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Selva Lakes Circle 699 • n 0 111 lu N 7. F- z O v 12 V W 7 Q N K O 4x8 VERTICAL fQ 10'-1' BEARING - __ SIDING 24' STUCCO o RETURNO 8'-1' BEARING (-U-4 U1 ' 1x4 TRIM r� BOARDS ❑ (TYP.) cy _ 4x8 VERTICAL 4x8 VERTICAL SIDING SIDING � FINISH F - APPROX, GRADE o In Q 4i U N I T „ A „ U N i T „ A „ W TT t R i G H T E S E �/ A T l ❑ N R E A R E L - E V A T I N , Wo � SCALE: 1/4" — 1'-0° SCALE. 1/4" = 1'-0" O W 111 • � O L[1 FIBERGLAS m SHINGLE _ In ROOF 12 Q�0 TEXTURE 7 STUCCO 24' STUCCO — RETURN 4' STUCCO 10'-1' BEARING 1' TRIM ly STUCCO \� _ — �- COLUMN �' .� _ 8'-1' BEARING �- 1x4 TRIM 0 BOARDS CTYP.) Fp] � � � ( - 171 © aoLL==joco =' ❑ ❑ ■ ❑i ❑ ❑ ❑ cl ❑ oma ❑ oao ❑ 4x8 VERTICAL FOa 11 FrF Lil I SIDING o FINISH FLOOR � � Z APPROX, GRADE D OT U N I T " A " U N I T " A " v F E E T E S E `✓ A T I 0 N E R E N T E L E V A T I El N = SIL SCALE; 1/4" = i'-0" SCALES � 1/4" = 1'-0" <� � � Zv I = SHEAR WALIr5 NAILED ® 3" O.G. ® = SHEAR WALL5 NAILED ® 4" O.G. EDGE NAILING 12" FIELD NAILING. ® = SHEAR WALL5 NAILED ® 6" O.G. = HD5A OR MT5275 HOLDOWN WITH-IN 12" OF END OF SHEARWALLS AS NOTED). PROVIDE (2) 2 x 4's AT EP,CH HOLDOWN LOCATION. I. FOR ALL 5TUGCO/BRICK/LAP 51DINC7 AREA FOR SHEAR USE 7/16" PREHIRE FLOOD LIGHTS O.S.B. W/ 8D COMMON NAILS AS NOTED. FOR ALL 4' X 8' SIDING USE 1/2 PINE SIDING FOR SHEAR AND NAIL W/ 6D NAILS AS NOTED. // — TEL — — — o HW 2. USE 1/2" X 10" ANCHOR BOLTS ® __4,5"_ O.G. 3. FOR ALL BEARING WALL FOR BOTTOM PLATE i CLIP 5TUD5 ® 32" O.G. W/ TPP4. J�SD NA i L5 (SEMGO OR EQUAL) 4. FOR ALL BEARING STUDS AT TOP PLATE USE i/ ( I SEG. MA (1) TPP4 ® 32 O.G. 10-8D NAILS (SEMGO OR EQUAL) / I I 5EJ P � 7 5. FOR ALL HEADERS USE (1) RTP18836 STRAP AT EACH END. PRE-WIRE 6. STRAPS FOR GARAGE DOOR HEADER 5T22 STRAP AT EACH END. j I I 7 I I --� �' ONLY (5EMG0) OR EQUAL / 7. FOR HURRICANE CLIP NOTES SEE CLIP DETAILS. /�' ;NLY ( 8. FOR DETAILS PLEASE SEE DETAIL SHEET Q. USE 5/8" X 6" RED HEADS ® 48" O.G. W/ 2"' WA5HER5 ( I G/ `J W FOR ALL INTERIOR BEARING WALLS. (I/2" BOLT 5/8" SLEEVE) I I / INSTGARAGE A DOOR 10. FOR ALL INTERIOR BEARING TRUSSES USE CLIP ON CLIP LIST / OPENER FOR ATTACHMENT TO THE TOP PLATE THEN AT TOP PLATE USE i I I / / FAN 11 PREWIRE FLOOD LIGHTS USE (1) TPP4 AND FOR BOTTOM PLATE USE (1) TPP4 z USE 5/8" X 6" REDHEADS ® 48" O.G. W/ A BEARING FOOTING j I / — — / / j OF 8" X 16" W/ (2) #4 RODS GON'T. (1/2" BOTN 5/8" SLEEVE) I — — — — _v TEL 11. ALL ROOF SHEETING TO BE 7116" O.S.B. NAILED i D _ I FAN i v AT 6" O.G. AT THE EDGE AND 12" O.G. - V IN THE FIELD. 12. ALL BEARING STUDS TO BE 16" O.G. AND TO BE S/P/F UNLE55 OTHERWISE NOTED. NAIL 12D COMMON NAILS. 13. ALL HEADERS 6' OR LE55 TO BE (2) 2 X 10 V4111:2" PLY'W. I TEL _ ----- BET'W. FOR HEADERS OVER 6' USE (2) 2 X 12 W/ 1/2" PLYK BET'W. UNLE55 OTHERWISE NOTED. ► I I FOR TRUSS BEAINC POINTS UP TO i1 rl I — _ _ _ —` WP AN UPLIFT OF 1556# USE (1) SSG PAD n���opo IL HDP2X (SANIBEL STRAP) FOR THOSE BEARING POINTS � FOR TRUSS BEARING POINTS 1 OVER 1556# AND UP TO '---- F PREHIRP FLOOD L16HT5 I,::ici2# USE (2) T522 CLIPS PREHIRE FLOOD LIGHTS AT EACH BEARING POINT U ' N I T (ONE ON EACH SIDE OF TOP PLATE) A g E L E C T R I C P L A N 7kn 1 FOR TRUSSES REQUIRING HORIZONTAL SCALE. 1/4° MOVEMENT USE (1) 5T024 CLIP FOR A MAX. UPLIFT OF 545#. o � 70'-0' ALL HURRICANE CLIPS TO BE SEMCO OR EQUAL W 8'-4' 3'-8' 5'-4' 10'-6' 6'-0' 4'-0' SHINGLES _ 2'-8' 2'-8' 4'-2' 1'-10' C-) Z ---E5L7 40' \ WALL ~ ROOF DESIGN COVENTIONAL FRA INC �, 2'D• W/ GL. ENCL. 4 40 W GL SS 3 ' DOUBLE 2 X 4 TOP BL CK G TE PLATES EACH SIDE cu = 1-R&SH = cv — { I" AIR SPACE N _� - - - - - - - I - - - .� I = o � �' Hw 3 1/2" BATT INSULATION -- — '� =I `U "' — _�) SIDE ONLY i M I 1— — — — — — — --( I WALK �'' `r o SHEETING MUST 60 2 X 4 STUDS 0 I6 O.G. I IN IN BEDROOM #2 m �' cu CLOSET o I 1W WAP 10'0'X12'0' aJ ROOF GK TLI TO THE UNDE-IR DO 8' CLG. WALK = IJ CREATE A DIAPHRAGM I LAYER 5/8" FIRE RATED I t o o IN I06 I LAYER 5/8 FIRE RATED DRYWALL CONTINUOUS I ( I <2) 2'8 bath N �' CLOSET N ( o DRYWALL CONTINUOUS ( I I I MIRR, B.P. 0 3'-8' 2'-8' 3' W m FROM SLAB TO ROOF FROM SLAB_ TO ROOF a0 v 12 -6 1 -6 3'-2' 31-81111-8 0'-2'-10'- 2 - 10'-4' 20'-6' - MASTER 8' CLG. - - 2 X 4 PT. PLATE I I I I N 1-R&SH SUITE /� J PANTRY `ro 2'6' M/C GARAGE o / 1 12 0'X15'0' / 2,8 20'0'x20'0' o I8'-9'6' TRAY, C(�. / �'� (u n' C) = I WMP-12 / / CONC, SECTION ���_��� N In — — — — � # (U o O (U /( � M N 00 8' WALL �v Ln w F CD DJW J N lanai KITCHEN OV I, A= LIVING , _ Q 1-R&SH 7'0'x10'4' 10'8'x14'6' FINK] I;� 3 % R D D M 0 1 CONC. L7 1VINYL INAAAXXXXXXXXXXXXXX 0 D I N I N G 16'0'x13'0'CLG CD ` Looda a ol ' 10 CLG. • o _ 11'-2' R DDM 25'-8' � 1 -6'10 d1_43, 10' CLG. `� — --- -- – -- � vi CONC. v I 10'0'x13'0' ►� 7 CONSTRUCTION NOTES : 1 10' CLG. cz F 10' C G. M M�- iU Rt1 I . BUYER TO SUPPLY INSTALL CARPET AFTER - H 3060 SH _ _ 306 SH 306 o SH iOL COMPLETION OF HOME @ 8' (2) 3 60 SH @ 8'-- --- @ 8, --- ---- — — -- (�/ Xv O 12' CANTILEVER 2. INSTALL. 'A COMPLETE SECURITY SYSTEM. WINDOW SEAT @ 8' O � 0 5. 1 N5TALL- A O ARAOE DOOR OPENER. ; v 2'-2' 8'-10' 4'-4' 4'-4' 3'-2' 11'-0' 12'-6' 1L 7'-0' 11'-0' 8'-8' 26'-8' 1L F- IL 5'-4' 11'-4' LECTRICALE NOTES : Xi 1 . INSTALL A SECURITY SYSTEM. — — 70'-0' -- SQUARE FOOTAGE A/C - 11'97 v U N I T " A " r PORCHES/DECKS 101 F L 0 0 R PA N GARAGE 446 l_ TOTAL 1744 SCALE; 1/4" = 1'-0" A = SHEAR WALLS NAILED ® 3" O.G. l �rrr�a = SHEAR, ALLS NAILED ® 4" O.G. EDGE NAILING 12" FIELD NAILING. _ __ _ _ _ _ _ V W = SHEAR WALLS NAILED ® 6" D.G. — — — — — — �� "qH C= N -I 12" OF END OF 5HEARWALLS AS NOTED _ -V ® HDSA OR MT527B HOEDOWN WITH N � ). I I I �r� w c �L PROVIDE (2) 2 x 4'5 AT EACH HOLDOWN LOCATION. I �_ < I. FOR ALL STUCCO/BRICK/LAP SIDING AREA FOR SHEAR USE '7/16" I I I O.S.B. W/ 8D COMMON NAILS AS NOTED. FOR ALL 4' X 8' 51DINO I ( I n < USE 1/2" PINE SIDING FOR SHEAR AND NAIL W/ 6D NAILS AS NOTED. I } 2. USE 1/2 X 10 ANCHOR BOLTS ® -4&-' - D.G. I I I A 3. FOR ALL BEARING WB ALL FOR OTTOM PLATE ( I I I , N v CLIP STUDS ® 32" D.G. W/ TPP4. 10-8D NAILS (SEMGO OR EQUAL) I I ( ' to 4. FOR ALL BEARING STUDS AT TOP PLATE USE Lr- (1) TPP4 ® 32" O.G. 10-80 NAILS (5EMG0 OR EQUAL) 5. FOR ALL HlrADERS USE (1) RTP18836•STRAP AT EACH END. 6. STRAPS FOR GARAGE DOOR HEADER ST22 STRAP AT EACH END. (SEMGO) OR EQUAL 1. FOR HURRICANE CLIP NOTES SEE CLIP DETAILS. 8. FOR DETAILS PLEASE SEE DETAIL SHEET Q� 9. USE 5/8" X 6" RED HEADS ® 48" O.G. W/ 2" WASHERS FOR ALL INTERIOR BEARIN6 WALLS. (1/2" BOLT 5/8" SLEEVE) d ID. FOR ALL INTERIOR BEARIN6 TRU55E5 USE CLIP ON CLIP L15T FOR ATTACHMENT TO THE TOP PLATE THEN AT TOP PLATE USE ! USE (1) TPP4 AND FOR BOTTOM PLATE USE (1) TPP4 1' u USE 5/8" X 6" REDHEADS ® 48" O.G. W/ A BEARIN6 FOOTING O OF 8" X 16" W/ (2) #4 RODS GON'T. tV2" BOTN 5/8" 5LEEVE) 11. ALL ROOF SHEETING TO BE -7/16" D.S.B. NAILED AT 6" O.G. AT THE EDGE AND 12" O.G. O y IN THE FIELD. 12. ALL BEARING STUDS TO BE 16' O.G. AND TO BE 5/P/F W UNLESS OTHERN15E NOTED. NAIL 12D COMMON NAILS. O O 13. ALL HEADERS 6' OR LESS TO BE (2) 2 X 10 W/ 1/2" PLY'W. o BF-T'K FOR HEADERS OVER 6' U5E (2) 2 X 12 W/ `l 1/2" PLY'W. BET'W. UNLESS OTHERWISE NOTED. dm i K FOR TRUSS BEA I NCC POINTS UP TOU I I� T AN UPLIFT OF 1556# USE (1) I �1 HDP2X (SANIBEL STRAP) FOR R ❑ ❑ F PP L A THOSE BEARING POINTS SCALE, 1/4" = 1'-0" � FOR TRUSS BEARING POINTS - LL.l OVER 1556# AND UP TO QC12# USE (2) 7522 GL I PS — — — __ ---- ------?o'-o'-- -----------— ---------- ------ ----- ------ -- v AT EACH BEARING POINT 21'-0" 1 -4 '-0" 16'-0" 6'-0" 3'-4" 20'-4" � � � (ONE ON EACH SIDE OF TOP PLATE) 14,o-1 ov� w FOR TRUSSES REQUIRING HORIZONTAL MOVEMENT USE (1) STC24 CLIP ------ - FOR A MAX. UPLIFT OF 545#. - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - o — -- cu N EN 6fw R - . Ll ALL HURRICANE CLIPS TO BE SEMCO OR EQUAL bcs ( C I I Icu I I I 11_! ol 00 I ILu I THICKEN SLAB I m i vTHICKENED SLAB oo I I ( (2)G #5 ORODS CONT. EDGE 8'x8' W/ (1 #5 ROD CONT. I m co 8° x 16• W/(2) I I I o I ROI75 CON'T. I i I -+ cu CD ( ' 4' MONOLITHIC SLAB W/ FIBER— ( I 1i # N 00 I MESH OVER 6 MIL POLYETH— I ( � c,., YLENE VAPOR BARRIER OVER —� I I N r — — — — — CLEAN, TERMITE TREATED & I I w COMPACTED FILL (TYP,) v I I DL I 6� IL - - - - - - - - - - - - - - - - - - -j • I I I N CD co 4 I I I I Q � 3'-8' 7'-4' 13'-4' 8'-0' 3'-0' 11'-0' O 0 p,��PROVED CI?Y OF ATLANTIC BEACH BUILDING OFFICE -� DEC 0 71995 v w u- 71-0# 46 -4 5 -4 11 -4 u- 70'-0' ~ - -_ - ----- - - - nC X U N I ❑ U f D A T 11 N P l_ A N- SCALE: 1/4" = i'-0°