR -SPACE - ON R-13 INSULATION ' R-13 INSULATION HOUSE - WRAP _ HOUSE WRAP , CONT RIGID CONT RIGID CONNECTOR PER WALL SHEATHING CONNECTOR PER WALL SHEATHING ENG'S DETAILS ENG'SDETAILS 2x6 P.T. SOLE ie 2x6 P.T. SOLE IE EASE TRIM PER BASE TRIM PER BUILDER BUILDER I SLOPE FOR SLOPE FOR ' 4 CONIC SLAB W/ ; DRAINAGE DRAINAGE 4 CONE SLAM W/ 6x6 10/10 W.W.M. ' - 12x12 COLUMN bx6 10/10 W.W M. ON 6 MIL VISQUENE ON ro MIL VISQUENE OVER CLEAN, WELL OVER CLEAN, WELL 1x8 EASE TRIM COMPACTED, TERMITE FIN 1x8 EASE TRIM COMPACTED, TERMITE � FIN EXPANSION JOINT TREATED FILL EXPANSION JOINT TREATED FILL FLR FLR BRICK BORDER BRICK BORDER I �� OF w 4 CONIC SLAB 4 GONG SLAB HOUSE HOUSE BRICK VENEER BRICK VENEER 1 d.. PROVIDE WEEP -HOLES - _ = - - e PROVIDE- WEEP -HOLES _ _ _ _ d- rrr rrr -err rrr—rrr A. b rrr rrr 7rr—rrrrrr _ _ _ _ a .°d ... �.' � - ,- � . e .. e ° °., e. .,SSSS .. _ — — e I—I I I_I I_I I I_I I I_I II I i-111—III—III—I I. a A a _ _ _ _7=77777=_77T) FINISH G -f = _ — — — — — — — — — F1NIsr-I>=BRAD Tf1—T�-11T T>�i �T: ED RADE III ,�T T(1-111-1 11 111-111-1 11-111 HT1 11T—T� „ III III III -_I i I—III—III .. �� — - — -- — -- — — _ 8 CONIC BLOCK �- _ _ ° . - _ = _ _ _ _ _ _ _ �cK i— _ - — —— -- — — _ I — I I —1 I I-1 I I-1 I IIII—III—IIIIII—III—III ° � a 8 coNc eLo _ I I III—I I_I I I_I I I-1 11-1 11—LIIIII—III d III III III —(, _ —1 I I—III—III =r. I, . ....FOUNDATION WALL = _ FOUNDATION WALL — = = _ — — I I— _II I-1 11-1 11-1 I I I I S I I S I I S I � ?uRN1=D EDGE I I I S I I S I �— I_I—I � I—I � I I � 1—, tUr�IED EDGE — I S I_ _ W/ CELLS FILLED _ W/ CELLS FILLED - — _--- II1= __---1=I—III—III—III — 111 ..111 II III SII II II — I! — — , �—� I r I I �—I I I_I I I_I I I—! I I—III—III -- — — — — — — — — SOLID PER ENG.. –1 11=1 111 ( I I I—III � �� �------- SOLID PER ENG s e a a a a------—=II—II — — — — — — — — — III -1 I I--1 I I—III-1 IIII—(III i—III-1 I ——„� III—I I I_I I I—I I I_I I I—III—III-111—LII—III—III-11 - DETAILS— ,l DETAILS '; e — — — — -- - — — — — — - a —— ---— _ I I— —1 I I --III i I I—III—I I,-1 I— I S I I S I I S I I I I I I III I I i—LII-1 I II 11-11 I_I I I—I 1111 I I I _ III I III I I I— _I I—(III L I I III III 11-1 I I—III I__ _—_--_—_ - - — — _ _ — VERTICAL Roo. I I 1-1 I I—I I—I' ____ I II I I_I I_I 1-1 I III—III-11 I I I a I-1 11 (III 1-1 I I I i VERTICAL RODS —1 I e III III III III I i _ d o — _ _ _ _ ( f e e ed . PER END'S DETAILS ° ^ < _ _ = 1= I .I I-111=... a ` —I I— t I. a _ I I_ I I—III— —I I-11 I_I a °. d i_I I I-1 I I-1 I _ III III III , I III—I I I_I I—i a d e III ., PER ENGIS DE IAL III III III , ( , I I I • < •'.. — — – — CONI FTS w/ RODS = a 111 1=1 I –L I 1=1 I 1=1 I CONI 1=tG w/ Rops III—i °-1111 ► III—I 1 I—III _ R D f I I a -- e e, .. a8 _ 1 ° - CONT PER END'S DETAILS. i CONT PER ENG'S DETAIL. I=11 I 11—L i_ —III—I a. ° i 1' 11 11 I- F-1II—ISI—I f = _ �- i — = — — — = 1- = = I 1=1 1= — — —III—III ---- i—I —1 —� = 11 1 -- =—=1- -- --1=1 I I— —-- '' I=1 11=1 I I—I I-I—III-1 11= I I' ' I=1 I I—III-1 I I—III—II—II-1 I' f 1= � � � I ENTRY SECTION W/ 1 X11 iif_ iii 111.. -111Ili-1fi �1� 9 y C:ANT1. h 3,�1. GOI�I�' 2 BATTY SE CT I Old � GA5LE 1 SC,4LE: " 1�_�If SCALE: 3/4i'-��� rp I1 - i'-4" GABLE OVER -HANG ;U c GALV SAVE DRIP 0 IN ROOF CEMENT ff8a-'SE W/ PEEL 4 STICK ��cam 0o os�- a �.o � •Qv 0TD �" G 0Ad a ��;cov LAPPED OVER pNUCCID �— 5/4"43/4" FURRING Y Ev `vada a 04 %0 -91 oo Q OO Y92 1x6 T 4 DECKING —be 45* 7 1999 Wells Road — 2x8 LOOKOUT 24" O.C. 2x BLOCKING / BIRD -STOP 2x6 FRIEZE W Lu ENG ROOF TRUSSES HARD1-LAP SIDING PER MANUFACTURER HOUSE -WRAP GALVALUME 0 METAL ROOF WALL SHEATHING V PEEL 4 STICK GALV FLASHING 4 COUNTER FLASHING ROOF SHEATHING PER FLASHING DETAILS V i H V-0" OVER -HANG W HURRICANE ANCHOR ` HURRICANE ANCHOR At EACH MEMBER :::::::. At EACH M M ,........ i E E BER �2 PER ENG S DETAILS :::: I? PER END'S DETAILS 12 HEEL IN TRUSS ` >> 12" HEEL IN TRUSS �� (TRUSS MANUFACTURER (TRUSS MANUFACTURER 1/2 G.W B. GALV SAVE DRIP = GALV EAVE DRIP TO VERIFY) w Y (WALLS 4 CELL) TO VERIFY) �' IN ROOF GEMENT S3 IN ROOF CEMENT W/ PEEL 4 STICK W/ PEEL t SLICK (2) 2xro TOP IE (2) 2x6 TOP iP LAPPED OVER LAPPED OVER , " " 3 3 $/4 x2 i FURRING 5/4 x2 i FURRING 4 4 RR � 1x6 TAG -CEILING TNG. � � 48 � 1x6 TAG GEL 45 4 J 2x6 TRIM 1x6 t4G DECKING 2x6 TRIM .1x6 t G DECKING:. 1x10 TRIM 2x8 RAFTER TAIL 1x10 TRIM 2x8 RAFTER TAIL . SCABBED'. t0 I SCABBED TO EACH TRUSS 1x12 TRIM Ix12 TRIM EACH TRUSS I 2x BLOCKING/ 2x BLOCKING/ Ix2 TRIM OVER 1x2 TRIM OVER , BIRD -STOP I ix4 TRIM BIRD -STOP 1x4 TRIM 1 2x8 FRIEZE � 2x8 FRIEZE � �• ? N Ix12_TRIM �} 1x12 TRIM ENG BEAM BOXED ENG BEAM BOXED _ _ TO MATCH WIDTH TH 70 MATCH WIDTH HARD[ -LAP SIDING D HARDI-LAP SIDING I OF COLUMN ! OF COLUMN a' HOUSE -WRAP HOUSE -WRAP _- � c0 WALL SHEATHING WALL SHEATHING 1 12x12 COLUMN _ I GALV FLASHING P.T. WOOD GUARDRAIL GALV FLASHING P.T. WOOD GUARDRAIL / NOUS -WRAP W/ HOUSE -WRAP (SEE GUARDRAIL DETAILS) W E 12x12 COLUMN (SEE GUARDRAIL DETAILS) LAPPED OVER I LAPPED OVER 1x8 BASE TRI HURRICANE ANCHOR 1x8 EASE TRIM 5/4"x6 DECKING 5/4 x6 DECKING FIN FIN AT EACH MEI'1MER HURRICANE ANCHOR FLR FLR PER ENG'S DETAILS At EACH M M 2x10 P.T. DECK JOISTS E E BER Or-2�t10 P.T. DECK JOISTS I � � PER ENO's DETAILS PER ENG S DETAILS PER ENG'S DETAILS f HOUSEIV v ti HOUSE OL o. .1 LL 1� V N V DECORATIVE CUT END, 4 DECORATIVE CUT END �4 iZ�� Z ENG BEAM 4:: wZ 4 4 C2) 2x10 P.T.HAILERS 3 -0 12 F 12" ENG BEAM - ; (2) 2x10 P.T. NAILERS CANTILEVER T 1 I GALV FLASHING FRONT BEAM GALV FLASHING I I rox6 <: lx6 TRIM OVER l lxro TRIM OVER 2x4 NAILER I 2x4 NAILER SOLDIER COURSE 1x2 TRIM OVER SOLDIER COURSE 1x4 TRIM 1x2 TRIM OVER 12x12 COLUMN 1x4 TRIM z � f UEC R TIVE u n 5iv4 <ET C >� T BRICK VENEER _ w I BRICK VENEER _ - (PROVIDE WALL TIES �n = (PROVIDE WALL TIES ,n � PR DE _ ® �� 32 O.C. HORIZONTAL _ 32 O.C. HORIZONTAL - 0 0 „ 0 �. 2x6 STUDS (SPACING 4 16 O.C. VERTICAL) (SPACING 4 TIG VER L 2x6 STUDS 16 O.C. VERTICAL) PER BUILDING CODE) � •;�� PER.BUILDINCs CODE) AIR -SPACE � AIR -SPACE - ON R-13 INSULATION ' R-13 INSULATION HOUSE - WRAP _ HOUSE WRAP , CONT RIGID CONT RIGID CONNECTOR PER WALL SHEATHING CONNECTOR PER WALL SHEATHING ENG'S DETAILS ENG'SDETAILS 2x6 P.T. SOLE ie 2x6 P.T. SOLE IE EASE TRIM PER BASE TRIM PER BUILDER BUILDER I SLOPE FOR SLOPE FOR ' 4 CONIC SLAB W/ ; DRAINAGE DRAINAGE 4 CONE SLAM W/ 6x6 10/10 W.W.M. ' - 12x12 COLUMN bx6 10/10 W.W M. ON 6 MIL VISQUENE ON ro MIL VISQUENE OVER CLEAN, WELL OVER CLEAN, WELL 1x8 EASE TRIM COMPACTED, TERMITE FIN 1x8 EASE TRIM COMPACTED, TERMITE � FIN EXPANSION JOINT TREATED FILL EXPANSION JOINT TREATED FILL FLR FLR BRICK BORDER BRICK BORDER I �� OF w 4 CONIC SLAB 4 GONG SLAB HOUSE HOUSE BRICK VENEER BRICK VENEER 1 d.. PROVIDE WEEP -HOLES - _ = - - e PROVIDE- WEEP -HOLES _ _ _ _ d- rrr rrr -err rrr—rrr A. b rrr rrr 7rr—rrrrrr _ _ _ _ a .°d ... �.' � - ,- � . e .. e ° °., e. .,SSSS .. _ — — e I—I I I_I I_I I I_I I I_I II I i-111—III—III—I I. a A a _ _ _ _7=77777=_77T) FINISH G -f = _ — — — — — — — — — F1NIsr-I>=BRAD Tf1—T�-11T T>�i �T: ED RADE III ,�T T(1-111-1 11 111-111-1 11-111 HT1 11T—T� „ III III III -_I i I—III—III .. �� — - — -- — -- — — _ 8 CONIC BLOCK �- _ _ ° . - _ = _ _ _ _ _ _ _ �cK i— _ - — —— -- — — _ I — I I —1 I I-1 I I-1 I IIII—III—IIIIII—III—III ° � a 8 coNc eLo _ I I III—I I_I I I_I I I-1 11-1 11—LIIIII—III d III III III —(, _ —1 I I—III—III =r. I, . ....FOUNDATION WALL = _ FOUNDATION WALL — = = _ — — I I— _II I-1 11-1 11-1 I I I I S I I S I I S I � ?uRN1=D EDGE I I I S I I S I �— I_I—I � I—I � I I � 1—, tUr�IED EDGE — I S I_ _ W/ CELLS FILLED _ W/ CELLS FILLED - — _--- II1= __---1=I—III—III—III — 111 ..111 II III SII II II — I! — — , �—� I r I I �—I I I_I I I_I I I—! I I—III—III -- — — — — — — — — SOLID PER ENG.. –1 11=1 111 ( I I I—III � �� �------- SOLID PER ENG s e a a a a------—=II—II — — — — — — — — — III -1 I I--1 I I—III-1 IIII—(III i—III-1 I ——„� III—I I I_I I I—I I I_I I I—III—III-111—LII—III—III-11 - DETAILS— ,l DETAILS '; e — — — — -- - — — — — — - a —— ---— _ I I— —1 I I --III i I I—III—I I,-1 I— I S I I S I I S I I I I I I III I I i—LII-1 I II 11-11 I_I I I—I 1111 I I I _ III I III I I I— _I I—(III L I I III III 11-1 I I—III I__ _—_--_—_ - - — — _ _ — VERTICAL Roo. I I 1-1 I I—I I—I' ____ I II I I_I I_I 1-1 I III—III-11 I I I a I-1 11 (III 1-1 I I I i VERTICAL RODS —1 I e III III III III I i _ d o — _ _ _ _ ( f e e ed . PER END'S DETAILS ° ^ < _ _ = 1= I .I I-111=... a ` —I I— t I. a _ I I_ I I—III— —I I-11 I_I a °. d i_I I I-1 I I-1 I _ III III III , I III—I I I_I I—i a d e III ., PER ENGIS DE IAL III III III , ( , I I I • < •'.. — — – — CONI FTS w/ RODS = a 111 1=1 I –L I 1=1 I 1=1 I CONI 1=tG w/ Rops III—i °-1111 ► III—I 1 I—III _ R D f I I a -- e e, .. a8 _ 1 ° - CONT PER END'S DETAILS. i CONT PER ENG'S DETAIL. I=11 I 11—L i_ —III—I a. ° i 1' 11 11 I- F-1II—ISI—I f = _ �- i — = — — — = 1- = = I 1=1 1= — — —III—III ---- i—I —1 —� = 11 1 -- =—=1- -- --1=1 I I— —-- '' I=1 11=1 I I—I I-I—III-1 11= I I' ' I=1 I I—III-1 I I—III—II—II-1 I' f 1= � � � I ENTRY SECTION W/ 1 X11 iif_ iii 111.. -111Ili-1fi �1� 9 y C:ANT1. h 3,�1. GOI�I�' 2 BATTY SE CT I Old � GA5LE 1 SC,4LE: " 1�_�If SCALE: 3/4i'-��� rp I1 U c ;U c 0 .t3�0 -13 w � � ._ +� U •QUrn p1 •-..- ff8a-'SE w 0-, r. Q °� V.� �...0m� ��cam 0o os�- a �.o � •Qv 0TD �" G 0Ad a ��;cov ;- 0 V O 3_ .0c`.1, OvOa� v. -ac 01.2 8 L_vcc �O pNUCCID 2.�_O , vU 1 C). p Y Ev `vada a 04 %0 -91 oo Q OO Y92 —be 1999 Wells Road Orange Park, FL 32073 U) W Lu z 0 W V J O Q V i H z W ,a 0 W 06 fY 904'.272.5339 Building Dept: Lul M U cy CV •N M.0 M W •� J Q UJI U_ W .. VJ _ O LU 0 e_. _0x w Q o II LU F_ M LL.00 m d- Q =U z 3 o U cn W _ W f- a Q Pian #: K1579 Job #: 17-1`002 HARDI-LAP SIDING EXTERIOR WALL -f HARD I -LAP PER TYPICAL HURRICANE ANCHOR SIDING (TYP) WALL SECTION AT EACH MEMBER 12 PER'ENG'S DETAILS 3 QALY EAYE DRIP 9'-1" M HT V-1" 112_HT 2x8 IN ROOF CEMENT 'TIM - - - - NAILER W/PEEL t STICK LAPPED OVER �- 45- U U U 2x& CORNER TRIM CTYP) � 5/4"43/4" FURRING FIXED SHUTTER 6x6 � O cR (TYPICAL) ------ DECORATIVE O 1x6 TtG DECKING _ BRAGKEt "All 411 F � ' HARDI-LAP (TYPICAL) x 4x10 BEAM SIDING (TYP) -T T>x aD —.- m U N 2X6 CORNER 2._0.. 2'_0" W TRIM (TYP) �n V-0" OVER -HANG P.T. WOOD IL GUARDRAIL �- 4 Q (TYPICAL) 12'-i" fE HT DECORATIVE ' FIN FLOOR 2xi0 TRIM - iL/ _ �� _ - - - - (TYPICAL) r I BRAGKEt A 6,11 *t p 10 -1 IE Ht e _ cil Y_ DECORATIVE -' BRACKEt ..8..Fm - - (TYPICAL) BRICK VENEER (TYPICAL) 8 BRICK VENEER 12 x12 COLUMN - �� �� I RA CKET A (TYPICAL) (TYPICAL) FIXED SHUTTER _ OVER—HANG t �, _ 12 x12 .COLUMNF I CP ?Y IC ) SCALE: 3/4" = 1'-O" AL FIN FLOOR FIN FLOOR a0 cA FIN GRADE FIN GRADE STEPS TO `GRADE AS `NEEDED GrtU�4RD/i•-1,4ND RAILING NOTES FRONTELEVATION, SCALE: 1/411 V-011 1. TOP OF GUARD-RAILS SHALL BE A MINIMUM OF 36" AFF 2. OPENINGS BETWEEN RAILING SPINDLES ARE TO BEA MAXIMUM OF 4 CA 4110 BALL SHALL NOT BE ABLE TO PASS) 3. TOP OF HAND RAILS 36 AFF a GALVALUi" IE METAL ROOF 12x12 COLUMNTYP (TYPICAL) TO 2x6 P.T. .PRA L 12 Ix4 P.T. EACH SIDE 2x2 P.T. SPINDLES _ 12 � 12 N ® 5" O.G. N 1x4 P.T. EACH SIDE N N gI_1" IE Ht V-1" IE HT HARD I -LAP SIDING (TYP) HA 2x6 CORNER I -LAP RD TRIM TYP)4tfO�SIDG (TYP)SECTIOM EL GALVALUME 12 2x6 CORNER -, METAL ROOF 3�� _ TRIM (TYP) 6� (TYPICAL) 12 12 1> F.T. WOOD GUARDRAIL _ � SCALE: 3/4n — 1 —On � 12'-1" 12 WTI¢ - FIN FLOOR -' - N. -- -- 101-11, a Ht I—JJ-1 yl [111 11 ' 12"x12" COLUMN BRICK VENEER _ (TYPICAL) (TYPICAL) _, 2x6 HEAD TRIM SOLDIER COURSE BRICK VENEER 2x4 SIDE TRIM (TYPICAL) 2x SILL W/ BRICK ROWLOCK 2x6 APRON 000 _r FIN FLOOR FF 71 FIN FLOOR ao r _ ao FIN GRADE FIN GRADE STEPS TO GRADE AS NEEDED���Df-�4=LOCATIONS �3�ICK SOCAtIOSS x REAR ELEVATION SCALE: 1/4 - 1 -0 TYPICAL WINDOW T Im y SCALE: 1/2 U U C C GALV FLASHING p o E_2 •U. TC.. ­ ao,'oi�, �0 0o0wci CL O O•- q -0 ,Q N a0 - Q Caw' O � W/ HOUSE -WRAP 010€•O p c y c 0 0 o :E -vEL go �.. �Nwd'o�0a `0 o .3 LAPPED OVER D - GALv COUNTER FLASHING GALVALUMI= U W - OVER PEEL 4 STICK METAL ROOF _ (LAP` PEEL a STICK - - - - - - — (TYPICAL) Q UP WALL) LOUVERED L�J` W VENT (TYP) 2x6 ROOF JOIST . 904.272.5339 Building Dept '� x s' PER END'S DETAILS 12 12 A YA UM _ METAL ROOF -1 12 PEEL t STICK 3 12 2x FRAMED ROOF SHEATHING EXTERIOR WALL -f HARD I -LAP PER TYPICAL HURRICANE ANCHOR SIDING (TYP) WALL SECTION AT EACH MEMBER 12 PER'ENG'S DETAILS 3 QALY EAYE DRIP 9'-1" M HT V-1" 112_HT 2x8 IN ROOF CEMENT 'TIM - - - - NAILER W/PEEL t STICK LAPPED OVER �- 45- U U U 2x& CORNER TRIM CTYP) � 5/4"43/4" FURRING FIXED SHUTTER 6x6 � O cR (TYPICAL) ------ DECORATIVE O 1x6 TtG DECKING _ BRAGKEt "All 411 F � ' HARDI-LAP (TYPICAL) x 4x10 BEAM SIDING (TYP) -T T>x aD —.- m U N 2X6 CORNER 2._0.. 2'_0" W TRIM (TYP) �n V-0" OVER -HANG P.T. WOOD IL GUARDRAIL �- 4 Q (TYPICAL) 12'-i" fE HT DECORATIVE ' FIN FLOOR 2xi0 TRIM - iL/ _ �� _ - - - - (TYPICAL) r I BRAGKEt A 6,11 *t p 10 -1 IE Ht e _ cil Y_ DECORATIVE -' BRACKEt ..8..Fm - - (TYPICAL) BRICK VENEER (TYPICAL) 8 BRICK VENEER 12 x12 COLUMN - �� �� I RA CKET A (TYPICAL) (TYPICAL) FIXED SHUTTER _ OVER—HANG t �, _ 12 x12 .COLUMNF I CP ?Y IC ) SCALE: 3/4" = 1'-O" AL FIN FLOOR FIN FLOOR a0 cA FIN GRADE FIN GRADE STEPS TO `GRADE AS `NEEDED GrtU�4RD/i•-1,4ND RAILING NOTES FRONTELEVATION, SCALE: 1/411 V-011 1. TOP OF GUARD-RAILS SHALL BE A MINIMUM OF 36" AFF 2. OPENINGS BETWEEN RAILING SPINDLES ARE TO BEA MAXIMUM OF 4 CA 4110 BALL SHALL NOT BE ABLE TO PASS) 3. TOP OF HAND RAILS 36 AFF a GALVALUi" IE METAL ROOF 12x12 COLUMNTYP (TYPICAL) TO 2x6 P.T. .PRA L 12 Ix4 P.T. EACH SIDE 2x2 P.T. SPINDLES _ 12 � 12 N ® 5" O.G. N 1x4 P.T. EACH SIDE N N gI_1" IE Ht V-1" IE HT HARD I -LAP SIDING (TYP) HA 2x6 CORNER I -LAP RD TRIM TYP)4tfO�SIDG (TYP)SECTIOM EL GALVALUME 12 2x6 CORNER -, METAL ROOF 3�� _ TRIM (TYP) 6� (TYPICAL) 12 12 1> F.T. WOOD GUARDRAIL _ � SCALE: 3/4n — 1 —On � 12'-1" 12 WTI¢ - FIN FLOOR -' - N. -- -- 101-11, a Ht I—JJ-1 yl [111 11 ' 12"x12" COLUMN BRICK VENEER _ (TYPICAL) (TYPICAL) _, 2x6 HEAD TRIM SOLDIER COURSE BRICK VENEER 2x4 SIDE TRIM (TYPICAL) 2x SILL W/ BRICK ROWLOCK 2x6 APRON 000 _r FIN FLOOR FF 71 FIN FLOOR ao r _ ao FIN GRADE FIN GRADE STEPS TO GRADE AS NEEDED���Df-�4=LOCATIONS �3�ICK SOCAtIOSS x REAR ELEVATION SCALE: 1/4 - 1 -0 TYPICAL WINDOW T Im y SCALE: 1/2 U U C C y vi >, 2 vi p o E_2 •U. TC.. ­ ao,'oi�, �0 0o0wci CL O O•- q -0 ,Q N a0 - Q Caw' O � U 010€•O p c y c 0 0 o :E -vEL go �.. �Nwd'o�0a `0 o .3 .0 E— 1! C02O Q0 m;=0 (00=OEc EONcoO.a.-Ooo o D U W z V Lv U J n V Q U) H ^ z L�J` W W � 904.272.5339 Building Dept '� x s' I. . co co 0 N a� ♦-�--r. a tW LL V� o O 06 W mLO U C)0 p J 3 a L.J N _ W �._. L o Q Plan #: K1579 Job #: 17-1002 NOTE: GALVALUME METAL ROOF ALTHOUGH EVERY EFFORT HAS BEEN TAKEN (TYPICAL) 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 12 CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFO OF THIS INFORMATION <` INFORMED N ORMATION AND ASSUMES THE RESPONSIBILITY t0 PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. --� 'i/12 t-----� L---- -- 2 -0 9 - IE HT 9 1 IE Ht 1/12 I •. DECORATIVEGALVALUME 3/12 BRACKET "All / 12 METAL ROOF _/ —► ; (TYPICAL), 3 (TYPICAL) L—jJ — � � HARD f -LAP i I SIDING (TYP) 1/12 1/12 �- -�-------------1 -- 2x6 CORNER s --J - TRIM (tYP) r,_ 2x10 TRIM 12 1 IE Ht I ( FIN FLOOR (TYPICAL) - - AltAU U U U - -- 10_1 IE HT 12'-1" IE HT 0 fp- BRICK BRICK VENEER (TYPICAL) 0 - 12"xI2" COLUMN (TYPICAL) FIN FLOOR e0 — - FIN GRADE 12 8'-1" IE Ht _ AT BALCONY �— DECORATIVE BRACKET ",4" ^� (TYPICAL) fA 4 Mil t It FIN FLOOR 10`-1" fE Ht DECORATIVE BRACKET "C" (TYPICAL) i 12"x12" COLUMN (TYPICAL) FIN FLOOR cA FIN GRADE ' FIN GRADE STEPS TO GRADE BRICK VENEER AS NEEDED (TYPICAL) LEFT ELEVATION GUARD/I AND RAILINLG NOTES SCALE: 1/4" _ ' V-011 PLANS ARE DRAWN BASED ON S I. TOP OF GUARD-RAILS HALL B A MINIMUM OF 36" AFF FINISHED FLOOR OF HOUSE BEING 20 ABOVE FINISHED GRADE. 2. OPENINGS BETWEEN RAILING SPINDLES ARE TO BEA ACTUAL HEIGHT ABOVE GRADE TO BE MAXIMUM OF 4" (A 44 BALL SHALL NOT BE ABLE TO PASS) DETERMINED ON SITE Y E B BUILDER 3. TOP OF HAND -RAILS 36" AFF PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. U C U C N >+v �� oE _ o ` vO fA N �_ �U .� o t'"i> C j � >, a ='V O E '= a-&->0,, :5 {,� • '3 - U m a 0 Q O yLrO-'-� O+O' U 50) °0Ld +' C_ O O C yrt=+ O+Ov+•o v C Ma 4. Ca : a- NNL G0 0 amo OO3 V. .Ole 0 L _kc�n 0- 01 U C o'`occ0 L- C Q� ooEwu �p0 1 m a`oo c 2 ,. 'O 2 � j0�•OON—a1 a Thy `o 's N C; Y �os'3Eo o oo..'2vv v p tool=3 °7n °'o OY��°Y 1 w fr U W z W >m Q z LU 0 W W cc Phone: 9041.272.5339 Building Dept: W M V Ii co 0 N 0 0 w >- co �Q) cr J a� W LL V) LU �0 W O W 04 0000 U) m 3 LOz Q 3 +; v � U) V Q W o -Plan # K157,9 Job # 17-1f002 FLASHING' ' SEALANT BEAD BETWEEN FLASHNG AND MOUNTING FLANGE. SECURE WRB DOOR FLASHING INSTALLATION WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE DOOR INSTALLATION. A7 HEAD �JIJI'y zz FLASHING AT HEAD EXTENDS I" BEYOND FLANGE AT HEAD JAMB FLASHNG. L OHEAD FLASHING' \ \ EMBED BOTTOM OF THE \ HEAD FLASHING AGAINST \ THE PREVIOUSLY APPLIED \ SEALANT (FLASHING GOES OVER PEEL 4 STICK OVER SEALANT). EXTEND / HEADFLASHNG BEYOND / I EACH JAMB FLASHING. / FASTEN N PLACE. / I APPLY 4" WIDE / SELF ADHERING M8'291RANE i A FLASHNG, OVERLAPPING J RA DOOR FRAME 1/4' ,i / / SEALANT-- DOOR FLASHING INSTALLATION WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE DOOR INSTALLATION. DETAIL. VALLE FLASHING, DETAI u1\T STACK FLASHING, SCALE: NOT TO SCALA SCALE: NOT TO SCALA GALVALUME METAL ROOF OVER PEEL 4 STICK INSTALL METAL ROOF OVER OFF -RIDGE VENT FLANGE AT HEAD GALVANIZED METAL OFF -RIDGE VENC WITH BAFFLE, SET IN PLASTIC ROOF CEMENT OR SEALANT " SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER METAL ROOF --- AT BASE SHEATHING OVER ROOF M. MEMBERS PER ENG'S DETAILS :r ' e zz FLASHMG AT HEAD EXTENDS I" MIN BEYOND FLANGE AT HEAD JAMB FLASHING: L O HEAP FL AawiNG APPLY 4' WIDE ( INSTALLED PER SELF ADHERNG'1'IEI'BRANE FLASHING, OVERLAFPNr DOOR FRAME 1/4" OVER PEEL 4 STICK EXTEND SELF ADHERING OPTIONAL - PROVIDE MEMBRANE FLASHNG 1• MIN ------- BEYOND JAMB PLASHING FLANGE - (PER ENG'S DETAILS) C JAMB FLASHING APPLY 4" WIDE SELF ADHERING M8'291RANE FOR FLASHNG, OVERLAPPING SIZE 4 LOCATIONS RA DOOR FRAME 1/4' 03 INSTALL DOOR 4 TWRESHOLD INSTALL DOOR PLUMB, LEVEL AND SQUARE PER O 00 MANUFACTURERS WRITTEN INSTRUCTIONS LryL�. ) SET THRESHOLD IN GALVALUME METAL ROOF BED OF SEALANT APPLY SEALANT AT CORNERS AND FRONT ,w EDGE OF THRESHOLD DETAIL. VALLE FLASHING, DETAI u1\T STACK FLASHING, SCALE: NOT TO SCALA SCALE: NOT TO SCALA GALVALUME METAL ROOF OVER PEEL 4 STICK INSTALL METAL ROOF OVER OFF -RIDGE VENT FLANGE AT HEAD GALVANIZED METAL OFF -RIDGE VENC WITH BAFFLE, SET IN PLASTIC ROOF CEMENT OR SEALANT " SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER METAL ROOF --- AT BASE SHEATHING OVER ROOF M. MEMBERS PER ENG'S DETAILS :r ' e zz INSTALL METAL ROOF OVER FLANGE AT HEAD LE BOOT L GALVALUME METAL ROOF ( INSTALLED PER FLASHING W/ INTEGRALFLANGE MANUFACTURER'S SPECS) M OVER PEEL 4 STICK OPTIONAL - PROVIDE LEAD ,VENT OVER PLYWOOD SHEATHING ------- BOOT WITH INTEGRAL FLANGE - (PER ENG'S DETAILS) OVER ROOF MEMBERS VENT STACK - SEE IBUILDER FOR Uj SIZE 4 LOCATIONS METAL ROOF AT 5ABE DETAIL. VALLE FLASHING, DETAI u1\T STACK FLASHING, SCALE: NOT TO SCALA SCALE: NOT TO SCALA GALVALUME METAL ROOF OVER PEEL 4 STICK INSTALL METAL ROOF OVER OFF -RIDGE VENT FLANGE AT HEAD GALVANIZED METAL OFF -RIDGE VENC WITH BAFFLE, SET IN PLASTIC ROOF CEMENT OR SEALANT " SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER METAL ROOF --- AT BASE SHEATHING OVER ROOF M. MEMBERS PER ENG'S DETAILS :r ' e zz -� PRE -FORMED PLEXI LE BOOT L 0 {4 FLASHING W/ INTEGRALFLANGE M �� SET IN PLASTIC ROOF CEMENT ------- INSTALL FLANGE OVER r O Uj U) U METAL ROOF AT 5ABE O 00 UJI U) LryL�. ) LO GALVALUME METAL ROOF ,w (INSTALLED PER +� N LU Q 3 v MANUFACTURER'S SPECS) to = LU ~ OVER PEEL 4 STICK QL Plan #: - OVER PLYWOOD SHEATHING 17-1002 (PER ENG'S DETAILS) OVER ROOF MEMBERS 24" WIDE METAL VALLEY FLASHING' OVER PEEL 4 STICK DETAIL. VALLE FLASHING, DETAI u1\T STACK FLASHING, SCALE: NOT TO SCALA SCALE: NOT TO SCALA GALVALUME METAL ROOF OVER PEEL 4 STICK INSTALL METAL ROOF OVER OFF -RIDGE VENT FLANGE AT HEAD GALVANIZED METAL OFF -RIDGE VENC WITH BAFFLE, SET IN PLASTIC ROOF CEMENT OR SEALANT " SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER METAL ROOF --- AT BASE SHEATHING OVER ROOF M. MEMBERS PER ENG'S DETAILS :r ' DETAIL: I CVENT SCALE: NOT TO SCALE — WALL SHEATHING PER END'S DETAILS APPLIED WOOD FINISH (SEE ELEVATIONS) OVER APPROVED\ WA L FINISH ASSEMBLY WEATHER BARRIER LA WEATHER BARRIERS --- EXTEND PEEL 4 STICK :+ O NAILING FLANGE Z :.:: UP WALL 7" (MINIMUM) 5x GALV FLASHING i LAP WEATHER BARRIER ... KI -out FLASHING OYER FLASHING AND SECURE (S DETAIL) WITH STARTER STRIP l� I GALV COUNTER -FLASHING OVER f 110' EXTENDED PEEL 4 STICK GALVALUME i METAL ROOFING PER MANUFACTURER'S SPECIFICATIONS ` EXTEND KICK-OUt GALVALUME METAL ROOF j FLASHING 2" OVER PEEL 4 STICKBEYOND FASCIA .' ...... — WATER OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) :> TIGHT : .. _.: .:__. OVER ROOF MEM5ERS SEAL ALV FLASHING PLYW D SHEATHING NOTE: OVER FEEL 4 STICK PERE 'S DETAILS INSTALL KICK -OUT FLASHING AT #; BOTTOM OF ROOF 4 WALL ' OF CEMENT j INTERSECTIONS \ PEELF4 '.41TICK UNDE , YMENt GALV $AVE DRIP P.T. FU .w INC (OPT - E WALL SECTION) DEFAscl, TAI WALL FLASHING A 3 DETAIL- WALL/Kil -OUT FLASHING IFLIED WOOD FINISH SCALE: NOT TO SCALE SC,4 � _ NOT T O SCy4LE V U c ;c V1 cn` N �-Ay ^ ANA,, W L= ' W j v E 1:9 c rn M oN=-So$ M .+=06c Q —0— nO C Q =0 O C a) L O -,tai v C"c 3 L c O= CL �� Elm; 02 O�U`3 a v°Co 0 0:2S.Ec E cVy uo'i oQ€ Y o ,.�� _ ° Y ;E r� 1 U) w W W Z a _W 0"% J Phone: 904.272.5339 Building Dept: e zz -� Z M N L 0 {4 o M �� DETAIL: I CVENT SCALE: NOT TO SCALE — WALL SHEATHING PER END'S DETAILS APPLIED WOOD FINISH (SEE ELEVATIONS) OVER APPROVED\ WA L FINISH ASSEMBLY WEATHER BARRIER LA WEATHER BARRIERS --- EXTEND PEEL 4 STICK :+ O NAILING FLANGE Z :.:: UP WALL 7" (MINIMUM) 5x GALV FLASHING i LAP WEATHER BARRIER ... KI -out FLASHING OYER FLASHING AND SECURE (S DETAIL) WITH STARTER STRIP l� I GALV COUNTER -FLASHING OVER f 110' EXTENDED PEEL 4 STICK GALVALUME i METAL ROOFING PER MANUFACTURER'S SPECIFICATIONS ` EXTEND KICK-OUt GALVALUME METAL ROOF j FLASHING 2" OVER PEEL 4 STICKBEYOND FASCIA .' ...... — WATER OVER PLYWOOD SHEATHING (PER ENG'S DETAILS) :> TIGHT : .. _.: .:__. OVER ROOF MEM5ERS SEAL ALV FLASHING PLYW D SHEATHING NOTE: OVER FEEL 4 STICK PERE 'S DETAILS INSTALL KICK -OUT FLASHING AT #; BOTTOM OF ROOF 4 WALL ' OF CEMENT j INTERSECTIONS \ PEELF4 '.41TICK UNDE , YMENt GALV $AVE DRIP P.T. FU .w INC (OPT - E WALL SECTION) DEFAscl, TAI WALL FLASHING A 3 DETAIL- WALL/Kil -OUT FLASHING IFLIED WOOD FINISH SCALE: NOT TO SCALE SC,4 � _ NOT T O SCy4LE V U c ;c V1 cn` N �-Ay ^ ANA,, W L= ' W j v E 1:9 c rn M oN=-So$ M .+=06c Q —0— nO C Q =0 O C a) L O -,tai v C"c 3 L c O= CL �� Elm; 02 O�U`3 a v°Co 0 0:2S.Ec E cVy uo'i oQ€ Y o ,.�� _ ° Y ;E r� 1 U) w W W Z a _W 0"% J Phone: 904.272.5339 Building Dept: u 0 e M N 0 {4 o M �� a► W ILL W w - r O Uj U) U n O 00 UJI U) LryL�. ) LO a d +� N LU Q 3 v to = LU ~ QL Plan #: K1579 17-1002 u 0 ELECTRIC TANKLESS METER (VERIFY GAS WATER LOCATION HEATER WP ON SITE) •1 "2 FRONT GFCI FLOOD 8 DISE DISC REAR i r ---------- --`— I FLOOD I I I r — — — — — — L-- ------— J -- �------------`-- ----- __ -- T, 1 I I 1 1 I(T b — — — — — — — -- I ' 1 WP COVERED 1 I I I ------- TT--------TT---------i GFCI WALKFATIO - i 1Ni 1 I --I---------------- -I__L_ GEIL I (12'-1" M HT) (1ta =1" c I I ) \ E L I ,,,--' L I GATHERING 11 I I I 1 ROOM I I- L I I I r I L / (STEP CEIL) / -- �-_L--- --- '1 ► 1 L' -- -- ---- --I _ I FCI -----TT � I L I 1 77— `\ \ \ i _I___---- --- OWNERS I \ _ - ► I ,- r'C t I ,_- FLOOR PLUG � I I r 5ATl-I-1 I --' (VERIFY LOCATIO I , , W/ BUILDER) CEIL)t INA / I / 12'-6 `I� TO REAR VISL'_ FLOODS 1 I I / --------L-L------- J__L--- —�— �I — — — — — — / I GFCI \\ I — TT --T -- — \�y— — — — — — — -- S1� IT H FOR - D16P�SAL---------- 1\ _ I ILI/ I 1 I' I, L I 1N IC I 0 IGFCI L31 '' SUITS 3 - I REAR ------------- I � I I I / IGFc FLOOD r 10�=1�� , D IN INCA I I I I r o,, r (VOLUME GEIL) I I I I I CEL I I , (step cE1L) I I I �T-� , , 1 I-'- / I 1 L_ , } I I I :1 i \ — — — — _ — - — — / r i 0 GRAS RANGE W/ ------ }-- --- L I / I -------------- -- O VENTED HOOD --------- —� �i , T T ------ -----� t \ I / It II Lr. 1 , I L-- \ IGFc I \ I I ` co VERIFY BUILT-IN I \ I 1 � �. CEIL ELECTRICAL REQUIREMENTS �- — �- - — — — — — — — — �- - _�' �.' / I i W/ BUILDER rGFC �- - —,-T — �`. \ F7L-:,❑® SUITE '�-------- -- 0 3 FISL (STEP GEIL) ,LI F ----- SD I I _I TO SWITCH AT ' — — — - I_ — — — — ® DETACHED (9-1 - ------ L----- -- I 1 GARAGE 11L ,-_ / L___--1 lip / -- — _ L_ _ — CEIL) ,- r, P.C. + �. / D I I ,_ (9 i / i CE L) WP n / CEi ) GFCI / I I I 1 ��' tm -1 CO L L - I � -- _ / \ �� GEIL (10 I GEIL) 1 \ T ZSDI_ I-----, - �,�, I --------+— ` I - ----' 0 I _ — — — ► sD ► , i WA K r -t r _ J L.O�TFco 1 —� .- � ❑ JUNCTION BOX FOR 1 I _F01' t I , , I� I I D W REAR LANDSCAPE IN *2 I II I (9 I GEIL) I I 1' i C:lq L;..._ _ _ _ (2 -STORY) I I , i 1 LIGHTING (VERIFY 1 +, I II ++ I o _JL LOCATION ON SITE) II 1 TO SWITCH / SD 1 ON 1I t \ BELOW , wP 1 GFCI 1 I I FRONT I I to LIGHTS \ \ / I FLOOD t SWITCH , ABOVE I TO FRONT .::FLOODS , WP I II OFFICE/ ' GFCI, , , 1 I I NT �I' L # ♦ SUITE T� 4 SU I TE II (VOLUME CEIL) _ \ (10'-I" GEIL) t0 FRONT I I -- ___ LANDSCAPE ------- VAULT II VAULT I --ter I I I , WP GFCI -- -------------- 11 I i J JUNCTION BOX FOR — — FRONT LANDSCAPE „,. � LIGHTING (VERIFY LOCATION SITE) _ ON L� FRONT ---- t0 CARRIAGE LIGHTS At DETACHED GARAGE : FLOOD SECOND FLOOR Ni�SFLOOR T EPLAN SCALE: 1/4" = 1'-0" SCALE: 1/4'" _ V-011 � LE ELECTRICAL L (2) HVAC UNITS IN ATTIC TRUSSES (W/ DECKING) PRE W I RE CEILING MOUNTED E) FLOOR PLUG OVER SECOND FLOOR 4 BRACE LIGHT FIXTURE ® 220V OUTLET CEILING FAN I CEILING MOUNTED ' (PROVIDE 'DISCONNECT W/ LIGHT HT � PENDANT FIXTURE C 110V OUTLET, SWITCHES WALL MOUNTED WP WEATHER PROTECTED NOTES: PRE W I RE -�- 4 BRACE LIGHT FIXTURE GFCI 110V OUTLET CEILING FAN 1 - 'ALL ELECTRICAL WIRING TO SE IN ACCORDANCE 4 DOU5LE 110V OUTLET W/ GROUND WITH NEPA 10 - 2011 NATIONAL ELECTRIC CODE (NO LIGHT)& FLOOD LIGHTS GFCI FAULT CIRCUIT `INTERRUPT FLUOR LIGHT 2 - `PROVIDE ARC -FAULT CIRCUIT INTERRUPTER (AFC1) GARAGE DOOR OPENER ® SMOKE DETECTOR PROTECTION THROUGHOUT, WITH SD R I•-1 ,4 LISTED -� CEILING EXHAUST $ SWITCHES AFC1 AS QUI 210- 4 REQUIRED PER 12 (�4) , (1.3) (C) FAN/LIGHT FIXTURE DISC AND F5C R3S02.12 Q CEILING EXHAUST FAN r DISCONNECT SWITCH $3 3 -WAY SWITCH RECESSED CAR50N MONOXIDE 3 1005',,OF ALL PERMANENT FIXTURES TO USE LIGHT FIXTURE co DETECTOR e ALARM HIGH -EFFICACY LAMPS PER F8C - ENERGY CONSERVATION 8404 v c _ 6 c N +; o E 3.. p •� c s 'yt c �T ° � �o� Q Do 0, .�Z0 n°�-o Qd:0Q�0� — o `d °�a-1.�tg or- -5 0 aE'>;, c V. �00 go30m0`ti0 .pOco,�N .No UcLCOaO CGNl vE E!EaOvnor '�r2.Q 0 Y- N v qac y Ot'O E 0O V Va. ao..cvov OY�w,,Y 1999 Wells Road Orange Park, FL i 32073 W� w s Z w V 0 U) Z LU Q 0 LU 06 it Phone: 904.272.5339 Building Dept: LU M V Cc: `\j Z Q N 0 W>_ M •�, it J W U_ w W X: Of o W_ o � W 00 00 m� = V Z a o v Plan #: K1579 Job # 17-1002 SWITCHED AT GATHERING ROOF OF HOUSE ���\ REAR FLOOD WP TO LIGHT OVER GFCI SIDE DOOR z. OF HOUSE ELECTRICAL LEC�EN D CEILING MOUNTED �FLOOR PLUG BRACE LIGHT FIXTURE �-- ® 220V OUTLET P CEILING I=AN CEILING MOUNT W/ LIGHTPENDANT FIXTURE C= 110V OUTLET M WP WEATHER PROTECTED r — — — L , PRE W f RE WALL MOUNTED .� I P.C. IN 1 8 BRACE LIGHT 1=IXTURE GFCI 110V OUTLEt .\ .\ Attic 'T� CEILING FAN L ----J' DOUBLE 110V OUTLET W/ GROUND - (NO LIGHT) FLOOD LIGHTS GFCI FAULT CIRCUIT INTERRUPT FLUOR LIGHT �- R L [GFCIGARAGE DOOR OPENER; -� SMOKE DETECTOR v ==4 ,.: sD ` CE I L ING EXHAUST $ SWITCHES � FAN/LIGHT FIXTURE DISC \ CEILING EXHAUST PAN E5 DISCONNECT SWITCH $3 3 -WAY SWITCH RECESSED CAR50N' MONOXIDE LIGHTFIXTURECo DETECTOR 4 ALARM DETAC�f D GARAGE (8'-1" M HT) -LEC T(CAL NOTES WP GFCI GFCI - ACCORDANCE 1 ALL ELECTRICAL WIRING t0 5E IN RD E WITH NEPA '10 - 2011 NATIONAL ELECTRIC R CODE i' �� FRONT SWITCH O 2 - PROVIDE ARC FAULT CIRCUIT INTERRUPTER A CLQ SWITCHED ,FLOOD AT FOYER AT FOY IST �.- .,, ,, PROTECTION THROUGHOUT, WITH ,4 LISTED OF HOUSE _ ,,, OF HOUR AFCI, AS REQUIRED PER 210-12 (A), (5) 4 (C AND F5C 83902.12 DETACHED CA Ei RAG 10066 OF ALL PERMANENT FIXTURES TO USE HIGH -EFFICACY LAMPS PER ELECTRICALr N F5C - ENERGY CONSERVATION ER R404 SCALE: 1/4" V-011 V-0" TO V-0" TO STRUCTURE STRUCTURE OF HOUSE 20'-0" OF HOUSE 20'-0° 10'-0" 10'-0" i 4" CONC SLAB (2) 3014 FXD W/ TURNED EDGE (HEADS g -.------------------------ _ 6'-8" AFF) t PLANS ARE DRAWN IN TACH GA ACS TACE G-� ACCORDANCE WITH N FLORIDA F 00PLAN SLA5 FL N �.SUILDINC�z CODE t, 5th EDITION (2014), NOTE: _ _ SCALE: 1/4„ - 1 -0 SCALE: 1/4 V-011 RESIDENTIAL HAS BEEN TAKEN ALTHOUGH EVERY EFFORT TO PREPARE THESE DRAWINGS TO COMPLY BUILDING CODES WITH LOCAL BUILD , CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS ENGINMERING SERVICES, AND SEE ATTACHED 1-�f OR CHANGES TO THESE DRAWINGS TO MEET I -WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT CODE COMPLIANCE, POSSESSION OFTHESE 5E 2x-0STUD FRAMED WALLS (UNLESS NOTED OTHERWISE) PLANS ACKNOWLEDIES THAT THE PURCHASER ACTUAL SIZE, SPACING AND GRADE OF LUMBER N INFORMED OF THIS INFORMATION HAS BEEN 4 t0 BE USED SHALL BE DETERMINED BY BUILDER AN ASSUMES 'nHE RESPONSIBILITY TO DETAILS �Ofi` �TC� D PRIOR TO CONSTRUCTION AND SHALL CONFORM , ITIONAL REQUIREMENTS g PROVIDE ALL AGED SIZES AN LOCATIONS ONS TO ALL LOCAL BUILDING CODES OF LOCAL BUILDING OFFICIALS TO :MEET s z� �. COMPLIANCE. 2 - ATTIC ACCESS TO BE 22"x30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR F MING QUI M ENTS) RA RE RE } U U c c V 0 o vco,- c 0_ �r- a T�oUo 0 0 000 0 ion ,3 C"o�aq p na—o -: � p 3EcCj CL Q -� E.2° 0�2 v Q ,�=$�0 0 oM4)'00W 0. c' a 82 3 Y cc°� av 5 90, OOYFE Y 00 vJ w cc W w z 1 0 LU >01= -V J O„ r Q z LJ 0 w 06 cc 1 � i Building Dept: w� W � U CV 'vi 0 N cW M .W r .� 0 0 —^ W U_V) W 'o W V) U r o � o2S Q LLJ F- CO 00 V) LL Q m 3:V HH (� Z z c o W 3 U) _ WI o a_ Plan #: K1579 Job #: 17-1002 L — J L - J F------- ---------------- _ 0 �41 _ 0 ALIGN W/ CENTER , I I ( � ------- ----------------------- � I ( cn OF SIDE DOOR J I ;p I I i 8" CONC BLOCK AT HOUSE 1 p; 1 1 i ul FouNDATION WALL ALIGNW/ CENTER m ON CONC FTG W/ i s J 1 i I Z O RODS CONT PER i I ENG'S DETAILS 3068 EXT n, (TYPICAL) FRONT COIR AT HOUSE STOOP AT FRONT CORNER }� SIDE DOOR OF HOUSE STRUCTURE _ 1 10 OF HOUSE 1 102 ufa4' OF HOUSE STRUCTURE 1' -10 �� 16 �� �_ �� i 10 2 (SEE SITE PLAN) 0 16 -3 (SEE SITE PLAN) -3 PULL DOWN i ATTIC STAIRS 411 G C SLAB W/ 1 I - 12 C14 6x6 10/10 W.W.M. I I, _ ON MIL VISQUENE I I cA I 20'-0" I o► OVE CLEAN, WELL I COMPACTED, TERMITE ( 1 i TRE TED FILL PROVIDE STEP i i I 0 I DEEPEN 1 EDGE I L 1 _ 0 W/ CONT ROD i N EXCEED 11/2") 1 Li PER ENG'S DETAILS i_j F-' _! 1 t PLANS ARE DRAWN IN TACH GA ACS TACE G-� ACCORDANCE WITH N FLORIDA F 00PLAN SLA5 FL N �.SUILDINC�z CODE t, 5th EDITION (2014), NOTE: _ _ SCALE: 1/4„ - 1 -0 SCALE: 1/4 V-011 RESIDENTIAL HAS BEEN TAKEN ALTHOUGH EVERY EFFORT TO PREPARE THESE DRAWINGS TO COMPLY BUILDING CODES WITH LOCAL BUILD , CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS ENGINMERING SERVICES, AND SEE ATTACHED 1-�f OR CHANGES TO THESE DRAWINGS TO MEET I -WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT CODE COMPLIANCE, POSSESSION OFTHESE 5E 2x-0STUD FRAMED WALLS (UNLESS NOTED OTHERWISE) PLANS ACKNOWLEDIES THAT THE PURCHASER ACTUAL SIZE, SPACING AND GRADE OF LUMBER N INFORMED OF THIS INFORMATION HAS BEEN 4 t0 BE USED SHALL BE DETERMINED BY BUILDER AN ASSUMES 'nHE RESPONSIBILITY TO DETAILS �Ofi` �TC� D PRIOR TO CONSTRUCTION AND SHALL CONFORM , ITIONAL REQUIREMENTS g PROVIDE ALL AGED SIZES AN LOCATIONS ONS TO ALL LOCAL BUILDING CODES OF LOCAL BUILDING OFFICIALS TO :MEET s z� �. COMPLIANCE. 2 - ATTIC ACCESS TO BE 22"x30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR F MING QUI M ENTS) RA RE RE } U U c c V 0 o vco,- c 0_ �r- a T�oUo 0 0 000 0 ion ,3 C"o�aq p na—o -: � p 3EcCj CL Q -� E.2° 0�2 v Q ,�=$�0 0 oM4)'00W 0. c' a 82 3 Y cc°� av 5 90, OOYFE Y 00 vJ w cc W w z 1 0 LU >01= -V J O„ r Q z LJ 0 w 06 cc 1 � i Building Dept: w� W � U CV 'vi 0 N cW M .W r .� 0 0 —^ W U_V) W 'o W V) U r o � o2S Q LLJ F- CO 00 V) LL Q m 3:V HH (� Z z c o W 3 U) _ WI o a_ Plan #: K1579 Job #: 17-1002 L — J L - J 16'xl' OVER -HEAD GARAGE DOOR _ 0 _ 0 (VERIFY VER STYLE W/ BUILDER) cn 4!r ALIGNW/ CENTER m _ _ OF SIDE DOOR - 3068 EXT FRONT COIR AT HOUSE FRONT CORNER }� OF HOUSE STRUCTURE _ 1 10 1 102 ufa4' OF HOUSE STRUCTURE 1' -10 �� 16 �� �_ �� i 10 2 (SEE SITE PLAN) 0 16 -3 (SEE SITE PLAN) -3 PULL DOWN i ATTIC STAIRS V-0" TO STOOP AT I--=---1 STRUCTURE OF HOUSE 20'-0" SIDE DOOR 20'-0" OF HOUSE PROVIDE STEP 0 AS NEEDED (RISERS NOT TO L 1 _ 0 N EXCEED 11/2") DETACHED 12 _! ' GA (8'-1" M HT) BRICK VENEER } WAINSCOTING u- U.4 AROUND ENTIRE DETACHED GARAGEcQ 0 = (SEE ELEVATIONS) 2x6 WALL 2x6 WALL +� t PLANS ARE DRAWN IN TACH GA ACS TACE G-� ACCORDANCE WITH N FLORIDA F 00PLAN SLA5 FL N �.SUILDINC�z CODE t, 5th EDITION (2014), NOTE: _ _ SCALE: 1/4„ - 1 -0 SCALE: 1/4 V-011 RESIDENTIAL HAS BEEN TAKEN ALTHOUGH EVERY EFFORT TO PREPARE THESE DRAWINGS TO COMPLY BUILDING CODES WITH LOCAL BUILD , CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS ENGINMERING SERVICES, AND SEE ATTACHED 1-�f OR CHANGES TO THESE DRAWINGS TO MEET I -WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT CODE COMPLIANCE, POSSESSION OFTHESE 5E 2x-0STUD FRAMED WALLS (UNLESS NOTED OTHERWISE) PLANS ACKNOWLEDIES THAT THE PURCHASER ACTUAL SIZE, SPACING AND GRADE OF LUMBER N INFORMED OF THIS INFORMATION HAS BEEN 4 t0 BE USED SHALL BE DETERMINED BY BUILDER AN ASSUMES 'nHE RESPONSIBILITY TO DETAILS �Ofi` �TC� D PRIOR TO CONSTRUCTION AND SHALL CONFORM , ITIONAL REQUIREMENTS g PROVIDE ALL AGED SIZES AN LOCATIONS ONS TO ALL LOCAL BUILDING CODES OF LOCAL BUILDING OFFICIALS TO :MEET s z� �. COMPLIANCE. 2 - ATTIC ACCESS TO BE 22"x30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR F MING QUI M ENTS) RA RE RE } U U c c V 0 o vco,- c 0_ �r- a T�oUo 0 0 000 0 ion ,3 C"o�aq p na—o -: � p 3EcCj CL Q -� E.2° 0�2 v Q ,�=$�0 0 oM4)'00W 0. c' a 82 3 Y cc°� av 5 90, OOYFE Y 00 vJ w cc W w z 1 0 LU >01= -V J O„ r Q z LJ 0 w 06 cc 1 � i Building Dept: w� W � U CV 'vi 0 N cW M .W r .� 0 0 —^ W U_V) W 'o W V) U r o � o2S Q LLJ F- CO 00 V) LL Q m 3:V HH (� Z z c o W 3 U) _ WI o a_ Plan #: K1579 Job #: 17-1002 L — J L - J 16'xl' OVER -HEAD GARAGE DOOR _ 0 _ 0 (VERIFY VER STYLE W/ BUILDER) m m FRONT COIR FRONT CORNER OF HOUSE STRUCTURE _ 1 10 1 102 OF HOUSE STRUCTURE 1' -10 �� 16 �� �_ �� i 10 2 (SEE SITE PLAN) 16 -3 (SEE SITE PLAN) -3 V-0" TO V-0" TO STRUCTURE OF HOUSE 20'-0" STRUCTURE OF HOUSE 20'-0" t PLANS ARE DRAWN IN TACH GA ACS TACE G-� ACCORDANCE WITH N FLORIDA F 00PLAN SLA5 FL N �.SUILDINC�z CODE t, 5th EDITION (2014), NOTE: _ _ SCALE: 1/4„ - 1 -0 SCALE: 1/4 V-011 RESIDENTIAL HAS BEEN TAKEN ALTHOUGH EVERY EFFORT TO PREPARE THESE DRAWINGS TO COMPLY BUILDING CODES WITH LOCAL BUILD , CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS ENGINMERING SERVICES, AND SEE ATTACHED 1-�f OR CHANGES TO THESE DRAWINGS TO MEET I -WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT CODE COMPLIANCE, POSSESSION OFTHESE 5E 2x-0STUD FRAMED WALLS (UNLESS NOTED OTHERWISE) PLANS ACKNOWLEDIES THAT THE PURCHASER ACTUAL SIZE, SPACING AND GRADE OF LUMBER N INFORMED OF THIS INFORMATION HAS BEEN 4 t0 BE USED SHALL BE DETERMINED BY BUILDER AN ASSUMES 'nHE RESPONSIBILITY TO DETAILS �Ofi` �TC� D PRIOR TO CONSTRUCTION AND SHALL CONFORM , ITIONAL REQUIREMENTS g PROVIDE ALL AGED SIZES AN LOCATIONS ONS TO ALL LOCAL BUILDING CODES OF LOCAL BUILDING OFFICIALS TO :MEET s z� �. COMPLIANCE. 2 - ATTIC ACCESS TO BE 22"x30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR F MING QUI M ENTS) RA RE RE } U U c c V 0 o vco,- c 0_ �r- a T�oUo 0 0 000 0 ion ,3 C"o�aq p na—o -: � p 3EcCj CL Q -� E.2° 0�2 v Q ,�=$�0 0 oM4)'00W 0. c' a 82 3 Y cc°� av 5 90, OOYFE Y 00 vJ w cc W w z 1 0 LU >01= -V J O„ r Q z LJ 0 w 06 cc 1 � i Building Dept: w� W � U CV 'vi 0 N cW M .W r .� 0 0 —^ W U_V) W 'o W V) U r o � o2S Q LLJ F- CO 00 V) LL Q m 3:V HH (� Z z c o W 3 U) _ WI o a_ Plan #: K1579 Job #: 17-1002 µ 12 12 12 12 LOUVERED GALVALUME GALVALUME VENC (TYP) METAL ROOF METAL ROOF � (TYPICAL) (TYPICAL) +- `" I 12 12 ROOF LINE i11 0 W 8'-1" M HT 8'-1" tE Ht (TYPICAL) I I z - - - - - - _ __ HARDI-LAP l�3 LINE OF 1/12 1/12 f W HARDI LAP 2x8 TRIM �-- —► I _ U1 SIDING (TYP) SIDING (TYP) AT HEAD or - STRUCTURE LU 3 w (TYPICAL) Z GARAGE DOOR J ,,. l'j a l'1 2x6 CORNER 2x6 CORNER --� Z TRIM (TYP) TRIM (TYP) d ' U � _ /12 (ILS 2x8 TRIM 3/I 2x8 TRIM �w0 D- (TYPICAL) (TYPICAL) TOM } O _ o� BRICK 5RICK 0 UL _ _ oP — -`' ROWLOCK ROWLOCK -' (TYPICAL) n (TYPICAL) -------ePr'---- INFLOORFIN FLOOR FIN GRADE FIN GRADE BRICK VENEER BRICK VENEER (TYPICAL) (TYPICAL) HGARAGEDEi',�C �1� DETACHED' GARAGE ROOF PLAN, REAR ]ELEVATION, FRONT EVATION, SCALE: 1/8 = 1 -0 .SOLE. 1/4 - .1 0 SC,4LE. 1/4 — 1 0 .;, 3'-4" GALVALUME METAL ROOF NG ROOF TRUSSES (TYPICAL) E R PER MANUFACTURER GALVALUME FACE OF METAL` ROOF GABLE (TYPICAL) PEEL 4 STICK I I ROOF SHEATHING 12 12 Q 3 12 2'-0" OVER -HANG 8'-1" E HT Q 1 HURRICANE ANCHOR - - - - AT EACH MEMBER : PER END'S DETAILS . HARDI -LAP OPTIONAL :::�?::. . NG OFT SSS SIDING (TYP) E ROOF TRUSSES SPRAY FOAM - "..... PRA ::..:: PER MANUFACTURER 12 INSULATION `� ;: :..... 2x6 CORNER GALVALUME L - _ `. = TRIM (TYP) 12 HEEL IN TRUSS }:.. " GALV EAVE DRIP METAL ROOF ,_� (TRUSS` MANUFACTURER j.: �; IN ROOF CEMENT '� 4 2x8 TRIM 4 STICK t0 VERIFY) n _ W/ PEEL STICK 4 ^.: PEEL :.." ....... (TYPICAL) a LAPPED OVER ROOF SHEATHING 6� _✓/4x23i¢ FURRING - BRICK 2 0 OVER HANG 1/2 G.W.B. FIN FLOOR ROWLOCK 12 1x6 T4G DECKING _ _ - _ _ (TYPICAL) - AT CEILING -1 HURRICANE ANCHOR TO 2x8 RAFTER TAIL FIN GRADE AT EACH MEM5ER (2) 2x PIE SCABBED t0 BRICK VENEER .... PER ENG S DETAILS EACH TRUSS (TYPICAL) A OPTION L _ FOAM -, 2x OCKING/ SPRAY .... _ 12 ETACH �.. .........�,....... 5IRD-STOP r -D GARAGE INSULATION .....::.�:.�::�B RD P D 3 2x6'RfEZE t 12 HEEL IN TRUSS :. GALV EAVE DRIP R I C 1 EVATION -. (TRUSS MANUFACTURER _ �•:::... .;::�•:' IN ROOF CEMENT TO VERIFY) iv W/ PEEL 4 STICK - �� _ - u LAPPED OVER SCALE: 1/44 1 0 1:..... r OPTIONAL 5/4"x23/4"FURRING " 45 I/2 C�.W$. At WALLS 2x8 TRIM 1/2 G.W.B. _ 1x6 TTG' DECKING _ AT CEILING 2x STUDS (SIZE 4 SPACING �t GALV FLASHING W/ PER BUILDING CODE) (2) 2x TOP IE 2x8 RAFTER TAIL _ HOUSE- WRAP LAPPED SCA55ED TO -' OVER (PROVIDE WEEP - to OPTIONAL 3'-4" 15 �i 31-411 EACH TRUSS. HOLES OVER FLASHING) R-13 INSULATION — GA VA UNI. 2x 'BLOCKING /FIRE BLOCK BRICK ROWLOCK L L CONT RIGID METAL ROF (NO VENTILATION HOLES) R Cx D (SLOPE FOR RUN-OFF) VE LCONNECTOR PER (TYPICAL) ; ENG'S DETAILS 2x FRIEZE (ANGLE CUT TOP BRICK VENEER TO BUTT' W/ FIRE -BLOCK) WAINSCOTTING FACE OF 2x P.T. SOLE B I (PROVIDE WALL TIES - GA E 0 " BL 32 O.C. HORIZONTAL. , OPTIONAL„ (TYPICAL) # 16 O.C. VERTICAL)' ”. BASE TRIM PER I BUILDER AIR -SPACE PROVIDE FIRE CAULK -I Z w 12 12 4" GONG SLAB W/ �►T �4N1' Crt,4PS BETWEEN — House -WRAP _ oN 6x6 10/10 W.W.M. U FRIEZE AND BIRD STOP/ ON 6 MI V16Qu N z v L E E cn WALL SHEATHING o FIRE BLOCK AT OVE OVER CLEAN, WELL ? 8'-i" fE HT IF COMPACTED, TERMITE L 3 _ PROVIDE WEEP -HOLES i-i,�1C�S WITHIN �✓' OF TREATED FILL 1, PR DE m PROPERTY LINE -' � HARDI-LAP cv �- FINISHED GRADE SIDING (TYP) _ _ _ _ _ 2x6 CORNER 4 (K cr1 a = Z -1 — — RIM (TYP) _ I_ III III III ° — — — a a 8 CON( BLOCK I — — I � — — — ' ` � II II �,II FOUNDATION WALL = —1 - - _ _ 2x8 TRIM III III - III—III—LII1 � 1— (TY ICA ) RFM 5LOCKING W/ CELLS FILLED 1=11' =111 11=111=111=111= P L SOLID PER ENG'S - -, � " DETAILS — I' _' BRICK =III 111—III—I _ = I a •. • • . _ ROWLOCK DETAIL AT OVER -HANGS _ — FIN FLOOR I - CON( FTG E RODS VERTICAL RODS _ � _ _ _ (TYPICAL) PER ENG'S DETAILS _ < , CONT PER ENG'S DETAILS =1 —=111= - — — - — —1 I I I — — — — —� FIN GRADE 11= -E _ I- -I I—I I_I I --I I 111 III WITHIN5'(:FFROFLINE i 11I —III � t3RiCK VENEER (TYPICAL) NOTE: Q2�TYPICAL ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WALL SECTION. 1 FTEVATION,WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL ING SERVICES, AND SCALE:3/4" = 1' -OI' SCALE: 1/4"- 1'-O" DRAWINGS, ENCeiNEER ER � � ' O CHANGES TO THESE DRAWINGS TO MEET - R E. POSSESSION of HESE NOTE: CODE COMPLIANCE. NS ACKNOWLEDGES THAT THE PURCHASER "PLA ALL STRUCTURAL COMPONENTS SHOWN HAS BEEN INFOi�ED OF THIS INFORMATION MAY VARY DUE TO ENGINEERING: AND ASSUMES THE RESPONSIBILITY TO REQUIREMENTS.. SEE ATTACHED PROVIDE ALL ADDITIONAL REQUIREMENTSENGINEERINGS C F ACCTU PES OR AL I ING OFFICIALS TO MEET OF LOCAL BU L,D COMPONENTS TO BE .USED. COMPLIANCE. U ciC C Vi (D -w vi y w g -1-j aw V •U o �E v Tn `QwQJ€MMMCN ooaaUc" o CO p0° vt* .acU`piiv `p E -V opo • p H v 11 CL �-c" -91E`-p 0 cco 2�� EWE 00Em4y0 va�0 �o�`+ o a :3 E� vcda173 a 1999 Wells Road Orange Park, FL UJZW c0WQWWnm� r >= OVJwZw __W cc 904.272.5339 Building Dept � LLj Vppa_r o w Oco UQp 00 LL 5 LO 1 Vz c 3 vW N W Plan # K1579 Job #: 17-1002 SHEET N*UMBER FIN FLOOR cA LU z (y- 0 �n FIN FLOOR U C _ JT FIN GRADE FIN GRADE [ , I v Sim°3� z 0 =2'`�E2 p 0 C 01 M 4o w°•2 N Qw o m mo No °0� CL o 51¢ cvcc� V V E O O GOVERNING BUILDING CODES: CODE EDITION (2014.), RESIDENTIAL TIAL INDEX O DRA _ 0't 0. mvd 0jE2`1"D2C r mOaa FLORIDA BUILDING 5th �m aM9 : 3GO V0€..'-�Rpt3 n mC E oviot� 0-0-000 wNEPA 70 -.2011 NATIONAL ELECTRIC CODE 1 1 OCCUPANCY: GROUP R (RESIDENTIAL) CS COVER SHEET w CONSTRUCTION TYPE: V -B SP SITE PLAN W W E 1 SLAB PLAN \ f f iF 2 FIRST F LOO R P LAN l V) SQUARE FOOTAGE TABULATION 3 SECOND FLOOR PLAN �.. w 4 T RAL N E TISTAIR DETAILSTRUC U S C O& S - 0 FIRST FLOOR LIVING 2106 cWALL SECTIONS f SECOND FLOOR LIVING 921 6 WALL SECTIONS - TOTAL LIVING 3027 } - R E LEVATI N 7 EXTE R O O S - ENTRY 137 S EXTERIOR ELEVATIONS W 1 3 COVERED PATIO 6 9 FLASHING DETAILS 06 cc COVERED BALCONY 145 ELE T R I CA L PLANS OFFICE COPY 10 C DETACHED GARAGE 440 11 DETACHED G RAGE PLANS TOTAL COVERED 3912 DTA C i Building Dept 12 DETACHEDGRA E ELEVATIONS U C _ V `C m m 4-+ L v Sim°3� z 0 =2'`�E2 p 0 C 01 M 4o w°•2 N Qw o m mo No °0� CL o 51¢ cvcc� V V E O O Or O N =w = C C �N p -wE 0't 0. mvd 0jE2`1"D2C r mOaa Y �m aM9 : 3GO V0€..'-�Rpt3 n mC E oviot� 0-0-000 1 1 w cc W W V) �.. w 0 a F_ w z W <C o W 06 cc Building Dept a u� Ch M rn CV Z 0 CV c o W �- M a L ILL a z U) U Q o 04 LU oo m LL. _— �L0� F F- C� = z. v o 9:5 3 t! w W . v o Q Plan #: K1579 Job : 17-1002 FENCE 5Y OTHERS (NOT A PART OF THESE PLANS) t SITE PLAN.. SCALE: 1" = 10'-011 THE SOUTHERLY 15.00 FEET OF ALL OF THE FOLLOWING: LOT 44 EXCEPT THE EAST 15.00 FEET THEREOF, LOT 46, AND THE UNNUMBERED LOT ADJACENT AND WESTERLY THEREOF, 5LOCK 10, ATLANTIC 5EACH SU5DIVIS►ON "A" AS RECORDED IN PLAT 500K 5, PAGE 6% OF THE CURRENT PU5LIC RECORDS OF "n DUVAL COUNTY, FLORIDA, n m E IGHTH STREET AND SHERRY DRIVE 0 ATLANTIC BEACH, FL 32233 '0 U G U � D. •0 p a Ea -C O c� in QwL- oao>a>� M $o>�ci p NOL ° U U •� O C N O C -p` C Q cy p ry; o� O C aE>•v o c oo 93 v 0A 0 m o na�i "c€ vouc, O at cO ca 0Ecc U5o T— —0 0�,02,�`0EN �O°' c E E oo-'v c.cv 0 IE d wotpY 1 ' 1 � 1 w/y� LL Ud W Z �.". Uj QJ Q r ^ w z VJ W Q � W __xx W cc 1 ' i Building Dept: x LU ch U �co rri 04 Z 0 CV o LU >— w U_ U) W LU U) T- >- co m1�0 IIcn 7. . `J rr �. r . = Z .� +' v v W 3 t LU c� Plan #; K1579 Job #: 17-1002 TYPICAL HEADER AILING TIONS USP .CONN CTORS ,, TYPICAL DESIGN SPECIFICATION 0.1-31X3 TOEAILS DOUBLE TOP LATE SPLICE SCANNED DESIGN CODE: TRIBUTARY AREA (sf) RESIDENTIAL 2014 FLORIDA .BUILDING. CODE - R EDGE STRIP (PSF): DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27.7 ROOF FLOOR ROOF LOADING(cd=1.25) (cd=1.00) TOP CHORD LIVE LOAD 20 psf psf 40 p TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 10 f COMPONENTS & CLADDING ULTIMATE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) Ia' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 - +22.9 25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 GARAGE DOOR PRESSURES PSF 1 CAR FASTENERS FL CODE GARAGE' +22.9 DOOR s25.0 (8'x7') -0" MIN. SPLICE LENGTH ' . „ TYPICAL TOP PLATE NAILING: 16 0.131x3 / ( ) NAILS �y r VENLY SPACED ate FASTEN ALL TOP PLATES w 3 {)ROWS OF ..131x3 @ 12" D.C.STAGGERED. C. G RED. _ SYP#2 \MI HEAD ER, I PER PLAN .--- 2 CAR 9 ( ) GARAGE +21.8 DOOR _23.9 (16'x7') RT8A 775 650 UPLIFT CONNECTOR SYP SPF SCOPE OF SERVICE FASTENERS FL CODE TYPICAL WALL FRAMING NOTE AL STUD NAILING: „ 0.131x3 END .NAILS. 2 ®2x4, O ,,._,,.-,,.`TOMHER 3 ®2x ' 6/ { ) , 4 ® 2x8. ROOF HP' 00 SHEATHING, , FULL HEIGHT ANCHOR SEE SPECIFICATIONS EITHER SIDE OF PLATE _ HEIGHT CHANGE fI 7„ RI OrVIKI(, OKI! v 32 �Ao, lcxo = toy iV!-,ILJ _ 2x10, 2x12 (7) NAILS ,. ,� _ 9 _ LVL 11 LVL 7 NAILS , ) » „ _ - 14 LVL, 16 LVL {�) NAILS v? -0" MIN. SPLICE LENGTH ' . „ TYPICAL TOP PLATE NAILING: 16 0.131x3 / ( ) NAILS �y r VENLY SPACED ate FASTEN ALL TOP PLATES w 3 {)ROWS OF ..131x3 @ 12" D.C.STAGGERED. C. G RED. _ SYP#2 \MI HEAD ER, I PER PLAN .--- :USP A35 450 450 9 ( ) Odx1 /z SYP:2 DBL. # "MAX. PLATE 6 MAX. Imo" _ USP RT7 585 495 5 8d EA. END RT8A 775 650 ( 5 I 1Odx1 EA. END /4'-0" z 86 USP MTW12 1195 0 { 7 , » 10dx1 EA. END. / z 4-1 1. USE SPF#2 -0R B E TIER FOR # ALL WALL STUDS.. USP HTW20 1450 1245 1 i 10dx1 /z EA. END IICO AACTA )A ,rAA ,ASG` IO ,(1,•r7AGnm TOP CHORD DEAD LOAD 20 psf TILE SHINGLES Ps �- /-. wr- airffz- Fur\ n�� rvF Jtt JU.0 ^- ""^ ^" KAI'L P ( ) / 5tD I • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE I REQUIRED IF SHEARWALL BOTTOM CHORD LIVE LOAD 10 sf 0 psf PLATES AND SOLE PLATES. HEADER P USP MSTA36 2065 2065 (1,5)10d EA. END LOAD 5 sf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY BOTTOM CHORD DEAD 5 psf P ,, - - - - - - -" P THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 G ROD TO FTG. � SIMPSON H2.5T OR . /z 3. USE SYP#2 FOR ALL TOP DEFLECTION CRITERIA. SHALL BE PERMITTED I LSTA12 STRAP FOLDED _ LOAD L 240 TOTAL LOAD L 180 USP JUS28 1305 1305 (6 tOd TO HEADER HEADERS ROOF FRAMING. LIVE / / I OVER TOP PLATE LOAD L 360 & TOTAL LOAD L 24 0 E 4290. 4290 FLOOR FRAMING. LIVE / / SHALL BE DESIGNED FOR BOTH USP HTT16 � ROD TO FTG. I COMPONENT &CLADDING WALL ELEMENTS / 4. ALL WALLS SHALL BE I f MAXANY CASE E ABOVE. „ - --- 0.75 POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABL 5 USP HTT22 5370 5370 / 110 ROD TO FTG. BALLOON FRAMED FULL I I __ ___ KARCHED. HEIGHT TO ROOF OR FLOOR TRANSOM ND LOADING: s L-- --J WI fi ROD w 12 16d USP PAU44 2535 / LINEAR INTERPOLATION IS PERMIS BIBLE. / ( )ASTEN LOWER STUD D UPLIFT TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION, U.O.N.U0 OPTIQN , ASCE 7 D FOR WIN 5 "<- PERMANENT TRUSS SYP 2 DBL / # TO TALLER STUD w { USP PAU66 2535 0 ROD w 12 16d PLAN: / SEE RIGHT CONDITION OF 5 PSF. TOP CHORD AND 5 PSF / ( ) MIN. DEAD LOAD CON - = BRACING BY OTHER TOP PLATE - $ BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS PRESSURE AND MINUS SUCTION. 2 ROWS OF 1 d I 0 COMB ATTIC FLOOR USP MSTAM24 1545 1455 (E)1/4%2-/4 TAPCONS 5.) FASTEN BOTTOM PLATE 0 ® 12" O.C. WINDOW SILL SEE OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, DESIGN OF WINDOWS DOORS FASTENING TO THE WALL FRAMING IS THE LIED INTERIOR .LOAD BEARING I SCHEDULE 3 S2.0 GADS SHALL BE MULTIPLIED / LIVE LOADS COMBINED D WITH ROOF LIVE L r I { L BLOCKING: AT ALL DOOR `MANCE. SUPPLIE R & SHALL MEET RESPONSIBILITY OF THE WINDOW WALLS TO CONCRETE SLAB FOR SILL SIZE ANDr, BY 0.75 WHEN COMBINED w DEAD LOAD. SHEATHING` JOINTS: TYPICAL .SOLE NEGATIVE PRESSURES. E T NOTED POSITIVE AND IMP ON CO N C ORS THE ABOVE S S T NAILS CONNECTION EACH w 16d MASONRY CUT PLATE NAILING. SCE 7-t0 - - - - - - - 130 MPH » 2x4 FLAT WISE: FASTEN A END BASIC WIND SPEED SEE , 16 O.C:. MINIMUM. S ( a a EACH END WITH -2=10d 0.131x3 TOE NAILS, - - - - - - - - - - - - - - - - UPLIFT ADDITION AI FACTOR .1.00 FOUNDATION PLAN A A __ TOENAILS. ONLY REQUIRED 3 CSA 2x4, a ( ) - ------ OD WALLS 1 _ _ r CONNECTOR FASTENERS FL# CODE ANCHORS AT SHEARWALLS AN ROOF HEIGHT 20,0 FT o I a * SYP SPF AT SHEATHING FOR ME I JOINTS R (4)' � 2x6, ------------ - - - - - - EXTERIOR WALLS AND 7 }2 - 10446:4 (5 ®2x8. ROOF PITCH / I o A35 450 450 1 12 dxt /z SHEARWALLS BUILDING CATEGORY a H25T 600 520 5- d EA. END 11478.3 PT. SPF#2 - ---=---- ------ # EXPOSURE CATEGORY C � DENOTES EDGE STRIP. __ _ , „ SOLE PLATE _ r ,SEE C & C CHART H8 620 530 5 1 dxl /z EA. END 11470.3 SEE PLAN FOR STUD SIZE - - - - - - - - - - d _ i ENCLOSURE CLASSIFICATION ENCLOSED r , AND O.C. SPACING. „ I G. FLOOR SHEATHING ABOVE FOR a DIMENSION , , I AB _ D 10456.3 _ 1000 860 7 t dxt EA. EN --------- MTS12 / All A A A A A INTERNAL PRESSURE COEFFICIENT f •18 SEE SPECIFICATIONS , HTS20 1450 1245 24 10dx1'/2" EA. END 13872.3 o I CONTINUOUS BLOCKING __J FOUNDATI N SrPLAN L__ - N FLOOR SYSTEM0 EE MSTA24 1765 1270 9 1 d EA. END 13872.4 WITHIN 16d COMMONS IAL SPECIFICATIONS ATIONS MATER �t WHERE POST IS ABOVE. » If - 8 O.C. MSTA36 2050 1870 13-10d €A FEND " 13872.8 ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131"0" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST- BLOCKING WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND KING STUDS SEE PLAN SOLE PLATE ANCHOR: EPDXY ANCHOR (MIN 3j" EMBED.) THREADED ROD ANCHOR DRILLED & EPDXY w/2" O x" PLATE WASHER, SEE SCHEDULE BELOW d max" `',;;, •.��r,ra+, Lou Ponti�o and Associates, Inc. !420 Osceola Avenue )a'.x. Beach, Florida 32250 Ph. 242-0908 Fax. 24 - a 1 9557 FL: 1CA # 8344 SC: CA# 3579 +y46ti«1tItIRllNtlfftP ®pt edtt e t ae aPON i i SCOPE OF SERVICE ..XC 0 5250 4670 32 .° . i v? TOP PLATE � - - - - - - F I I I I I I L - - - - - - J FULL HEIGHT ANCHOR, SEE PLAN FOR SIZE AND LOCATION 3/8 OF .tea `T s r o S, A ,.. a � ROD TO FTG. lo LUS28 Luis A. Pontigo, PE DROPPED HEADER SYP#2 HEADER, PER PLANS WINDOW SILL SEE SCHEDULE 3/S2.0 FOR SILL SIZE AND CONNECTION EACH END d TO HEADER 10655.113 4-1 d TO JOIST HU410 905 785 14-16d TO HEADER 10531.36 12" d TO JOIST ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131"0" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST- BLOCKING WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND KING STUDS SEE PLAN SOLE PLATE ANCHOR: EPDXY ANCHOR (MIN 3j" EMBED.) THREADED ROD ANCHOR DRILLED & EPDXY w/2" O x" PLATE WASHER, SEE SCHEDULE BELOW d max" `',;;, •.��r,ra+, Lou Ponti�o and Associates, Inc. !420 Osceola Avenue )a'.x. Beach, Florida 32250 Ph. 242-0908 Fax. 24 - a 1 9557 FL: 1CA # 8344 SC: CA# 3579 +y46ti«1tItIRllNtlfftP ®pt edtt e t ae aPON i i SCOPE OF SERVICE ..XC 0 5250 4670 32 .° . i v? TOP PLATE � - - - - - - F I I I I I I L - - - - - - J n 3/8 OF .tea `T s r o S, A ,.. a � ROD TO FTG. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL. NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR -OMISSIONS OF THE , CONTRACTOR OR ANY HE FAILURE FOR OTHER PERSONS PERFORMING THEWORKOR FOR THE ANY OF - LUS28 Luis A. Pontigo, PE 780 FL ,# d TO HEADER o r WALL FRAMING AT WALL FRA G IAT r L 5 3 JI I o I r MAX. MIN WALL FRAMING AT __d_ TO TRUSS BEAM FROM I_ 18 6d SOLE PLATE CHANGE CONDITION RAISED H S, � I I EADER C NDITION HARDWARE AND ANCHORS: � 3480 3080 11496.2 DROPPED HEADER CONDITION HTT4 5',, a PLATE BREAK ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH NOT ACTUAL PLAN -7r � 1 e ROD TO FTG. SYP#2 DBL. I I � ) # REVLSIC)NSnnTG ASTM A 307 OR ASTM F 1554 GRADE 36. STM A500 GRADE B " WASHERS. SHALL BE IN ACCORDANCE WITH A ( ) , NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A.HEX. • ALL METAL CONNECTORS WHICH ARE EXPOSED TO METAL CONNECTORS. EXTERIOR SHALL BE GALVANIZED. ` RETROFIT REBAR ROD INSTALLATION. EMBEDMENT OF RODS OR REBAR. R / r DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /4 » LARGER THAN REBAR SIX AND /a LARGER THAN THREADED ROD SIZE. 0 N SCOPE OF SERVICE HTT5 5250 4670 32 16d TO TRUSS/BEAM. 111496.2 TOP PLATE � - - - - - - F I I I I I I L - - - - - - J EDGE DISTANCE 3/8 I I I I - - SEE 1 S01 I - I t I 2- TYPIC' L WALL FRAMING BUILDER MAY CHOOSE EITHER THE DROPPED I HEADER CONDITION OR RAISED HEADER CONDITION E 0 S0. 1 I 0 I I 1 _5 ,.. a � ROD TO FTG. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL. NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR -OMISSIONS OF THE , CONTRACTOR OR ANY HE FAILURE FOR OTHER PERSONS PERFORMING THEWORKOR FOR THE ANY OF - LUS28 930 780 6-1 d TO HEADER 10655.113 4-1 d TO JOIST HU410 905 785 14-16d TO HEADER 10531.36 6-1 d TO JOIST (U ) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT 5/.11 _ SEE 5 0.0 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200ROD w/ 12 16d 10849.6 DOCUMENTS.1 1 • SYP#2 2 T2d TOE �J)j DUAL CARTRIDGE INSTALLATION ONLY): ( ) aBUss 2300 /a ROD w 12-lsd 1oa49:6 INTERIOR BEARING WINDOW SILL `SCHEDULE _..,..... . t.., / y -- - - --- - - R. c-, C ,-NAILS E.E. - - HEADE , trVAT: I I vv NLU r,, STEEL. SHALL BE ASTM A615, .GRADE 60. REINFORCINGTHE STRUCTURAL STEEL. SHALL BE ASTM A992 GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE AS TM A185. { ) LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER ( ) IES -ELASTIC SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES BE DING STRESS Fb 2600 sl .MODULUS E 1 900ks1, N ) pR ( ) ( SOLE PLATE ANCHOR SCHEDULE N A / THREADED ROD 0 EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 40" 16" 2x2x'/8" 3'/2° 1 3/4" 1/2 48" 24" 2x2xI/a" 3'/2" 1 3/4,. MASA 48" 24" N/A N/A N/A (U ) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT 5/.11 _ SEE 5 0.0 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200ROD w/ 12 16d 10849.6 DOCUMENTS.1 1 • SYP#2 2 T2d TOE �J)j DUAL CARTRIDGE INSTALLATION ONLY): ( ) aBUss 2300 /a ROD w 12-lsd 1oa49:6 INTERIOR BEARING WINDOW SILL `SCHEDULE _..,..... . t.., / y -- - - --- - - R. c-, C ,-NAILS E.E. - - HEADE , trVAT: I I vv NLU r,, STEEL. SHALL BE ASTM A615, .GRADE 60. REINFORCINGTHE STRUCTURAL STEEL. SHALL BE ASTM A992 GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE AS TM A185. { ) LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER ( ) IES -ELASTIC SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES BE DING STRESS Fb 2600 sl .MODULUS E 1 900ks1, N ) pR ( ) ( LIMITS OF STRUCIUKAL LNGINLLKINU UtbIUN KtSrUNJItiIU IItl: T STRUCTURAL ENGINEER ARE 'ITEMS SPECIFICALLY DESIGNED BY HE LIMdTED TO. THE FOLLOWING. CONTINUOU S LOAD PATH FOR WIND UPLIFT WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING ITEMS NOT DESIGNED �FASTEN - ROOF TRUSSES FLOOR FRAMING NOT PRE-ENGINEERED WOOD FLOOR AND ,,_ ADDRESSED TRUSS -TO -TRUSS CONNEC TION AND ANY SPECIFICALLY, ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. .SET N A / N A / SIM SON-EPDXY-TIE 11506.4 BLOCKING 2x4 FLAT EACH WITH 2-1 ONLY REQUIRED SHEATHIN ` CH -:END d TOENAILS. AT JOINTS : SEE SGHLUULL -- FOR STUD SIZE AND O.C.OCSPACING. B LOCKING AT ALL r WALL r SHEATHING I 9 f ROUGH DROPPED HEAD" MINI MUM END OPENING OR SILL PLATES .FASTENER EACH END =° - OPENING PER PLAN E NG MIN : ( ) _ END FASTENER RATED SHEATHING, ,. BOUNDARY OF . SEE GENERAL NOTES. ;, SHEATHING sl .. ' .. � ., FIELD ALTERATION RA IaN I ; coNllzAcroRSHALLCONTacTLou PONrIGos ASSOCIATES; PRIOR MAKING ANY STRUCTURAL FIELD NIODIHCATIQN s WHICH MAv vARv FROM OM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS ANY LTT208 1675. 1675 10-16d TO STUD/BEAM/POST 11496.3 4 12d TOE 0 4 l 2x4 SPF 2 E NAILS O # ( ) 1 _i z � ROD TO F TG. , » < _ � 6 4 2 2x4 SPF 2 5 12d `TOE NAILS O # O LSTA12 805: 695 1 0 - Od - 13872.5 G 8-4 (3)2x4 SYP (1)A34 + (4)12d TOENAILS CS16 1705 1705 13 _ d 10852.1 �- " 12 0 3 2x6 SYP 2 1 A35 + 4 12d TOE NAILS O # O O SHEATHING JOINTS: EXAMPLE OF PANEL FOR EXTERIOR WALLS SEE BELOW FOR BOX GIRTS REQUIRED Q ED BETWEEN G 2x4 FLAT WISE. FASTEN EDGE w BLOCKING WINDOWS IN TWO STORY CLEAR GENERAL CONSTRUCTION SPECIFICATIONS AND SHEARWALLS E HEIGHT WALLS. GENERAL NOTES ,� DONS EACH END WITH 2 10d I� WHERE REQUIRED BY WALL TOENAILS. ONLY REQUIRED { HEAD )R SIAL GENERAL NOTES. SHEATHING PLATES, s,_E AT SHEATHING JOINTS FOR ; WALL .SHEATHING TO -. EXTERIOR WALLS AND SOLE PLATE FLOOR SHEATHING SPECIFICATIONS KING & JACK SCHEDULE 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON. ®6" O. C: EDGE &FIELD STUDS SEE PLAN SHEARWALLS I RAISE '/4" FROM ROUGH OPN`G, SEE ARCH. NAIL SPACING AT ROOF SHEATHING SPECIFICATIONS I BOTTOM OF SOLE �" PPO SU RTED EDGES, » » PLAN AND FASTEN 6 12d` TOE NAILS GENERAL NOTES FIELD P WITHIN 4 0 OF ROOF EDGE). O a .. O.C. E NAIL SPACING TO 4 0. N 'SEE DE AIS .SEE DETAILS - 24 16 APA RATED OSB OR PLYWOOD SHEATHING .NAILED w' 0.113x2 RING SHANK NAILS � 6 O.C. EDGE & 6 D AT GABLE .ENDS DECREASE EDGE ) L � .. . . SyLNGLE MIN. /ia / ( r w/8d @ 3 O.C. TOP & BOT. 1 ON S1. ON S1.0 2x SPF T $ w EN - F EDGE). - „ AT GABLE O.C. WITHIN 4 0 OF R00 EDG A O.C.LD SPACING TO 4 H _D.C.E & 6 GE NAIL THING NAILED w 0.113x2 RING SHANK @ 6 0 ED 6S DECREASE ED f - � - - -' - - TILE. MIN. 15/32 32/16, APA RATED PLYWOOD. SHEATHING, / ( ) - - - (-- - - - - - � 12d @ 8 0 EXAMPLE OF UNSUPPORTED L � KING & / , .. WALL -SHEATHING SPECIFICATIONS. I (TYP), (UNBLOCKED) PANEL EDGE " -}- •_'. ,. JACKS .� E)Ct ,AND 6 O.C. FIELD. SHEATHING MAY BE I I SHEATHING (TYPICAL) N d @ 6 O.C. - POR .PLAN 1 APA RATED OSB PLYWOOD SHEATHING FASTENED W 8 24 16 STRUCTURAL OR w FL XIBLE FINISH -MIN, _ v CON" - AT . . E /is // w SH. I A` BRITTLE FINISH. I I I I I PANEL &.BRICK. ALL OTHER WALL SHALL BE CONSIDERED B I ORIENTED VERTICALLY OR HORIZONTALLY: FLEXIBLE FINISH WALLS INCLUDE. WOOD, CEMENT OR VINYL SIDING, HARD L_cn� I .�. I Q I RTVERT SIMPSON LTP4 ON NAILING TO INTERMEDIATE e F SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. L--- ---- L ---------J L --------J STUCCO FINISH, -MIN. /,s 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8d @ 6 O.C. EDGE f: O.C. IELD. HE INSIDE FACE, IF NO SUPPORT IS 6 O.C. MAX. JACK STUD 2x S r�' F'tD (LON) TO TRUSSES, OR TO Eli AR n. . BETWEEN WIN �: , FLOOR JOISTS.. BOX BEAM BE D W 0 S ,_ _ _ E WITH AST C 76 WITH ` PRE STRENGTH OF DEPT D. CCORD CE WITH ACI5_.,.1, -05. GROUT SHALL IN ACCORDANCE M 4 A MINIMUM F 28 DAY COMPRESSIVE �n H RE� MASONRY HAS BEEN .DESIGNED IN ACCORDANCE WITH ACI 530 05, AND SHALL BE CONSTRUCTED IN A SINGLE ST' RY MULTY STORY IN TWO STORY FRAMING s SE&494N _ 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF /a PLACED AT AN; 8 TO 11 S LUP�f . MORTAR SHALL CONFORM TO ASTM' C270 AND TYPE M OR S. TYPE N MORT R MAY $E USED IN BRICK VENEER. N A A CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 1 TYP. WALL LL SECTIONS 3 WINDOW HEAD AND SILL FRAMIN 4 SHEATHING NAILING DETAIL CONCRETE MASONRY UNITS (CMU)b�. - ^ -1 NOR AL WEIGHT WI A MINIMUM CO VE STRE GTH OF 1900 si f m=1500 sI . GROUT LL CELLS CONTAINING VERTICAL " " BADE N M TH MPRESSI N S0 0 60 CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING , P { P ) S0.0 ' S0.0 SCALE: 3/4 = 1 -0 REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE .CLEAN OUTS:.P.ER µACI 5' =02 IN THE BOTTOM OF COURSE ,OF MASONRY WHEN THE WALL HEIGHT EXCEEDS S'-0 ,; ADE N-1 HOLLOW S E 'S' MORTAR. WALL COURSING SHALL BE RUNNIN BONDS STACK BOND SHALL NOT BE MASONRY STEM WALL'S,_. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GR CONCRETE MASONRY UNIT WITH TYPE , USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT E CONTINUITY OF NG AT INTERSECTIONS MASONRY ELEMENTS BY INSTALLING CORNER BARS MINIMUM OF 40 BAR PROVIDE REINFORCING T CTIONS OF PERPENDICULAR. _ AND WALL. INTERSECTIONS. - AX. AND AT EACH CORNER WALL END WITH 4 @ 4' 0 "O.C.M # HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HO 0 VERTI A (E E SE), 0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6 1/S1 FULL HEIGHT ANCHOR 2x4 BLOCKING SEE ARCH FOR „ CLAY MAS NRY B-- ( , � 's:� C�24 O.C. FASTEN �---- NOT 1 1 / ' C HOLLOW BRICK RESPECTFULLY. /2 2 BRICK, FACING BRICK, RAFT C6 21116 OR C652 FOR BUILDING ER TAIL ACCORDANCE WITH ASTM 2 C , BRICK SHALL BE 1N ACC , 1. TYP, CONNECTION AT STUD COLUMNS, � 6• EACH END w 3- 10d CONFIGURATION M � 3 ROW. OF tOd '�/ / {) q TOENAILS JACK -TO -KING ASSEMBLIES .CORNER POST TC. » , E ° NAIL 8 O.C.' H- [`(1N[:RFTF SPFCIFI(_ATIONS. S @ C WITH AC 301, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS I ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318 08, AND SHALL BE CONSTRUCTED IN ACCORDANCE I I 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY STAGGERED , . . ICIi STRENGTH OF 3000 PSL CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE N I IN ADDITION TO (2) PLYS N N NERAL NOTES. ROOF SHEATHING ° ° STUD BELOW 1 GE SPLICE 2x8 SYP#2 EXPOSED 2x4 MEMBERS. LOWER TOP 4-10 d PER SPEC RAFTER TAI TO EACH ROOF tOd J. ° RA AG 1 Row OF OVER LAP DOUBLE PLATE A LE COMMONS FOOTING AND FOUNDATIONS: T BREAK TRUSS w 1od ® 3 O.C. NAILS @ 4 O.C. DESIGNED WITH A SOIL BE DESIGN MAXIMUM OF 2000 PSE. A SOILS INVESTIGATION REPORT RECOMMENDED TO VERIFY SUITABLE / ° . TOP PLATES FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN D W ( ) (4) ROWS 12d AL AND Y I SOIL COMPACTION FI AlALL INTERSECTION ENGINEER _HALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL COHESIVE LA SOILS. 0 C MPAC ON AND LL a SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE .INE ( ) AT 12 O.C. ° ORTHOGONAL VIEW ,� ,:, 2x6 MEMBERS: CONDITIONS SHALL BE COMPACTED TO A MIN. OF 95%MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. k _ 2x8 P.T. SYP No.2 EA. SIDE. OF CORNER: FN a (2) ROW OF 10d BLOCKING CLOSURE FASTEN FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., .SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE (3) ROWS 12d � � NAILS @ 4 O.C. FOUNDATION PLAN SHOWN ON S1:0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF`'FOOTI G SIZE OR LOCATION IS NOT TO TOP PLATE w/(3) 102d ° STAGGERED w - AT 12" O.C. 2 PLY 3 PLY FO DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) TOE NAILS. EA. SIDE. BEAM. BEAM. } ° r o '. 2 & 3 PLY BEAMS O „ . 2x4 OR 2x6 POST 2x PST IN FOOTINGS AND MESH SHALL BE CENTERED 'IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PRO IDE. 3 @ 48 O.C. OR ROD CHAIRS. --� UNLESS OTHERWISE NOTED ON DRAWINGS,' MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 # MINIMUM OF 40 DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFOR ING WHERE PERMITTED`' SHALL BE 48 PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE. ELEMENTS BY INSTALLING CORNER BARS, BARD , BAR DIAMETERS CORNER WALL INTERSECTION (3)ROWS OF 5 (3)ROWS OF 63X CONDITIONS CONDITIONS CONCRETE SLABS ON GRADE._ %777:TRUSSLOK TIUSSLOK „ ENGINEERED WOOD NOTES: E APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN UPLIFT STRAP ENGINEERED WOOD WITH JOINTS' LAPPED 6 AND SEALED OVER CLEAN COMPACTED EARTH OR FILL WITH A OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER SHALL BE INSTALLEDFASTENERS C�➢'24"o.c `' » OVERLAP TOP FASTENERS @ 24 o.c PLATES AT CORNERS R OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 16'x16' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT .SLAB CALL EOR FOR ALTERNATIVE METHODS. i PER PLANE S AND INTERSECTIONS TERMITES. AW TS. F -PRE-ENGINEERED AS SHOWN AS SHOWN ` 2, '', °- DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VERTICAL F TRUSS A, Aa WOOD FRAMING SPECIFICATIONS: 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN NDS FOR WOOD CONSTRUCTION LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO, WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR ANC OR 4. DENOTES SOLE PLATE .ANCHOR SEE SCHEDULE ALL .WOOD FRAMING HAS. BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) , WALL FRAMING ° 5. CONTRACTOR MAY CHOOSE. EITHER OPTION WHERE MULTIPLE _ PRESERVATIVE IS .USED ALL ATTACHED FASTENER'S SHALL BE - _ ' SURE -TREATED. IF ACQ OR NON DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA 3 PLY 4 Y SOIL SHALL BE PRESSURE- , STAINLESS STEEL. PER PLAN OPTIONS ARE SHOWN 14" LVL AND GREATER PRE- ,I TRUSSES: ENC N R D W000 FRAMED WALL CORNER AND WITH NEPA TPI AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING I _INSTALLED AT ALL TRUSSES AS SHALL BEAR THE SEAL OF ANENGINEER,IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY W NTRACTO GA ES SHALL HAVE TEMPORAR ' BRACING PER 'COMMENTARY' AND OF THE DELEGATED ENGINEER. ALL TRUSS - PROFILES ARE THE RESPONSIBILITYfiED TRUS USS SHOP DRAWINGS. ALL TRUSS TO TRUSS CONNECTIONS AND TRUSSR INDICATED IN THE TR5 ROOF SS CONNECTION s BUILT-UP MEMBER FASTENING ci 7 INTERSECTIONS STUDS CONFIGURATIONS TI G METAL PLATE CONNECTED WOOD. TRUSSES HIB -91. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH USS.. WHEN USING (2) .STRAPS ON O GURA ONS RECOMMENDATION: FOR HANDLING, INSTALLING & BRACING , SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. so.o o.oW sao ROOF COVERING SPECIFICATIONS. FULL HT ANCHOR TERMINATES QUICK TIE CABLE NOTES SWAM INSTALLED ACCORDING TO THE MANUFACTURERS REQUIREMENTS. CLAY OR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT BRINGS SHALL COMPLY WITH ASTM 03161 AND: BE Q T' T WHERE ANCHOR IS THE CONTRACTOR SHALL BE RESPONSIBLE F AT UPPERMOST OP PLATE THE QUICK TIE ANCHO ING SYSTEM R0 ALL COMPLY WITH E1 AND BE INSTALLED Q I EM THE MANUFACTURERS REQUIREMENTS. STANDING SEAM METAL ROOFS SH L STM 514 A SPECIFIED ON PLAN AND TILE ROOFS SHALL BE INSTALLED PER THE CONCRETE AND .CLAY ROOF TILE INSTALLATION MANUAL. AND w NUT A D ASHER. / L CONSIST OF G V CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS ADJ. TO .GIRDER BEAM - SHALL C S A ANIZED / WASHER „ » ACCORDING TO THE MANUFACTURERS REQUIREMENTS. THE AIRCRAFT WIRE ROPE WI H LLY TRPCONVENTIONALLY T CONVENTIONA STRAP LOCATE ANCHOR WITHIN O y ; WATERPROOFING: WHERE MAX, ANCHOR WHERE MAX. ANCHOR THREADED STUD SWED S EACH END; D 6" OF POST. � AS MANUFACTURED' B QUICK T C p Q IE I FOR THE DESIGN INSTALLATION OF ALL WATER PROOFING. SPACING IS EX E E _ SPACING IS EXCEEDED THE CONTRACTOR SHALL BE RESPONSIBLE / PRODUCTS, INC. JACKS NVILLE NA UPLIFT FLORIDA'_- PLAN LX1 DOUBLE CONNECTOR v QUICK , IES SHALL BE' RIENTED I Q T TOP SEE PLAN .i 0 NOTES LINTEL SCHD PLAN. LEGEND ANABBREVIATIONS � WOOD FASTENING SCHEDULEBRICK /POST, PER I' I I I I PLATE _ r�__ VERTICALLY AND ATT HED TO THE SOLE FULL HT. PLAN FOUNDATION AND 0 E UPPER - DOUBLE 4w - TOP x.+24 O. I I _ T MOST PLATE ANCHOR !� NN I N I f I I I I MAXIMUM SPACING !4Q ... T O INTERIOR LOAD BEARING WALL OP PLATE. MEMBERS FASTENER N. BRG. MAX. SPAN INSTALL QUICK TIES A E TO BE LINTEL DIMENSION MI BUILT-UP POST IN THE WALL I I I i I I I SEE THREADED :ROD QUICK TIE � -, - TYPE. INSTALLED AS INDI�AT-D ON PLAN. �" �►---- o m SPECIFICATIONS ON CABLELATE FACE NAIL 2 GUN NAILSCa7 12 STAC. THEMAXIMUM SPACIN OF UICK PLATE TO TOP' P » » Q TIE Q 4 ' ' 6 -0 GABLE X BRACE, SEE DETAIL 12 S2.o SOLID BLOCKING PLAN SEE PLAN WALL STUD V L.3'/, x3/zx/a 4 {'\ -� I I I L I I I I I CABLES IS 8'-0 ON NT R Ci G O WITHIN FLOOR A E E EXCEPT .. Q -16d 3 -GUN NAILS » •• » r. B OR POST.: W 4 2 G t t _ HEADER SIZE JACK AND KIN I LAPS INTERSECTION FACE NAIL { ) G STUD I 1 I 'I I I- I TOP PLATE, L4x3/z x/a 6 8 0 H6 1 2 AT GABLE END WALLS: � S,SHEARWALL THE / (TYP) L DESIGNATE QUANTITY.' I - = ILS ,. I I I I I I I I 8L. TOP PLATE TO STUD FACE NAIL (2 16d) 3 GUN NA » LINE DESIGNATES SIDE OF D t t 10 -0 HIDDEN I �% Q L5x3 /z x /a 6 ---------- - - - - - I - - - - - - - QT WIRE ROPE SHALL aBE » WALL THE SHfARWALL SHEATHING �- - - � --E I -1--- -L 4. ELEVATION L @ 6 sw � _ ` E N N OE :NAIL $d @ 6 GUN NAI. ° LATE T PRE TENSIONED TO MINAT RIM JOIST TO TOP P ( ) » I - ( E THE .. t , _ TO BE APPUED: ad o"s & I I I 1 FLOOR ITRUSS -0R JOIST � h L6x3 / x / 6 12 0 / 2 a NAILING. CONSTRUCTIONAL w a M- _ - _ _ _ - - - _ - CO S UCTIONAL STR TCH AND o �" _ „ -DESIGNATES 8d COMMONS @ 3 --I Q .. TOE NAIL 3 8d 5 GUN NA ILS -I- -F I 4- OP PLATE » » CEILING JOIST TOT ( ) sd@3 6 ,. t t _ �a 6 Q W 16 0 �)1F "RELAXATION INHERENT. TO ALL L7x3 / x /a 6 ;: O.C, EDGE` & 6 O.C. IN THE I A .� z I I I I I I U* (TY P) I I _ C g LI. $ 16d 4 GUN NAILS FIELD.. ) "`-HELICALLY LAID WIRE- AND STRANDS. .. .IST OVER PARTITIONS FACE NAIL. 3 ( CEILING JO { ) I c I I I I :: _ �+ W 1, STEEL LINTELS TO BE MINIMAL 36 I I I ( FULL HT. `- W _ _ I 1 THE PRETENSIONING RCES Ci IL CC AIL 6 16d 8 UN NAILS I I -. IST TO ROOF RAFTER FACE N C LINTEL MUST HAVE CORROSION I ANCHOR CEILING JO { ) BRICK _ _ HEADER, I I I � REQUIRED AT INSTALL TION SHALL BE ADJ ADJACENT G Lon w ---� 9 I FLOOR t°' RESISTANT COATING OF EPDXY BASED VENEER I PICA I I 1 I I R _ ,�. Y I I I " AS ECOMMENDED BY, QUICK TIE W 2-16d 3 GUN NAILS:`- BM- BEAM ANUF Manufacture Q JOIST TRUSS TO PLATE TOE.- AIL ( ) , / PAINT. POST TO I FRAMING AT SILL F LATE (,? fit '_ _- l 1 I I I PRODUCTS IN ORDER ` O YIELD A T W , WEATHER BOT BOTTOM ONO Monolithic I I I I MATCH I =TOE NAIL 3 Sd 3 GUN NAILS ( ) BA - - I I I RESIDUAL TENSION E ` AL TO THE RAFTER TO PLATE. BARRIER BRIG BEARING C On Center I I I POST ABOVE N 8 0. SHOULD 2. LINTEL MORE THAN > ALLOWABLE CAPACI 1- - I I E TIE . , � f I i I- N MASONRY UNIT SB Oriented Strand' Board QUICK TLE _ CMU CONCRETE L I Q FULL HEI 4 GUN NAILS 1 I HEIGHT ANCHOR INSTALLATION CH T JACK RAFTER TO HIE' TOE NAIL (3-10d) BE LATERALLY SUPPORTED NOT TO DBL -DOUBLE ERP -;,Per Perpendicular I ' I I I I I I CABLE-- > FOUNDATION , AR �" %c t •• , t, P I I -FOUND .. _ _ - _ QUICK TIE INSTALLATI - 2 16d 3 GUN NAILS EXCEED 6 FT. O.C. w 2 /4x3 WD. RE ENG- . RIDGE BM. TOE NAIL ) / `DIA .DIAMETER Pre. Engineered I I I SEE PLAN AN A B C D ROOF RAFTER TO 2�,- ( » I I 9 I I I I I I PER PL F � 0 � � E F I/," __: LINTEL - _ REQUIREMENTS, ALL ICK TIE UCL HT. O O T HEADER PROVIDE A t EA EACH SF Pounds per Square Foot SCREWS INTO /z p q I I t ANCHOR TOP PLATE SILL PLATE CONCRETE WASHER EMBEDMENT ED FACE NAIL 16d@ 16 O.C. @EDGE ATTACHMENT ANCHORAGE SHALL B INSTANCE MQN GE CONT. HEADER, TWO PIECES KEW. � EE -EACH END SI -Pounds. er S uare Inch D BY VERTICAL SLOTTED HOLE FOR. SC per q I I I I -,I HOLE HOLE. HOLE SPEC. DEPTH DISTANCE A FACTORY TRAINED A I �_-_---= SEE D LICENSED 1 NOTE 2 _ _ � EOR -ENGINEER OF RECORD T -PRESSURE TREATED "* ,. » TOE NAIL 3 16d 4 GUN NAILS .HEADER TO ) CONT { INSTALL 1 -STORY QTB / � m p X K VENEER ATTACHMENT: � __. EQ - EQUAL T - Quick Tie FROM SEE TABLE AT RIGHT INSTALLER. QUICK TI MUST BE a /z /z 2 2x /4 4 2 3 3. BRICK Q 6 MAX. F"R THREADED RODS �� „ „ _ _ 41 EMBEDMENT � » „ E TOE NAIL 3 16d 4 GUN NAILS _ _ `-TENSIONED ACCORDIN TO THE TG � STUD TO SOLE PLAIT,.. { ) EXT EXTERIOR EINE Reinforce FOR EPDXY EMBEDMENT Q /e � /s � / � 323x / 4 2 3 HORIZONTAL TIES ®24 O.C., "VERT. KING STUD WHERE 2 -STORY. RODS DEPTH ,s 4 E DIMENSION INDICATED: ON TAG ON .. EDGE DISTANCE. �� FLORIDAR BUILDING CODE F Square Foot �� ,+ „ „ „ ELAS FBC FLO IDA U D Q a s , TIES @ 12 O.C.. FOR 110m h RING q IL UN NAIL @ 8 ( P HEADER CANNOT E INSTALLED QTO 1 � / sa � 3x3x SOLE PLATE TO JOLT BLOCKING FACE NA (16d @ 16) GUN ��' FDN -FOUNDATION PF -Spruce Pine Fur. C N OTB EACH QUICK TIE AND; INSTALLED + /a /+ 6 2 3 VERT. TIES ®16 O.C. . P FULL HEIGHT ANCHQR WIND ZONE SEE PLAN �� � •• „ ) BRICK LINTEL _ SOLE PLATE ANCHORS ACCORDING TO MAN ACTURERS " FT - FOOT ' YP Southern Yellow Pine A QTR 1 � /a G ' /a G 3x4 /z x /z 6 2 3 NAIL SPECIFICATIONS' PACE TIES WITHIN FULL EIGHT ANCHOR PLACEMENT DIAGRAM AT ALL. OPENINGS S SEE SCHEDULE _ _ PER PLAN. WALL SECTION INSTALLATIONS INCLUDED IN EVERY ,. .. �� �� _ » s » FTG FOOTING RU Through 3 x .131 O = GUN NAILS 2x0.113 o = RINK SHANK EP 0 12 OF OPENINGS. PROVIDE /is WE _ BOX OF QUICK TIES. MONO STEM ' » _ » HDR HEADER YP Typical 8 UICK TIE A CHOKING SYSTEM } 2"4.113"o • = 6d 2 /z x0.131 4 8d HOLES C� 33 O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL ON Unless Otherwise Noted 3"x0.148"U = 10d 31/2 "x0:] 62"O = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS ERT -' Vertical 0.148"0 = 10dx1'/z 11/2%0.131"0 = 8dx1 /z WWF - Welded Wire -Fabric FIELD ALTERNATIONS MADE PRIOR 1-0 BEING APPROVED BY LOU PON•nGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. I e on I W U .•, ry J Z W U. W 0 V J V''I, l tW U ' Z, ULJ < mIIIIV V J f LD F V /n v 1 W U" I DESIGN CRITERIA RA i 0 AND GE .NERAL NOTES DO' NOT SCALE DIMENSIONS FROM l THESE DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME GRAY RES -/ D 1' S I Ei GN/DKA', YN/CH£CKE.D CS BM l B L LAP la / DATE 05.03.17 SCALE AS NOTED LPA No. GRAY -17-00485 CONTROL No. 3912 SHEET S01. 0 SHEET 1 OF 9 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA, TRUSS, FASTEN TO TO s LTE w a FASTENED TO TOP PA / 10d 0 4" O.C. PLATE w/ 10d 0 3" D.0 _ I IF TRUSS REACTION EXCEEDS STUD WALL, 23001bs PROVIDE CRIPPLE STUDS BEE PLAN. DBL: TOP MAX NOTCH HEADER DIRECTLY BENEATH TRUSS 16d COMMON x x PLATE � BELOW TC P PLATE , A Dk BLOCKING AT ®8" O.C. PORCH SHEATHING. I A B B SHEATHING BREAK -17HEADER A FULL DEPTH LVL BLOCK BETWEEN EVERY SEE SPECIFICATIONS E ( °I P RCH OTHER TRUSS. FASTEN TO 'TOP PLATE w/10d BELOW I 8 -GUN NAILS ° >i H ADER, --aHEATHRO----= u BREAK ° TOENAILS 3 O.C. FASTEN FLOOR HEADER &SUPPORT ° ° S E PLAN. o Z I SHEATHING TO BLOCKING w/1od 0 6" O.C. PORCH PARALLEL PORCH POST, PER PLAN. FULL HEIGHT L TO WALL ANCHOR,HOLD mv PERPENDICULAR STRAPS DOWN, OR STRAP MIN. (2)2x4 WOOD D D D D TO WALL AT BASE OF POST BELOW. (1) ADJ. C C CONT. 2x4. RIBBON TOP OPTION A TO PORCH HEADER. & BOTTOM. FASTEN TO I 24" 16 GUAGE POST BASE: C C TRUSS w/(2)10d ( STRAP w/11- POST 24" 16 GUAGE 4x4 POST: ABU44 ( 2 10dx%' EA. END BELOW STRAP w/11- 6x6 POST:ABU66 HJ _ 10dxlX" EA. ENDLSTA 2 FOLDED SIMPSON H3 EA. DOUBLE TOP PLATE OVER TOP PLATE 8d COMMON WIRE NAILS` , PORCH. CONTINUOUS OVER „ �gnuurrarra TRUSS, U.O.N. a: w/5 10d NAILS rnq PORCH HEADER, - SLAB ° ,. HEADER TO BLOCKING C� 3 O.C. ®®sa s�" 6 INTO TOP PLATE & \ q>' , PCJ ,pis SEE PLAN / %�,+ 'G Q CS16 STRAPS ` HTS16 - MAX 5-10d NAILS INTO / HEADER DOWN CONNECTION 0 32" D.C. STRAPS MSTA24„ ROD 5/s "<. BEAM. SPACE H2.5T CSP 32" O.C. TOP & BOT STRAPS EPDXIED 6" MIN 0 24 O.C. (1)MSTA24 STRAPS PLAN VIEW OF PLAN VIEW OF ELEVATI N VIEW OF > o • AT 3 -0.C. TYP ARCHITECTURAL PORCH HEADER PORCH HEADER PORCH HEADER 8 -GUN >° TO BACKSIDE OF WEB. FINISH, SEE ARCH STUD WALL AT CORNER POST AT POST 6j POST NAILS SEE DETAIL 6 SO.1 FOR / SEE PLAN. ROOF „ „ BOT. CHORD w/ 0.131x3 0 3 O.C. PORCH SHEATHING SPECIFICATIONS: IN. (2)2' 4 WOOD I SEE DETAIL 4 S0.2 FOR NOT /z GYPSUM (WATER PROOF GREEN BOARD, w 5d COOLER NAILS 0 6 0 / ) / C. EDGE & FIELD BELOW. & (1) ADJ. TRUSS. FLOOR OR ei ir_nicn wiTU Toi iccce OR (IPTK�N R I HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T CSP 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D_ FULL HGT ANCHOR PER PLAN HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 0 32" O.C. B SEE PLAN-� C (2)CS16 STRAPS D FULL HGT ANCHOR PER PLAN °J 4. Ns •. `�' . �` 9,a cN ROOF TRUSS o y u, OR JOIST--,,,�� / a FOR • PERPENDICULAR I i NN -TRUSS S CON NECTION 53 SEE DETAIL B ABOVE.° o ,4 . . � CONTINUOUS 2x6 SYP#2 OF N f LEDGER FASTEN WITH �(/ s `V 5-0.131x3" EA. STUD. ��p� •. •�4 tiP•°.. Q v, PARALLEL TRUSS W (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD � vw' 17- DETAIL A Luis A. Pontigo, PE 1 FL PE#53311TRUSS OUTRIGGER SECTION TYPICAL PORCH FRAMING DETAILS 3 TYPICAL PORCHM CONNECTION CTION WEN4HEA ER TLEDOWN WHEN 5 WALL ADJ. TO ROOF CONNECTION SCALE" 3 4 1 0 oTEO I S0.1 / S0.1 50.1 THIS DETAIL ONLY A OTEo S0.1 APPLIES .WHEN NOTED ON PLAN SEE CONSTRUCTION SPECIFICATIONS FOR ROOF S0.1 AND WALL SHEATHING AND STUD FRAMING. ISIONS DATE I, T BRACING NOTES AND SPECIFICATIONS 8d COMMON NAILS "' ROOF TRUSS. BRACE PER 4-12d TOE 2x4 I I A', '..�.+ O (4) TRUSSES APPLIED AT 3 -0.C. TYP ROOF TRUSS SYP#2 2x4 NAILER FASTENED TO TRUSS.. TO BACKSIDE OF WEB. I h SEE DETAIL 6 SO.1 FOR / 2x4 BLOCKING. FASTEN ROOF „ „ BOT. CHORD w/ 0.131x3 0 3 O.C. I I DIAPHRAGM` ATTACHMENT FRONT SIDE OF WEBS. 2x4 SYP 2 CATS AT 12" # TRUSS. FLOOR OR � � H3 ... H2.5T HURRICAN 9L E CLIP 0 EA. FASTENED TO SHEATHING w 8d 0 3" O.C. / I CONTINUOUS LATERAL BRACING, SEE I I WHERE APPLICABLE O.C. FASTENED TO TOP ROOF TRUSS. ° I6 LOCATION. IE MORE THAN (1) LATERAL -7 -- ------- 6 10d COMMONS PLATE _w/ 4-0.131x3" 111/4„ SHEATHING FASTENED TO DELEGATED TRUSS ENGINEER. AS SHOWN, I-- - - - - - - - - COMMON. IT MAX. A TOP PLATE w/ 10d 0 3" O.C. I I I I I, I°I DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP' 3 OR BETTER 16 „ MAX. SHEARWALL S L� FASTEN CATS EACH END w/7_ # 2x SYP 2 CONT. ATTACH # TO LEDGER 1. CONTRALTO ANY. I C I _ T BRACE FASTENED TO " WEB w 12d 0 6 O.C. / I1 3-0.1.31x3" COMMON TOE NAILS. I,. AND, LEDGER TO ROOF 2x4 SPF 2 •. # TO TOP PLATE AND TRUSS 2X4 T -BRACE. ONLY R REQUIRED FOR BRACE ALTERNATE 0 TIONS I I T -BRACE TO BE THEJ CHORDS AND ATTACH ED TO EACH BLOCKING WHEN OVERFRAME w/ 0;131x3 0 3" O.C. EDGE OF 2 MAY OVERHANG A,B,C, ORD I°I SAME SIZE, SPECIES, I I TRUS WITH 2-8d COMMON NAILS. AT CABLE BL END i j � I (2)LSTA18 STRAPS FOLD OVER TOP PLATE (2)MSTA24 STRAPS FASTEN W/10 -10d FOLD OVER TOP PLATE FI L E D ALTERATION FASTEN w 18 10d CONTRACTOR SHALL CONTACT LOU ' PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY x OP PLATE. SHEARWALL SHEARWALL OR SHEARWALL 2. USE ALTER ATE A. p /,�Z» �� �� S &23 :: FROM THE INTENT OF THE ORIGINAL EXTERIOR WALL AT EXTERIOR ALLS SW $d'�� J � " CONSTRUCTION DOCUMENTS, ANY MINIMUM 2 PLY FULL HEIGHT HELD ALTERNATIONS ENDING' BETWEEN ROOF FU HEI HT THREADED ROD CONVENTIONAL STRAPPING DEDBMADEPRIORTO ALTERNATE A ALTERNATE B ALTERNATE C TRUSSES. MINIMUM STUD ROD BEING APPROVED BY LOU PONTIGO & OLD OWNS EACH END HOLD DOWN EACH END '2 PLY � i ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR 3. USE 'ALTER ATE A - FUL HT ANCHORS A - UPPER TO LOWER STUDS STUD AT 2ND STORY TURN TITEN HD INSPEcnuN FEES. �R OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d 04"O.C. STUDS PROVIDE COUPLER TIGHT E & F .:FOR F OR SW 8d®3; 6: - (1) s/s OR (2) '/z 0 FULL SW 8d®3/6: (2) CS16 STRAPS 2 CS16 STRAPS AGAINST PLATE TO NAILER w/ (1) ROW 8d TRUSS. FLOOR TRUSS 'ATTACHMENT HEIGHT T READED ROD EACH END AT BASE OF STUDS >, 2x4 SPF#2 CONTINUOUS TRUSS. -ENO STUDS TO FOUNDATION I 0 3 O.C. FASTEN TO TOPLEDGER FAST ' _ FLOOR TO F SIMPSON TITEN HD ROD CO i f FASTENED ) SO PLATE ANCHORS W 8d03/6. HTT5 OR HDU5 PLATE w/ (2) ROWS-: /is 05B ( FLOOR) I 3 „ COUPLER „, TRUSS WEBS WIT IEE SCH DOLE ON DETAIL 2/SO.1 RODS - THD37634RC (%"x6 -Y4") OF 8d 0 3 O.C. BLOCKING w/3 -0.131x3" Com)- SOLE PLATE ANCHORS PANNEL SEE SCHEDULE ON DETAIL 2 S0.1 LTT206 2x4 SPF FLOOR 1 COMMON. / SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING SHEARWALL NOTES HTT5 TO SS BOT. CHORD w` " 1. PROVIDE s OSB HEATHING WITH 8d COMMONS 0 3 O.C. AT PANEL BOUNDARIES TRU / �i AND 6 IN THE FIELD.. � " FASTEN CATS EACH END w 2x4 SYP 2 CATS AT 12 / # PROVIDE ROVIDE 2x BLOCKIN AT ALL PANEL EDGES. 2 ROWS 0.131x3 0 3 O.C. „ 3 0.131x3 NAILS Q.C. 'FASTENED TO TOP INTERIOR 0 6 O.C. PLATE w 4 0.131x3 SHEARWALL;[E PROVI MINIMU 2, DEA OF 2' STUDS'EACH END OF SHEARWALLS. KING &JACK STUDS AT HEADERS S MAY SERVE AS �, ' COMMON. END POSTS' FOR SW. SHEARWALL OR 5716d NAILS' EXTERIOR WALL w.. (TYPICAL) 3. FASTEN ALL INTER ALTERNATE FOR ALTERNATED ALTERNATE E oR SW To ROOF OR FLOOR TRUSSES PER 6/sal ALTERNATE FOR ALTERNATE FF 5 ,,. s FULL HEIGHT ROD /$1=ULL HEIGHT ROD f., 4. INSTALL INTERIOR OOTING BELOW SHEARWALL PER DETAILS ON S0.1 ' s SHEARWALL ATTACHMENT AT ROOF E FLOOR /8 FULL HEIGHT ROD ALTERNATE 7 TYPICAL SHEARWALL ELEVATION. w s FULL HEIGHT THREADED ROD s ATTACHMENT Y so.1 PROVIDE IE SOLID BLOC INC WITHIN FLOOR SYSTEM AT SW END POSTS. .ALTERNATE , ; S0.1 W' ...i. L OLn ra ( V MULTIPLE BRACED TRUSSES AS INDICATED IN TRUSS SPECIFICATIONS. W z 10 PERMANENT TRUSS BRACING III50.1 SCALE: 3/4" = V-0" SINGLE TRUSS BRACING BRACING NOTES AND SPECIFICATIONS 8d COMMON NAILS "' (1)DIAGONAL BRACE PER 4-12d TOE 2x4 '..�.+ O (4) TRUSSES APPLIED AT 3 -0.C. TYP ROOF TRUSS NAILS TYP. TO BACKSIDE OF WEB. 2x4 BLOCKING. FASTEN BRACING APPLIED TO OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) 2 x12 OR (2)2x6 OR (2)2x4 FRONT SIDE OF WEBS. � � H3 ... H2.5T HURRICAN 9L E CLIP 0 EA. I CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND OUTLOOKER TO TRUSS. ° I6 LOCATION. IE MORE THAN (1) LATERAL _ w 4 12d NAILS AT EACH RAFTER.. ROOF SHEATHING / 6 10d COMMONS BRACE IS NEEDED, OVERLAP BRACE °I DELEGATED TRUSS ENGINEER. AS SHOWN, SEE PLAN. ; II I 3.)PERMANENT 3. PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP I 10 PERMANENT TRUSS BRACING III50.1 SCALE: 3/4" = V-0" SINGLE TRUSS BRACING BRACING NOTES AND SPECIFICATIONS 8d COMMON NAILS "' 4-12d TOE 2x4 '..�.+ O 1.)ALL BRACING LUMBER SHOWN,: EXEPT FOR T -BRACE -SHALL BE 1x4 SYP 3 # AT 3 -0.C. TYP ROOF TRUSS NAILS TYP. SYP#2 OUTLOOKERS 0 24 O.C. 2x4 BLOCKING. FASTEN OR BETTER OR 2x4 SPF#2 OR BETTER. (LION) 2 x12 OR (2)2x6 OR (2)2x4 EACH END w/3 -10d YP#2 LEDGER, TOENAILS � � H3 ... H2.5T HURRICAN 9L E CLIP 0 EA. I co OUTLOOKER TO TRUSS. ° I6 2.)BRACING G LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER _ w 4 12d NAILS AT EACH RAFTER.. ROOF SHEATHING / 6 10d COMMONS °I DELEGATED TRUSS ENGINEER. OVERFRAMEAFTERS, SEE PLAN. ; II I 3.)PERMANENT 3. PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP I 2X6 I, I°I DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP' 3 OR BETTER I: SIMPSON H3 w 1 I / -8d COMMON ANGLE -B RAGE L� II # NAILS FROM RAFTER TO LEDGER _ T BRACE FASTENED TO " WEB w 12d 0 6 O.C. / I1 BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM I,. AND, LEDGER TO ROOF 2x4 SPF 2 •. # MEMBER. THESE STRAPS MAY BE OMITTED 2X4 T -BRACE. ONLY R REQUIRED FOR BRACE WALL 'SHEATHING UP , T -BRACE TO BE THEJ CHORDS AND ATTACH ED TO EACH BLOCKING WHEN OVERFRAME GA GABLE END TRUSS. I°I SAME SIZE, SPECIES, I I TRUS WITH 2-8d COMMON NAILS. AT CABLE BL END T. T 3 RAFTER LENGTH 0� LENGTHS > 8'-0". FASTEN w 10d COM AND GRADE AS WEB WALLS PROVIDE DIAGONALS PRODIDE MTS12 0 - CS16 DIRECTLY LESS THAN 4 0 / MONS ° TO BE BRACED. II AT END WALLS PROVIDE DIAGONALS :ROOF MEMBER. BETWEEN ERFRA EEN OV INC „ _ ® 6 ON CENTER 2X4 2 :SYP BLOCK 0 EACH # ; i APPROXIMATELY 45% TO THE AND ROOF MEMBER. .RAFTER , GABLE BRACE. FASTEN EACH ujW ° I ADJACENT EXTERIOR PERPENDICULAR END W/',3 -10d TOENAILS '' IDI WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL � BLOCK TO DBL TOP ° CONSTRUCTED OF THE SAME BRACING PLT W/ 2-H2.5T a i t9 MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT ALONG EXTERIOR WALLS PARALLEL TO TO TIE 1N OF OVERFRAME RAFTERS TO TRUSS FRAMING. BOTTOM CHORD BRACING PROVIDE I 0.131x3" `T OE NAILS 0 8 " CSC. DIAGONALS IN THE END SPACE FROM BOT. CHORD OF TRUSS BETWEEN THE WALL AND THE FIRST TO DBL. TOP PLATE !� LINE OF BOTTOM CHORD BRACING ATA 2x4x6' SYP#2 LATERAL BRACE EA. � LSTA12 @ 48" O.C. D TOP MAXIMUM SPACING OF 20 FEET. X -BRACE w/ 2-16d INTO BOTTOM 8-10d COMMONS L PLT i TO GABLE TRUSS BOTTOM CHORD W / CHORD OF EA. TRUSS. SDWC15660 0 36 O.C. 6mIT IF D WHEN 11 DECK LEDGER AT OVERFRAME OTED S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, RAFTERS 1 GABLE 2 VALLEYS, ETC. S0.1 NOTES: END BRACING 1. SPACE GABLE END BRACING 0 4'-6" MAX. „ SHEATHING: OVERLAPS G . LE 12 MIN i TYPICAL 2. ALL MATERIAL TO BE SYP#2I VI1 V ZING DETAILS a DO; NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE F ARCHITECTURAL DRAWINGS OR ., CONTACT THE E.O. PLAN NAME j \ GRAY RES DESIGN/DRAWN/CHECKED ;'CS ` BMB LAP DATE 05.03.17 SCALE AS NOTED LPA No. GRAY -17-00485 CONTROL No. 3912 SHEET Amr -cCOpy 50.1 I SHEET 2 OF g OVERLAP SIDEWALL H2.5T TOP & BOT. TOP PLATE @ 32» O.C. JL ALWAYS PLACE HEADER AT » I 5/,,"0 THREADED ROD OFROUGH TOP/s FLASHING AND e OPENING w/3x3x /4 PLATE . . WATERPROOFING BY . . . . . . . . . T. R. BUILDER (ONE IN SIDE 1' . . . . . / WALL z 2x8 SYP 2 LEDGER MAx # w 2 1 4x6 SDS SCREWS @ 16"o.c EXTEND HEADER TO ... .. � 2 2 2 212 10d COMMONS I FAR SIDE OF WALL » i T&G DECKING PER 2 2x6 2 2x6 SPF#2 AS SHOWN. o ( ) ( ) # @ 6 o.c ARCH JACKS 6 6 6 ROOF SHEATHING i� AND 1 » i� O — — PER SPEC ... .. � 4 0x4. 0 PIECE OF WALL ... �._.� KING.FULL HEIGHT SHEATING INSTALL AT UPPER L ve 2x8 SYP 2 » THREADED ROD _ # r `-. ... OW GARAGE HEADER CORNER 1 BEL �� RAFTERS @ 24 o.c SEE PLAN 2 H2.5T DETAIL A O J ON EXTERIOR STUD TRIMED AS _-. -- -- 1J SHOWN 1 /2 x10 S.S ' d COMMON GALV. BOX NAILS FASTEN SHEATING TO HEADER w/ 8 OR _ LAG BOLT !Y8" sf » ULL HEIGHT]!\IN 3 GRID PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING e H2.5T THREADED ROD » (STUDS, BLOCKING &SILLS) TYP. EPDXIED 12 ... LL 4x10 SYP 2 BEAM — # T. PANEL JOINT NAILED TOGETHER w A ... .. DOUBLE BLOCKING A / 316d SINKERS � ;I (MAX SPAN. 10'-0") - 3-10d TOENAILS 6x6 'HORIZONTAL ff 5 TW � THREADED ROD OVER ADDITIONAL DOUBLE PLATE BETWEEN EACH SIDE /s ( I » 3 T x3x WASHER. D EPDXIED W 12 EMBEDMENT & 3 W DRILLED AN / x8 LAG SCREW STUDS) D / 4 I /8 RECESSED 4x6 DIAGONAL , 6x6 POST ATEA. » 3/ x8 LAG SCREW BRACKET $ ALL EXPOSED METAL RECESSED CONNECTORS AND FASTENERS SHALL I 6x6 VERTICAL BE STAINLESS STEEL I I, II GARAGE PORTAL WINGWALL BRACKET FRAM NG DETAIL WHEN - I ,---- &BOTTOM FASTEN TO I , WATER PROOFING i TRUSS w/(2)1Od I , I I BY BUIL ER a 2x8 BLOCKE BETWEEN TRUSSES LEDGER AND , TO ACCEPT STRAPS FROM FASTENING PER I I SIMPSON H3 EA, PLAN I JOIST TO LEDGER BEAM PER I ABOVE. FASTEN EA. END w/A35 TRUSS U.O.N. w/LUS28 HANGER PLAN i I I STRAPS -------------------------------------- ----- ------------------------- CS6 BEAM PER 32 O.C.BEAM PLAN I I BEYOND I I I `POT ER I I I PLA ARCHITECTURAL 94 6 FINISH, SEE ARCH STUD WALL, r. I I SEE PLAN. I � I DECK DETAIL RA TRUSS STRAPPING SECTION AT POSTS 3 4 / S0 SCA E: 3 4 1'-0" OFFICE II �I I I I Y j I I COPY II Lou Pontigo and ;Associates, Inc. I X420 Osceola Avenue Iajx: Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: 'ICA # 8344 5C:'CA# 3579. t,t t tt , �°°'t1°ttttti� �ierivd�PmAr \ � e arCAI e It o No. 5. B ,a `% NATE F ;® AC* Luis A. Ponti3o, FE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. I m CV W L.L m U L.L Z LU LnW o �W/ z LJ.J > i U r I z LD F I W Q I TYPICAL FRAMING DETAILS I LDO NOT SCALEDIMENSIONS FROM THEE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURALsDRAWINGS OR CONTACT THE E.O.R. PLAN NAME` GRAY RES DESIGN/DRAWN/CH ECKED CS BMB LAP DATE 05.03.17 SCALE AS NOTED LPA No. GRAY -17-00485 CONTROL No, 3912 SHEET s0.2 SHEET 3 OF 9 NOTED SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLANS0.2 I - I ,-� SEE DP LALLAN. WALL FRAMING i I� BLOCKING AT I PER PLAN i I I GUARDRAIL BY SHEATHING BREAK 16d COMMON �- # I POST PER PLAN OTHERS @ 8" O.C. FLASHING AND i i WATERPROOFING BY _ __SH__'ATHING------- FULL DEPTH LVL BLOCK BETWEEN EVERY _o , .ry BUILDER ALL EXPOSED METAL BREAK _ ,-. OTHER TRUSS. FASTEN TO TOP PLATE w 10d / . ,. _ DECK J IST " POST TO POST CONNECTORS AND 0 z I _ I » TOENAILS @ 3 O.C. FASTEN FLOOR PER P AN g 5 0ECKING. FASTE . ..•-,..4 I w 2 CS16 /( ) JOIST TO FASTENERS SHALL _I I » SHEATHING TO BLOCKING w 10d @ 6 O.C. / — C TO JOIST W/2 #8 DE 3 SCREWS ti I STRAPS BEAM TYP ( ) w H2.5TON BE STAINLESS STEEL CONT. 2x4 I L `RIBB TOP , ,---- &BOTTOM FASTEN TO I , WATER PROOFING i TRUSS w/(2)1Od I , I I BY BUIL ER a 2x8 BLOCKE BETWEEN TRUSSES LEDGER AND , TO ACCEPT STRAPS FROM FASTENING PER I I SIMPSON H3 EA, PLAN I JOIST TO LEDGER BEAM PER I ABOVE. FASTEN EA. END w/A35 TRUSS U.O.N. w/LUS28 HANGER PLAN i I I STRAPS -------------------------------------- ----- ------------------------- CS6 BEAM PER 32 O.C.BEAM PLAN I I BEYOND I I I `POT ER I I I PLA ARCHITECTURAL 94 6 FINISH, SEE ARCH STUD WALL, r. I I SEE PLAN. I � I DECK DETAIL RA TRUSS STRAPPING SECTION AT POSTS 3 4 / S0 SCA E: 3 4 1'-0" OFFICE II �I I I I Y j I I COPY II Lou Pontigo and ;Associates, Inc. I X420 Osceola Avenue Iajx: Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: 'ICA # 8344 5C:'CA# 3579. t,t t tt , �°°'t1°ttttti� �ierivd�PmAr \ � e arCAI e It o No. 5. B ,a `% NATE F ;® AC* Luis A. Ponti3o, FE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. I m CV W L.L m U L.L Z LU LnW o �W/ z LJ.J > i U r I z LD F I W Q I TYPICAL FRAMING DETAILS I LDO NOT SCALEDIMENSIONS FROM THEE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURALsDRAWINGS OR CONTACT THE E.O.R. PLAN NAME` GRAY RES DESIGN/DRAWN/CH ECKED CS BMB LAP DATE 05.03.17 SCALE AS NOTED LPA No. GRAY -17-00485 CONTROL No, 3912 SHEET s0.2 SHEET 3 OF 9 SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE — DESIGNATES SAWCUT LINE BOTTOM BARS INTERIOR LOAD BEARING WALL j 2'-0" DESIGNATES SLAB RECESS 1'-0" 3=#5 EA WAY BOT. r -7mm _mm�_M_m. mi 1 ,420 Osceola Avenue S1.01 S1.01 Ialix. Beach, Florida 32250 f Ph, 242-0908 Fax. 241-9557 0 FL: ICA # 8344 SC: CA# 3579 I zoe ---- ---- I II b a r ♦ 0 O O 4 P r e o r a r d 1 g No, 533'1 1 _ g v I tl r I I STAT o 1: 1 s S1.01 MONO FOOTING TC ,w�� 1 • <� Q I 1 . 2 I S�fEt�lW 0 ,m V - LL w 5x3 L_ t — D W L EPDXIED 6 MIN I I IOWA 4, CO�C�ETE SLAB wl Luis A. Pontlgo, PE 1 F'L`PE#53311 FIBERM S C� 1.5 LBS-CU.YDI. - , I I � I _{ SAWCUT 7A i /F 0 1 L VAP'O� BAR R I , 1.01 ( REVISIONS DATE 1 IN PRE ARED GRADE. i' I " I 7A; I STAIRS BY I I S1.01 BUILDER I" i — MONO F 0 ING TO STEMWAL j - L I I I I w 5x30 DOWEL 8'— 8 5 4 I EPDXIED 6 MIN.TYP ' I I I i () 1 I FIELD ALTERATION Ii COIITRACTOR SHALL CONTACT LOU PNTIGO 8 ASSOCIATES PRIOR TD I I Mq4KING ANY STRUCTURAL FIELD M DIFICATIONS WHICH MAY VARY 1 I I I ( I I I FR�M THE INTENTOF THE ORIGINAL 'I CONSTRUCTION C%OCUMENTS. Ah -1Y S1.01 6 FIELD ALTERNATIONS MADE PRIOR TO f Ii i i I I .01 & I BEING APPROVED BY LOU PONTIGO S1i s, ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ( S1.01" ., OF CON ESE flR x6 W1.4xW1.4 ( I I I I a L WWF ON EMIL VAPOR BARRIER , I I IN PREPARED GRAD . --- I i PROVIDE 2E A 4x4 0 ( �_ CORNER CRACK BARS .. 4 — � -1 I AT SLAB_ ..MID DEPTH. ( 12 -4 z S1.o1 4 o I I I SAWCUT 1 I I I I I . a I S1.01) I— _j>: ecoI _ S1.01 12— 10» II Q Cn^4I S1.01 I ( ! s1:01 I } =1 I i I SAWCUT ( I . Y< I f FOOTINGS AT ( �-- ►— MONO FO TING TO 7A STEM WAL w 2'— 5x30 ----- .. i SLAB ELEVATION # I ( __ , U I � I I �, >1.01r.,Y, ( DOWELS EPDXIED 6 MIN. I <t , <c l — (F2.0 f2. � 4 2$ 4 II 51.01 S1.01 S1.01 I —� ---� 1 51.01 ;,, , FOUNDATION STAIRS BY S1.01 PLAN BUILDER a I �OF s r f �� V®� DO': NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E O R FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 j 2'-0" 2'-0" 1'-0" 3=#5 EA WAY BOT. F2.5 2'-6" 2'-6" V-0" 3—#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4—#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4—#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" - 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS,ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FIND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 7PLAIN NAME GRAY RES D SIGN/DRAWN/CHECKED CS / BMB LAP DATE 05.03.17 SCALE AS NOTED LPA No. GRAY -17-00485 CONTROL No, 3912 SHEET SLO j SHEET4 OF 9 ,, I TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. L MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN, 1#5 CONTINUOUS, PROVIDE » R BARS TYPICAL 40 2 S STEPS TO BE MADE CORNER (TYPICAL) MATCH DOOR 3 DIA. MIN. IN BLOCK COURSING SLAB ON GRADE, WIDTH, SEE ARCH. �4 FOR MASONRY SEE PIAN. /—RECESS SLAB ON WALLS &GRADE, T / GRADE OR CONIC. -/ AT WALLS GREATER THEN . SEE PLAN.cn SLAB, SEE PLAN. ��'� , » PAVING .x s„ `\-f' 4'-0" HIGH, NOTIFY E.O.R. BY BUILDER FOR TEMPORARY BRACING �n Z, ✓ » 1 \ % 12 x 2 1 #5 CONT. LAYOUT PLAN. STEM WALL REINFORCEMENT CMU REINFORCING COURSES 1 TO 6 #4 VERT. @ 48"O.C. 7 TO 10 #4 VERT. @ 24"O.C. 11 TO 12 ##4 VERT. 0`8"O.C. STEMWALLS OVER 6 COURSES TO HAVE TRUSS TYPE HORIZ. JOINT REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. T E.J. , d DETAIL B d° �, MATERIAL . 4 a a,. ` 4 DOWEL TO MATCH SLAB ON .: . GRADE WALL REINFORCING. 4— 5 CONT 40 � # TOP REINF. ONLY IF ry ,� , SEE PLAN. , CONT. CONCRETE' FOOTING k / TOP & BOT. DIA. REQ D. BY SCHEDULE 10"x20" w/(3)#4 OR (2)#5 CONT. FOOTING SIZE AND d REINF. PER SCHEDULE THICKENED EDGE w/ 1—#5 CONT. DETAIL: A T STEPPED FOOTING STEM WALL EDGE AND FOOTINGK-2 THICKENED SLAB DETAILS 3 G` S1.01 (SIM. AT PORCH EDGES w/o WALL)S1.01 SCALE. 3/4 — l' -C" �-o SCALE: 3/4, V-0)) (IF REQUIRED BY SITE CONDITI-ONS) TYPICAL WALL FRAMING AND STEP, SEE ANCHORAGE PER ARCH. CONSTRUCTION SPECS. (4" MAX.) EQUAL TO SLAB !' THICKNESS. SOLE PLATE ANCHOR, " CMU OPEN BOTTOM LINTEL DETAIL: B 8 SEE 2/SO.O BLOCK w/ 1—#5 CONTINUOUS BRICK VENEER IS ACCEPTABLE WITHOUT. • WALL FRAMING INCREASE OF FOOTING ._ SIZE. STEP, SEE ARCH. PLAN. ON ® 1" DEEP SAWCUT w/ SLAB 4j SLAB ON GRADE, _--. eF 4 — GRADE, ELASTOMERIC SEALANT SEE PLAN ___ __.___. _�: w � 5EE PLAN, ' „ _ _ . J r 8 CMU STEM WALL W/ WALL FRAMING 00 ON • •' ... SLAB _ 4 VERTICAL DOWELS 24 O.C. — .. -�,�-f # oma.. -� , .. .. 2 #5 CONT. �, �,`� "; �' k :GRADE— ' � ; , d, ,� . � � a .. � i �% r-�----- � ----�- 4 ;"r, .�`'.. 90 BEND INTO FTG. SLAB ON SEE PLAN `�, a =_ _ra `�. w ! i re ✓ -, r G R ADE, r.r Q 4 ,� SEE PLAN. ,3 CD w J l w 2 5 �� CONT. � � • , CONTINUOUS CONCRETE `'�.,, �``. �, �' NOTES. 3" CLEAR FOOTING 1. PROVIDE SAWCUTS TO CREATE APPROXIMATE 12 X 12MAX. SQ. 8x20 ' ' TYP w/(2)#5 CONT 2. SAWCUT CONIC. SLAB WITHIN 4 TO 10 x20 12 HOURS OF CONC. PLACEMENT. D tTAI L. A w/ 2-#5 CONT. { MONO FOOTING AT INTERIOR r 4 GARAGE STEM WALL 5 SAW AUT DETAILr'6�RR � MONO. FOOTING AT STEP-DOWN . ,, _ ` , SCALE: 3 4" -' 1'-0" - _ �_ » S1.01 IF REQUIRED �_oSCALE. 3/4 1 0 S101 / S1.01SCALE. 3/4 1 0( )I il¢ m~ I� , , a OFFICE COPY 10 6 P'i� ro C r " iie i�. 4 N r a Nk t4 r a`, r�♦ r. r � r V ♦ r i e ♦ v� / R 1 ltae4 Luis A. Ponti3o, PE FL P£#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO E ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MQUIFlCATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESULT tN ADDITIONAL ENGINEERING OR INSPECTION Ff. ce m m >_ r\j ry m ISL f� LL W j 40-bn Lf) ❑ W i Z cnU z 4<LD F W i I L, i FOUNDATION I DETAILS I I DO! NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN SW: 3/6 LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED c DESIGNATES 8d COMMONS ® 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER OF PLY'S & JACK/KING STUDS NEEDED (2)2x8-1/2 FOR SUPPORT HEADER. I OU POntlg O and DESIGNATESTHE S ' E ING LE PLY HEADER As o s elates Inc. IIS 6S-1/1 AND ,& JACK/KING STUDS NEEDED FOR it SUPPORT HEADER, SEE DETAIL 4/S0.0, 1420 Osceola Avenue II Jallh . Beach, Florida 32250 SWC 3/6 ___- BEAM OR TRUSS, SEE PLAN Ph. 242-0908 Fax. 241=9557 W. 3/ FL: ICA # 8344 SC: CA# 3579 QUICK_ TIE LEGEND 'll i --� ,, SHAPE DEFINES NUMBER j _ _ __ __- _ _ I OF, STORIES , x81-(2)2x8-1/2).. LETTER DEFINES DIAMETER 2 _ - _._-_,___ ..._. OF Q.T. WIRE ROPE ®1t�mawotatulutgtnt�ngo, -- __ P - - ONE STORY QUICK TIE l b� e� _ SHAPES. �,.....>6. �� POST 6x6 SYP P.T. � 2 p� B G S r 5 er � TWO STORY TIE � o �.� � o. �✓ cV w ABU'66 w THREADED • • g / / 8 a Q THREE STORY QUICK TIE ROD EPDXIED 6 (2 r B) � 7 III STRAP'HEAD R STRAP HEADER LOCATIONS. O' FOUR STORY QUICK TIE I � III ) ,. � . . I . I SO.1 N PER DETAIL. 4 S0.1 PER DE1�A1 / (2 2x6 SPF#2 / I _ T` EOF LETTER: B ads,, �y QUICK TIE � �C •�'��a POST. N G /a 0 QUICK TIE ., 0;R1Q ,o �- - i ! o Si m QUICK TIE _ TRUSS R1 ABOVE -I L' Is A. ontl o, PE L -- -- -- _ I ANCHOR LEGEND NC OR G ND FL PE#53311 J_ LIJ vi r 5 „ DESIGNATES SIMPSON HTTS w/rb ISIONS DATE A. - - - - THREADED ROD EPDXIED 6 . STRAP HEA j END w/(2)MST 4 i X Iii a: In 2 2x6 S PF 2 I I S RAP HEADER 1° WALL STUD SCHEDULE N POST. .-. j ( f EI DETAIL 4/S0.1 C,, N I PLATE STUD SIZE' TRUSS F1 B ABOVE LOCATION HEIGHT &SPACING EXTERIOR 9'-t,. 2x4 SPF#2 @ 16" O.C. N III MAX TRUSS FG17 ABO�E 1o' -r 2x6 SPF#2 @ 16 O.C. or - - - - - - Iii EXTERIOR # g MAX 2x4 SPF#2 @ 12" O.C. - )o EXTERIOR 10-1 TO 2.x6 SPF#2 @ 16" O.C. _ _ __ _._ - - _._t, 14'-0"FIELD ALTERATION TII I 10 -0° CONTRACTOR SHALL CONTACT LOU = = INTERIOR MAX 2x4 SPF#2 16 D.C. 3 2x6 SPF#2 ( ) # � NTIGO 5 ASSOCIATES PRIOR TO -- � � MAKING ANY STRUCTURAL FIELD � I B // �� \\ 1 - 2xfi SPF#2 ®16 O.C. sL CTL 2 0 # „ INTERIOR MODIFICATIONS MAY WARY POST EA.: END MODI O S WHICH Y A ----- MAX 2z4 SPF#2 ®12 O.C. FROM THE INTENT OF THE OR INA F TRUSS FG17. SE E 3/S0.1 1 FOR S7UD NATES. CONSTRUCTION DOCUMENTS. ANY j / FIELD ALTERNATIONS' MADE. PRIOR TO -- - - j 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE BEING APPROVED BY LOU PONTIGO & \ SW: /6 1 > BEAM CONN. (TYP) co 'ASSOCIATES MAY RESULT IN SHOWN. ADDITIONAL ENGINEERING OR 2. MINIMUM STUD SIZE AND SPACING ARE H -ADD LEN j 00 I Q I B I CONTRACTOR MAY INCREASE STUD SIZE TO MEET INSPECTION FEES. X ARCHITECTURAL REQUIREMENTS. III N FASTEN TOP OF N -_ _ v__ ._�. _._.- L_ (_ .� _ M 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN WALL PER 6/S0.1 '� / I YELLOW PINE. 7� x ,; KB_ 4.) USE SPF#2 FOR ALL TOP PLATES AND SOLE PLATES. i _ 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT ADDITIAILA NCHORS AT MINIMUM. SEE FOUNDATION PLAN FOR ON LI -STRAP HEADER EA. sHEARWALLs I II m i I �e I END w MSTA24 11 JI GENERAL NOTES m i i a (3)2x4 SPF#2 I� --- -- -��- _-- �----- --- - - f �, POST. I 1. SEE DETAIL 2/S0:0 FOR WALL FRAMING DETAIL. 2\2X8-1 2 SEE WALL STUD SCHEDULE" THIS SHEET FOR STUD SIZES AND SPACING. AT .GIRDERS AND BEAMS, - I -I- PROVIDE STUDS BELOW TO MATCH BEAM GIRDER �' 12 2 2 8 1 1', 2 2x1 ._ _ ft�- _ : 2 N PLIES: U N 2. SEE SHEET S0.0 FOR ROOF AND FLOOR 1(. >� { I I - I \ SHEATHING SPECIFICATIONS. N I I I I 2: 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE N L� - x - N 1 x PLIES BEAMS HEADER AND STUDS FASTEN PLIES X N ( ) N .-. � TOGETHER PER DETAIL 6/S0.0 \ N Ln , 4. INSTALL SOLE PLATE ANCHORS PER DETAIL , o FAS EN TOP OF _ N 2/SO.o ALL PER 6/S0.1 : _ V' 1 �. 2 2X6 S 2 {{ 6. AT SHEARWALLS, PROVIDE DIAPHRAGM B , POST. ATTACHMENT PER DETAIL 6 & 7/S0.1 �.�..� I � i I - -:- I W 8. FOR ATTACHMENT OF EXTERIOR WALLS THAT X -- W TRUSS FG7 ABOVE I I N � TERMINATE BETWEEN TRUSSES SEE 6A S0.1 M N B W __ - --. I W. 3 6 B S 9. AT PORCHES 1 1W- �If �1 ao , , � � ,SEE DETAIL 2/S0. FOR FRAMING X AND HOLD DOWNS 'I I N � I " x L ._JL J I i LS un III ( )2x8 1 /1 N B S 3 6 \ , Vu / Q - III of X g !X N . H H N `./ I �- III t j -I B `J )2x8-1 1 SEE 1 /S0.2 III I Uj N IIIN __ $ I X IIL ( x � �� B � 2)2x6 SPF#2 -� ---='= ,v d _ FULL HEIGHT WALL O POST. I -- _ _-- -- �I �w I - -- - -- �-- 1 I I STRAP BEAMS TO POST 0o I III cfl _ X L I III I x N 2x12-2 2 w/(2)HTS16 (TYP) SS FG15 ABOVE L -J (3) / L----- HU210-4 III N -J TRU ,-. - -- =- N GARAGE PORTAL' FRAME, SEE 1/S0.2 i B B / -- SEE 1 /SO.2 - -- -- -- 9 FIRST LEVEL. 2)2x6-1 /1 ,, II SEE 3/S0.1 FOR WALL BEAM CONN. TYP SW: 3/6 I I FRAMING I CANTILEVER 6x6 SYP 2 P.T. POST w ABU66 UPSIDE DOWN # / (4)2x12 BEAM _ 5 PLAN HUC210 4 w//8 THREADED ROD. EPDXIED 6". 2' LOCATION S PAST POST ( ) II I DOII NOT SCALE DIMENSIONS FROM THESE DRAWINGS IF A DIMENSION 1S UNCLEAR REFER TO THE A CHITECTURAL DRAWINGS OR I CONTACT THE E.O.R. : : PLAN NAME r7 III GRAY RES FIRST LEVEL WALL FRAMING PLAN DESIGN/DRAWN/CHECKED II SCALE: 1/4" 1'-0" I, CS / BMB LAP DATE FRAMING NOTES: 05.03.17 1. FOR TYPICAL WALL FRAMING, SE DETAIL 2/SO:O 2. ALL BUILT-UP POST, HEADERS" BEAMS SHALL BEE FASTENED .PER 6/S0.0 SCALE 3. TOP PLATE TO STUDS w H2.5T 48" O.C. AS NOTED 4. TOP PLATE TO STUDS w/H2.5T 32 O.C. STUDS TO BELOW w/CS16 @ 32 O.C. LPA No. GRAY -17-00485 CONTROL No. � `3912 SHEET IL FFIC COPY S1.1 _ SHEET 6 OF O I �I I SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. ! FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)HA4 CONNECTOR. i7m 1 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0, (o u P o n t i g o a n d 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR IA S S o C I a t 2 S, Inc. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w QT PER MANUFACTURER'S SPECIFICATIONS. w/ QT 5. WHEN USING (2)HA4 CLIPS ON 1'/," WIDE LUMBER, 420 Osceola Avenue SO.a PLACE CLIPS DIAGONALLY ,� ACROSS DOUBLE TOP PLATE )a,X. Beach, Florida 32250 12 I 2X6` STRUCTURAL FASCIA. FROM EACH OTHER. i Pfi, 242-0908 Fax. 241-9557 sa.1 RAFTER RAILS, FASTEN TO RAFTER TAILS I ----1 5 SEE 5 SO.D TYP w/A35 ANGLE (TYP) FL. CA # 8344 SC. CA# 3579 / ( ) --- S0.0 I .AAA v/.:. xv • AA �P 4A . .b.. ,r \ / For Nallln a p � \/ SYMBOL: B 0 L. bw �y� °-s L) \/ \/ \/ _ _ _ p oo •s c —J See ,Sim son Catalo Catalog m N 5 8 A, 5 11 , /\ /\ /1 e -- or Gall 1-800-9 9-5 M I OT 28 9 099 a so.o / \ -.A8 \ I I cv r� c�I blOSON HHUS R46;. N h � For NaIIInIt X LC) �b SY 1< f L , QTY. 3 Luis A. Pontigo, PE LY FL PE#53311 2 HTS16 R1 f (�)HTs16 O SIMPSON THJA26 '� REVISIONS DATE to R20 I ' I I I !R1 f I I i R21 N 2x8 SYP#2 LEDGER.. .", Q 2 HTS16 w L I R1 ( ) _FASTEN W/ (7)10d , 1, r » —] 5 CD? 16 O.C. 1A1 11 N "IN I. I _ I so.a FG17 3PL� R15 nn -- _r I 17 � R1 FIELD ALTERATION 1 (2)HTS16 COf�TRACTOR SHALL CONTACT LOU P NTIGO & ASSOCIATES PRIOR TO 2x6 ANGLE BRACE. FASTEN TO n1 KING ANY STRUCTURAL FIELD P FR DIFICATIONS WHICH MAY VARY l f I' TOP P LATE & R 1 5 TOP CHORD FR M THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY _ w 3 10d TOENAILS FIELD ALTERNATIONS 2 HTS16- ) L ERNATI /( ONS MADE PRIOR TO I f f ( ) I BEIf�G APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ! I f 2x6 SYP#2 LEDGER. ADDITIONAL ENGINEERING OR f i I f INSPECTION FEES. 7 F1 - N FASTEN W (5 )1 Od @ 16 0. C. f I 2x6 STRUCTURAL FASCIA. f FLOOR TRUSS ®� __ _ I_._� FASTEN TO RAFTER TAILS r- I i � C� L._I _ / TO TOP PLATE , � j - � w A35 ANGLE (TYP) f IC f f I , w H 3 TYP I S0.1 VA I f 5 ry CD so.o (2 HTS16 a F2A I - ITII, - - - 2 HTS16 __ I LC ( ) I Ln I _ 54 54 I _(2)HTS16 II - U — o0 -. W r zUL 1 4 F2 3 R --L 50.1 II w _ _e , II 2 HTS1'6 �'= — -- — 2 HTS16 L c} ) i ( U iI 2'- 1 1 2 � z I so.o UJ FG7 2PLY F10 € In _ (2)HTS16 —_ 1 , — + I 8 R5 o v, cs� O � y _ I_ _._L _ II 6 F11 FLOOR. TRUS RAFTER RAILS ti I I I I ;TO TOP PLATE SEE 5 S0.0 TYP _ III w H3 TYP 2 I / ( ) I I S0.2 Lc , 1 2x10 P.T LEDGER INSTALLED - iFUL`L HE GHT WALL r i I OVER SH THING. FASTEN TO II I EIS 3 ' R 51 R t W L w 3 Y x5 SDS F12 X14- /( ) 4 _ SCREWS (5)10d Q 16 O.C. II I II 54 54+1 F1'2 d Lr, UC210 2 o i _ _ 2 HTS16 (2)HTS16 J: !, 7 x O (} — — -- — — — I TRUSS ROOF RAFTER NOTES. STRAPPING NOTES N __ y :; so.2 III r-, N FG15 - 2PL 1. STRAP. TRUSSES AND ROOF RAFTERS TO BEARING � -I- , - - -�-- 4 1 WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT _-_. 5 STRAP UNLESS OTHERWISE NOTED N So.O » F Lj-' Q FLOUR AND 2x10 P.T. DECK JOISTS �- 3 C� 16 0. C. TYP 7 2x6 STRUCTURAL FASCIA. So.2 1 FASTEN TO RAFTER _TAILS ROOF TRUSS SO.1 w/A35 ANGLE (TYP) FRAMING I FLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE _ ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R r�"PLAN NAME GRAY RES DESIGN/DR AWN/ HE C CKED i CS BMB LAP I DATE. I 05.03.17 SCALE AS NOTED LPA No. L FLOOR AND ROOF TRUSSFRAMING PLAN GRAY -17-00485 SCALE; 1/4" — 1'-0" CONTROL No. 3912 SHEET IC COPY 51.2 1 SHEET 7 OF g I I T DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER OF 'PLY'S & JACK (2)2x8-1/2 KING STUDS NEEDED JACK/ KING SUPPORT HEADER. Lou Pontis3 o and DESIGNATES THE SINGLE PLY HEADER 'Associates, Inc. 6S1 1 - AND & JACK KING STUDS NEEDED FOR SUPPORT HEADER, SEE DETAIL 4/S0.0, j 420 Osceola Avenue Ja'x. Beach, Florida 32250 --- BEAM OR TRUSS, SEE PLAN Ph. 242-0908 Fax. 241-9557 QUICK -TIE FL: CA # 8344 SC: CA# 3579 i G! LEGEND SHAPE DEFINES NUMBER ' I OF STORIES... I a�atuttettt ` LETTER 'DEFINES DIAMETERWtegtyeti 7 OF Q.T. WIRE ROPE ,y4tiagga • 6 �. -_ �_._.. _�.i �._.�..r.: _..._.-... �.� �.r.� _�_ _.V._ _.'''�y{gel f.,�j asou N I i `\i - ,,1."'.•49®M. 008®0:. � •'aA ..._ SHAPES: O ONE STORY QUICK TIE .�` .° ��N �.�•. '`•< N ITWO STORY QUICK TIE N r � I A �~ . , e THREE STORY QUICK TIE O FOUR STORY QUICK TIE ® -. LETTER: B 3/s` 0 QUICK TIE i G Ya 0 QUICK TIE ..�,. i 0 stis @ QUICK TIE ', 19MMMIritl►9 � I LU1s A. Pontlgo, PE ( ANCHOR LEGEND FL P E #5 3 311 _I I DESIGNATES SIMPSON HTT5w s I I ISI (2)2x6 SPF#2 POST. "" THREADED ROD EPDXIED 6„ /�" . REVISIONS DATE STRAP. TO WALL I I CS16 @ BASE BELOW w/(2)CS16 ( I WALL STUD SCHEDULE OF STUDS SEE NOTE #3 CS16 @BASE OF STUDSPLATE STUD SIZE SW. 3/6 I LOCATION HEIGHT & SPACING I 9'-1 2x4 SPF#2 @ 16" O.C. -_ EXTERIOR MAX # IIS ; _e____; _ r. EXTERIOR 10'-1 2x6 SPF#2 ®16" O.C: or TRUSS R 3 ABOVE MAX 2X4 SPF#2 ® 12" O.C. 10'-1 TO EXTERIOR 2x6 SPF#2 ® 16 O.C. � 2x6 ,.S (2)2x6 SPF#2 � ; 5 w a 4 -o, # FIELD ALTERATiOP4 FRAME WALL �-POST. STRAP TO\\ --WOOD- -----__JINTERIOR 102x4 SPF 2®16" O.C. CONTRACTOR SHALL CONTACT LOU STR P T TRUSSS0.1 MAX # �� PQNTIGO &ASSOCIATES PRIOR TO \ BELOW w 2 CS16 PER SCHEDULE z 1 B E LO (2)CS16_.I /( ) MAKING ANY STRUCTURAL FIELD 2X6 SPF#2 @ 6 / INTERIOR 12-0" 2x6 SPF#2 09'16' O.C. ) z MAX: 2x4 SPF#2 ®12 O.C.MODIFICATIONS WHICH MAY VARY O.C. BALLOON FRAME I FROM THE INTENT OF THE ORIGINAL I X Q STUn NATES! CONSTRUCTION DOCUMENTS, ANY WALL TO OUTLOOKERS N W I J FIELD ALTERNATIONS MADE PRIOR TO WOOD FRAME WALL a- N > 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE BEING APPROVED BY LOU PONTIGO 6 SEE DETAIL 2/S1.4 o PER SCHEDULE ASSOCIATES MAY RESULT IN m ( W 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ADDITIONAL ENGINEERING OR Q W CONTRACTOR MAY INCREASE STUD SIZE TO MEET INSPECTION FEES. ARCHITECTURAL REQUIREMENTS. In LO TRUSS R32 'ABOVE 3. SPF DENOTES N ) ) SPRUCE PINE FIR.. SYP DENOTES SOUTHERN (2)2x6 SPF#2 POST. YELLOW PINE. Cn STRAP TO BELOW 4. USE SPF#2 FOR ALL TOP PLATES AND SOLE PLATES. (l1 I ) # PER 4/SO' 2 5. FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE FOUNDATION PLAN FOR ADDITIONAL ANCHORS AT SHEARWALLS L: ., :. ; , ,.. ,... ... ., , 3 x6 SPF#2 POST. 3..2x6 SPP 2 ..POST. ,� .r,. ...,f _. .: --.,.. ( ) # O # X W STRAP TO BELOW ��� . -._ .. _ S RAP TO BELOW N ( GENERAL NOTES m N .. w/(2)HTS20 � 'PER 4/S0.2 1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD TRUSS R36 ABOVE ; .. SIZES AND SPACING. AT GIRDERS AND BEAMS PROVIDE STUDS BELOW TO MATCH BEAM GIRDER ' PLIES. W 3 2x SPF#2 POST. ( ) � � 2. SEE SHEET S0.0 FOR ROOF AND FLOOR TO TRUSS I I \ SHEATHING SPECIFICATIONS. \-STRAD I � y _ (, j BELO w/(2)CS16 __ __ _ _� 00 ILLI3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE N PLIES BEAMS HEADER AND STUDS FASTEN PLIES ( ) w77 C14TOGETHER PER DETAIL 6/S0.0 •, Cid ( d 4. INSTALL SOLE PLATE ANCHORS PER DETAIL I, I I L 2 Sa.O { I I TOP/�LATE TO KING. / c ri'tnc W C) 0 `r s 6. AT SHEARWALCS, PROVIDE DIAPHRAGM p , ATTACHMENT PER DETAIL 6 & 7 S0.1 \ � t�ELOW ER 4/S0.2 z / W �� T/1 TD �__ S TR A� �-o�-�,-�,-1�-� -_ � j � W 3 2 SPF#2 POST. _I � s. FOR ( ) # � I�� � Z R ATTACHMENT OF EXTERIOR WALLS THAT BELO w/(2)CS16 -1- � TERMINATE BETWEEN TRUSSES, SEE 6A S0.1 N STR TO BELOW... I� / � M SO.2 / ' 9; AT PORCHES SEE DETAIL SO.T F .� � AIL 2/ OR FRAMING TRUSS -R42 A OVE I w AND IA HOLD DOWNS ' - r j 1 V J l t, 2 2 6 PF 2 POST. CS16 @BASE O # a - 2x6 1 __-._ (2)2x6 1 1 ) S RAP I TO TRUSS OF STUDS 3/ II l B L0 w 2` CS16 SEE NOT #3 I� (I CS16 @BASE N • � I I X III OF STUDS N I p ¢ I W � r7 - 2)2x6 @ 12 O.C. B CV F- _ FULL HEIGHT WALL , c� 6x6 POST WITHI STRAP BEAMS. T © oo 'i I I w CS16 @ BASE X WALL FRAMING �POST w/(2)MST 2 co T ILII x OF STUDS N RACKET, SE S0.2 STRAPS (T N IIIL r-. J LL <� B 7FOR�7 SECOND 6x6 SYP#2 P.T. POST. FASTEN(2)2x6.1 /2TO POST BELOW w 2 CS16 CS16 @ BASE/O LEVEL SEE 3 S0OF STUDSSTRAPS (2 LOCATIONS) /: I, • I I BEAM CONN. (TYP) SW. 3/6 WALL / BRACKET, SEE FRAMING 2x6 SPF#2 16 O.C. BALLOON 2 SO.2 FRAME WALL TO OUTLOOKERS, LAN I- EE TAI j S DETAIL 2/51.4 I D ONOT SCALE DIMENSIONS FROM E DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE CHITECTURAL DRAWINGS OR i CONTACT THE E.O.R i II PLAN NAME GRAY RES D ISI /DRA GN WN CHECKED SECOND LEVEL WALL FRAMING PLAN CS BMB SCALE: 1/4" = 1 -0 - DATE 05.03.17 FRAMING NOTES: SCALE 1. FOR TYPICAL WALL FRAMING, SE DETAIL 2/SO.0 AS NOTED - FASTENED PER 6 S0,0 2. ALL BUILT-UP POST, REAPERS BEAMS SHALL BEE � LPA No. 3. TOP PLATE i TO STUDS w H2.5T 48 O.C. GRAY -1/-00485 4. TOP PLATE, TO STUDS w H2.5T 32 O.C. STUDS TO BELOW w CS16 @ 32 O.C. CONTROL No. I i 1_z 3912 SHEET 1 a i OFFICE COPY S1.3 III SHEET 80F 9 I I� I SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. i FRAMING PLAN NATES. 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)HA4 CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. L o u P o n t i g O a n d 4. FORTRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR IAssoC1ates, Inc. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT- w QT PER MANUFACTURERS SPECIFICATIONS. S. 5. WHEN USING (2)HA4 CLIPS ON , 1'/," WIDE LUMBER 420 Osceola Avenue r PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE Jax. Beach, Florida 32250 FROM EACH OTHER. , Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 I 1 I R I For Nailin y SYMBOL: I Le e :j LS41419Tpfllli !!!ld/gdjgg. I ( QTY: 2 �o V ®« e N ' v4� p11 .. I a 533 i I 1 _ � a SIMPSON HGUS26 2 �s � i _ ° o TRUSS ROOF RAFTER NOTES: STRAPPING NOTES •• %�T �n N For Nallln I SYMBOL: 1 STRAP TRUSSES AND ROOF RAFTERS TO' BEARING «raI.l p. +tans«® I _ ,c WITH 2 12d TOENAILS 8c 1 SIMPSON ` H2.5T UPLIFT 44 / , L � I A D S TY. 18,wl>� STR UNLESS OTHERWISE NOTED Q I 1 Luis A. Pontigo, PE FL PE#5 I SIMPSON HUS26 3311 2x6 STRUCTURAL FAS IA. BLOCKING ALINGED w/ I REVISIONS DATE FASTEN SYMBOL. FOr 'Nailing , TRUSSES AT 48" O.C. RAFTER RAILS N TO-RAFTER TILS 1 w/A35 ANGLE (TYP) I PER 1 /S1.4 5 SEE 5/SO.O(TYP) so.o I I QTY: 7 ---------------- S MPSON �SU26 (2)HTS1 Ii 23 2PLY —HT i �" 11 1 7 -1 r- U N a' (2)HTS16 � N jFIELD ALTERATION R 29 - __� _ _ COI TRACTOR SHALL CONTACT LOU \ O PC NTIGO & ASSOCIATES PRIOR TO \ �� MI4KING ANY STRUCTURAL FIELD C` 30 MODIRCATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY \ \ } FIELD ALTERNATIONS MADE PRIOR TO BEI G APPROVED BY LOU PONTIGO 6 2 \ ASSOCIATES MAY RESULT IN S1.4 \ R 3 2 ADDITIONAL ECT ON FEES. OR \ \ L H TS16 R33 C1141 /SET TRUSS TO INSIDE / L R34 S�.O FACE OF WALL AND + L. SEE DETAIL 2/S1.4 / L + + + +, m:H..+.. + + + + M (2)HTS16 / / ++++++++++++ +* (2)HTS16 ^ o D o • R36 +3F'+LY+ + + + + + l \� 3 H TS 16 __. _ __ w. (> . ;# 5 LU I EEI + + + + + .TT�C- _ - L 2x4 OUTLOOKER + + + + + (4)10d TOE I AILS L AT 24 O.C. � i 2 'EA. -SIDE U. W BLOCKING ALINGED w/ + » + + + —+ + FASTEN OUTLO W + TRllSSES AT 48 O.C. + + 2x4 BLOCKING BEIIWEEN OKERS 1 R39 + + + ++ .. EACH OUTLOOKER TO INTERIOR TRUSS PER 1/S1.4 0 S1.412 + w (5)12d TOENAILS. _7 + + + + + :+ + H2.5T Q EA. U R40 + + + + + + + OUTLOQKER � NOTE UA PLACE GABLE END TRUSS W + + TO THE INT. FACE OF '�r ' I PL + , ROOF W STUD SPACING ;.SEE SHEATHING BALLOON FRAMED WALL Ia M + + + + + FRAMING PLAN OR A AND FASTEN TRUSS TOP + += HTS16 + + SCHEDULE: AND BOTTOM CHORDS TO I BALLOON FRAMED WALL ...2x4 BLOCKING AT 48 O.C. _ STUDS w/ 2-0.131X3 / \ -BETWEEN GABLE AND F1«RST I _ INTERIOR TRUSS. FASTEN EACH NAILS AT EA. STUD. \ END w/(4) 10d TOEN� ILS. 2 HTS16 _� 1 i \ 12 ( > 4 / I 4 \ R44 : S /5\ Q 0.0 _ J R44 F , / 2 BALLOON FRA _ MED WALL. w/ GABLE TRUSS L9.LJ Q RAFTER RAILS \ S1.4 SEE 5/SO,O TYP a { 2x4 BLOCKING ALIGNED WITH COMMON TRUSS. A z 2x6 STRUCTURAL FASCIA. SET TRUSS TO INSIDE FASTEN E END GIRDER 2 IJ UROOF FASTEN TO RAFTER TAILS FACE OF WALL AND w/(4)10d TOENAILS TRUSS I. �� _ S1.4 J, PORCH CEILING SHEATHING w/A35 ANGLE TYP R BALLOON FRAME UP, COMMON ,FRAMING AT BOTTOM CHORD OF TRUSS SEE -DETAIL 2/S1.4 GABLE WALL TRUSS SEE 2/S0.1. PLA SHEATHING � N I _ _ — — — _ DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE M STA24 FROM ARCHITECTURAL DRAWINGS OR i CONTACT THE E.O.R. BLOCKING TO ROOF FRAMING PLAN I COMMON TRUSS , SCALE: 1 4,. 1'-0„ Al('LNAME H3 FROM GRAY RES BLOCKING TO DESIGN/DRAWN/CHECKED DBL TOP PLATE; CS BMB LAP DATE 05.03.17 1 GABL BLOCKING DETAIL SCALE AS NOTED �.4 LPA No GRAY-17-00485 CONTROL No. 3912 SHEET x OFFICE COPY �.. 51.4 I SHEET 9 OF 9 I li I