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SELVA LAKES CIR 646 647 & SELVA MADERA 2045 rnri aa.Y n r� TV lu Q }y. DN W FAN UP 3 R. _ _- ` ONLY W LU to HOME LINE ON SEPERATE LINE O 0 ELEGTRI GAL PLAN 50NUS RM � ELEC,7RICAL PLAN 2ND FLOOR n � • • Q O U� N m �i .Y � - f , 'LL - _t r - � w PAN ONLY I I 1 PREWIRE FOR • A GARAGE DOOR J, AN 1 OPENER Al�i/t.tSHCIOMBO �, TV CREDIT FIXTURE fr__ I / t I �� A HIRE d GAP ( I /- ��, . f mac, ,, _ ._ __ \ �ti � .�, _a` %' � - ~_.__.' _ -' "`✓�, wr.F V/ � N o r ,_ o itj) IL fill FLOOD LIGHTS �- Z Z GLEANING OVEN Q' Q (.®P26WV) o z ELEGTRI GAL FLAN IST FLOOR GONTi�01.... DATA . QA ,z I I /22/ci6 Ht a = SHEAR WALL5 NAILED ® 3" O.G. ® = SHEAR HALLS NAILED ® 4" O.G. ® = SHEAR WALL5 NAILED ® 6" O.G. -- — --�--�-� — 0 = HD5A OR MTT28 HOLDONN WITH—IN 12" OF END OF SHEARNALL5 (A5 NOTED). PROVIDE (2) 2 x 4's AT EACH HOLDONN LOCATION. I. FOR ALL 57UCCO/BRICK/LAP SIDING AREA FOR SHEAR USE 0.5.5. N/ SD COMMON NAILS AS NOTED. FOR ALL 4' X b' SIDING W USE 1/2" PINE 51DIN6 FOR SHEAR AND NAIL N/ 6D NAILS AS NOTED. 2. USE 1/2" X 10" ANCHOR 5OLT5 ® _4&_`__ -- - - - - - _ - - - 3. FOR ALL 5EARIN6 NALL FOR BOTTOM PLATE CLIP 5TUD5 ® 32" O.G. W/ TPP4.10-8D_I�lAIL5 (SEMGO OR EQUAL) 4. FOR ALL BEARING STUDS AT TOP PLATE USE _j (1) 7PP4 ® 521, O.G. 10-8D NAIL5 (SEMGO OR EQUAL) ( w 5. FOR ALL HEADERS USE (1) RTP1883(6 STRAP AT EACH END. N 6. STRAPS FOR GARAGE DOOR HEADER 5T22 STRAP AT EACH END. (SEMGO) OR EQUAL 7. FOR HURRICANE CLIP NOTES SEE CLIP DETAILS. 5. FOR DETAILS PLEASE SEE DETAIL SHEET Q. USE 5/8" X 6" RED HEADS ® 48" O.G. W/ 2" WASHERS EF LU FOR ALL INTERIOR BEARIN6 WALLS. 2" BOLT 5 8" SLEEVE I 0 V 10. FOR ALL INTERIOR BEARIN6 TRUSSES USE CLIP ON CLIP LIST z tu FOR ATTACHMENT TO THE TOP PLATE THEN AT TOP PLATE USE v Q USE (1) TPP4 AND FOR BOTTOM PLATE USE (1) TPP4 USE 5/8" X 6" REDHEADS ® 48" O.G. W/ A BEARIN6 FOOTING OF 8" X I6" W/ (2) #4 RODS GON'T. (I/2" BOLT 5/8" SLS — - - - - - - - - - - - - - - - - - - - J 11. ALL ROOF SHEETING TO BE 7/16" O.S.B. NAILED Q � AT 4" O.G. AT THE EDGE AND 12" O.G. N IN THE FIELD. 12. ALL BEARING STUDS TO BE 16" O.G. AND TO BE 5/P/F -1 UNLESS OTHERNI5E NOTED. NAIL 12D COMMON NAILS. 13. ALL HEADERS 6' OR LE55 TO BE (2) 2 X 10 W/ 1/2" PLY'N. ---- BET'N. FOR HEADERS OVER 6' USE (2) 2 X 12 N/ Un O 1/2" PLYK BET'N. UNLE55 OTHERNISE- NOTED. O u- 14. PLACE (1) 48" FLAT STRAP ® 48" O.G. lu FROM SECOND FLOOR TO FISRT FLOOR FOR UPLIFT ON SECOND FLOOR. -1 z FOR TRUSS BEAING POINTS UP TO U N I - T „ B „ c AN UPLIFT OF 1556# USE (1) \ • / Q m HDP2X SANIBEL STRAP) FOR Vy B ❑ N U S M o ( I THOSE BEAR I NC POINTS 11 11 L P P A N FOR TRUSS BEARING POINTS SCALE.- 1/4" = 1'-0" CIO W OVER 1556# AND UP TO - # I f--- IQa2 USE (2) T522 CLIPS dS Q Z AT EACH BEARING POINT 54'-0' ' SIDE OF TOP PLATE) W (ONE ON EACH _ 33'-8' 20'-4'ZD L4 - 11 FOR TRUSSES REQUIRING HORIZONTAL 21'-s• 2'-a• s'-4• MOVEMENT U5E (1) 5TG24 CLIP d FOR A MAX. UPLIFT OF 545#. ALL HURRICANE CLIPS TO BE SEMGO OR EQUAL I I ( ( 6' lo• x 20" tw C3) 10" X 20" W/ (.3) vs RODS CONT. THRID I STORY N RODS CONT. FOR 2 I I I SECTION STORY SECTION co �,t t � R�OR BEARIN6 I I THICKEN SLAB I In co POCMN& TO BE I EDGE 10'x16' W/ THICKENED SLAB I O O° X 20' 05 I i (2) #5 RODS CONT. EDGE 8'x8' W/ Q I ROVE GON. ( ( I #5 ROD CONT. LUm o MAX TRUSS UPLIFT FOR TPP4 0 32" O.G. ( ' ua EX ff rnn a5&# PER TRUSS — — — — — — — —13'-10' 8'- 1'-4' '-8' 71-0' coI SEMCCI OR EQUAL cu I r-- - - -- - - - -�—�\ II I o C3 \ \ I slur BOTH slvEs w/ I # NOTE• N �; \ \ I I b O.SD. NAIL • "' I II I s' oma. s I N z TRUSS # T-ct MUST Q50 TO FOUNDATION I SHIFT BOTH SIDE n n NAIL 3" O.G. BOTH \_ — — — — — — J FOR TRUSS T--�1 PLACE (I) I/2 X 10 I slur=s — — — I�- ANCHOR BOLT WITH-IN 6n o I ( I OF TRUSS. THEN PLACE TPP4 AT STUDS ON EACH SIDE OF TRUSS I `�' I I II N TO WITH STAND Ig22# OF UPLIFT I L - - -==J -- - - - - - - - - - - - - - - - - - J .� FOR TRUSS. 4' MONOLITHIC SLAB W/ FIBER- r' � cu MESH OVER 6 MIL POLYETH— __j N YLENE VAPOR BARRIER OVER —I `r CLEAN, TERMITE TREATED & COMPACTED FILL (TYP.) ;o I ( • I I r I - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - � z 4' Q LU z 3'-8' 8'-2' 12'-Q' 6'-4' 0 T v • ,r--,r--:-� �;,rte" _ . - _l ' \ 30'-2' 6'-4' 17'-6' IL v W 16 1995 74 T vE � -- _ lid 1oN�N� IL Building and Zoning . ��� N�NG� ej U N I T _ B No zv F '❑ U N D. A T I ❑ N P L A N SCALE; �! 1/4' _ 1'-0' Q = SHEAR WALLS NAILED o 3" O.G. ® = SHEAR WALLS NAILED ® 4" O.C. 27'-8' ® = SHEAR WALLS NAILED ® 6" O.G. 7'-2' 17'-8' 0' HD5A OR MTT25 HOLDOWN WITH-IN 12" OF END OF 5HEARWALLS (AS NOTED). FOR TRUSS BEAINO POINTS UP .TO PROVIDE (2) 2 x 4'5 AT EACH HOLDOWN LOCATION. AN UPLIFT OF 1556# USE (1) I. FOR ALL 5TUCG0/SRICK&AP 51DIN6 AREA FOR SHEAR USE '7/I6" HDP2X (SANIBEL STRAP) FOR O.S.B. W/ 8D COMMON NAILS A5 NOTED. FOR ALL 4' X 8' SIDING THO5E BEARING POINTS USE 1/2" PINE 51DIN6 FOR SHEAR AND NAIL I^l/ 6D NAILS AS NOTED. - - - - - - - - - - - - - - - - - - - - � 2. U5E 1/2" X 10" ANCHOR BOLTS o 4P$'-- O.G. 3. FDR ALL BEARING WALL FOR BOTTOM PLATE FOR TRUSS BEARING POINTS CLIP STUDS ® 32" O.G. W/ TPP4. 10-81P NAILS (5EMCO OR EQUAL) OVER 1556# AND UP TO to S}iIN6LE5 4. FOR ALL BEARING STUDS AT TOP-,PLATE USEI'ZIa2# USE (2) T522 CLIPS V U, (1) TPP4 0 32 O.C. 10-80 NAILS (5EMG0 OR EQUAL) AT EACH BEARING POINT Q 5. FOR ALL HEADERS USE (1) RTF15556 STRAP AT EACH END. -1 OF DES16N GOVENTIONAL FRA IN6 6. STRAPS FOR GARAGE DOOR HEADER ST22 STRAP AT EACH END. (ONE ON, EACH SIDE OF TOP PLATE) • (5EMG0) OR EQUAL Q — — — — — — _SL - — — — — — — — — 00 DOUBLE 2 X 4 TOP 1. FOR HURRICANE CLIP NOTES SEE CLIP DETAILS. C" SLOPED -� PLP.TES EACH SIDE �^ 8. FOR DETAILS PLEASE SEE DETAIL SHEET FOR TRUSSES REQUIRING HORIZONTALtu CLC, 3 I/2" BATT INSULATION i' AIR SPACE �� �� „ „ MOVEMENT USE (1) 5TC24 CLIP a 9. USE 5/8 X 6 RED HEADS 0 48 O.G. W/ 2 WA5HER5 : I SIDE ONLY FOR ALL INTERIOR BEARING WALLS. FOR A MAX. UPLIFT OF 545#. BONUS U S — 2 x 4 s o Ib o.c. 10. FOR ALL INTERIOR BEARING TRUSSES USE CLIP ON CLIP LIST D j} o D N ;� ROOM o N�' 0 CO 0o 4 " FOR ATTACHMENT TO THE TOP PLATE THEN AT TOP PLATE USE cry ¢J J o 0 o I LAYER 5/g FIRE RATED I I-A` 5/b FIRE RATED USE (1) TPP4 AND FOR BOTTOM PLATE USE (1) TPP4 - ALL HURRICANE CLIPS TO BE SEMCO L OR EQUAL LU a c) 17'2"X10'0" LL ~¢ -� -� N DRY1^IAI.L CONTINUOUS DRYKALL CONTINUOUS USE 5/8" X 6" REDHEADS ® 48" D.G. W/ A BEARING FOOTING ' w FROM SLAB To ROOF FROM SL TO 00 „ " # Q Z 8 CLC. =-• OF 8 X I6 W/ (2) 4 RODS CONT. V � — — — _ 2 x 4 PT. RATE Il. ALL ROOF SHEETING TO BE '7/16" O.S.B. NAILED o MAX TRUSS UPLIFT" [� o FOR TPP4 0 32" O.G. � _ -- AT 4" D.G. AT THE EDGE AND 12" O.G. ' �I v SLOPED . . . IN THE FIELD. CD-amu mu % ME ff rnm 958# PER TRUSS — — — — — — � 12. ALL BEARING STUDS TO BE 16 O.G. AND TO BE 5/P/F 3 _ UNLESS OTHERWISE NOTED. NAIL 12D COMMON NAILS. A FI MOD IED I 13.BET'H. FOR HEADERS OVER 6' S E((2)) 2 XIO I/2" PLY'W. 4 N Do I 12 N1 VP4 2 SIR. PARTY 1�lALL 1/2" PLY'W. BET`W. UNLESS OTHERWISE NOTED. PROVIDE A STORAGE 14. PLACE (1) 48" FLAT STRAP ® 48" O.G. m AREA IN THI5 AREA i U' FROM SECOND FLOOR TO THE FIRST FLOOR FOR UPLIFT. NOTE: - - - - - - - - - - - - - - - - - - - - -� TRUSS # TI MUST W TO FOUNDATION p FOR TRUSS TI PLACE (1) 1/2" X 10" lu CONSTRUCTION NOTES: ANCHOR BOLT WITHIN b o 0 7'-4' 20'-4' 1 . PROORAMABLE THERM05TAT ILO 5TND. OF �. THEN PLACE TPI AT STUDS ON EACH SIDE OF TRUSS 27'-s• 2. KITCHEN CABINETS TO BE CHALET ILO 5TND. TO KITH STAND IQ22# OF UPLIFT - 5. VENT RANGE TO OUTSIDE. FOR TRUSS. USE 48" FLAT STRAP • 45" O.G. o B ❑ N U S R ❑ ❑ M FOR CONNECTION OF FIRST FLOOR SCALES 1/4" = 1'-0" 2HR. FIRE WALL TO SECOND FLOOR Q m . a � 33'-8' 54'_0' BONUS ROOM OPT. ONLY � 15'-6' 7'-4' 6'-10' 4'-0' 8' - 6'-0' 9'-10' 2'-4' 3'-0' 5'-10' 23'-0' LLJ COORDINATE W/ 2168 1'-10' 4'-0' o?S z LAUNDRY ROOM WALL @ 2810 28 0 U L3 34' W/ CAP GL. BLOCK GL. B ❑CK W r -- 2-R&SH , x 8 . mi LLJ — — — KNEE USE 1/2" B/G 6RADE Hv <6 ' ANEL T SPACE I iv PLYWOOD TO CREATE CASUAL AN, WID a • 'x60' • _ - - - - _ - - - -- 'i R, ARDEN j CEILINC7 DIAPHRAME; DINING , HS �, a-th N r TIL bath ' TUB o� = 17'-4'----2`--4'--4-3/-4s -6' 2'-4' 3' 0' 1'-8' 1'-8' - - 4'-0' lanai co 9'4°x7'�" �'I l n of 9 CLG. — - - - - - - - - — C3 o - -�-• ASTER ILS UITE20' - 9' CLG. -- • 1 W L. 0 o CONC. R H N 1�'0"X11'4" �I WALK p \ TILE r0 G , N ;" 4'-10' 5'-2' 9'-10' 1'-8' 2 2' 3'-8' '-2 2'-8'I iU 0 JiL 6' TRAY CLG. — — �I CLOSET M 2'6' HDWE KITGF�N D,�W WALL 2'8' I O S R WMP-1217— — - ~) o AaINET'SILo KITCHEN — 2' . GARAGE Ld D w m 2,-5, 9110 �n TW I 129 coCLG.�" C, � I N In — 6068 SGD - WOOD � 2O`8'C20'O" a I • o v 1-R&SH \ WALL o o c� 2 4 CONC. I o - - - - - co t � — W/ woo 1 1 iv � � S `0 J� SPIFFY BOTH SIDES PV x ! N � cu Q J ¢ ?/16' 05.8. NAIL '° N r 1 N CAP N N % .O ¢ Uco • �. 5I N tU N 5 0 r� c) �o o @ q��6� .- O REF N 3 o - M BOTH DEs 2 0 2'8' - SHEET BOTH SIDES �y rd NAIL3" O.G. BOTH Z = ca i NAIL 3' O.G. BOTH 9,,n'p(� F - - - - - - - - - - - - - - - - - - o SIDES i w N °D SIDES •� NT RA TO �' �' r, • O T5 D 'LX1Z # • o B E R❑❑M '-6'� 3'-8' o 0 9' 4' _ 3'-6' 3�'-6' 3'-6' s Y 20'-6' °o i --- .3t' i CD BEDROOM # b 10'2"x10'0" o �� LIVING zW01417. '" I IN --1 'c' ~ __ 10'2"X11'4" 8' CLG. � 8' CLG. — - aQ- 8' CLG. N VINYL o CARPET 1-R&SH R❑G M DINING N I N G Z • CARPET i — — — — I m _ i' 0o 0O _ � % 13'6'x13'8' f O , 6 M O' l a T zo IM WALK I cn � I .a _ R❑❑M 3 • • 10 CLG, 9 CLG ' _.-- u1 IN I A '� =- o CARPET 12'6"X10'0" VINYL co�w CONC. M • o o CLOSET I x X (V o N ( -" a o N o 9' CLG. N o • N M v i N co CARPET ~ 3054 SH 3030 SH 304 SH of X-8' 8'-2' 3'-e' of I - — - '-4' C2 3 50 SH 12' CANTILEVER Z SHEET BOTH SIDES W/ WINDOW SEATUA Q ?/16" O.S.B. NAIL USE 1/2 B/G GRADE _ 3" O.G. BOTH SIDES PLYWOOD TO GREATS �r A GEILIN6 DIAPHRAME O O 2'-2' 8'-6' 2'-8' 2'-8' 2'-0' 8'-6' 4'-4' 4'-4' 5'-4' v -1 10'-8' 5'-4' 10'-6' 7'-2' 15'-6' 8'-8' 6'-0' 6'-4' .17•-6' 1L v W Z 11._ 33'-8' 54'-0' L SQUARE FOOTAGE - J U N I T „ B „ A/C U N I T B <1st FLR.> 728 ` 1 (2nd FLR.> 818 Z �I S _E _C ❑ N D F L._ ❑ ❑_ R_ P L A N F- I R S T F L ❑ ❑ R P L A N SUB-TOTAL 1546 SCALE' — 1/4" = 1'-0' SCALES _ - 1/4" = 1'-0" PORCHES/DECKS 150 GARAGE 442 TOTAL 2138 BONUS, 220 Q . . 12 12 11N� • aL. 18'-7' 2nd FLOOR BEARING 11..1 N -i z °D W WOOD p Z. TRIM 4x8 VERTICAL V 1L! —''! SIDING Q 10'-6' 2nd FL FINISH FLOOR Ul 24" --� �j STUGGO 9'-1' BEARING Q RETURN _� WOOD �— 4x8 VERTICAL TRIM N SIDING ❑ ❑ o LL DE - 1 � 0 O 1st FL FINISH FLOOR APPROX. GRADE U N I T B U N I T R I G H T E L- E V A_ T 1 N R E A R E L E V A T 1 N SCALE: 1/4" - 1'-0" SCALES 1/4 = 1'-0" W Lo {� - � LLJ 12 FIBERGLASS 12 7 /- SHINGLES . 7 4x8 VERT, SIDING (SIDES & REAR) STUCCO KEYSTONE WOOD BANDING (SIDES & REAR) 111 FALSE BUILT- — n _ UA OUT BALCONY -� LIGHT TEXTURE -- STUCCO / l� (FRONT ONLY) .G =_ — �. _ BONUS ROOM CLG. LJJ STUCCO FRIEZE I I I { (FRONT GABLE ONLY)Li { { 4' STUCCO TRIM _� ( { ( { (FRONT ONLY) I I I { { STUCCO { 10'-1' BEARING { { { BANDING I Z 8'-1' GARAGE BEARING (� - — — -' — BONUS- RM, TRUSSES STUCCO W/ 6' BOTTOM CHORD COLUMN rr_ 4 X B VERTICAL E=1 ci 51DIN6 t FL FINISH FLOOR APPROX. GRADE Q Ld O 0 O rr r � v U_ N I T Br U N I T B 1L v L E F T E L_ E V A T 1 N F R O N T E LL E V A T I [I' -- : NIHL = � SCALE= 1/4" = 1'-0" SCALE; 1/4" = 1'-0° ~ 0 _.l zv 11 P T B El N U S R ❑ ❑ M E ' L E V A T I [I N S A O . I lu LUo lu " Z o w sW < < I PROORAMMABLE THERMOSTAT � N � o lu tL -A T B ❑ N U S R0 M E L -E C T R I CP L A N SCALE: 1/4' = 1'-0' Q • p -� � 06 ¢ z U W F___4 ro 0,7 - - - - - - - - - -r I � I II I i I FAN/ o I I i i Q LIGH TEL � - - - - - - - - - - -� 11...I � - - - - - - - - - - - � 3 IY .111 TEL - - - - 1lJ m jr dt TG �� I W TO BELOW ABOVE VENT RANGE TO qp # ,Z' ll� DL FI 00 VP TEL db db0 o LH U N I T „ B „ U N I T B . S E C 11 N D F- L [I [I R F- I R S T E v �J)E L < __--E C T R I C _ P L A N E E E • C_ T R I C P L A N ° � v SCALES 1/4' = 1,-0. SCALES 1/4' = 1'-0' «�--'-•----•-��+_...ter.-�.-..>-.�+.�-..-_.�'�-" ^'+T ,. _ _ ____ _-_. .. ..... - _. _- _ _ _ .. _. _ _ _..... .. .. ,. _ - r. . T } NOTE: FROM TOP OF.BLOCK TO TOP OF NOTE, FOOTING SHALL NOT EXCEED 4'8". #4.VERTICALNOTE= I 2x4 OR 2x6 STUDS' - REBAR AT;ALL CORNERS 2'x2'xl/8' WASHER 14 f 2'x2'xl/8' WASHER #4 VERTICAL ALTERNATIVE � v REBAR AT ALL i —P.T. 2x4 .OR 2x6 u. u, P.T. BOTTOM PLATE 2'x2'xl/8' WASHER CORNERS #4 BAR @ 48' 14 z {OTE b" X 1/2" ANCHOR BOLTS D.C. VERTICAL . P.T. BOTTOM PLATE n (SEE 6RAPH ON PAGE W/ # 4 DOWEL I (4) FOR ANCHOR BOLT SPACING I6A FOR SPAGINS) INTO SLAB e COLR5ES OF 5E1: CHART FOR ANCHOR BOLT SIZE - y$� v BLOCK ARE bx6-10/10 W.W.F. OR SYNTHETIC FIBER FOR TRUES SPANS OF 50 00 cn 48' O.C. OR d SPACING SEE CHART +#O ' a II. «4 REBAR VERTICAL. SERTLl 2I DIA. Its 0) O 2'6" WIDTH CONTINUOUS OR MORE ONLY l 0648BEND AT�BOTTOM )IE AROUND PERIMETER b X�b - 10/10 W.W.F. FOR TRESS SPANS OF 50 > I EMBED GAR b' W/ 12' LONG ._�_ _ O 26 WIDTH CONTINUOUS Y BOLTS @ 48' O.C. • OF.TOP INTO FOOTING BLOCK COMPACTED FILL _ _ o � _ %7- I_II � — —�_ _ 45 DEG. (MIN.) z 8 CMU STEMWALL 8' CMU STEMWALL I I T N I( _ W/ ALL CELL (L • - W/ ALL CELL l 11=I( =1 #4 REBAR VERTICAL I L' CONCRE E FILLED L CONCRETE FILLED I — llI @ 48 D.C. W/ MINIMUM 6" BEND o TOP al BOTTOM I (•— AD RODDED _ • COMPACTED FILL II _ — I I i I II— I I N z — ll. � II — l Izo FL 4 I I( I (2) 04 REBAR FOR ONE STORY , (2) *4 REBAR • (3) #4 R®AR FOR TWO STORY V z (� K AROUND PERIMETER dl BENDOUTSIDE o *4 REBAR D I AROUND PERIMETER OPT. BRIG LEDGE REINFORCING BAR � • G BEND OUTSIDE AROUND REBAR. METER 5' (_ONE 12' 25'25' AT CORNER _ — _— O 4 — J REINFORCING BAR NOTE= FORA s ( -=d— 25' AT CORNER 16 TWO STORY USE .; Q d Q ( ATE _ ( TWO STORY ) _ (5) *4 REBAR < ONE STORY ) T O (5)4REREBAR°72Y tiSE 201 IL ( TWO STORY ) W ' l 1 FOOTING DETAIL FORLu C ONE STORY ( .TwoDRY > MONOLITHIC CONSTRUCTION STEM WALL at Q FOOTING DETAIL FOR GARAGE DETAIL ` a STEM- WALL CONSTRUCTION o (2) 2x6 TOP PLATE (2) 2x6 TOP PLATE NOTE: IF STEMWALL 15 LESS THAN THREE BLOCKS FOOTING MUST BE A.TWO STORY SIZE I I HEADER DOOR GARAGE DODR 11I T©.ADD DEAD WEIGHT HEADER STRAP FOR UPLIFT STRAP FOR UPLIFT _J i CONCRETE FOOTING 8' CONCRETE BLOCK l 2'x4' P.T. PLATE II CONTINUOUS 2x4 SCAB I I 2x4 STUDS @ 16' D.C.- II Q FROM TOP TO BOTTOM I L ) 2x6 (3) 2x6 FULL LENGTH• \ CHORD TO SERVE AS (3) 2x6 FULL LENGTH � 0 NAILER FOR X-BRACING <2) 2x6 UNDER ci <2) 2x6 UNDER O b' ON CENTER ( ) 2x6 FULL LENGTH GARAGE DOOR GARAGE DOOR t�- BOTTOM CHORD OF HEADER HEADER GABLE END TRUSS l ) 2x6 UNDER GARAGE (3) 2x6 NOTCH (I O NOTE, Q l OR HEADER INSIDE STUD FOR HD-5 D DOUBLE TOP PLATE 5 2x6 7/16'' O.S.B. NAILED ON GARAGE CEILING 'IF NOTED' • ems• _ I12" THICKENED SLAB AGR05�' I ( FOR 12' RETURNS NAILED PER FLOOR PLAN 000GARAGE DOOR OPENING USE EXTRA STUDS 12d NAILS @ 8' O.C. e I NOTE: (I TO FLOOR FOR BUCKS (3) 12d NAILS a _� I 1/2' PLYWOOD EACH _ SIDE NAILED AT 3' O.C. ALL EDGESBOTTOM CHORD OF 'COMMON TRUSSES8 24' O.C. PROVIDE'GLI I P.T. 2x6 PLATE ANCHOR MUST HOLD A I( ANCHOR MUST HOLD A NTH A MINIMiJM I MINIMUM OF 5'100*FOR P.T. 2x8 PLATE I I MINIMUM OF 57000 FOR 10 P460 0 FOR 101"LATE HEIGHT OF 400 LBS l ANCHOR MVST HOLD A OR 4600» FOR b' OR 4600~ FOR 8' OR 46 HEIGHT OF SHt:AR ( � I MINIMUM OF 5'T000 FOR PLAT: HE161iT - ` • 4D'OCKIBETYiaB4- l OR 46000 FOR D' 4' CONCRETE SLAB I I 4' CONCRETE SLA)1 (3) 12d NAILS GABLE END TMJ53 l PLATE HEIF+Ffif AND FIRST 60t•*4014 •e CONTINUOUS 2x4x8' TRU35 (2) #4 iN BLOCK CCLL5 — — — — — — (2) x4 IN BLOCK CELLS ' _ 02 SYP LATERAL l 22 6ARA6E AT ALL CORNERS � `. AT ALL CORNERS— BRACE e 48 O.C. OPENv — ` L - - - - - - - - - - - DOOR ING ISOMETRIC ❑I- LATERAL -CONCRETE FOOTING CONCRETE FOOTING , ANCHOR MUST HOLD MINIMUM OF L a J j THICKEN SLAB AGRD55 ( TWICE OAB ACROSS V 1 ABLE END 5'I000 FOR 10' PLATE HEIGHT EDGE OF oPEN11hS BRACE TO G OR 4600+ FOR b' PLATE HEIGHT LLJ TRUSS PLATFORM FRAMING GARAGE DOOR ELEVATION GARAGE DOOR ELEVATION DETAIL at A/A RETURN OF' 12 " 4R LESS GARAGE DOOR OPENING FIBERGLASS ROOF SHIN&LE5 F16ER6LA55 ROOF SHINGLES 'x*22" MIN ONLY IF BEING USED FOR A SHEAR WALL** '1/Ib" O.S.B. ROOF SHEETING 'i/I6" O.S.B. ROOF 5HEETIN6 BLOGKIN6 REQUIRED OVER 15 L55. FELT OVER 15 LB5. FELT 2X4 BLOCKING @ BETWEEN OUTRI66ER5 PRE-ENGINEERED TRUSSES SHEATHING JOINT HURRICANE CLIP PRE-ENGINEERED TRUSSES 4' FROM GABLE 2x4 OUTRIGGER H-2.5 OR EQUAL ® 24" O.G. 4'F 0 24" O.G. ® 48" O.G. SEE CLIP DETAIL FOR MORE INFO. SEE CLIP DETAIL FOR MORE INFO: # 7/16' STRUCTURAL U-HANGER 2x4 BARGE ROOF SHEATHING RAFTER CONT. 2 X 4 DOUBLE TOP PLATE 2 X 4 DOUBLE TOP PLATE' Z I1J I X 6 FACIA BD. W/ METAL EVE DRIP I X 6 FACIA W. W/ METAL EVE DRIP { lu — SHINGLE STRIP 2 X 4 5UB-FACIA R-50 ATTIC INSULATION 2 X 4 SUB-FACIA, R-50 ATTIC, INSULATION ^ FASCIA (1) TPP4 OR (1) P5524 CLIP AS NOTED USE (1) TPP4 OR (1) P5524 CLIP AS NOTED 5/8 SHEETROGK 5/8 SHEETROGK 2x4 X-BR E (10-8D NAILS) SEMGO OR EQUAL (10-8D NAILS) 5EMG0 OR EQUAL VENTED PLYWOOD SOFFIT @ 8'0' O.0 TOP CHORD OF 3/8" VENTED PLYWOOD SOFFIT GABLE END TRUSS l DROP 3 1/2' I X 2 PT R-11 EXTERIOR WALL INSULATION I X'2 PT R-II EXTERIOR WALL INSULATION 2'-0' MAX CONT. 2x4 SCAB 2x4 SCaB l ° FROM TOP T❑ '1/Ib" APA APPROVED O.S.B. SIDING A5 SPEGID ''i/I6" APA APPROVED.0.5B. SIDING A5 5PEGED CONT. TOP ❑ I BOTTOM CHORD 4' X 8' VERTICAL SIDING FOR SHEAR 4' X 8' VERTICAL 51DIN6 FOR SHEAR DO(� S=MINIE3 AT EA BOTTOM @ X-BRACING DOUBLE STUDDING AT EA END OF A SHEAR. WALL CHORD @' (PROVIDE. END OF A SHEAR. WALL #5 ROD RUN IN FTG. I' THE TURNED in FROM GAB ADDITIONAL 2x4's #5 ROD RUN IN FTG. I' THE TURNED (1) MTT2& OR (1) HD5A HOLDOWN O UP THRU BLOCK AND INTO SLAB I' ! AT VERTICAL IF (AS NOTED)MTT28 OR HDSA HOEDOWN • UP THRU BLOCK AND INTO SLAB I' EACH END OF SHEAR WALLS Q 12d NAILS ( HIGHER THAN 48', EACH END OF SHEAR WALLS TYPICAL AT l SHAPE) AN 'L' (1) TPP4 CLIP AS NOTED (I) TPP4 OR (U P6522 CLIP A5 NOTED 4" CONCRETE SLABLu (5EMCO OR EQUAL) W W M. Q X-BRACING 4 CONCRETE SLAB - . 2x4 SCAB I (SENIGO OR EQUAL) W W.M. _ FOR ANCHOR BOLT BPAGIN6 � b MIL VAPOR BERRIER I VERT. WEB I FOR ANCHOR BOLTS SIZING b MIL VAPOR BERRIER SEE CHART p- NOT PRESENT AND SPACING SEE CHART ON 16A c 5" MA50NARY STEM WALL W/ cu BOTTOM CHORD OF FILLED CELLS (2) #4 REBAR AROUND v ' GABLE END TRUSS (2) #4 RODS ' --I PERIMETER BEND. COMPACTED, TERMITE TREATED l l CONT. 2x4x8' #2 SYP CONT. THRU FOOTING COMPACTED, TERMITE TREATED OUTSIDE BAR 25" GLEAN FILL DIRT IL v (2) 2x4 TOP PLATE AT CORNER = f � LATERAL BRACE GLEAN FILL DIRT V / @ 48' O.C. 2x4 STUDS @ 8" X Ib" CONCRETE UN$RAGED LENGTH OF X-BRACING MAY ,n 1.L NOT EXCEED 10 FEET. IF 2x4 BLOCKING @ 16' D.C. FOOTING _ V I T 1.EN6HT DOES EXCEED 10 FEET, 48' O.C. BETWEEN T ADDITIONAL"SCAB IS REQIUIRED. GABLE AND FIRST V r lh TRUSS , \ _ CLIP @ 48 O.C. FOR STUCCO APPLIGATION5 7nb" OSB. MUST 8R RUN FOR OW APPLICATIONS 1/I6' 0.5.8: MUST SR RUN z v CLIP MU5T PROVIDE HORIZONTAL. IF STUCCO APPLICATION IS HORIZONTAL. IF STUCCO APPLICATION IS A MINIMUM 400 LBS. BEING USE FOR SHEAR THE WALLS MUST BEING USE FOR SFEAR THE WALL5 MUST OF SHEAR. BE BLOCKED AT THE asm. JOINT. BE BLOC <M AT THE 0.58. JOINT.. IF ITS NOT A SHEARWALL CLIP MAY BE USED. 1F ITS, NOT SHEARWALL CLIP MAY USED. PLATFORM GABLE END -rY�. �LL 17ET'AIL. OFT. MONO L l7 't'AIL: If Cal i OIt b f � b % r- 2t S E't_v /Yj 0 ER,09 CT'• L o?- 76 AZ ;r* U�uiT. ,Ov vy� Cv- i�cA• - StigG�'%/'sem pG.�piV �o E'GG/ti+t,.�o�. .- f'� AAA0.4*,P S. GENERAL (VOTESlO. WHEN TRUSS DETAILS ARE ATTACHED 30. WHERE CEILING JOISTS FRAME WOOD SIDING AND TO PLANS, DELETE INFORMATION AT RIGHT ANGLES TO RAFTERS, r ? — FLASH INFORMATION REGARDING CONVENTIONAL ROOF PROVIDE 2"x4" TIES AT 48" 0.C. -ROLOK SILL - FRAMING. FOR FOUR (4) JOIST BAYS , AND ROUT FILL PROVIDE SOLI BRIDGING UNDER. 2O. WHERE CONCRETE BLOCK ADJOINS —FLASH ` BRICK VENEER AT CORNERS, O RICK INSERT 1-*4 ROD (VERT.) IN EACH CELL, O 3" M. WD. BM. WAINscoTE BRICK WALL FROM FOOTINGS, AND FILL CELLS WITH CONCRETE « I„ sit 3 X42 X a LS 3-2"x 40 STUDS,w12"GAP •.'!: 2"X4"SUDS CORNER TEE BEAM OVER ftu4?I6"/24"O.C: El 2"X 4" TIE 2`X 4"STUDS e 16"O.C. CEILING JOISTS 16'-0" OPENING 2-'*4,VERT.,INCONC. SOLID BRIDGING SEE= ROOF 8i EAVE DETAILS 2"X4"(P.T.)STUD 2"X 4"NAI LER AT RIGHT j FRAME WALL STUDS Q CV 146" - "O.C. INTERIOR WALL TO - EXTERIOR WALL NOTE: SEE No rE # (ABOVE) SPEC/AL NOTE : ALL FRAME CONSTRUCT/ON SHALL HAVE COMPOSITION SHINGLES DIA GONAL BRAC/NG -OR- SOL ID SHEET/NG 2-2'x4"PLATE ---r 15 ROOFING FELT -- 2"X 8"RIDGE BD. AT CORNERS. ® 2"X 6" RAFTERS @ 16"0.C. 2" PLY W�D ROOF DECK COMPOSITION SHINGLES INSULATION --- r----- ^ - _--- - � - PLYIND SOFFIT � 15#ROOFING FELT FIN. WALL W/SCRINED VENT < 1"x6"COLLAR t? 48"0.C. 2"x 4"STUDS N ROOF BRACING ZPLYW'D ROOF DECK @ 16"O.C. -� FINISHED 2 x 4 48'b-C. (MAX. ) HURRICANE CLIP SIDING PURLINS EA. RAFTER Pool- 2`k 4"SOLE INSULATION BL'DG. FELT CLG. JSTS. CZ 16 O.C. --- ---��� SUB-FLR.— (SEE FLOOR PLAN FOR SIZE) l MTL. DRIP FLR. JSTS. 2"x JSTS HEADER 2- 2"x4" 1-2"x 4" - -----� "DRYWALL --_-- CRIPS SEE FLOOR PLAN y) PLATE PLATE " �_ ___ 2"x ✓STS BLOCKER 2-2�c 12 INSULATION HEADER 2-2 x4"PLATE 1"x 2"(P T) ® DRIP, BLK.F FRIEZE a INSULATION SAME HDR -BOXING DETAIL AS FASCIA SHOWNINT. WALL FINISH E� DOORS OPENINGS 2"X 4�� 2��x 4`� I AT R/GHT "5.R" , ! ® LPLYWD SOFFIT STUDS STUDS I � � ' ' DRYWALL �D „ WINDOW UNIT W/SCR N D VENT c� 16 O.C. 024 O.C. (CAULK ALL ABOUT) 2x4 STUDS " NOTE SEE FTG. /FDN. PLAN PAGE ��C'O' ALso SEE @ 16"O.C. ® FRIEZE CASED -- Em 2-2"X8 of aD INT. WALL INT WALL NorE_6 (AaovE) INSUL. BD. ® BRICK TIES HDR.BM. � FINISH " FINISH INT. SILL 0 16"O.C.(VERT.) (SHOWN) (DRYWALL) (DRYWALL) (NAILER) .> /-RO"LOK SILL ® 8� 32'O.C.(HORIZ.) " INTERIOR OPENING I rANCH.BOLTS ---y 72"O.C. T H R U FIN. WALL-� TJ 2"x 8" DETAILS i 2-2"x 4" GROUT FILL 2"x4!'(P.T.)SOLE -� SILL PL. BRICK (8��x2"x4") SL. GL. DR. i FRAMING ® VENEER TRACK ! "t-" I FLASHING NOTCH I 9m (UNDER) (AS REO.) X 4 (P.T.) 2"x 4" P.T. 4" BASE SLAB 2" " ( ) I��AIR SPACE I-� SOLE SOLE I a 4�� FLOOR i CONC. SLAB SLAB - 7 i ��j ROLOK SILL CURB _ NOTE: W/6"x6"x IOWM. ----- I (PITCHED) — SECT/ON a DETAIL __ SIM/LAR EXCEPT a I FIN. FLR - - - --- � A �' uo i a: �: • :. :'c. ,� •. '.o: .': v. a. :-, cs.•:.a• v..: ;,00. �,•.c; a• •a••..:•,a.a•:c`; AS SHOWN a. .o. q,a. . •. •d: ::I . �SLAB 1 . _ WEEPS +► , b.; _ T—. ® "O.C. WW NAT. b r:'Q' s ao .< i VAPOR � 48 a W J _ A . ° a. o.. M BARRIER << W/FLASH y W GRADE kj 2- 4,CONT. COMPT. a': s N FILL a:a' ' : a: s (VI ? '4 I — c o 2 , �� a . 2 4, CONT. a v•:a.:.•9.. _ �. a•.: ..Q- 1'-4 -- -- THICKENED SLAB LOAD BEAR/NG NON-BEARING " 3 I 8 SL'D'G GLASS DOOR DETAIL 1 " I, 8" DETAILS INTERIOR WALL SECTIONS NOTE : VEG. 8 BUG PO/SON SOIL UNDER ALL SLABS WALL SECTION THRU WINDOW TYPICAL WALL DETAIL Standard Brick Veneer W OF w h 8•• W J 10 woe 00 I /8' '� .B2iC• "� S CO.uG' .561C. OAU B 7c 20 W SZ- oo-S Co,�-9-- ~ Z Xt t co 0 0 z i z O cc ° g 10 lo /ATG• w/ p N O I I I J o� I � " Cv,vc. 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