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III&RvRtEi rtOOIOA 93154 11{STAL[ATri1N grtCHOq OR4sst !yf1S _ _, ,•-� ,,,v 344'DIA.CWttWE SIE .1,•,. SLID1113 GLASS DktLq 11/TVp BY V011 DUCtt OR rRAPIC UT 1157�p RI AtiCHOR GttR7;I!$C G SCREV AtLC4dlR tTYP� irl" %rrjXRE ` 11113INSTALLATIIIN DETAIL V0On FRf1r1E: (aPCt'11 mhtfirTE OR ti w �p.• MING a%/%R /OW/OXX9 G XXXX IMALLATI21 PCIA2YVRY PTILERtaWREIsFIN stNctE WUMG WYitUtl4r HaoJsa a ttao«utuP rlAsnre3r 1IFCHRiG '`- a,RT . inal ZDto1sS,10 IDY argRscrusta�iI1P1 ut Dd uar REotn11E ttt t1ANUEL NARIIB _ W 1TNIL AItCHORS ME OrlLY RED'a Ic CIVIL sr IAI �T w464iaF"" S CI1l�I3J v CIVIL I tF.T.S.ruirlvsr V " '✓J3' 4X1 X X>< DMR Siimm pt to 97182 DEv.Ln14a sten• I nr t:r�lii'31< 1/2"0 THREADED STEEL RODS SPACED PER SHEET # S-3. 1/2-0 THREADED DESIGN CRITERIA ADDITIONAL EXP. BOLTS MAY I SPACED PER SHEETT#LSRODS n 1) LIVE LOADS: STUD WALL ADDITIONAL EXP. BOLTS MAY, BE NEEDED PER SHEAR WALL ROOF...............................20#/sq. ft., FLOOR...........40#/sq. ft. BE NEEDED PER SHEAR WALL TABLE ON SHEET # $-2, #4 RODS CONT. TABLE ON SHEET # 5-2. 2) WIND LOADS: 4' CONIC. SLAB W/6x6x10/10 W.W.F. Oft F1��RMESN THREE SECOND GUST WIND VELOCITY PER FBC-2001........................120 MPH I EXPANSION JOINT W 1 (IMPORTANCE FACTOR)=1.0, WIND EXPOSURE "B", CATEGORY "II" BUILDING _ I RECESS $LAB 3/4"x 10" WIDE HIE STUD WALL AT GARAGE DOOR = CCPi T (+) OR (-) 0.55 (PARTIALLY ENCLOSED BUILDING) PREENGINEERED ROOF TRUSSES us 3) COMPONENTS & CLADDING DESIGN PRESSURES *** GATOR NUT �i I h 6 MIL, V.B. OVER CLEAN, ( I n ROOF (ANYWHERF)� -50.1 Psf, +23.7 Psf WELL COMPACTED TREATED FILL I • 6x6x1D/10 W.W,F. II 6x6x10/10 W.W.F. 02 FIrgE,(ZMESW � Cyt F►BEsG�t ° WALLS: ZONE "5" IS WITHIN 3 ft. OF CORNERS, ZONE "4" IS ANYWHERE ELSE. 3"x 3"x 1/8" � r-- • �' #4 RODS VERT. ON 48" D.C. & AT CORNERS. �^- I STEEL WASHER VERT. RODS BRACE BE HOOKNp 6" INTO I �1=111- '?" /d•. -11-µ ZONEEFFECTIVE WIND AREA (Sq. ft,) PRESSUR (PSF) NF EFFECTIVE WIND-AREA (sq, ft.) PRESSURE (PSF) _ FOOTINGS � BOTTOM AND 12 INTO SLAB I r. -I I�� TOP PLATE -T-1 j I 0 TOP. FOR HORIZ. REINFORCEMENT, USE (2)-#5 CONT. HOOKED 1� (2)-#5 CONT. HOOKED 4 10.0 35.5 -37.8 5 10.0 35.5 -44.7 HURRICANE STRAPPING PER II' J! 1�--i 9 ga. HORIZ. JOINT REINFORCEMENT -� 4 & TIED AT CORNERS I ( TIES AT CORNERS 4 20.0 34.4 -36.6 5 20.0 34.4 -42.4 SCH. "A" ON SHEET # S-2 OF WALLS -I I =III=III ON 16" O.C. (MAX.) 4 50.0 32.1 -35.5 5 50.0 32,1 -38.9 J 11-111 hI I I. �� MIN. 18" I 12" -I MIN. 18" 4 100.0 30,9 -33.7 5 100.0 30.9 - 36.6 ; k#* ** = 46" (MT E IN2D"•----I I TURN DOWN SLAB DETAIL PLUS AND MINUS SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES 1 CONSULT ENGINEER = . . ; I 0 GARAGE GENERAL STRUCTURAL NOTES: ,/z"� THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING -/, I TURN DOWN SLAB DETAIL ROD PER SHEET # S-3. REINFORCED W/(2)-#5 RODS CONT. 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL I EXCEPT GARAGE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO TRIER WORK IN CONFORMANCE 6" TYPICAL FOUNDATION DETAIL I J -4- WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER -- -- --- --- ------ �---• - - - - - - Lj 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR � �.. � � - - ___. - L"1� O W TO COMMENCING WORK. 7/16" OSB NAIL W/ CORNER DETAIL ¢ (n < 8d COMMOM NAILS TO I + 6x6x1Q/10 W.W.F. 09 f"If3E(CM�SM CD Lu C7) (/7 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL (N.T.S.) PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET # 5-2. 4 "''-� V) O �] ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. �� 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR _ ° a, III � m -7, " REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM SPH, "SIMPSON STRAP ' r`� m W R INTENDED T TYPICAL AND _I °° ,• m m 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE E DED O BE L 2"x6' SPF #2 0 16" Q.C. TOP PLATES II (2)-#5 RODS CONT. D] y m d SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2% THREADED STEEL THREADED STEEL RODS SYSTEM 2o,"�_I �LLJ z _L; EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ROD PER SHEET # 5-3. INSTALLATION INSTRUCTIONS U � L �' 6) SUBSURFACE SOIL CONDITION INFORMATION 15 NOT AVAILABLE. FOUNDATIONS WIRER DESIGNED STEEL COUPLER INTERIOR STEP DOWN DETAIL w � _ 0- ¢ U FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING © O U < © C!7 CONDITIONS TO TIIE DESIGNER PRIOR TO COMMENCING WORK. 1) DETERMINE THE STARTING P01N AND MARK EITHER THE L5TA36, "SIMPSON", FORM BOARD BOLT LOCATIONS RIOR TO CONCRETE POUR STRAPS (3) CONTINUOUS STUDS 7) IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR 80 T LOCATIONS DIRECTLY - - ____ ._._. - - - - - _y__. - - - ._._. - - - - .._._, ____ - - SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE I EPDXY ANCHOR BOLTS - - - ARE USED. ERECTION. POST STRAPPING 0 TOP STRAPPING 0 TOP EPDXY GROUT CONSTRUCTION NOTES: 2) CORNER LOCATIONS SHALL BE ER DETAIL "L" ON THIS (N,T,S.) CN.T.S.) 1/2"� TtREADED SOLE PLATE SHALL BE i SHEET, STEEL ROD - o ANCHORED TO SLAB W/ 1/2"0 CONCRETE; / % I SPH, "SIMPSON", STRAP 2x4 STUDS THREADED ROD DOLTS SPACED fA co 3) INSTALL COUPLERS, WASHERS NUTS WHERE REQUIRED PER SHEET S-3. ADDITIONAL LL 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI I 1 PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S 6"x 6" OR 4"x 4" POST 0 16 D.C. # COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING--1 I RECOMMENDATIONS. EXP. BOLTS MAY BE NEEDED / ! ABU, "SIMPSON", 6x6x10/10 W.W.F. PER SHEAR WALL TABLE ON CONCRETE, `�` /f/ 4) ALL THREADED STEEL RODS SHALL CONFORM TO THE POST ANCHOR OR FlBE(tlrl SHEET # 5-2. r 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL -�� REQUIREMENTS OF ASTM A36 TI READIED STEEL, GALVANIZED. '. DRILL 6" INTO CONCRETE ;'• al o �� I-'-I OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR + �: :. • a -=--�- - F��-G�GG-III C MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. "4• �j POST STRAPPING 0 BOTTOM �CIOI_ °„ I1= BOLT RUN DETAIL TYP J ANCHORAGE TO SLAB BOTTOM = _ (2)-#5 RODS CONT, �' 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, CN,T,S,) WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S.) LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED 20" [] PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) POST STRAPPING A POST STRAPPING N INTERIOR THICKEN SLAB DETAIL 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE, 50 STEEL CONFORMING TO ACI 301, ACT 315, AGI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. TOP & BOTTOM TOP & BOTTOM I""»•""-'••I C) 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE (N,TZ) MISC. FOUNDATION DETAILS G 6 :2rH Ip LAP SPLICED A MIN, OF 36 DAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS (N.T,S,) OTHERWISE NOTED. �-7^� r 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches H2.5 " » H2,5A, "SIMPSON" t SLAB ON GRADE.....................................................CENTERED CLIP ( "SIMPSON" CLIPH2.5 "SIMPSON CLIP (TYP) OR CLIP TYP CLIP (TYP) OR ROOF TRUSS ) ROOF TRUSS ( ) OR ROOF TRUSS ) HEADERS PER SH T. # 5--2 H2.5A, "SIMPSON" 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR SEE SCHEDULE "A'" SEE SCHEDULE "A" SEE SCHEDULE "A" CLIP (TYP) OR �J ON SHEET # 5--2. ON SHEET # S-2. ON SHEET # 5-2. GARAGE DOOR HEADER ROOF TRUSS SEE SCHEDULE '"A" �� W CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. (TYP) �j 0-4 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT ON SHEET # S-2. REINFORCING STEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES wAD SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. n d 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR �y DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED W OTHERWISE ON THE STRUCTURAL DRAWINGS. 10 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS L5TA36, 'SIMPSON", 1/2"0 THREADED STEEL mom STRAPS 20g x 24" LONG awl�r FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPEC FICATIDNS FOR STRUCTURAL CONCRETE 1/2"0 THREADED STEEL ROD PER SHEET S-3 TWISTED STRAPPING Aft FOR BUILDING" ACI 301. CS20, "SIMPSON", ROD PER SHEET # S-3 # STRAPS. SEE SHEET # S-2 FOR # OF 5TUD5. � � ,d MA NARY 7� 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE SEE SHEET # S-2 / " MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH 1 2 0 THREADED STEEL W FOR # OF STUDS. ROD PER SHEET # 5--3 OF 2000 PSI ( f ' m = 1500 PSI )• 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. LTT19, "SIMPSON", w 4°mrr HTT22, "SIMPSON , ITpLDDOWN ry s HOLDDOWN 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SGALL BE GALVANIZED TRUSS-TYPE WITH CONCRETE SLAB 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in, O.C.. WOOD FRAMING 1] ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER .•T�i ° r ,Vl a DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS K EXTERIOR WALL OPENINGS E EXTERIOR WALL OPENINGS F DOOR JAMB B SAWN LUMBER LAM. VENEER LUMBER STRAPPING 0 TOP & BOTTOM STRAPPING 0 TOP & BOTTOM EXCEPT AT ANCHORAGE ® TOP & BOTTOM DETAIL "C" Fb = 1,120 PSI Fb = 2,500 PSI STRAPPING 0 TOP & BOTTOM (N.T.S.) �) JAMB STRAPPING 0 TOP & BOTTOM FI = 90 PSI Fv = 285 PSI (N.T.S,) GARAGE DOOR & OTHER LOCATIONS SHAWN Fc1 = 565 PSI E = 1,900,000 PSI ON SHEET # S-2 OF THE DRAWINGS (N.T.S,) (N.T.S.) Fc = 1,455 PSI (N.T.S,) E = 1,600,000 PSI 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSS) OR BETTER, W SPAN RATED AS SHOWN ON THE DRAWINGS, c 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. TOP PLATES H2,5A, "SIMPSON", CLIPS (TYP) OR z 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SCHEDULE C * SEE SCHEDULE "A" ON SHT. # S-2 APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING 6LOCKING REQ'D. ROOF TRUSS NOT BETWEEN OUTRIGGERS SHOWN FOR CLARITY A-153-80, WALL PLATE HEIGHT STUD SIZE SPACING 2X4 BLOCKING ® Sh•IEATHINC JOINT 2x4 OUTRIGGER 4" FROM GABLE END 0 48" O.C, HURRICANE CLIP H-2.3 / CONT. 2x4 SCAB FROM TOP 70 (i.l 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S,C. SPECIFICATIONS, 8'-D" THRU 9'-1q" 2x4 16" 7/16" ST UCTURAL ROOF SHEATHING U-HANGER OR EQUAL 48" O.C. BOTTOM CHORD TO SERVE AS NAILER FASTENING SUBJECT TO MOITURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. 2x4 BARGE RAFTER CONT. FOR X-BRACING 0 a' O.C. 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. 10'-0" THRU 14"-0" 2x6 1 C° PROVIDE CUP FOR 400 Ips. `�� BOTTOM CHORD OF COMMON OF LATERAL SHEAR I SHINGLE STRIP 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 14'-1" THRU 18'-6" 2x8 is" I TRUSSES 24" O.C. I I I �-FASCIA END T U SS OF GABLE SPH, "SIMPSON STRAPS �'� � 32'" Q.C. I I I 12d NAILS 0 8" O.C. °I+r END TRUSS �'� INSTEAD OF SYP 2. 19'-0" THRU 22'-0" 2x8 IV' I 2x4 X-BRACING I (3) 12d NAILS TOP CHORD OF GABLE END _ 2X10 12'' I ( TRUSS DROP 3-1/2" DOUBLE TOP PLATE ■f- *** THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCAB CONT. roP ro I I I ` 2'-0" -- UNINTERRUPYED SPAN LENGHT OF THE STUD, BOTTOM CHGABLRD 0 8 ft. I I j OPENING w IF HORIZ. CONTINUOUS BRACE CAPABLE OF I I I BIZ, SCHEDULE 'B - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS CONT. 2x4 SCAB FROM TOP To it 2x4 BLOCKING 48" O.C. DETWELN L5TA36, "SIMPSON". DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE I I I BOTTOM CHORD 0 X-BRACING GABLE END TRUSS AND FIRST SPACE !� 32" O.C. q` CONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY. 2x4 SCAB IF VERT I I VERTICAL ADDITIONAL AN AT COMMON TRUSS (MAX.) WEB IS NOT PRESEN I I VERTICAL IF HIGHER THAN 48" V TO FORM AN "L" SHAPE) `= 1 d• TOP DR SOLE PLATE TO STUB, END NAIL 16d COMMON 2 I I CONT, 2x4x8�{2 SYP, LATERAL STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 (3) 12d NAILS (TY I I I GRACE ® 48 O.C. AT X-GRACING I BOTTOM CHORD OF DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. I I GABLE END TRUSS (3) 12d NAILS < ZT -j DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. I I t- SHOT= PLATE (2)-2x4 TOP PLATE ISOMETRIC VIEW L.LI v TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2--16d OR 3-10d COMMON , CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE SCHEDULE D CONT, 2x4x8' #2 SYP SHOWING LATERAL BRACE TO � FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS I LATERAL BRACE 0 48" O,C, 2x4 STUDS 0 16" O.C. GABLE END TRUSS Q (EXCEPT A5 OTHERWISE NOTED ON THE DRAWINGS) 7/16" oS9 N tat. 2x4 BLOCKING 0 49" D.G. -PLATFORM FRAMING- SUPPORT BEAM OR z PLYWOOD & PARTICLEBOARD SHEATHING; _ NAILED ON /12" BETWEEN CABLE & FIRST TRUSS l GIRDER PER SHEET # S-2 ROOF - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FEET CLIP 0 48" Q.C., CLIP MUST I m < 8" O.C. INTERMEDIATE UP TO 3'-O" 3'-1" THRU 6'-0" C-1" THRU 10'-D" PROVIDE A MIN. 400 Iba OF SHEAR. WALL _ 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & * LINTEL * (3)-2x8's (3)-2x1O's (3)-2x12's PLATFORM FRAMING H 12" D.C. INTERMEDIATE DETAIL JAMB ** USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GABLE END T` ��111111 1 ,, D FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & �wAE.q��`� J Q B NUMBER 12 O.C. INTERMEDIATE * TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF � 'e1'Ivw °" A STUD TO STUD STRAPPING s w� � •• ' r i° aw1�', � 11� f , (N.T.S. THE THREE (3) PLATES MENTIONED ABOVE, UNBRACED LENGTH OF X-BRACING MAY NOT EXCEED 10 ft.. IF LENGTH DOESa� * = OR SEE SHEAR WALL TABLES ON SHEET S--2 & S-3, k k = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. EXCEED 10 ft., ADDITIONAL SCAB IS REq'O. SHEET NUMBER Pv S-4 OF S-4 ,0 F1 0 FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: o FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE 15/32" PWD SHEATHING, DETAILS ON SHT AD.2 FOR ROOF PITCHES FOR ALL HOUSES AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR 12 _ w SPACE FOR VENTLO VARIES I/ STRAP FOR TRUSS ANCHORAGE (SEE s I ' SCHEDULE "A" ON SHEET No. S-2) GALV. METAL C+.H. ry� DRIP EDGE A 011 CLG. „p) WRAPPED 5/8" GYP. BD. CLG, 2668 '1 '�,<`"� ALUM. FASCIA STO RAG E OVER 2x8 �- p 914"CLG. PERFORATED 13'4"X 12'-3" VINYL/ ALUM. 1/2" GYPSUM BOARD SOFFIT P,T Jy Y►�i+'A��Otvr�� 4� 1 FRIEZE SPF) STUCCO STUDS @ 16" OC (MIN #2 N UDY p Y �'�^.\ L�fr: �6rr� PROVIDE MID-WALL BLOCKING FLAT 30505H� 9'_0"CLG, j�i0SS C� ` � WISE @JOINTS IN SHEATHING i m 84"AFFN '0"-.X L41+�" �0( G�rt "' < L i- 7/8" MIN. LIGHT • / P.T.PT2x PLATE V7 c-11 II TEXT, STUCCO VENEER OVER °v 17N � MTL LATHE AND �. 84"AIH3050 SH @ Dc VAPOR BARRIER 3/4" PLYWOOD GLUED & SCREWED m `� TO 16" PRE-ENGINEERED FLOOR m cn H z s TRUSSES OR T.J.I, JOISTS @ 24" OC z � m �a• t8 (SEE FLOOR TRUSS ENGINEERING) z U o 1: DIS ° DIS a 91.011 CLG. LLJ 11, < C¢7 (U 1ST FLOOR TO 2s�g r RIM JOIST BY TRUSS MANUF, � PI(T a 2ND FLOOR STRAPPING PER (SEE FLOOR TRUSS ENGINEERING) i � 2G68 BAT STRUCTURAL 1/2" CEILING BD OR 5/8" GYP, BD 3050 SH 0 TYP o 84"AFf BEDROOM rr�� 1/2"0 THREADED STEEL RODS - cil G sHow� ® SPACED PER SHEET # S-3, ADDITIONAL EXP. BOLTS MAY z 9'10q X 9-2 10-8 91-r BE NEEDED PER SHEAR WALL ( a 2668 TABLE ON SHEET # S•-2, J An N .Ole O � r F..� La. •LYj C17 7/8" MIN. LIGHT PROVIDE MID-WALL BLOCKING FLAT WISE @ JOINTS IN SHEATHING nose TEXT. STUCCO VENEER OVER CD BEDROOM 3 MTL LATHE AND _ _ 2x STUDS @ 16" OC (MIN #2 a U, 9'-0"CLG, VAPOR BARRIER SPF) �t ►� �-� . a/s � ' • .. � F...«.,.,.,� 11'•0"X 91-10° P.T. PLATE w/ ANCHOR BOLTS PER C) - a , RISSTRUCTURAL V-0-wAL4" CONCRETE SLAB WITH w �4rz) 6"x6"x10/1O W,W,F, TYP. (3000 PSI, u w —..._... ( (1) # 4 CONT. FIBER MESH OPTIONAL). ,:. � � � . 1 i.5.J::.'... 05o SH @ .3050 A@ SLOPE GRADE r "- --,-- ---� AWAY ALL SIDES W 6 MIL VAPOR BARRIERlow #4 RODS VERT. ON 48" O.C. & AT CORNERS. w VERT. RODS SHALL BE HOOKED 6" INTO 0 FOOTINGS © BOTTOM AND 12" INTO SLAB CU 20"(W)x '1O"(H) CONCRETE @ TOP. FOR HORIZ. REINFORCEMENT, USE SEE DETAIL "0" 4 "KII ON SHEET No. S-4 FOOTING '�EINFCRCED - 9 go, HORIZ. JOINT REINFORCEMENT � FOR FLOOR TO FLOOR STRAPPIWa W/(2)-#5 RODS CONT, ON 16" O.C. (MAX.) 07 OF THESE SHEARWALLS. TYP. 2 STORY WALL 5E TION0 THREADED STEELRODS6ECON FLOOR 6� A WALL & PLAN 1/2 I 1 � w ' CONTINUOUS FROM TOP PLATES SCALE: 1/4"=V-011 SCALE: 1/2 '=1 -®" TO CONCRETE. SPACE ON 60"O.C. OR AS SHOWN ON PLAN. SEE DETAIL "J" OF SHEET No. S--4 I IMPORTANT NOTE: FOR TYPICAL BOLT RUN. id SEE DETAIL "L" OF SHEET No. S--4 REFER TO ROOF PLAN AND EAVE DETAILS ON SHT AD.2 FOR ROOF FOR TOP CORNER BOLT INSTALLATION.., .-- FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES " 30# FELT OVER 7/16' 058 12 - LLL. BOARD OR 15/32" PWD VAIRES r _ SHEATHING. • _ STRAP FOR TRUSS ANCHORAGE (SEE k u TABLE FOR SECOND FLOOR SHEAR WAS LS FRAMING (SECOND FLOOR) AIR BAFFLE BTW EA b H' SCHEDULE "A" ON SHEET No. S-2) TRUSS TO MAINTAIN W `¢ 1/2" MIN AIR SPACE CIO THE SHEAR WALLS TABLE WAS ESTABLIS ED ASSUMING THE FOLLOWING FOR VENT CRITERIA UNLESS NOTED OTHERWISE IN HE TABLE: b• GALV. METAL 1/2" CEILING BD OR 5/8" GYP, i ct, .` _ A) WOOD SHEATHING TU STUDS NAILING SHALL BE 8d COMMON NAILS, DRIP EDGE BU TYP B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER j WRAPPED ALUM. GT9 RIA NAILS FOR 1/2" AND 5/8" THICK BOARDS RESPECTIVELY, OR I FASCIA OVER 2x8 I� 1 -1/4 TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNES�. PERFORATED oP, aincOft VINYL/ ALUM. U �. DESIGNATION REQUIRED SI IGLE OR SHEATHING TO STU S SOFFIT a y SHEATHING DOUBLE S EATHING NAIL SPACING STUCCO FRIEZE o U _ .,r tW 1/2"0 THREADED STEEL RODS ,T a O i PROVIDE MID-WALL BLOCKING FLAT -'" - A 7/16" OSB SPACED PER SHEET # S-3. a (BLOCKED) INGLE 6' 12" ADDITIONAL. EXP. BOLTS MAY WISE @JOINTS IN SHEATHING � o I BE NEEDED PER SHEAR WALL 2x STUDS @ 16" OG (MIN _ o i TABLE ON SHEET # S--2. Im #2 SPF) �"_ 0 a 716" OSB �INGLE 4" / 12" � 7/8" MIN, LIGHT P.T. PLATE w/ ANCHOR (BLOCKED) TEXT. STUCCO BOLTS PER Q Q VENEER OVER - STRUCTURAL 0 ,� WGE SLOPE 'I 17111-4 1ppE I - MTL LATHE AND 4" CONCRETE SLAB WITH `� V I„ e:11 3 VAPOR BARRIER w 6%6%10/10 W.W.F. TYP, v, �- ADDITIONAL NOTES: " h (1) # 4 CONT, OPTIONAL),QNAL), FIBER MESH Q 1) ALL EXTERIOR WALL OPENINGS ON SEOND FLOOR SHALL BE STRAPPED SLOPE GRADE ---' II � � r - •a• \J ,• ''/;•:'� W .J � W AT TOP AND BOTTOM AS SHOWN ON ETAIL "F" AWAY ALL SIDES ON SHEET No. S-4. 6 MIL VAPOR BARRIER Z 2) FLOOR TO FLOOR STRAPPING FOR UP IFT SHALL BE MODEL No. CS20' 3:#4 RODS VERT. ON 48" O.C. & AT CORNERS. m Q "SIMPSON", SPACED AT 32" Q.C. AT EOTTOM AND ALSO APPLIED AT TOP VERT. RODS SHALL BE HOOKED 6" INTO tY F SHEET No. 5--4 O ,SEE DETAIL "L" PER DETAIL "D" ON SHEET No, S-4. HERE SECOND FLOOR WALLS ARE FOOTINGS BOTTOM AND 12" INTO SLAB FOR TOP GOR " O BOLT INSTALLATION. SUPPORTED BY FLOOR GIRDERS AND RE NOT A CONTINUATION OF FIRST 20"(W)x 10"(H) CONCRETE @ TOP. FOR HORIZ. REINFORCEMENT, USE FLOOR WALLS. EXTERIOR WALLS OPENI GS MAY BE STRAPPED PER DETAIL FOOTING REINFORCEp 9 y 1 HORIZ. JOINT REINFORCEMENT "K" ON SHEET N0. 5--4. W/(2)-#5 RODS CONT. ON 16' O.C. (MAX.) TI4fRE4DED ROD5 JOB NUMBER I - STOfR%�r WALL 5ECTION SCALE: 115"= V-011 } r:�� .,?, �� .�, . r SCALA: 1/2"�11_�II a SHEET NUMBER it � ; s . a oe 0 TABLE FOR SHEAR WALLS FRAMING (GROUND FLOOR) w (3)ZX le- THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE NOTED IN THE TABLE: o A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS, � OZE B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK a iob c' BOARD RESPECTIVELY. m a c C) SOLE PLATE-COMCRETE SLAB ANCHORS SHALL BE 1/2"0 Tip G:O tC'0 5TS5G R� ,; s i4TpraOTF.: SLOPEo AS S, OtAN ora pLll� 0 S4EE.T' 5-3. OVD C-PmraR00760 90lrs res 96(�01(zro 1&'( TAa. (5 ,8.,GLOw I m F DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR a µ • . ��?��+ SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING l /� 7/16„ OSB (BLOCKED) SINGLE 6” / 12" 60" O,G. W n ° vor RIDGE I L•. X m r9 B 7/16" OSB Q kp a �. " ° ti C4 � SINGLE 4 / 12 60O.C. p r �.� SLOPE _� cq (BLOCKED) 8:12Is r RIDGE 4 © 7/16 OSB SINGLE 3" / 12" 36" O,C. J7 n (BLOCKED) �•, nL�1 a c' ADD EPDXY GROUTED BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING,*410 Ln �w Q 4 ` �. w � Q u u o4 ^ C� C:) u Q � vn �. A ADDITIONAL NOTES: 4 1) FOR LOCATIONS CLOUDED AS n , INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE 1 " „ SHEET No. S-4. BCLTED PER DETAIL BOF S IVY � 2) FOR LOCATIONS CLOUDED AS r , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED co G AT TOP AND BOTTOM AS SHOWN ON DETAIL A ON SHEET No. S-4. A n 3) FOR LOCATIONS CLOUDED AS t-uJ , SHALL BE STRAPPED PER DETAIL "N" ON SHEET No, 5-4. ►-� 4) FOR LOCATIONS CLOUDED AS SHALL BE STRAPPED PER DETAIL 'jg" ON SHEET No. S-4. w �ILn5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED AE30VE SHALL BE BOLTED PER m ; DETAIL "E" OF SHEET No. S-4. "� �► , II �} ANl i f ! 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON C7 SCHEDULE "A" ON SHEET No. S-2, STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES + RIDGE SLOPE I SLOPE c i �1 ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. ,� 8.12 I I 8.12 �...~,..,~�I 0 � ^� I a Fa V3� ,1 1 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED z I xs,,, M 4' I I X < _ AND CERTIFIED BY OTHERS. cg 0 I I pro z z i z ' ` SCHEDULE "A" N ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE p �- OF BEARING WALLS (PRE—ENGINEERED FRAMING) w z CO UTILIZING ALL THREAD STEEL RODS o TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS z z DESIGNATION * (Ibs) PLATE OR TO STUD �--� ALL TRUSS ENDS SECONDF FfRA�IING FLAN EXCEPT ONES 0 - 600 H2.5A, "SIMPSON" CLIPS 1/2N STEEL RODS SPACED AS _ OUTLINED BELOW SHSHOWNON SHEET No. 5-3 GROUND FLOOfR 5HEAF� WALL5 LA%T0'0u ' E1 1/2.0 STEEL- RODS SPACED AS 601 - 1200 (2) H2.5A, "SIMPSON" CLIPS N SHOWN ON SHEET No. S-3 d USE (3) ROWS Lu OF 12d COMMON USE (2) ROWS 1201 - 475D (3) LSTA36, "SIMPSON", NAILS @ 12" O.C. OF 10d COMMON - H3 �L (3 STAGGER NAILS 5 � 12" D.C. STRAPS "SIMPSON", HOLODOWN , Lu ON BOTH SIDES. NAIL _ C14 -rau55 E3- 5EE sHaas-r 5-3 Fog 5TasAPPING W " " " z TYPICAL OF (3) 2" x 10" THRU (3) 2 x 12 TYPICAL, OF (2) 2 x 6 THRU (2) 2 x 12 SOLD SAWN WN LUMBER SOLID SAWN LUMBER • 2) 1/4" A36 STEEL ( FLITCH PLATES BEARING STUD REQUIREMENTS FOR BEAMS GIRDERS;_ DENOTES KING STUD AND "J" DENOTES JACK STUD. NMILL ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED w w USE (3) ROWS 1/2"0 A307 MACHINE WITH (1 )K+(2)J*s AT END SUPPORTS OR (2)Kls AT OF 12d COMMON BOLTS wl NUT AND INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE W NAILS @ 12 O.C. 2"o STEEL WASHERS vi STAGGER NAILS 12" O.C. SHOWN ON PLAN ABOVE AND DENOTED BY: w ON BOTH SIDES. cc 0 V z (2) 1--3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL � � 0 (2) 1/4" A36 STEEL FLETCH PLATE �s � U MULTIPLECONNECTION IDET,41LS z ?�: m < NOT TO SCALE: o � BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: JCB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. ikyM •*'Y�, f ;.;,' . nix: USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS 2. SOLID SAWN LUMBER, .� , •,,� �' ^ PLUS (1) KING FOR DROP BEAMS. w� 3L, � `'; SHEET NUMBER 5 r 0 W Lo 1.J I _O 9(X-17' 22'-4' S'-0' 12'•8" 5'-3y2' 3'_10' S''0` 3'•10' w C7 z J W i ------------ --- —___ ------------------_-- ______ ; STEPS TO GRADE AS ¢ � — ___________________ ___ REQUIRED BY E C7 _ i V) ` m 00 o 1 i s-0• 4'nl/z I 1 H.B. __-_- r= __..-- --__-_-_ m © m r 1 ! _ �. , Y L J (:� I , C7 C� j J ``0 1 - ----••------1 --------- ------------------- O C� U 0- C¢1 V7 ' 1 , a •51 2'STP D0. 1 I o t II I t 11 t 1• z�'/z 5 0' 40,M ! co II I 48a X 4W WL i CONC A/C PADI I i r 1� ry/�� REF, V,.r L; sPat� �O I I '`cONc.su+B wi 6 x f;NO.10 W4VM OR FIBERMESN- , I SINK W/ ' j I RED F.OVER VAPOR BARRIER �he ��, DmP. 1 �Jko OVER CLEAN COMPACTED J z I TRE 1TEp FILLo—ZI I0 1 el I I ham' �--� Q ! 1 / --------------------------------- -----w___� ! 1 Q 1 p� 1 —L T—� — �G i WH W I , 4 STEP 0 1 --____...__-- _ z a c�1 I 1 1 '. _ ____ .. _, z 1 ' ' ' � 1 I � W a.• 1 iv j I 1! -LAL i I I I I I ^- --------------. ----_—_ ! ul 12"STP DWN _ 4 NOTE: THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY ly I ISUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED ------------------------------------------------d , AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM � m ; ; i BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING tl ----------------------------------------------- CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ujuj ' rTENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING ► DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE K 1 1 7 TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. ___ ____________________________________ _ � W !- J— STEPS TO GRADE AS �, a r v REQUIRED BY CODE z ,v a a ei• a n' •' t^1 a v a v j FOUNDATION LEGEND l.• •. ••z ° • I (SEE SHEET Na. S-4 FOR STRUCTURAL DETAIL.) w z J .Q f• - { V ' 8"x8"x1 B" CMU STEM WALL W/ (1)#4 ROD VERTICAL ON 48" O.C. ` & HOOKED INTO 20"(W) x 10"(H) '. � .4 CONC. FOOTER W/(2)#5 RODS CONT. W 2'`� " 16'-3• Z'�/2" 1'•11' 5'-D' ''t• TYPIC,• EOUNMT-ION DETAIZT L V ztr�• a'tr !r s• i W-V z • � � w Q r 20"(W) x 12"(H) THICKEN a CONCRETE SLAB w/ (2)#5 RODS CONT. w CONC 9 F-06 0 0 A0,11006 PL 400 INTERIOR THICKEN SLAB DETAIL __.m CD < O � 20"(W) x 12"(H) THICKEN `��yllll►1„r+�r _ STEP DOWN CONCRETE SLAB "' f � •`_'. ''�r,, w/ (2)#5 RODS CONT. JOB NUMBER ;' a tt r�lrF •; INTERIOR 5TEP DOWN DETAIL_ or Fv"r SHEET NUMBER o�F' 1 OF S--4 'r ELECTRICAL KEY I� ,q (NOTE_ELECSINI r� �$ SINGLE POLE OUTLET �t DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER - wp WEATHERPROOF DUPLEXOUTLET GH GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET r s HALF-SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLETIJUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX ►- WALL SWITCH t -3 THREE-WAY SWITCH 4 4 FOUR-WAY SWITCH R RHEOSTAT SWITCH w �w-DM DIMMER SWITCH Q REINFORCED JUNCTION BOX L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0 RECESSED INCANDESCENT LIGHT FIXTUREr w RECESSED ADJUSTABLE EYEBALL 1� ■ INCANDESCENT LIGHT FIXTUREINCANDESCENT r� T % WITH PULL CHAIN IGHT FIXTURE EXIT LIGHT r T�� EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE �••T•� F�-1 FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN N TRACK LIGHT O EXHAUST FAN(VENT TO EXTERIOR) EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) 0 .2 EXHAUST FAN WITH HEAT LAMP ',r v (VENT TO EXTERIOR) ro M ® CHIMES MDC �O PUSHBUTTON SWITCH y so SMOKE DETECTOR QD o o 0 H dao. ® HEAT DETECTOR ® CO2 DETECTOR •t Q THERMOSTAT SPEAKER (D IQ PHONE(1-CAT3) Cn 4 DOC(1-CAT5,1-RG6) MDC(2-CAT5,2-RG6) i f! ELECTRIC METER 1 i _�■Z ELECTRIC PANEL ! TV CEILING FAN PREWIRE r r3 (PROVIDE ADEQUATE SUPPORT} CEILING FAN/LIGHT PREWIRE (PROVIDE ADEQUATE SUPPORT) . r � i i■ awwr rTILE !l ELECTRICAL NOTES: (NOTE_ELECTRICI 1• PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE CARPET DETECTORS AS REQUIRED BY NATIONAL FIRE i PROTECTION ASSOCIATION(NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES QE PROVIDE AND INSTALL GROUND FAULT 2. GIRCI�JT-INTERRUPTERS (GFI)AS REQUIRED BY CIO �.�•- NATIONAL ELECTRIC CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED p 3• DIRECT HOOK-UPS/CUTOFFS. t HVAC CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPMENT(I.E. 5. FURNACES,AIC UNITS,ELECTRICAL PANELS,SANITARY SUMP PITS,DRAIN TILE SUMP,AND WATER HEATERS) TV i N ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. MDC ! ` ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: 1 .�-. `l� •'•�'ti• SWITCHES OVER COUNTER •,,....... 48"TO CL WALL OUTLETS OVER COUNTER......, 48"TO CL REMAINING SWITCHES 48"TO CL WALL OUTLETS 16"TO CL BATH VANITY BRACKET OUTLET TV (1"ABOVE TOP OF MIRROR) ...... 88"TO CL MDC WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS .............• 16"TO CL TELEVISION OUTLETS " •.•..........• 16 TO CL EXERIOR GFI OUTLETS .•........,,, 16'TO CL GARAGE GFI(ABOVE GARAGE FLOOR) 48'TO CL 2 FRONT DOOR COACH LIGHT ,,....... 84"TO CL ITA GARAGE DOOR COACH LIGHT, 4 (ABOVE GARAGE FLOOR) ....... 84"TO CL Q DINING AND BREAKFAST FIXTURE...,. 64"TO BTM OF FIXTURE FOYER AND STAIRWAY FIXTURE ...,.. 96"TO BTM z OF FIXTURE THERMOSTAT ........•........ 54'TO CL u DOORBELL CHIMES 84"TO CL DOORBELL BUTTON ............... LEVEL WI DR HANDLE KITCHEN WALL HUNG MICROWAVE OUTLET ...................... 76"TO CL U"q KITCHEN DISHWASHER RECEPTACLE., UNDER SINKS: o N KITCHEN RANGE ........,..•...... 24"TO CL KITCHEN REFRIGERATOR .........,, 48'TO CL WASHERIDRYER OUTLET ,..,........ 48'TO CL ati� JOB NO. 04-B1.6048 Electr"ical a 1 =CENTER LINE 1 =FIELD VERIFY Abaco 2=MASTER BATH STANDARD 30"HIGH Key SCALE: 1/4"=1'-0" VANITY TO BE RAISED 4' SHEET TITLE SHEET SECOND FLOOR ELECTRICAL E1 .2 J . mj 710 hudzm I-Al .........._ ELECTRICAL KEY _ [NOTE—ELECSWI [{'-R} SINGLE POLE OUTLET c3g DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER a R2 Nrp WEATHERPROOF DUPLEX OUTLET r GFI GROUND-FAULT CIRCUIT-INTERRUPTER ' g DUPLEX OUTLET !@ 2 r ' HALF-SWITCHED DUPLEX OUTLET I Is 0 SPECIAL PURPOSE OUTLETMUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX f�* WALL SWITCH ►-3 'THREE-WAY SWITCH 4 [-4 FOUR-WAY SWITCH `- R RHEOSTAT SWITCH w DM DIMMER SWITCH Q REINFORCED JUNCTION BOX - a a CEILING MOUNTED INCANDESCENT j LIGHT FIXTURE WALL MOUNTED INCANDESCENT \ LIGHT FIXTURE V) \ \ RECESSED INCANDESCENT LIGHT FIXTURE �""� TILE CARPET H.B. ■ V w �. r• RECESSED ADJUSTABLE EYEBALL 1* + �.► �;� 'TV10 L INCANDESCENT LIGHT FIXTURE M - INCANDESCENT LIGHT FIXTURE .. a - - � ��•�.�•� •�.�•`_ pc WITH PULL CHAIN EXIT LIGHT EMERGENCY LIGHT ---------- ____-__ ``. `. � I FLUORESCENT LIGHT FIXTURE SECURIly BTM FLUORESCENT LIGHT FIXTURE �! WITH PULL CHAIN i �.• �!' TRACK LIGHT p� Low-VOLT ; - -- TOP @ 72" I ! 0 EXHAUST FAN(VENT TO EXTERIOR) Y Edo ® �\ 1 EXHAUST FAN/LIGHT COMBINATION N NMp7 (VENT TO EXTERIOR) o ---� ----- `'`'-_ '�• EXHAUST FAN WITH HEAT LAMP GFI (VENT TO EXTERIOR) 9 0 m cp CHIMES -9 @ ry OUTLET @ 450 -1------ % ---- -- ``. `� ] PUSHBUTTON SWITCH PB (D } I ! TV Q SMOKE DETECTOR 4 c a --- i a. a o 0 \ ® HEAT DETECTOR � FMD c02 DETECTOR • / .• �T THERMOSTAT CARPET i (D SPEAKER '!"� iii -� b PHONE(1-CATS) CIO A DRC(1-CAT5,1-RG6) ti �___ --- - �'` % i�• MDC(2-CAT5,2-RG6) 1 I IIi; Y 1 ! ELECTRIC METER S � GFI GFI i � � ` ,r � ELECTRIC PANEL f II 70 1 CEILING FAN PREWIRE j^ ��' �• W !\ (PROVIDE ADEQUATE SUPPORT) \• •�. U CEILING FAN/LIGHT PREWIRE �.`PB -_� __�-,��==_- -=-- :_. ' PROVIDE ADEQUATE I w ` ( QU SUPPORT) 3 -� - - __�vv ELECTRICAL NOTES: / 1 [NOTE_ELECTRICI 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE I \• ! PROTECTION ASSOCIATION(NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAULT y G •''~ 2. CIRCUIT-INTERRUPTERS (GFI)AS REQUIRED BY I i �x� NATIONAL ELECTRIC CODE(NEC)AND MEETING THE FI \ t I cz i REQUIREMENTS OF ALL GOVERNING CODES. I r ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 1 i 3. DIRECT HOOK-UPS/CUTOFFS. MVAC CONTRACTOR TO VERIFY THERMOSTAT 4, LOCATIONS, -------- ALL ELECTRICAL AND MECHANICAL EQUPMENT(LE. j ! 5• FURNACES,A/C UNITS,ELECTRICAL PANELS,SANITARY *< ! 5 W SUMP PITS,DRAIN TILE SUMP,AND WATER HEATERS) i \ ARE SUBJECT TO RELOCATION DUE TO FIELD \ CONDITIONS. �\ ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER .......... 48"TO CL WALL OUTLETS OVER COUNTER....... 48"TO CL REMAINING SWITCHES ............. 48"TO CL WALL OUTLETS .................. 16'TOCL BATH VANITY BRACKET OUTLET �•�'�• •��\ ^�� GR (1"ABOVE TOP OF MIRROR) .,.... 88"TO CL • �� i' `•� WATER SOFTENER AND SUMP OUTLETS 48'TO CL PAN L '\`� i' `� TELEPHONE OUTLETS .............. 16'TO CL '�\ moi' `•� 4. TELEVISION OUTLETS 16'TO CL EXERIOR GFI OUTLETS ...... _ 16"TO CL v ° 4 a `�. v GARAGE GFI(ABOVE GARAGE FLOOR) 48'TO CL 2 a �4 ; �. '' �' FRONT DOOR COACH LIGHT ......... 84"TO CL NSA A a u 4 `a• a �.�r''�a d s GARAGE DOOR COACH LIGHT, 4, a, �. " �:.-a'� a 4 (ABOVE GARAGE FLOOR) ....... 84"TO CL q o `"s: _ DINING AND BREAKFAST FIXTURE,,... 64"TO BTM a ° c o 4• A . . . OF FIXTURE d ' ° a 4 4' FOYER AND STAIRWAY FIXTURE ...... 96"TO BTM °_ ad ° a ° . OF FIXTURE c ' n '' THERMOSTAT ................... 54'TO CL "� u c �] DOORBELL CHIMES ............... 84"TO CL L- ? �' a a - a. t 4 d 4 a DOORBELL BUTTON LEVEL W/ 0 e o 4 a 4' DR HANDLE ° KITCHEN WALL HUNG MICROWAVE r OUTLET ............... 76'TO CL "? KITCHEN DISHWASHER RECEPTACLE., UNDER SINK o Y F Y,. KITCHEN RANGE .................. 24"TO CL �cn KITCHEN REFRIGERATOR ........... 48w TO CL j 4 m c c WASHERIDRYER OUTLET ............ 48"TO CL r`. CL CLL M Ila q9 NO. 04-BI-0048 - - �� ' �� Plan- Ch=CENTER LINE -El -FIELD VERIFY Abaco Key 2=MASTER BATH STANDARD 30"HIGH SCALE: 1/4"=V-0u VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR i ELECTRICAL E1 . 1 J . L I r C �w ssad2 9 o � w cn •� ■ � W N 31-919 4'-011 31-911 2'-61 31-919 N n N N MrCRO REMOVE AS NECESSARY HOOD FOR ELECTRICAL OUTLET `� SINK -" g @ 450 ANGLED CABINET - [V 40.5 39" REF. SPACE �.� � ` • Q. a /+ 2 4 D W 4 ��' _ '`- RANGE I -'-~ -. I w �i 40.5" KNEE WALL DETAIL 211 rr 1 it -011 -0 2 -0 31-911 21-611 31-911 Kitchen Cabinet Elevation SCALE: 1/2"=1'-0" CIO r Cu Cu 00 D �1rJ 1 d- r1jz LQ 4 1a 11-611 21-011 i 1—`11 '�'' R 1 1r 1 1r 1 n 1 n �1b ■E E 2 -0 1 -6 1 -6 2 -o Master -,ath toabinet Elevation Bath 3 Cabinet Eleva � n � u , a a Vie. SCALE: 1/2"=1'-0" SCALE: 112"=1'-0" � w p CcV} .' Q w ; a w o. JOB NO. 04-B1-0048 Abaco Key SHEET TITLE SHEET INTERIOR ELEVATIONS A2.6 L rla fiauha � . os W to L • ( 44 i r r ; rrr 31-911 4'"011 31-911 21-61 1 31-911 I X 4 _ .. -- -_�=--- - ------�_-_ � 2 X 4 � to n N 07 REMOVE AS NECESSARY �_____ _-__=�_= r`v "cv ;��_��=--_=__��_: MICRO �F FOR ELECTRICAL OUTLET �'� '� SINK �� HOOD �+ m w '� ti @ 450 ANGLED CABINET - N N i � C3 40.511 (D 39 REF. = - SPACE a 2 x 4 -1 1 DEW I 1 0 .�_-__ �w RANGE -� Cn 40.5" KNEE WALL DETAIL 2 I n r 11 -0 2 '0 31-911 21-611 31911 Kitchen Cabinet Elevation SCALE: 1/2"=1'-0" Cn wr �0:::0 0 0 00 - d- d' s --- O M ----------- LQ ao r L z 1`611 21-011 �1-`„ "Ok Q bL t 11 tl � p 21-011 1 -6 1t-6 2 -o ru Master gaih Cabihoet Elevation Baths 3 Cabinet Elevation u Q Da SCALE: 1/2"=1'-0" SCALE: 1j2"-1'-0" � ' #R u • J,B NQ, 04-Bi-0048 Abaco Key SHEET TITLE SHEET INTERIOR ELEVATIONS A2.6 L t� r EXTERIOR s O ELEVATION NOTES [NOTE-EXTELEV] E 1. GRADE CONDITIONS MAY VARY FOR q INDIVIDUAL SITE FROM THAT SHOWN. -11 . $ H BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. o 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. 4 9'-_11/8" PLT_ L FIR C OF SHINGLES — __- � W p4 _0'_0" FIN.FFLR. _ 91-11/81,PLT ti� � II 10"COLUMN o'Q 4"WINDOW TRIM ti -7 N -7 F NII C,7C, aa 41 (D m r- 8"BANDING a a 0'-0"FIN.R. GRADE ■ Rear v ion SCALE: 1/4"=1'-0" - (D CIO 4 FRIEZE R� 0'-0" FIN. FLR. - � x � x LAP SIDING q K E 11 U ?� 4"TRIM(TYP) r a u B"BAND(TYP) , a=o X19.FL GRADE x �a a ■ Left Elevation Jog No. G4-BI-0048, SCALE: 1J4"=1'-0" Abaco Key SHEET TITRE SHEET REAR&LEFT - ELEVATIONS A2.5 2r j 7/0 Att&llm Al ... .... ........ r EXTERIOR b ELEVATION NOTES ro a [NOTE_EXTELEV] m5-5 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. '" ' 2. PROVIDE ROOF AND SOFFIT VENTS AS g REQUIRED BY CODE AND MANUFACTURERS L SPECIFICATIONS. lei SHAKE a u9 a co -- — - - -- L 4" FRIEZE(TW) V) 1 BOARD AND BATTONIf - .:. Q 0'-0" FIN.FLR. !-ti METAL ACCENT ROOF ~ cog LAP SIDING 12"BEAM(TYP) d 00 t a Q1 tj,h 10"COLUMN(TYP) v � N 4"TRIM(TYP) B"BANDING _ 0200 0'-Ou FIN,FL Cn FrontI.F. 1evation SCALE: 1J4"=1'-D" v r/ ■ ■�wwM �--- � 1 t 1 _0`-0" FIN.FFIR_ .p. o L4 PLT. a � a E LAP SIDING z � a r . 10"COLUMN 4"TRIM(TYP) g 8 BAND(TYP) 10E- E O m .c a �a GRADE 1 • JOB NO. 04-B1-0048 Rmighl Elevation Abaco Key SCALE: 1/4,'=V-0" SHEET TITLE SHEET FRONT&RIGHT ELEVATIONS. A2.4■ L ...-..1...... v � �`q r�� U W €S c c 2, a 8 4 r w � � WWc� Ile p � CO i ri U �N tp to a7 p C O Q � � QO RIME -— RI D6 QDLuti poop J� RIDGE w d N ---------- Ti ap CIO Cu SLOPE SLOPE � - B:IZ G4� ua O oG ! y� CRICKET t� SLOPE oZ SLOPE 8:12 SLOPE uu -- cn ' X&A o LQ r 4 A � n R awn. ■ JOB NO. 04-B1-0048 Abaco Key Roof P SHEET TITLE SHEET SCALE: 1/4!'=l'_0" ROOF LAYOUT A2.3 L i r MAIN FLOOR NOTES o [NOTE,-.,FLOOR] 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR ,$ ELEVATION TO BE CLEAR GLASS, ? 2. ALL UNDIMENSIONED PARTITIONS (' E ARE 3 1/2" ROUGH. c 8 3. ALL ANGLED PARTITIONS ARE 45 fill DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2xl2's wl 1/2" $ RUM PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5, 3-2x4's MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID 4 BLOCKING. " 6. ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS OTHERWISE NOTED. Ln 7. ALL TRUSSES TO BEAR ON EXTERIOR D a WALLS AND/OR GIRDER TRUSSES UNLESS zo 4" OTHERWISE NOTED ON FOUNDATION PLAN. 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, HANGERS&SET SPACING FOR ALL 6'-4" 14'-0" TRUSSES. V) 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ.FT. » WITH MIN. DIMENSION OF 24"IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER R THAN 44"ABOVE FLOOR. an 10. BALLOON FRAME ALL EXTERIOR WALLS (ABOVE 8'-1")TO UNDERSIDE OF ROOF -•- SHEATHING-PROVIDE FIRE STOPPING a.r EVERY 8'-0"VERTICALLY IN WALLS a 8'-1". j 11. ALL HANDRAIL BALUSTERS TO BE SPACED SUCH THAT A 4'SPHERE CANNOT PASS BETWEEN BALUSTERS. 12. ALL ELECTRICAL AND MECHANICAL EQUIPMENT&METERS ARE SUBJECT TO L 9'-0" CLG. RELOCATION DUE TO FIELD CONDITIONS; M CONTRACTOR TO VERIFY. Co m 13. FOR ADDITIONAL NOTES SEE GENERAL a 9' NOTES ON TITLE SHEET& DETAILS. 2sse STORAGE 14. TYPICAL WINDOW HEAD HEIGHT SHALT.BE% U ti 84"ABOVE FINISH FLOOR(U.N.O.). N 91-011 CLG. 15. WINDOW MANUFACTURER TO TEMPER ALL „ n 13-3 X 12'-3" WINDOWS 2'WITHIN DOORS, OVER TUB& SHOWERS 7 WINDOWS WITHIN 18"OF THE o Ln FINISHED FLOOR. a° a 2668 PKT. N STUD 3ps0 5H @ 9'-0" CLG. 84'AFF 6'-0"X 14'-6" a M "N 17 7. 3050 SH @ DO N 84"AFF D/S WS n 9.0 CLG. t7 Cnto M r m x f ' a- Gl M 41. BAT ra • � 2668 -' t' -7Y2' S'-3y 0 5-0"X$1 3050 5H @ 84"AFF N BEDROOM 2 nye 7, �" Z,-3n 9'-0" CLG. . . 10'-8'X 9'-z" 2668 fp iV 2068 BEDROOM 3 RIS � n 9'-0"CLG. M 11'0"X 9'-10" cu v ---------- --------- ws ws 41:4" in V-0'WALL HEIGHT 2X6 2X6 N 3050 5H 0 3050 5H @ 84"AFF 84"AFF 4'-1" 3'-4" 4'4" t. 4'-6y4" 4'4' 11 &" am Q pS� Z E F kY (7 241• n CUE fti AREA TABULATION r- ..� 32 MAIN FLOOR PLAN 1256 SQ"FT. � �}t 6 �, ' 4 C.ti d NOTE , ALL DOORS TO■ SECOND FLOUR PLAN 713 SQ.FT. �OB NO. 04-Bt-0046 TTOTAL A/C AREA 1969 SQ.FT. FRONT PORCH 162 SQ.FT. Abaco Key HAVE■ 41/2 " RETURNLANAI 101 SQ-FT. SHEET TITLE SHEET FraminPlan o Plan GARAGE 469 SQ.FT. MAIN FLOOR PIAN SCALE: 1/4"=1'-0" SCALE: 1/4"1=1'41 TOTAL AREA 2701 SQ-FT. A2.2 L a na Mesad lwlte- N r MAI FLOOR NOTES [NOTE-FLOOR] �?-B p•a� 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR is ' 40 2z�" 5-0 12 a ELEVATION TO BE CLEAR GLASS. i 5'-S!/22.u 4 ` 2 12,1" 2. ALL UNDIMENSIONED PARTITIONS( � g e. ARE 3 1/2 ROUGH. .� 'm x " " 2'-7l " " 3. ALL ANGLED PARTITIONS ARE 45 �; c e. DEGREES UNLESS OTHERWISE NOTED. 2-11 Z-6 /z 6'-8" Z'"9z 3'-0" 3'4" TAN 3'-0" 4. PROVIDE MINIMUM 2-2x12'5 w/1/2" 2 PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID 4 BLOCKING, 6. ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS OTHERWISE NOTED. fo 4a"x48"GLS BlK 3060 SH @ 3060&1 @ 7. ALL TRUSSES TO BEAR ON EXTERIOR 9n"AFF 904 AFF 90"AFF WALLS AND/OR GIRDER TRUSSES UNLESS a OTHERWISE NOTED ON FOUNDATION PLAN. v 4'-5" 3'- o" 4'-4" 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, HANGERS& SET SPACING FOR ALL 6n 0 TRUSSES, V) 9. WINDOW SUPPLIER TO VERIFY AT LEAST X ONE WINDOW IN ALL BEDROOMS TO HAVE 4a s°h A CLEAR EGRESS OPENING OF 5.7 SO.FT. FIR #4-4 .. aYP RTOz-6 /z KNEEWALL aE slim BY __ WITH MIN.DIMENSION OF 24" IN HEIGHT ANDm SUPERINTENDENT 20"INWIDTH; SILL HEIGHT NOT GREATER2s6aTHAN 44'ABOVE 9'-0" CLG. P'� MASTER SUITE H B 10. BALLOON FAME ALOL EXTERIOR WALLS 9'-9"X9'-0" 9'-D"CLG.Is (ABOVE 8'-1")TO UNDERSIDE OF ROOF 11'6"X 15'-0" SHEATHING-PROVIDE FIRE STOPPING L01pis n�5 EVERY 8'-0"VERTICALLY IN WALLS�8'-1".��0®®® 11, ALL HANDRAIL BALUSTERS TO BE 2 2668 LANAI SPACED SUCH THAT A 4"SPHERE CANNOT PASS BETWEEN BALUSTERS. 00 —�S 9'-0"CLG. 12. ALL ELECTRICAL AND MECHANICAL Ln 12'-8"X 8'-0" EQUIPMENT& METERS ARE SUBJECT TO ~ Y _ RELOCATION DUE TO FIELD CONDITIONS; W a -j 9'-0"CLG. N $ 9'-9"X 5'-6" CONTRACTOR TO VERIFY. �a r, rn N N I 13. FOR ADDITIONAL NOTES SEE GENERAL 2668 3060 SH @ 3060 5H @ 3060 5H(gl •C PKT 90"AI=F 90"AFF 9('AFf NOTES ON TITLE SHEET&DETAILS. 01, �- - - PICAL WINDOW HEAD HEIGHT SHALL BE �Ca W v j v RIS SECOND FLOOR 84w BOVE FINISH FLOOR(U.N.0.), --� orlc 1 WINDOW MANUFACTURER TO TEMPER ALL �ro F ti I \ 1 ..______� 1 WINDOWS 2'WITHIN DOORS,OVER TUB& �� °, 1 \♦♦ v 1 I 37 RER_ SPACE I -E4C DNv SHOWERS 7 WINDOWS WITHIN 18"OF THE o ° 1 FINISHED FLOOR. 42 I \ 4-0' I � \ 1 CONDENSE7Z I N *w U T I L I $INK w ♦\ 40.5"h WALL 1 I I DI5POSA1. \\ 1 w/15"MR 9'-D"CLG. __— e Top I p/s I 24n 1 � .1 10'-z" 3.��" � cu P� KITCHEN I Cn M 13`6"""x zGi" I LIVING ROOM N -------- M 1 9'-a" CLG. N i I______i____—,..._ RANGE W/ 1 la'-4"X 16'-11" N iv I I I N, MICPO HOOD 1 �� 4 I I I N N r __ _�I_i_ 2068 a I Ln sic4j SII I �c � � za3osllc� N _ I� 4 Y rr 90"AFF = PK7 CHC I -_ -- —al OHC F— V-40� 9'-0" 1 � ac ink 2668 ---___...... _..._—__.,....,........ '�^L-J 17@7.404" 2668 ---- -------------------_ ■ruwlr�r■ 1 9'5p.OPf3.--------- I •---10"Cl}l.UI,�N TO CEILING LL N FOYER Cu 2'-illl2" 1'-11" 1'-7%" ,L',Q�" 9��1/2" Go � ... 9'-a" CLG. I 36•KNEE WALL �r a 8'-0"X 7'-10" cz DINING ROOM 9'-0" CLG. ll'-I"X 10'-6" 4 M 306 w 2 t0's M GARAGE 3060 SH @ 3060 SH Q 90"AFF 90"AFF 9'-0" CLG, rrr�lr�rlll� 4 19'-9"X 22'•9" FRONT PORCH 9'-0" CLG. \ -------------------- Ln ---- ---� 1 / -5"• -- - 11'-3" Lnr.... .____—� ♦ SECOND FLOOR / d \ / r q4 a ♦ / $ 16'X 7'Q.H.D. 2 6 y . ' v ' v �• � Q a e, a4 a q ny a 4 e A 4 e d. v A parr q v , r1 a13 d •_ d• `• - d •d. - 4' d 4 v' d AREA TABULATION k b Ci q d n ;t � ^�a l0'-2" 4'-D" 4'-0 4'-U. 3'�" 44" MAIN FLOOR PLAN 1256 S .FT. } f. U. a. SECOND FLOOR PLAN 71 ALL DOORS TO3 SQ.FT. NOTE ,m TOTAL A/C AREA 1969 SQ.FT. ��NO. 0a aoaa FRONT PORCH 162 SQ.FT. Abaco Key HAVE■ 42 " RETURN LANAI 101 SQ-FT- SHEETPlan GARAGE 469 SQ.FT. SHEET TITLE Slif=&T oor ars MAIN FLOOR PLAN SCALE: 1/4"=1'-0° 5G4LE: 1% '`_1�_��1 TOTAL AREA 2701 SQ.FT. A2. 1 L MA FOUNDATION NOTES [NOTE—FOUNDATION] 1, STRUCTURAL FOUNDATION PLANS SHALL —as 'I" BE BY OTHERS. SEE STRUCTURAL 45 ENGINEERING FOR ALL STRUCTURAL DETAILS AND NOTES. A€ B 2. SLOPE GARAGE FLOOR 1/8"PER FOOT TO " E ° OVERHEAD GARAGE DOOR OPENING. 3. 4"CONCRETE SLAB w/6"x6"x10"/1 O"W.W.M, OVER 6 MIL VAPOR BARRIER OVER CLEAN d! �E A WELL COMPACTED (MIN.3000 P.S.I.) TERMITE TREATED FILL, (3000 P.Sl) FIBER MIX OPT. 4, CONFIRM ALL INTERIOR BEARINGS WITH TRUSS ENGINEERING OR CONY.FRAMING PLAN, as a' - 5, SUPPLY SEPARATE CONDUITS TO ANY � 2z'-4" s'o" iz'a" ISLANDS FOR GAS AND ELECTRIC. q 6, CONFIRM ALL FLOOR OUTLET LOCATIONS r s'ayz" a'aos'a X-10" WITH BUILDER AND/OR HOMEOWNER PRIOR TO SLAB POUR. w cn 7. GENERAL CONTRACTOR TO PROVIDE SLAB a CONTROL JOINTS EVERY 400 5Q.FT. C 1 _____________ _____ _________ _______________________�_-- i STEPS TO GRAD A5 REQUIRED BY CC DE 0 f 1 � I i � ' t- -_------- 1 - ---__--- -------------------- �e 2 1 I I y I ------ 1 1 a -5 1/2'STP 1/2' D 1 D I = m a C3 I r� 5'-0" in I I I -o i la-0T2' 4'S' 3'-6y" — — o � 1 _ L---------------------------------+ j CO.lC.A/C PAD 4 a .- i � I ` p REF. LI)tw �Ar 0 3 1/2'GONG.SLAB W/ I I 51 1 `�--1 W ®O 0 x B NO.10 WWM OR FIBERMESH. I I 4 0' I I t SINK w/ FEINF.OVER VAPOR BARRIER 1 w� DLSP, CVER CLEAN COMPACTED I I TREATED FILL 1 1 I -BI Y-W FIN,FLR, 1 I 1 F=161 � VERIFY INTERIOR BEARING WALLS WITH TRUSS ENGINEEERING 1 I • is j � I 1 � '0 I I -- 7-7- 4,,�417-11177-1771111711111 1 — ------...— ------------- _j ----------- I 1 ; Cz + 1 4 -STEP DOW4 CT31 1 1 1 = 1 1 I 1 I 1 1 1 I 1 - �- --- _ �I. w i i j 4 -_-------------------- ! - ------------------- + I -- I 1 ,� 1'_8• 1 �p 1 � 1 • - DW 1 I 1 1 1 1 I l ; ---------- ----------------•.__--- r-- ----- ------ -- ----------___-----________--- I 1 I L--,________________________________________'--- L __ a� J• v. a 4 l — ,a ° STEPS TO GRADE AS G cl ,•J dIA.• 4 d ♦,4 .• , — .A� q' REQUIRED BY CODE aw 0 • d .O .CI 4� 4 4 q 4• � � w • a a d a 0 q a• [ d a a s, �j u .• a ft S. '-1' n nrni I1'-8" 1' p T r ado" (LU.a ■ JOB NO. 04-81.0048 Foundat 'ion- • Abaco Key SCALE: SHEET TITLE SHEET FOUNDATION A2,0 F r � as H '�� w a� 2.4 NOTE ABBREVIATIONSGENERAL 4D .� 8 s _ 3 A.B. ANCHOR BOLT FAS FASTEN(ER) PAR PARAU-EL 1. Ali work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P P,BO, PARTICLE BOARD Ordinances,and Regulations and all other authorities having Jurisdiction. AiC AIR CONDITIONING F.B.O. FURNISHED BYOTHERS PC.CONC. PRECAST CONCRETE ARCHITECTURAL A. Vapor Bonier shall be applied on all exterior Ovalis. Install a5 per manufacturers ACC ACCESS F.D. FLOOR DRAW PAL PORCELAIN ENAMEL AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR FS, FINISH FLOOR(LINE) PERI PERIMETER 2. Minimum Design Loads: A-D, AREA DRAIN F.G. FIXED GLASS PKO PARKING B. Install#15(min,)felt under ai(shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) AQ�O COVER SHEET FLOOR: 40 P,S,F.live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FL13 FLASHING PLAS PLASTER No staples allowed. AGO AGGREGATE FLR FLOOR(lNtD PNL PANEL A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND 4 ROOF: 40 P.S,F.Live Load A.N.U. AIR HANDLING UNiT FLUB FLORESCENT(LIGHT) PNT PAINT(ED) �- 10P.S.F.Dead Load L). Flash all roof to wall conditions. AL ABOVE LANDING FN FENCE PR PAIR(OF) GENERAL NOTES ALT ALTERNATE FNO FOUNDATION PREFAB PREFABRICATED n Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5' min. 27 gauge aluminum with baked enamel finish, Downs ut to be 4' ALUM ALUMINUM F.O. FACE OF PSF POUNDS PER SQUARE FOOT Iii rw—n g g (min.) 9 9 A.P. ACCESS PANEL FP FIREPROOF Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish. APX APPROXIMATE FPHB FIRE PROOF HOSE BIBB PTSN PARTn low I POUNDS ER SQUARE INCH ARCH. ARCHITECT(URAL) FPL FIREPLACE P.T. PRESSURE TREATED(WOAD) LAYOUTS - ASPH ASPHALT FR FRAME(D)(ING) PV PAVE(D)OR PAVING 3, CONCRETE 6. INSULATION A.T, ASPHALTTOLE FS FULLSIzt (PIPE)AUTO. AUTOMATIC FTG FOOTING PVC POLYVINYLCHLORIDE AVO AVERAGE ( PVMT PAVEMENT PWD PLYWOOD ENT A2.O FQUNDATION PLAN A. Foundation typos and designs may vary with the Individual pertinent soils conditions on A. Provide R-11 (Min.)batt insulation in all extarfor walls and R-19(minimum)blown insulation FUR FURRED each lot. The Architect does not warrant or uarantee this building design in locations g ) MS 36'WIDE BASE GAB. GA GAUGE2.1 MAIN FLOOR PLAN g g g (or batt and blown Insulation)in all ceilings or rafters adjacent to the exterior or to unheated O.T.qTOUARAYTILE where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property specs. Bo BOARD G.B. GYPSUM(WALL)BOARD structure or gas mitigation due to these occurrences. R-11 batts at fireplace chase walls and under fireplace unit. IGF BI-FOLD(DOOR) G.C. GENERALCQNTRAGTOR �] R RISER(ON STAIRS) A22 SECOND FLOOR PLAN r'"'1 w BIT. BITUMINOUS GO GRADEORGRADING R , 0 !r BLKG BLOCKING G.D.O. GARAGE DOOR OPENER RIA RETURN AIR r� q BLDG BUILDING GPI GROUND FAULT INTERRUPTER AD RADIUSRBAS@ A2.3 ROOF PLAN SLK BLOCK(CMUs) GL GLASS OR GLAZINGr� r B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation BLKG BLOCKING GL,BK. GLASS BLOCK R�D. ROORUBBLE DRAW A2.4 F FO NT & RIGHT ELEVATIONS 1,u. and structural designs due to inade u to soils Or landfill occurences shall be the SM BEAM G.1. GALVANIZED IRON g q q 7. DRYWALL REFR REFRIGERATOR 1 ••• responsibility of the'Builder-Developer'or its subcontractors involved with the design and B.M. BENCH MARK GT GROUT REQ REQUIRED A2.5 REAR & LEFT ELEVATIONS ••• Installation of such;and the Architect shall not be held liable or responsible for their BP Bl-PASS(DOOR) RES RESILIENT implementations, A. All walls to have 1/2'gypsum and all ceiling to have 5/e'gypsum or 112"telling board unless BRG BEARING 4Z'H 4r HIGH(WALL) REV REVI510N(S),REVISED A2.5 INTERIOR ELEVATIONS rw.r BRK BRICK HO HEAD OR HARD ELECTRICAL noted otherwise. RD HOSE BIBBREV REINFORCED(WG) B.S. BOTH SKIES H.C. HOLLOW CARE RFG ROOFING BSMT BASEMENT R.J.B, REIN B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING C. Contractor shall be responsible for size,location and Installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER RSM RANGE W/MICROWAVE per local codes or specific soil conditions,whichever is more restrictive. BvL BEVELED HDW HARDWARE RM F160M E1.1 MAIN FLOOR ELECTRICAL PLAN B.W. BOTH WAYS HGT HEIGHT R.O. ROUGH OPENING H.M. HOLLOW METAL R.O.W. RIGWTOFWAY E1.2 SECOND FLOOR ELECTRICAL PLAN 8. INTERIOR TRIM ANP FIN15H6S to bo selected by contractor. �+► CAB CABINET HORZ HORIZONTAL R&S RODANDSHELF(S) rD D. Soil test must be approved by Geo technical Engineer prior to footing pour. �r C.B. ,CATCH BASIN HR HOUR DETAILS N ry CEM CEMENT HA. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) g C 9. DOORS&WINDOWS CER CERAMIC HS HORIZONTAL5LIDER SCH SCHEDULE c�3 OF CUBIC FOOT HTG HEATING E. All concrete footings are designed to bear on minimum sod pressure of 3000 psSp SMOKE DETECTOR .f.and CRAM CHAMFER HVAC HEATING/VENTILATINGIAIR GOND. S!C SECTION shall be placed an firm,undisturbed soil W-8'minimum below grade. Contractor to A. All patio doors-operable loaf inside, c.l. casT ORON HIND HARDWOOD(FLOORS) S.P. SQUARE FEET ro Ia ti reinforce concrete footings and poured concrete waits as required far specific sail conditionsC,i.P.CONC. CAST-IN-PLAGEGONC, .D IRONING BOARD ADA FOUNDATION & WALL SECTIONS or local codes,whichever,Is more razIdative. B. Door and window Infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE ISF.GL SAFETYGLASS CIS Cl) performance standards ANSI/AAMA 101-88 f' Sor metal windows DH-C40 for vinyl windows GIRO CIRCUMFERENCE ' l.D. INSIDE DIAMETER S.GSLIDING GLA55 DOOR c �^ SH SINGLE HUNG ORSHlO.F(VING) AD-2 ROOF SECTIONS IQNS and the CRF shall not be less than 55, C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF ry SHIT (DRAWING)SHEET �j ra CK CALK(ING)CAULK(LVG) I.M. INSULATED METAL SHTHG SHEATHING AD-3 MISC DETAILS N F. All concrete shall attain a 28 da compressive siren of 3,000 s.i. CL CLOSET OR CENTER LINE INS OR INSUL iNSULATED{TION) Y p gttt p SIM SIMILAR .. CLG CEILING INT INTERIOR SKL SKYLIGHT AD.4 MISC D ETA I LS OUR CLFJiR(ANGE) G C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding GLS CLOSURE OR CLOSER(DOOR) SL SIDELIGHT OR SLEEVE �+ " n G. Provide minimum 4'concrete cover at under slab utility locations. When concrete lass doors and in windows as per local codes;, CENTIMETER(S) JOINT(FLOOR OR ROOF) SNT SEALANT A D.5 MISC D ETA I LS a o. � g p CM GENTIMETI=R S) JT JOINT SPC SPACER encasement of utility lines Is required,Increase stab thickness at the utility Una. Install CMU CONCRETE MASONRY UNiT utilities lines well below slab. C.O. CASED OPENING ■K� KD KNOCKDOWN(CEILING) SPEC SPECIFICATIONS D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN �R KIT KITCHEN SPK (AUDIO)SPEAKER(S) openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT S,ST. STAINLESS STEEL STD STANDARD H. PrpV(d@ isolation)Ginn material(asphalt Impregnated)between foundation Walls and all Slabs GONG CONCRETE KPL KlCKPLATE(ON DOOR) STG OR STO STORAGE COND (AC)CONDENSER KIS KNEE SPACE STL STEAL Including patio, porch and sidewalks. CONST CONSTRUCTION 10, MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM' LAMINATE5TR STRUCTURAL D) SO SQUARE CONTCONTRACTORLAV I ORY(SINK) DIMENSION NOTE I, Provide'Zip Strip'or tooled control joints where Indicated on the foundation plans. CORR CORRUGATED sus SUSPENDED Cn A. Ali electrical and plumbing requirements shall)comply with local building codes. All outdoor, CPA COPPERPPppER L.0.0, LOCATION BY OTHERS S,W, SHEAR WALL bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET UV LIVINIVIN G Service panels to be(min.)20 circuit.100 amp,110 Volt. CRS COURSES) LP. LIVE LOAD 7 TREAD(AT STAIRS)CA YI!$ 4. FRAMING L.P. I.AMINATEDPL.ASTIC T T,B, TOWER BAR (D CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CASTSTONE L.T. LAUNDRYTUS TO TERRACOTTA i DIMENSIONS ARE TAKEN FROM FACE OF STEL)TO A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the G.T. GERAMIC TILE LTL LINTEL T.C,J. TROWELED CONTRQLJOW7 FACE OF STUQ n. trLESS OTHERWICE�;gTED. following: B. Provide gray box for washer and provide solidi metal d er vent(taped-no screws)to GTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) ` 9 g Y P ry 1 TEMP. TEMPERED(GLASS) exterior. CX CONNLXTION LVR LOUVER T&G TONGUE&GROOVE 2800 psi in Bending,Fb CY CUBIC YARD TEL TELEPHONE 285 sl in Horizontal shear,Fv C. All sewer and water sleeves to be depth and separation as r local coda below adjacent M METER(S) THK THICKNESS) F P p per da t2O t2'DEEP l.'v�:' MAXIMUM THR THRESHOLD 2,000,000 psl In Modulus of Elasticity,E finish grade. D D DRYER.OR DRAIN MAS MASONRY T.O.C. TOP OF CONCRETE ) DBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION B, Unless othorwise noted,all dimension framing lumber shad have an allowable bending DECO DECORATIVE f17,, MEDICINECABINET T.O.M. TOP OF MASONRY stress+875 p.s,t„(1000 psi repetitive)or better. D. Provide main sewer clean-cut within 5'•0'inside or outside of the building line unless noted DEM DEMOLISH,OEMOLiTICN MECH MECHANICAL T.O.W. TOP OF WINDOW otherwise. DEP DEPRESSED MFR. MANUFACTURER TR OR TRN TRANSOM(WINDOW) DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meter to an exterior D,F. DRINKING FOUNTAIN MW MINIMUM 9 TV TELEVISION OUTLET OR LOCATION >M IIrw1 remote water motor reader at a location to be approved by the Water Department. The DH DOODLE HUNG MIR MIRROR TVP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent Installation in conduit shall be capable of accepting a law voltage minimum 2 conductor cable supplied DAM DIAMETER MISC MISCELLANEOUS DIM DIMENSION MLD MOULDING a building in accordance with commentary and recommendations as published by the"truss and installed by the electrical contractor.The cable shad be capper and a minimum#18. � UNF UNFINISHED LIC UNDERCUT(DOOR) Plato Institute. The water department shall make the Connections. D.L. DEAD LOAD MM MILLIMETER p DOWN(STAIRS) MMB MEMBRANE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP•PROOFING M.O. MASQNRYOPENING U.N.O. UNLESS NOTED OTHERWISE DR DOOR MOD MODULAR UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 2. DRY DRYER MACHINE MRD MARBLE VB VANITY BASE �'high density T&GI Plywood subtioor glued and nailed. Panel span rating shall be APA V.B. VAPOR BARRIER 24132, Exposure 1,whh sealed edges, Install per manufacturers'spacing and edge DS DOWNSPOUT MTL METAL V836 36'WIDE VANITY BASE recommendations, F. Water service shall be 1'minimum from each exterior shut off valve. 0/3 DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL D.T. DRAIN TILT; MULL MULLION OR MULLED YIN (SHEET)VINYL DTL DETAIL V.S. VEGTABLESINK 3• Y'undeha meat minimum under vinyl or file on wand frame boors slams. G. All shower head heights to be 80'AFF at fiberglass showers and 84'AFF at coramic OW DISHWASHER A I N/A NOT APPLICABLE V.T. VINYL TILE 1 Y (minimum) Y Y DWQ DRAWING N N.I.C. NOT IN CONTRACT LLJ Showers. DOOR DRAWER NL NOMINLE < NOM NOMINAL W W3630 36'W X 30"H WALL CAB Q 4• Mine/"high dans 0.3,8.wood root sheathing with'H'di APA i s rating shop EA EACH N.T.S. NOT TO SCALE r� W WIDE OR WASHING MACHINE n g dY 9 clips. pane P� g WC WATER CLOSET E be 24/0,exposure 1,with sealed edges.Install per manufacturer:;spacing and edge EB EYEBROW(FLATARGH) N,G,V.D, NAT.GEODETIC VERTICAL DATOM WD WOOD recommendations E.F. EACH FACE IMPORTANT NOT 0 OA OVERALL WF WIDf~FLANGE(STEEL BFI.M) E.J. EXPANSIONJOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION D.C. ONCENTER W.H. WALLHUNG D. Roof truss systems shall be fabricated with wood chords and wood webs lnaccordance whh ELEC ELECTRIC(AL) O.GAR OVERHEAD CABINET WI WROUGHT IRON ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTR CALPANEL designs prepared under the supervision of a registered professional engineer. EO EQUAL O.D. OUTSIDE DIGARAG WIC WALK-IN CLOSET OVERHEADGARAGE REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE O.O.D. EDOOR WIN wlNDow E.W.C. ELECTRIC WATER COOLER OH OVERHEAD Wi W/O WITH R ROOFIWITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPNG OPTIONAL WP WATERPROOFING) E, Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for EXH EXHAUST OPT OPTIONAL W,R. WATER RESISTANT approval of roof trusses and beams CLARIFY CONFLICTING INFORMATION. EXT EXTERIOR OSB ORIENTED STRAND BOARD W,S. WAINSCOT wSCT WAINSCOT ATTICW.T.W. wALLTOwaLL wWM WELDED WIRE MESH F. Min%s exterior grade plywood or 059 woad sheathing behind all masonry veneer,dryvit VENT Panels and cadet siding.Sea elevations for locations. CALCULATION G. Pressure treated lumber to be used where wood Is 1n contact with concrete and for 2x4 mud SYMBOLS sill. H. Exterior deck construction shall be with pressure treated lumber with dimensions as � Indicated on the plans, - lA E�;81I EARTH PLYWOOD FORMULA: ELEVATION KEY OR SECTION KEY 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING SHEET NUMBER ':'' SAND OR GRAVEL FILL ® INSULATING SHEATHING *144 SQ. IN. - 1 SQ. FT. BLDG. CEILING (SF)X 144= BLDG (SQ. IN.) WOOD STUD PARTITION BATT INSULATION BLDG. (SQ, IN.)/300 =SQ. IN. OF VENT REQUIRED © a DETAIL NUMBER OR SECTION KEY SQ. IN. OF VENT REQUIRED 12=50%AT RIDGE&50%AT EAVES ,- f SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 �+ j UNLESS OTHERWISE NOTED RIGID INSULATION W a ® BRICK .wo w CflWATER CLOSETTABULATION ANGLE AREA CONCRETE BLOCK CENTERLINE MAIN FLOOR PLAN 1256 SQ.FT. CONCRETE ruBisHowER SECOND FLOOR PLAN 713 SQ.FT. I r , HOSE BIBB(FREEZE PROOF) + ' ® ?I(D-- GAS LINE STUB TOTAL /C AREA 1969 SQFT LAVATORY STEEL FRON'r PORCH 1 �2 SQ FT. ayh m 0. PENNY LL a. d ® LANAI 101 S .FT.DIMENSIONAL LUMBER DOUBLE SINK � ••�� PERPENDICULAR ❑❑ 4 9 � GARAGE E 6 SQ.FT. ■ JOB NO, 04-B1-0048 I� R PLATE � BLOCKING TOTAL. AREA 2791 SQ.FT. . SINGLE SINK Abaco Key ROUND OR DIAMETER ® FINISH GRADE WOOD SHEET TITLE SHEET GENERAL NOTES A1 . 1 ............ { R Blocker Home X44 r • � a Jacksonville Beach, . a 8 �m BESTCON Homes � t I-T4 Y ,.0 C4 M 3 4 .O 11 ca' (D C�i O N b 4 ze (D 1711 Cn moo1 T r Co I� LL 10 cop ity of Atlantic Beach 2 Planning and Zoning Department .a. " Thls approval verifies compliance with apPticabls G x zoning, subdivision and other to development regulations, but does ppt Cal hole E approval for the issuance o/permits. Compiiane! fir with Florida Building Coda and all other a u o local, State and F de ral Pplicable tC F.i must be verified b permitting fly of ernenta �� beach Building p Signature a!the t:lty of Sullding Permit. Gal��t0 Sh is&WOMW QI N A J ¢.. LL CEJ A VYpd Sr: Date: C'ltn eV 0 Y x�, 5 a S. w q $ m y,•.. O to TYOF �►PPraBvEeaEA � �) IWII.01 49 0h'icis CM ■ JOB NO, 04-BI-OM jAul .3 1 �9G- Abaco Key FIL _ SHEET TITLE SHEET COVER SHEET cop ' AO.0 L MA ............ { R Blocker Home X44 r • � a Jacksonville Beach, . a 8 �m BESTCON Homes � t I-T4 Y ,.0 C4 M 3 4 .O 11 ca' (D C�i O N b 4 ze (D 1711 Cn moo1 T r Co I� LL 10 cop ity of Atlantic Beach 2 Planning and Zoning Department .a. " Thls approval verifies compliance with apPticabls G x zoning, subdivision and other to development regulations, but does ppt Cal hole E approval for the issuance o/permits. Compiiane! fir with Florida Building Coda and all other a u o local, State and F de ral Pplicable tC F.i must be verified b permitting fly of ernenta �� beach Building p Signature a!the t:lty of Sullding Permit. Gal��t0 Sh is&WOMW QI N A J ¢.. LL CEJ A VYpd Sr: Date: C'ltn eV 0 Y x�, 5 a S. w q $ m y,•.. O to TYOF �►PPraBvEeaEA � �) IWII.01 49 0h'icis CM ■ JOB NO, 04-BI-OM jAul .3 1 �9G- Abaco Key FIL _ SHEET TITLE SHEET COVER SHEET cop ' AO.0 L MA r � as H '�� w a� 2.4 NOTE ABBREVIATIONSGENERAL 4D .� 8 s _ 3 A.B. ANCHOR BOLT FAS FASTEN(ER) PAR PARAU-EL 1. Ali work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P P,BO, PARTICLE BOARD Ordinances,and Regulations and all other authorities having Jurisdiction. AiC AIR CONDITIONING F.B.O. FURNISHED BYOTHERS PC.CONC. PRECAST CONCRETE ARCHITECTURAL A. Vapor Bonier shall be applied on all exterior Ovalis. Install a5 per manufacturers ACC ACCESS F.D. FLOOR DRAW PAL PORCELAIN ENAMEL AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR FS, FINISH FLOOR(LINE) PERI PERIMETER 2. Minimum Design Loads: A-D, AREA DRAIN F.G. FIXED GLASS PKO PARKING B. Install#15(min,)felt under ai(shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) AQ�O COVER SHEET FLOOR: 40 P,S,F.live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FL13 FLASHING PLAS PLASTER No staples allowed. AGO AGGREGATE FLR FLOOR(lNtD PNL PANEL A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND 4 ROOF: 40 P.S,F.Live Load A.N.U. AIR HANDLING UNiT FLUB FLORESCENT(LIGHT) PNT PAINT(ED) �- 10P.S.F.Dead Load L). Flash all roof to wall conditions. AL ABOVE LANDING FN FENCE PR PAIR(OF) GENERAL NOTES ALT ALTERNATE FNO FOUNDATION PREFAB PREFABRICATED n Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5' min. 27 gauge aluminum with baked enamel finish, Downs ut to be 4' ALUM ALUMINUM F.O. FACE OF PSF POUNDS PER SQUARE FOOT Iii rw—n g g (min.) 9 9 A.P. ACCESS PANEL FP FIREPROOF Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish. APX APPROXIMATE FPHB FIRE PROOF HOSE BIBB PTSN PARTn low I POUNDS ER SQUARE INCH ARCH. ARCHITECT(URAL) FPL FIREPLACE P.T. PRESSURE TREATED(WOAD) LAYOUTS - ASPH ASPHALT FR FRAME(D)(ING) PV PAVE(D)OR PAVING 3, CONCRETE 6. INSULATION A.T, ASPHALTTOLE FS FULLSIzt (PIPE)AUTO. AUTOMATIC FTG FOOTING PVC POLYVINYLCHLORIDE AVO AVERAGE ( PVMT PAVEMENT PWD PLYWOOD ENT A2.O FQUNDATION PLAN A. Foundation typos and designs may vary with the Individual pertinent soils conditions on A. Provide R-11 (Min.)batt insulation in all extarfor walls and R-19(minimum)blown insulation FUR FURRED each lot. The Architect does not warrant or uarantee this building design in locations g ) MS 36'WIDE BASE GAB. GA GAUGE2.1 MAIN FLOOR PLAN g g g (or batt and blown Insulation)in all ceilings or rafters adjacent to the exterior or to unheated O.T.qTOUARAYTILE where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property specs. Bo BOARD G.B. GYPSUM(WALL)BOARD structure or gas mitigation due to these occurrences. R-11 batts at fireplace chase walls and under fireplace unit. IGF BI-FOLD(DOOR) G.C. GENERALCQNTRAGTOR �] R RISER(ON STAIRS) A22 SECOND FLOOR PLAN r'"'1 w BIT. BITUMINOUS GO GRADEORGRADING R , 0 !r BLKG BLOCKING G.D.O. GARAGE DOOR OPENER RIA RETURN AIR r� q BLDG BUILDING GPI GROUND FAULT INTERRUPTER AD RADIUSRBAS@ A2.3 ROOF PLAN SLK BLOCK(CMUs) GL GLASS OR GLAZINGr� r B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation BLKG BLOCKING GL,BK. GLASS BLOCK R�D. ROORUBBLE DRAW A2.4 F FO NT & RIGHT ELEVATIONS 1,u. and structural designs due to inade u to soils Or landfill occurences shall be the SM BEAM G.1. GALVANIZED IRON g q q 7. DRYWALL REFR REFRIGERATOR 1 ••• responsibility of the'Builder-Developer'or its subcontractors involved with the design and B.M. BENCH MARK GT GROUT REQ REQUIRED A2.5 REAR & LEFT ELEVATIONS ••• Installation of such;and the Architect shall not be held liable or responsible for their BP Bl-PASS(DOOR) RES RESILIENT implementations, A. All walls to have 1/2'gypsum and all ceiling to have 5/e'gypsum or 112"telling board unless BRG BEARING 4Z'H 4r HIGH(WALL) REV REVI510N(S),REVISED A2.5 INTERIOR ELEVATIONS rw.r BRK BRICK HO HEAD OR HARD ELECTRICAL noted otherwise. RD HOSE BIBBREV REINFORCED(WG) B.S. BOTH SKIES H.C. HOLLOW CARE RFG ROOFING BSMT BASEMENT R.J.B, REIN B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING C. Contractor shall be responsible for size,location and Installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER RSM RANGE W/MICROWAVE per local codes or specific soil conditions,whichever is more restrictive. BvL BEVELED HDW HARDWARE RM F160M E1.1 MAIN FLOOR ELECTRICAL PLAN B.W. BOTH WAYS HGT HEIGHT R.O. ROUGH OPENING H.M. HOLLOW METAL R.O.W. RIGWTOFWAY E1.2 SECOND FLOOR ELECTRICAL PLAN 8. INTERIOR TRIM ANP FIN15H6S to bo selected by contractor. �+► CAB CABINET HORZ HORIZONTAL R&S RODANDSHELF(S) rD D. Soil test must be approved by Geo technical Engineer prior to footing pour. �r C.B. ,CATCH BASIN HR HOUR DETAILS N ry CEM CEMENT HA. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) g C 9. DOORS&WINDOWS CER CERAMIC HS HORIZONTAL5LIDER SCH SCHEDULE c�3 OF CUBIC FOOT HTG HEATING E. All concrete footings are designed to bear on minimum sod pressure of 3000 psSp SMOKE DETECTOR .f.and CRAM CHAMFER HVAC HEATING/VENTILATINGIAIR GOND. S!C SECTION shall be placed an firm,undisturbed soil W-8'minimum below grade. Contractor to A. All patio doors-operable loaf inside, c.l. casT ORON HIND HARDWOOD(FLOORS) S.P. SQUARE FEET ro Ia ti reinforce concrete footings and poured concrete waits as required far specific sail conditionsC,i.P.CONC. CAST-IN-PLAGEGONC, .D IRONING BOARD ADA FOUNDATION & WALL SECTIONS or local codes,whichever,Is more razIdative. B. Door and window Infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE ISF.GL SAFETYGLASS CIS Cl) performance standards ANSI/AAMA 101-88 f' Sor metal windows DH-C40 for vinyl windows GIRO CIRCUMFERENCE ' l.D. INSIDE DIAMETER S.GSLIDING GLA55 DOOR c �^ SH SINGLE HUNG ORSHlO.F(VING) AD-2 ROOF SECTIONS IQNS and the CRF shall not be less than 55, C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF ry SHIT (DRAWING)SHEET �j ra CK CALK(ING)CAULK(LVG) I.M. INSULATED METAL SHTHG SHEATHING AD-3 MISC DETAILS N F. All concrete shall attain a 28 da compressive siren of 3,000 s.i. CL CLOSET OR CENTER LINE INS OR INSUL iNSULATED{TION) Y p gttt p SIM SIMILAR .. CLG CEILING INT INTERIOR SKL SKYLIGHT AD.4 MISC D ETA I LS OUR CLFJiR(ANGE) G C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding GLS CLOSURE OR CLOSER(DOOR) SL SIDELIGHT OR SLEEVE �+ " n G. Provide minimum 4'concrete cover at under slab utility locations. When concrete lass doors and in windows as per local codes;, CENTIMETER(S) JOINT(FLOOR OR ROOF) SNT SEALANT A D.5 MISC D ETA I LS a o. � g p CM GENTIMETI=R S) JT JOINT SPC SPACER encasement of utility lines Is required,Increase stab thickness at the utility Una. Install CMU CONCRETE MASONRY UNiT utilities lines well below slab. C.O. CASED OPENING ■K� KD KNOCKDOWN(CEILING) SPEC SPECIFICATIONS D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN �R KIT KITCHEN SPK (AUDIO)SPEAKER(S) openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT S,ST. STAINLESS STEEL STD STANDARD H. PrpV(d@ isolation)Ginn material(asphalt Impregnated)between foundation Walls and all Slabs GONG CONCRETE KPL KlCKPLATE(ON DOOR) STG OR STO STORAGE COND (AC)CONDENSER KIS KNEE SPACE STL STEAL Including patio, porch and sidewalks. CONST CONSTRUCTION 10, MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM' LAMINATE5TR STRUCTURAL D) SO SQUARE CONTCONTRACTORLAV I ORY(SINK) DIMENSION NOTE I, Provide'Zip Strip'or tooled control joints where Indicated on the foundation plans. CORR CORRUGATED sus SUSPENDED Cn A. Ali electrical and plumbing requirements shall)comply with local building codes. All outdoor, CPA COPPERPPppER L.0.0, LOCATION BY OTHERS S,W, SHEAR WALL bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET UV LIVINIVIN G Service panels to be(min.)20 circuit.100 amp,110 Volt. CRS COURSES) LP. LIVE LOAD 7 TREAD(AT STAIRS)CA YI!$ 4. FRAMING L.P. I.AMINATEDPL.ASTIC T T,B, TOWER BAR (D CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CASTSTONE L.T. LAUNDRYTUS TO TERRACOTTA i DIMENSIONS ARE TAKEN FROM FACE OF STEL)TO A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the G.T. GERAMIC TILE LTL LINTEL T.C,J. TROWELED CONTRQLJOW7 FACE OF STUQ n. trLESS OTHERWICE�;gTED. following: B. Provide gray box for washer and provide solidi metal d er vent(taped-no screws)to GTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) ` 9 g Y P ry 1 TEMP. TEMPERED(GLASS) exterior. CX CONNLXTION LVR LOUVER T&G TONGUE&GROOVE 2800 psi in Bending,Fb CY CUBIC YARD TEL TELEPHONE 285 sl in Horizontal shear,Fv C. All sewer and water sleeves to be depth and separation as r local coda below adjacent M METER(S) THK THICKNESS) F P p per da t2O t2'DEEP l.'v�:' MAXIMUM THR THRESHOLD 2,000,000 psl In Modulus of Elasticity,E finish grade. D D DRYER.OR DRAIN MAS MASONRY T.O.C. TOP OF CONCRETE ) DBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION B, Unless othorwise noted,all dimension framing lumber shad have an allowable bending DECO DECORATIVE f17,, MEDICINECABINET T.O.M. TOP OF MASONRY stress+875 p.s,t„(1000 psi repetitive)or better. D. Provide main sewer clean-cut within 5'•0'inside or outside of the building line unless noted DEM DEMOLISH,OEMOLiTICN MECH MECHANICAL T.O.W. TOP OF WINDOW otherwise. DEP DEPRESSED MFR. MANUFACTURER TR OR TRN TRANSOM(WINDOW) DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meter to an exterior D,F. DRINKING FOUNTAIN MW MINIMUM 9 TV TELEVISION OUTLET OR LOCATION >M IIrw1 remote water motor reader at a location to be approved by the Water Department. The DH DOODLE HUNG MIR MIRROR TVP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent Installation in conduit shall be capable of accepting a law voltage minimum 2 conductor cable supplied DAM DIAMETER MISC MISCELLANEOUS DIM DIMENSION MLD MOULDING a building in accordance with commentary and recommendations as published by the"truss and installed by the electrical contractor.The cable shad be capper and a minimum#18. � UNF UNFINISHED LIC UNDERCUT(DOOR) Plato Institute. The water department shall make the Connections. D.L. DEAD LOAD MM MILLIMETER p DOWN(STAIRS) MMB MEMBRANE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP•PROOFING M.O. MASQNRYOPENING U.N.O. UNLESS NOTED OTHERWISE DR DOOR MOD MODULAR UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 2. DRY DRYER MACHINE MRD MARBLE VB VANITY BASE �'high density T&GI Plywood subtioor glued and nailed. Panel span rating shall be APA V.B. VAPOR BARRIER 24132, Exposure 1,whh sealed edges, Install per manufacturers'spacing and edge DS DOWNSPOUT MTL METAL V836 36'WIDE VANITY BASE recommendations, F. Water service shall be 1'minimum from each exterior shut off valve. 0/3 DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL D.T. DRAIN TILT; MULL MULLION OR MULLED YIN (SHEET)VINYL DTL DETAIL V.S. VEGTABLESINK 3• Y'undeha meat minimum under vinyl or file on wand frame boors slams. G. All shower head heights to be 80'AFF at fiberglass showers and 84'AFF at coramic OW DISHWASHER A I N/A NOT APPLICABLE V.T. VINYL TILE 1 Y (minimum) Y Y DWQ DRAWING N N.I.C. NOT IN CONTRACT LLJ Showers. DOOR DRAWER NL NOMINLE < NOM NOMINAL W W3630 36'W X 30"H WALL CAB Q 4• Mine/"high dans 0.3,8.wood root sheathing with'H'di APA i s rating shop EA EACH N.T.S. NOT TO SCALE r� W WIDE OR WASHING MACHINE n g dY 9 clips. pane P� g WC WATER CLOSET E be 24/0,exposure 1,with sealed edges.Install per manufacturer:;spacing and edge EB EYEBROW(FLATARGH) N,G,V.D, NAT.GEODETIC VERTICAL DATOM WD WOOD recommendations E.F. EACH FACE IMPORTANT NOT 0 OA OVERALL WF WIDf~FLANGE(STEEL BFI.M) E.J. EXPANSIONJOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION D.C. ONCENTER W.H. WALLHUNG D. Roof truss systems shall be fabricated with wood chords and wood webs lnaccordance whh ELEC ELECTRIC(AL) O.GAR OVERHEAD CABINET WI WROUGHT IRON ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTR CALPANEL designs prepared under the supervision of a registered professional engineer. EO EQUAL O.D. OUTSIDE DIGARAG WIC WALK-IN CLOSET OVERHEADGARAGE REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE O.O.D. EDOOR WIN wlNDow E.W.C. ELECTRIC WATER COOLER OH OVERHEAD Wi W/O WITH R ROOFIWITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPNG OPTIONAL WP WATERPROOFING) E, Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for EXH EXHAUST OPT OPTIONAL W,R. WATER RESISTANT approval of roof trusses and beams CLARIFY CONFLICTING INFORMATION. EXT EXTERIOR OSB ORIENTED STRAND BOARD W,S. WAINSCOT wSCT WAINSCOT ATTICW.T.W. wALLTOwaLL wWM WELDED WIRE MESH F. Min%s exterior grade plywood or 059 woad sheathing behind all masonry veneer,dryvit VENT Panels and cadet siding.Sea elevations for locations. CALCULATION G. Pressure treated lumber to be used where wood Is 1n contact with concrete and for 2x4 mud SYMBOLS sill. H. Exterior deck construction shall be with pressure treated lumber with dimensions as � Indicated on the plans, - lA E�;81I EARTH PLYWOOD FORMULA: ELEVATION KEY OR SECTION KEY 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING SHEET NUMBER ':'' SAND OR GRAVEL FILL ® INSULATING SHEATHING *144 SQ. IN. - 1 SQ. FT. BLDG. CEILING (SF)X 144= BLDG (SQ. IN.) WOOD STUD PARTITION BATT INSULATION BLDG. (SQ, IN.)/300 =SQ. IN. OF VENT REQUIRED © a DETAIL NUMBER OR SECTION KEY SQ. IN. OF VENT REQUIRED 12=50%AT RIDGE&50%AT EAVES ,- f SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 �+ j UNLESS OTHERWISE NOTED RIGID INSULATION W a ® BRICK .wo w CflWATER CLOSETTABULATION ANGLE AREA CONCRETE BLOCK CENTERLINE MAIN FLOOR PLAN 1256 SQ.FT. CONCRETE ruBisHowER SECOND FLOOR PLAN 713 SQ.FT. I r , HOSE BIBB(FREEZE PROOF) + ' ® ?I(D-- GAS LINE STUB TOTAL /C AREA 1969 SQFT LAVATORY STEEL FRON'r PORCH 1 �2 SQ FT. ayh m 0. PENNY LL a. d ® LANAI 101 S .FT.DIMENSIONAL LUMBER DOUBLE SINK � ••�� PERPENDICULAR ❑❑ 4 9 � GARAGE E 6 SQ.FT. ■ JOB NO, 04-B1-0048 I� R PLATE � BLOCKING TOTAL. AREA 2791 SQ.FT. . SINGLE SINK Abaco Key ROUND OR DIAMETER ® FINISH GRADE WOOD SHEET TITLE SHEET GENERAL NOTES A1 . 1 FOUNDATION NOTES [NOTE—FOUNDATION] 1, STRUCTURAL FOUNDATION PLANS SHALL —as 'I" BE BY OTHERS. SEE STRUCTURAL 45 ENGINEERING FOR ALL STRUCTURAL DETAILS AND NOTES. A€ B 2. SLOPE GARAGE FLOOR 1/8"PER FOOT TO " E ° OVERHEAD GARAGE DOOR OPENING. 3. 4"CONCRETE SLAB w/6"x6"x10"/1 O"W.W.M, OVER 6 MIL VAPOR BARRIER OVER CLEAN d! �E A WELL COMPACTED (MIN.3000 P.S.I.) TERMITE TREATED FILL, (3000 P.Sl) FIBER MIX OPT. 4, CONFIRM ALL INTERIOR BEARINGS WITH TRUSS ENGINEERING OR CONY.FRAMING PLAN, as a' - 5, SUPPLY SEPARATE CONDUITS TO ANY � 2z'-4" s'o" iz'a" ISLANDS FOR GAS AND ELECTRIC. q 6, CONFIRM ALL FLOOR OUTLET LOCATIONS r s'ayz" a'aos'a X-10" WITH BUILDER AND/OR HOMEOWNER PRIOR TO SLAB POUR. w cn 7. GENERAL CONTRACTOR TO PROVIDE SLAB a CONTROL JOINTS EVERY 400 5Q.FT. C 1 _____________ _____ _________ _______________________�_-- i STEPS TO GRAD A5 REQUIRED BY CC DE 0 f 1 � I i � ' t- -_------- 1 - ---__--- -------------------- �e 2 1 I I y I ------ 1 1 a -5 1/2'STP 1/2' D 1 D I = m a C3 I r� 5'-0" in I I I -o i la-0T2' 4'S' 3'-6y" — — o � 1 _ L---------------------------------+ j CO.lC.A/C PAD 4 a .- i � I ` p REF. LI)tw �Ar 0 3 1/2'GONG.SLAB W/ I I 51 1 `�--1 W ®O 0 x B NO.10 WWM OR FIBERMESH. I I 4 0' I I t SINK w/ FEINF.OVER VAPOR BARRIER 1 w� DLSP, CVER CLEAN COMPACTED I I TREATED FILL 1 1 I -BI Y-W FIN,FLR, 1 I 1 F=161 � VERIFY INTERIOR BEARING WALLS WITH TRUSS ENGINEEERING 1 I • is j � I 1 � '0 I I -- 7-7- 4,,�417-11177-1771111711111 1 — ------...— ------------- _j ----------- I 1 ; Cz + 1 4 -STEP DOW4 CT31 1 1 1 = 1 1 I 1 I 1 1 1 I 1 - �- --- _ �I. w i i j 4 -_-------------------- ! - ------------------- + I -- I 1 ,� 1'_8• 1 �p 1 � 1 • - DW 1 I 1 1 1 1 I l ; ---------- ----------------•.__--- r-- ----- ------ -- ----------___-----________--- I 1 I L--,________________________________________'--- L __ a� J• v. a 4 l — ,a ° STEPS TO GRADE AS G cl ,•J dIA.• 4 d ♦,4 .• , — .A� q' REQUIRED BY CODE aw 0 • d .O .CI 4� 4 4 q 4• � � w • a a d a 0 q a• [ d a a s, �j u .• a ft S. '-1' n nrni I1'-8" 1' p T r ado" (LU.a ■ JOB NO. 04-81.0048 Foundat 'ion- • Abaco Key SCALE: SHEET TITLE SHEET FOUNDATION A2,0 F N r MAI FLOOR NOTES [NOTE-FLOOR] �?-B p•a� 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR is ' 40 2z�" 5-0 12 a ELEVATION TO BE CLEAR GLASS. i 5'-S!/22.u 4 ` 2 12,1" 2. ALL UNDIMENSIONED PARTITIONS( � g e. ARE 3 1/2 ROUGH. .� 'm x " " 2'-7l " " 3. ALL ANGLED PARTITIONS ARE 45 �; c e. DEGREES UNLESS OTHERWISE NOTED. 2-11 Z-6 /z 6'-8" Z'"9z 3'-0" 3'4" TAN 3'-0" 4. PROVIDE MINIMUM 2-2x12'5 w/1/2" 2 PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID 4 BLOCKING, 6. ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS OTHERWISE NOTED. fo 4a"x48"GLS BlK 3060 SH @ 3060&1 @ 7. ALL TRUSSES TO BEAR ON EXTERIOR 9n"AFF 904 AFF 90"AFF WALLS AND/OR GIRDER TRUSSES UNLESS a OTHERWISE NOTED ON FOUNDATION PLAN. v 4'-5" 3'- o" 4'-4" 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, HANGERS& SET SPACING FOR ALL 6n 0 TRUSSES, V) 9. WINDOW SUPPLIER TO VERIFY AT LEAST X ONE WINDOW IN ALL BEDROOMS TO HAVE 4a s°h A CLEAR EGRESS OPENING OF 5.7 SO.FT. FIR #4-4 .. aYP RTOz-6 /z KNEEWALL aE slim BY __ WITH MIN.DIMENSION OF 24" IN HEIGHT ANDm SUPERINTENDENT 20"INWIDTH; SILL HEIGHT NOT GREATER2s6aTHAN 44'ABOVE 9'-0" CLG. P'� MASTER SUITE H B 10. BALLOON FAME ALOL EXTERIOR WALLS 9'-9"X9'-0" 9'-D"CLG.Is (ABOVE 8'-1")TO UNDERSIDE OF ROOF 11'6"X 15'-0" SHEATHING-PROVIDE FIRE STOPPING L01pis n�5 EVERY 8'-0"VERTICALLY IN WALLS�8'-1".��0®®® 11, ALL HANDRAIL BALUSTERS TO BE 2 2668 LANAI SPACED SUCH THAT A 4"SPHERE CANNOT PASS BETWEEN BALUSTERS. 00 —�S 9'-0"CLG. 12. ALL ELECTRICAL AND MECHANICAL Ln 12'-8"X 8'-0" EQUIPMENT& METERS ARE SUBJECT TO ~ Y _ RELOCATION DUE TO FIELD CONDITIONS; W a -j 9'-0"CLG. N $ 9'-9"X 5'-6" CONTRACTOR TO VERIFY. �a r, rn N N I 13. FOR ADDITIONAL NOTES SEE GENERAL 2668 3060 SH @ 3060 5H @ 3060 5H(gl •C PKT 90"AI=F 90"AFF 9('AFf NOTES ON TITLE SHEET&DETAILS. 01, �- - - PICAL WINDOW HEAD HEIGHT SHALL BE �Ca W v j v RIS SECOND FLOOR 84w BOVE FINISH FLOOR(U.N.0.), --� orlc 1 WINDOW MANUFACTURER TO TEMPER ALL �ro F ti I \ 1 ..______� 1 WINDOWS 2'WITHIN DOORS,OVER TUB& �� °, 1 \♦♦ v 1 I 37 RER_ SPACE I -E4C DNv SHOWERS 7 WINDOWS WITHIN 18"OF THE o ° 1 FINISHED FLOOR. 42 I \ 4-0' I � \ 1 CONDENSE7Z I N *w U T I L I $INK w ♦\ 40.5"h WALL 1 I I DI5POSA1. \\ 1 w/15"MR 9'-D"CLG. __— e Top I p/s I 24n 1 � .1 10'-z" 3.��" � cu P� KITCHEN I Cn M 13`6"""x zGi" I LIVING ROOM N -------- M 1 9'-a" CLG. N i I______i____—,..._ RANGE W/ 1 la'-4"X 16'-11" N iv I I I N, MICPO HOOD 1 �� 4 I I I N N r __ _�I_i_ 2068 a I Ln sic4j SII I �c � � za3osllc� N _ I� 4 Y rr 90"AFF = PK7 CHC I -_ -- —al OHC F— V-40� 9'-0" 1 � ac ink 2668 ---___...... _..._—__.,....,........ '�^L-J 17@7.404" 2668 ---- -------------------_ ■ruwlr�r■ 1 9'5p.OPf3.--------- I •---10"Cl}l.UI,�N TO CEILING LL N FOYER Cu 2'-illl2" 1'-11" 1'-7%" ,L',Q�" 9��1/2" Go � ... 9'-a" CLG. I 36•KNEE WALL �r a 8'-0"X 7'-10" cz DINING ROOM 9'-0" CLG. ll'-I"X 10'-6" 4 M 306 w 2 t0's M GARAGE 3060 SH @ 3060 SH Q 90"AFF 90"AFF 9'-0" CLG, rrr�lr�rlll� 4 19'-9"X 22'•9" FRONT PORCH 9'-0" CLG. \ -------------------- Ln ---- ---� 1 / -5"• -- - 11'-3" Lnr.... .____—� ♦ SECOND FLOOR / d \ / r q4 a ♦ / $ 16'X 7'Q.H.D. 2 6 y . ' v ' v �• � Q a e, a4 a q ny a 4 e A 4 e d. v A parr q v , r1 a13 d •_ d• `• - d •d. - 4' d 4 v' d AREA TABULATION k b Ci q d n ;t � ^�a l0'-2" 4'-D" 4'-0 4'-U. 3'�" 44" MAIN FLOOR PLAN 1256 S .FT. } f. U. a. SECOND FLOOR PLAN 71 ALL DOORS TO3 SQ.FT. NOTE ,m TOTAL A/C AREA 1969 SQ.FT. ��NO. 0a aoaa FRONT PORCH 162 SQ.FT. Abaco Key HAVE■ 42 " RETURN LANAI 101 SQ-FT- SHEETPlan GARAGE 469 SQ.FT. SHEET TITLE Slif=&T oor ars MAIN FLOOR PLAN SCALE: 1/4"=1'-0° 5G4LE: 1% '`_1�_��1 TOTAL AREA 2701 SQ.FT. A2. 1 L MA i r MAIN FLOOR NOTES o [NOTE,-.,FLOOR] 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR ,$ ELEVATION TO BE CLEAR GLASS, ? 2. ALL UNDIMENSIONED PARTITIONS (' E ARE 3 1/2" ROUGH. c 8 3. ALL ANGLED PARTITIONS ARE 45 fill DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2xl2's wl 1/2" $ RUM PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5, 3-2x4's MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID 4 BLOCKING. " 6. ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS OTHERWISE NOTED. Ln 7. ALL TRUSSES TO BEAR ON EXTERIOR D a WALLS AND/OR GIRDER TRUSSES UNLESS zo 4" OTHERWISE NOTED ON FOUNDATION PLAN. 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, HANGERS&SET SPACING FOR ALL 6'-4" 14'-0" TRUSSES. V) 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ.FT. » WITH MIN. DIMENSION OF 24"IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER R THAN 44"ABOVE FLOOR. an 10. BALLOON FRAME ALL EXTERIOR WALLS (ABOVE 8'-1")TO UNDERSIDE OF ROOF -•- SHEATHING-PROVIDE FIRE STOPPING a.r EVERY 8'-0"VERTICALLY IN WALLS a 8'-1". j 11. ALL HANDRAIL BALUSTERS TO BE SPACED SUCH THAT A 4'SPHERE CANNOT PASS BETWEEN BALUSTERS. 12. ALL ELECTRICAL AND MECHANICAL EQUIPMENT&METERS ARE SUBJECT TO L 9'-0" CLG. RELOCATION DUE TO FIELD CONDITIONS; M CONTRACTOR TO VERIFY. Co m 13. FOR ADDITIONAL NOTES SEE GENERAL a 9' NOTES ON TITLE SHEET& DETAILS. 2sse STORAGE 14. TYPICAL WINDOW HEAD HEIGHT SHALT.BE% U ti 84"ABOVE FINISH FLOOR(U.N.O.). N 91-011 CLG. 15. WINDOW MANUFACTURER TO TEMPER ALL „ n 13-3 X 12'-3" WINDOWS 2'WITHIN DOORS, OVER TUB& SHOWERS 7 WINDOWS WITHIN 18"OF THE o Ln FINISHED FLOOR. a° a 2668 PKT. N STUD 3ps0 5H @ 9'-0" CLG. 84'AFF 6'-0"X 14'-6" a M "N 17 7. 3050 SH @ DO N 84"AFF D/S WS n 9.0 CLG. t7 Cnto M r m x f ' a- Gl M 41. BAT ra • � 2668 -' t' -7Y2' S'-3y 0 5-0"X$1 3050 5H @ 84"AFF N BEDROOM 2 nye 7, �" Z,-3n 9'-0" CLG. . . 10'-8'X 9'-z" 2668 fp iV 2068 BEDROOM 3 RIS � n 9'-0"CLG. M 11'0"X 9'-10" cu v ---------- --------- ws ws 41:4" in V-0'WALL HEIGHT 2X6 2X6 N 3050 5H 0 3050 5H @ 84"AFF 84"AFF 4'-1" 3'-4" 4'4" t. 4'-6y4" 4'4' 11 &" am Q pS� Z E F kY (7 241• n CUE fti AREA TABULATION r- ..� 32 MAIN FLOOR PLAN 1256 SQ"FT. � �}t 6 �, ' 4 C.ti d NOTE , ALL DOORS TO■ SECOND FLOUR PLAN 713 SQ.FT. �OB NO. 04-Bt-0046 TTOTAL A/C AREA 1969 SQ.FT. FRONT PORCH 162 SQ.FT. Abaco Key HAVE■ 41/2 " RETURNLANAI 101 SQ-FT. SHEET TITLE SHEET FraminPlan o Plan GARAGE 469 SQ.FT. MAIN FLOOR PIAN SCALE: 1/4"=1'-0" SCALE: 1/4"1=1'41 TOTAL AREA 2701 SQ-FT. A2.2 L a na Mesad lwlte- ...-..1...... v � �`q r�� U W €S c c 2, a 8 4 r w � � WWc� Ile p � CO i ri U �N tp to a7 p C O Q � � QO RIME -— RI D6 QDLuti poop J� RIDGE w d N ---------- Ti ap CIO Cu SLOPE SLOPE � - B:IZ G4� ua O oG ! y� CRICKET t� SLOPE oZ SLOPE 8:12 SLOPE uu -- cn ' X&A o LQ r 4 A � n R awn. ■ JOB NO. 04-B1-0048 Abaco Key Roof P SHEET TITLE SHEET SCALE: 1/4!'=l'_0" ROOF LAYOUT A2.3 L ... .... ........ r EXTERIOR b ELEVATION NOTES ro a [NOTE_EXTELEV] m5-5 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. '" ' 2. PROVIDE ROOF AND SOFFIT VENTS AS g REQUIRED BY CODE AND MANUFACTURERS L SPECIFICATIONS. lei SHAKE a u9 a co -- — - - -- L 4" FRIEZE(TW) V) 1 BOARD AND BATTONIf - .:. Q 0'-0" FIN.FLR. !-ti METAL ACCENT ROOF ~ cog LAP SIDING 12"BEAM(TYP) d 00 t a Q1 tj,h 10"COLUMN(TYP) v � N 4"TRIM(TYP) B"BANDING _ 0200 0'-Ou FIN,FL Cn FrontI.F. 1evation SCALE: 1J4"=1'-D" v r/ ■ ■�wwM �--- � 1 t 1 _0`-0" FIN.FFIR_ .p. o L4 PLT. a � a E LAP SIDING z � a r . 10"COLUMN 4"TRIM(TYP) g 8 BAND(TYP) 10E- E O m .c a �a GRADE 1 • JOB NO. 04-B1-0048 Rmighl Elevation Abaco Key SCALE: 1/4,'=V-0" SHEET TITLE SHEET FRONT&RIGHT ELEVATIONS. A2.4■ L r EXTERIOR s O ELEVATION NOTES [NOTE-EXTELEV] E 1. GRADE CONDITIONS MAY VARY FOR q INDIVIDUAL SITE FROM THAT SHOWN. -11 . $ H BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. o 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. 4 9'-_11/8" PLT_ L FIR C OF SHINGLES — __- � W p4 _0'_0" FIN.FFLR. _ 91-11/81,PLT ti� � II 10"COLUMN o'Q 4"WINDOW TRIM ti -7 N -7 F NII C,7C, aa 41 (D m r- 8"BANDING a a 0'-0"FIN.R. GRADE ■ Rear v ion SCALE: 1/4"=1'-0" - (D CIO 4 FRIEZE R� 0'-0" FIN. FLR. - � x � x LAP SIDING q K E 11 U ?� 4"TRIM(TYP) r a u B"BAND(TYP) , a=o X19.FL GRADE x �a a ■ Left Elevation Jog No. G4-BI-0048, SCALE: 1J4"=1'-0" Abaco Key SHEET TITRE SHEET REAR&LEFT - ELEVATIONS A2.5 2r j 7/0 Att&llm Al os W to L • ( 44 i r r ; rrr 31-911 4'"011 31-911 21-61 1 31-911 I X 4 _ .. -- -_�=--- - ------�_-_ � 2 X 4 � to n N 07 REMOVE AS NECESSARY �_____ _-__=�_= r`v "cv ;��_��=--_=__��_: MICRO �F FOR ELECTRICAL OUTLET �'� '� SINK �� HOOD �+ m w '� ti @ 450 ANGLED CABINET - N N i � C3 40.511 (D 39 REF. = - SPACE a 2 x 4 -1 1 DEW I 1 0 .�_-__ �w RANGE -� Cn 40.5" KNEE WALL DETAIL 2 I n r 11 -0 2 '0 31-911 21-611 31911 Kitchen Cabinet Elevation SCALE: 1/2"=1'-0" Cn wr �0:::0 0 0 00 - d- d' s --- O M ----------- LQ ao r L z 1`611 21-011 �1-`„ "Ok Q bL t 11 tl � p 21-011 1 -6 1t-6 2 -o ru Master gaih Cabihoet Elevation Baths 3 Cabinet Elevation u Q Da SCALE: 1/2"=1'-0" SCALE: 1j2"-1'-0" � ' #R u • J,B NQ, 04-Bi-0048 Abaco Key SHEET TITLE SHEET INTERIOR ELEVATIONS A2.6 L t� r C �w ssad2 9 o � w cn •� ■ � W N 31-919 4'-011 31-911 2'-61 31-919 N n N N MrCRO REMOVE AS NECESSARY HOOD FOR ELECTRICAL OUTLET `� SINK -" g @ 450 ANGLED CABINET - [V 40.5 39" REF. SPACE �.� � ` • Q. a /+ 2 4 D W 4 ��' _ '`- RANGE I -'-~ -. I w �i 40.5" KNEE WALL DETAIL 211 rr 1 it -011 -0 2 -0 31-911 21-611 31-911 Kitchen Cabinet Elevation SCALE: 1/2"=1'-0" CIO r Cu Cu 00 D �1rJ 1 d- r1jz LQ 4 1a 11-611 21-011 i 1—`11 '�'' R 1 1r 1 1r 1 n 1 n �1b ■E E 2 -0 1 -6 1 -6 2 -o Master -,ath toabinet Elevation Bath 3 Cabinet Eleva � n � u , a a Vie. SCALE: 1/2"=1'-0" SCALE: 112"=1'-0" � w p CcV} .' Q w ; a w o. JOB NO. 04-B1-0048 Abaco Key SHEET TITLE SHEET INTERIOR ELEVATIONS A2.6 L rla fiauha � . .........._ ELECTRICAL KEY _ [NOTE—ELECSWI [{'-R} SINGLE POLE OUTLET c3g DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER a R2 Nrp WEATHERPROOF DUPLEX OUTLET r GFI GROUND-FAULT CIRCUIT-INTERRUPTER ' g DUPLEX OUTLET !@ 2 r ' HALF-SWITCHED DUPLEX OUTLET I Is 0 SPECIAL PURPOSE OUTLETMUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX f�* WALL SWITCH ►-3 'THREE-WAY SWITCH 4 [-4 FOUR-WAY SWITCH `- R RHEOSTAT SWITCH w DM DIMMER SWITCH Q REINFORCED JUNCTION BOX - a a CEILING MOUNTED INCANDESCENT j LIGHT FIXTURE WALL MOUNTED INCANDESCENT \ LIGHT FIXTURE V) \ \ RECESSED INCANDESCENT LIGHT FIXTURE �""� TILE CARPET H.B. ■ V w �. r• RECESSED ADJUSTABLE EYEBALL 1* + �.► �;� 'TV10 L INCANDESCENT LIGHT FIXTURE M - INCANDESCENT LIGHT FIXTURE .. a - - � ��•�.�•� •�.�•`_ pc WITH PULL CHAIN EXIT LIGHT EMERGENCY LIGHT ---------- ____-__ ``. `. � I FLUORESCENT LIGHT FIXTURE SECURIly BTM FLUORESCENT LIGHT FIXTURE �! WITH PULL CHAIN i �.• �!' TRACK LIGHT p� Low-VOLT ; - -- TOP @ 72" I ! 0 EXHAUST FAN(VENT TO EXTERIOR) Y Edo ® �\ 1 EXHAUST FAN/LIGHT COMBINATION N NMp7 (VENT TO EXTERIOR) o ---� ----- `'`'-_ '�• EXHAUST FAN WITH HEAT LAMP GFI (VENT TO EXTERIOR) 9 0 m cp CHIMES -9 @ ry OUTLET @ 450 -1------ % ---- -- ``. `� ] PUSHBUTTON SWITCH PB (D } I ! TV Q SMOKE DETECTOR 4 c a --- i a. a o 0 \ ® HEAT DETECTOR � FMD c02 DETECTOR • / .• �T THERMOSTAT CARPET i (D SPEAKER '!"� iii -� b PHONE(1-CATS) CIO A DRC(1-CAT5,1-RG6) ti �___ --- - �'` % i�• MDC(2-CAT5,2-RG6) 1 I IIi; Y 1 ! ELECTRIC METER S � GFI GFI i � � ` ,r � ELECTRIC PANEL f II 70 1 CEILING FAN PREWIRE j^ ��' �• W !\ (PROVIDE ADEQUATE SUPPORT) \• •�. U CEILING FAN/LIGHT PREWIRE �.`PB -_� __�-,��==_- -=-- :_. ' PROVIDE ADEQUATE I w ` ( QU SUPPORT) 3 -� - - __�vv ELECTRICAL NOTES: / 1 [NOTE_ELECTRICI 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE I \• ! PROTECTION ASSOCIATION(NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAULT y G •''~ 2. CIRCUIT-INTERRUPTERS (GFI)AS REQUIRED BY I i �x� NATIONAL ELECTRIC CODE(NEC)AND MEETING THE FI \ t I cz i REQUIREMENTS OF ALL GOVERNING CODES. I r ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 1 i 3. DIRECT HOOK-UPS/CUTOFFS. MVAC CONTRACTOR TO VERIFY THERMOSTAT 4, LOCATIONS, -------- ALL ELECTRICAL AND MECHANICAL EQUPMENT(LE. j ! 5• FURNACES,A/C UNITS,ELECTRICAL PANELS,SANITARY *< ! 5 W SUMP PITS,DRAIN TILE SUMP,AND WATER HEATERS) i \ ARE SUBJECT TO RELOCATION DUE TO FIELD \ CONDITIONS. �\ ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER .......... 48"TO CL WALL OUTLETS OVER COUNTER....... 48"TO CL REMAINING SWITCHES ............. 48"TO CL WALL OUTLETS .................. 16'TOCL BATH VANITY BRACKET OUTLET �•�'�• •��\ ^�� GR (1"ABOVE TOP OF MIRROR) .,.... 88"TO CL • �� i' `•� WATER SOFTENER AND SUMP OUTLETS 48'TO CL PAN L '\`� i' `� TELEPHONE OUTLETS .............. 16'TO CL '�\ moi' `•� 4. TELEVISION OUTLETS 16'TO CL EXERIOR GFI OUTLETS ...... _ 16"TO CL v ° 4 a `�. v GARAGE GFI(ABOVE GARAGE FLOOR) 48'TO CL 2 a �4 ; �. '' �' FRONT DOOR COACH LIGHT ......... 84"TO CL NSA A a u 4 `a• a �.�r''�a d s GARAGE DOOR COACH LIGHT, 4, a, �. " �:.-a'� a 4 (ABOVE GARAGE FLOOR) ....... 84"TO CL q o `"s: _ DINING AND BREAKFAST FIXTURE,,... 64"TO BTM a ° c o 4• A . . . OF FIXTURE d ' ° a 4 4' FOYER AND STAIRWAY FIXTURE ...... 96"TO BTM °_ ad ° a ° . OF FIXTURE c ' n '' THERMOSTAT ................... 54'TO CL "� u c �] DOORBELL CHIMES ............... 84"TO CL L- ? �' a a - a. t 4 d 4 a DOORBELL BUTTON LEVEL W/ 0 e o 4 a 4' DR HANDLE ° KITCHEN WALL HUNG MICROWAVE r OUTLET ............... 76'TO CL "? KITCHEN DISHWASHER RECEPTACLE., UNDER SINK o Y F Y,. KITCHEN RANGE .................. 24"TO CL �cn KITCHEN REFRIGERATOR ........... 48w TO CL j 4 m c c WASHERIDRYER OUTLET ............ 48"TO CL r`. CL CLL M Ila q9 NO. 04-BI-0048 - - �� ' �� Plan- Ch=CENTER LINE -El -FIELD VERIFY Abaco Key 2=MASTER BATH STANDARD 30"HIGH SCALE: 1/4"=V-0u VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR i ELECTRICAL E1 . 1 J . L I ELECTRICAL KEY I� ,q (NOTE_ELECSINI r� �$ SINGLE POLE OUTLET �t DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER - wp WEATHERPROOF DUPLEXOUTLET GH GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET r s HALF-SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLETIJUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX ►- WALL SWITCH t -3 THREE-WAY SWITCH 4 4 FOUR-WAY SWITCH R RHEOSTAT SWITCH w �w-DM DIMMER SWITCH Q REINFORCED JUNCTION BOX L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0 RECESSED INCANDESCENT LIGHT FIXTUREr w RECESSED ADJUSTABLE EYEBALL 1� ■ INCANDESCENT LIGHT FIXTUREINCANDESCENT r� T % WITH PULL CHAIN IGHT FIXTURE EXIT LIGHT r T�� EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE �••T•� F�-1 FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN N TRACK LIGHT O EXHAUST FAN(VENT TO EXTERIOR) EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) 0 .2 EXHAUST FAN WITH HEAT LAMP ',r v (VENT TO EXTERIOR) ro M ® CHIMES MDC �O PUSHBUTTON SWITCH y so SMOKE DETECTOR QD o o 0 H dao. ® HEAT DETECTOR ® CO2 DETECTOR •t Q THERMOSTAT SPEAKER (D IQ PHONE(1-CAT3) Cn 4 DOC(1-CAT5,1-RG6) MDC(2-CAT5,2-RG6) i f! ELECTRIC METER 1 i _�■Z ELECTRIC PANEL ! TV CEILING FAN PREWIRE r r3 (PROVIDE ADEQUATE SUPPORT} CEILING FAN/LIGHT PREWIRE (PROVIDE ADEQUATE SUPPORT) . r � i i■ awwr rTILE !l ELECTRICAL NOTES: (NOTE_ELECTRICI 1• PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE CARPET DETECTORS AS REQUIRED BY NATIONAL FIRE i PROTECTION ASSOCIATION(NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES QE PROVIDE AND INSTALL GROUND FAULT 2. GIRCI�JT-INTERRUPTERS (GFI)AS REQUIRED BY CIO �.�•- NATIONAL ELECTRIC CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED p 3• DIRECT HOOK-UPS/CUTOFFS. t HVAC CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPMENT(I.E. 5. FURNACES,AIC UNITS,ELECTRICAL PANELS,SANITARY SUMP PITS,DRAIN TILE SUMP,AND WATER HEATERS) TV i N ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. MDC ! ` ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: 1 .�-. `l� •'•�'ti• SWITCHES OVER COUNTER •,,....... 48"TO CL WALL OUTLETS OVER COUNTER......, 48"TO CL REMAINING SWITCHES 48"TO CL WALL OUTLETS 16"TO CL BATH VANITY BRACKET OUTLET TV (1"ABOVE TOP OF MIRROR) ...... 88"TO CL MDC WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS .............• 16"TO CL TELEVISION OUTLETS " •.•..........• 16 TO CL EXERIOR GFI OUTLETS .•........,,, 16'TO CL GARAGE GFI(ABOVE GARAGE FLOOR) 48'TO CL 2 FRONT DOOR COACH LIGHT ,,....... 84"TO CL ITA GARAGE DOOR COACH LIGHT, 4 (ABOVE GARAGE FLOOR) ....... 84"TO CL Q DINING AND BREAKFAST FIXTURE...,. 64"TO BTM OF FIXTURE FOYER AND STAIRWAY FIXTURE ...,.. 96"TO BTM z OF FIXTURE THERMOSTAT ........•........ 54'TO CL u DOORBELL CHIMES 84"TO CL DOORBELL BUTTON ............... LEVEL WI DR HANDLE KITCHEN WALL HUNG MICROWAVE OUTLET ...................... 76"TO CL U"q KITCHEN DISHWASHER RECEPTACLE., UNDER SINKS: o N KITCHEN RANGE ........,..•...... 24"TO CL KITCHEN REFRIGERATOR .........,, 48'TO CL WASHERIDRYER OUTLET ,..,........ 48'TO CL ati� JOB NO. 04-B1.6048 Electr"ical a 1 =CENTER LINE 1 =FIELD VERIFY Abaco 2=MASTER BATH STANDARD 30"HIGH Key SCALE: 1/4"=1'-0" VANITY TO BE RAISED 4' SHEET TITLE SHEET SECOND FLOOR ELECTRICAL E1 .2 J . mj 710 hudzm I-Al 5 r 0 W Lo 1.J I _O 9(X-17' 22'-4' S'-0' 12'•8" 5'-3y2' 3'_10' S''0` 3'•10' w C7 z J W i ------------ --- —___ ------------------_-- ______ ; STEPS TO GRADE AS ¢ � — ___________________ ___ REQUIRED BY E C7 _ i V) ` m 00 o 1 i s-0• 4'nl/z I 1 H.B. __-_- r= __..-- --__-_-_ m © m r 1 ! _ �. , Y L J (:� I , C7 C� j J ``0 1 - ----••------1 --------- ------------------- O C� U 0- C¢1 V7 ' 1 , a •51 2'STP D0. 1 I o t II I t 11 t 1• z�'/z 5 0' 40,M ! co II I 48a X 4W WL i CONC A/C PADI I i r 1� ry/�� REF, V,.r L; sPat� �O I I '`cONc.su+B wi 6 x f;NO.10 W4VM OR FIBERMESN- , I SINK W/ ' j I RED F.OVER VAPOR BARRIER �he ��, DmP. 1 �Jko OVER CLEAN COMPACTED J z I TRE 1TEp FILLo—ZI I0 1 el I I ham' �--� Q ! 1 / --------------------------------- -----w___� ! 1 Q 1 p� 1 —L T—� — �G i WH W I , 4 STEP 0 1 --____...__-- _ z a c�1 I 1 1 '. _ ____ .. _, z 1 ' ' ' � 1 I � W a.• 1 iv j I 1! -LAL i I I I I I ^- --------------. ----_—_ ! ul 12"STP DWN _ 4 NOTE: THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY ly I ISUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED ------------------------------------------------d , AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM � m ; ; i BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING tl ----------------------------------------------- CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ujuj ' rTENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING ► DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE K 1 1 7 TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. ___ ____________________________________ _ � W !- J— STEPS TO GRADE AS �, a r v REQUIRED BY CODE z ,v a a ei• a n' •' t^1 a v a v j FOUNDATION LEGEND l.• •. ••z ° • I (SEE SHEET Na. S-4 FOR STRUCTURAL DETAIL.) w z J .Q f• - { V ' 8"x8"x1 B" CMU STEM WALL W/ (1)#4 ROD VERTICAL ON 48" O.C. ` & HOOKED INTO 20"(W) x 10"(H) '. � .4 CONC. FOOTER W/(2)#5 RODS CONT. W 2'`� " 16'-3• Z'�/2" 1'•11' 5'-D' ''t• TYPIC,• EOUNMT-ION DETAIZT L V ztr�• a'tr !r s• i W-V z • � � w Q r 20"(W) x 12"(H) THICKEN a CONCRETE SLAB w/ (2)#5 RODS CONT. w CONC 9 F-06 0 0 A0,11006 PL 400 INTERIOR THICKEN SLAB DETAIL __.m CD < O � 20"(W) x 12"(H) THICKEN `��yllll►1„r+�r _ STEP DOWN CONCRETE SLAB "' f � •`_'. ''�r,, w/ (2)#5 RODS CONT. JOB NUMBER ;' a tt r�lrF •; INTERIOR 5TEP DOWN DETAIL_ or Fv"r SHEET NUMBER o�F' 1 OF S--4 'r l s . oe a 0 TABLE FOR SHEAR WALLS FRAMING (GROUND FLOOR) w (3)ZX le- THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE NOTED IN THE TABLE: o A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS, � OZE B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK a iob c' BOARD RESPECTIVELY. m a c C) SOLE PLATE-COMCRETE SLAB ANCHORS SHALL BE 1/2"0 Tip G:O tC'0 5TS5G R� ,; s i4TpraOTF.: SLOPEo AS S, OtAN ora pLll� 0 S4EE.T' 5-3. OVD C-PmraR00760 90lrs res 96(�01(zro 1&'( TAa. (5 ,8.,GLOw I m F DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR a µ • . ��?��+ SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING l /� 7/16„ OSB (BLOCKED) SINGLE 6” / 12" 60" O,G. W n ° vor RIDGE I L•. X m r9 B 7/16" OSB Q kp a �. " ° ti C4 � SINGLE 4 / 12 60O.C. p r �.� SLOPE _� cq (BLOCKED) 8:12Is r RIDGE 4 © 7/16 OSB SINGLE 3" / 12" 36" O,C. J7 n (BLOCKED) �•, nL�1 a c' ADD EPDXY GROUTED BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING,*410 Ln �w Q 4 ` �. w � Q u u o4 ^ C� C:) u Q � vn �. A ADDITIONAL NOTES: 4 1) FOR LOCATIONS CLOUDED AS n , INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE 1 " „ SHEET No. S-4. BCLTED PER DETAIL BOF S IVY � 2) FOR LOCATIONS CLOUDED AS r , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED co G AT TOP AND BOTTOM AS SHOWN ON DETAIL A ON SHEET No. S-4. A n 3) FOR LOCATIONS CLOUDED AS t-uJ , SHALL BE STRAPPED PER DETAIL "N" ON SHEET No, 5-4. ►-� 4) FOR LOCATIONS CLOUDED AS SHALL BE STRAPPED PER DETAIL 'jg" ON SHEET No. S-4. w �ILn5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED AE30VE SHALL BE BOLTED PER m ; DETAIL "E" OF SHEET No. S-4. "� �► , II �} ANl i f ! 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON C7 SCHEDULE "A" ON SHEET No. S-2, STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES + RIDGE SLOPE I SLOPE c i �1 ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. ,� 8.12 I I 8.12 �...~,..,~�I 0 � ^� I a Fa V3� ,1 1 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED z I xs,,, M 4' I I X < _ AND CERTIFIED BY OTHERS. cg 0 I I pro z z i z ' ` SCHEDULE "A" N ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE p �- OF BEARING WALLS (PRE—ENGINEERED FRAMING) w z CO UTILIZING ALL THREAD STEEL RODS o TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS z z DESIGNATION * (Ibs) PLATE OR TO STUD �--� ALL TRUSS ENDS SECONDF FfRA�IING FLAN EXCEPT ONES 0 - 600 H2.5A, "SIMPSON" CLIPS 1/2N STEEL RODS SPACED AS _ OUTLINED BELOW SHSHOWNON SHEET No. 5-3 GROUND FLOOfR 5HEAF� WALL5 LA%T0'0u ' E1 1/2.0 STEEL- RODS SPACED AS 601 - 1200 (2) H2.5A, "SIMPSON" CLIPS N SHOWN ON SHEET No. S-3 d USE (3) ROWS Lu OF 12d COMMON USE (2) ROWS 1201 - 475D (3) LSTA36, "SIMPSON", NAILS @ 12" O.C. OF 10d COMMON - H3 �L (3 STAGGER NAILS 5 � 12" D.C. STRAPS "SIMPSON", HOLODOWN , Lu ON BOTH SIDES. NAIL _ C14 -rau55 E3- 5EE sHaas-r 5-3 Fog 5TasAPPING W " " " z TYPICAL OF (3) 2" x 10" THRU (3) 2 x 12 TYPICAL, OF (2) 2 x 6 THRU (2) 2 x 12 SOLD SAWN WN LUMBER SOLID SAWN LUMBER • 2) 1/4" A36 STEEL ( FLITCH PLATES BEARING STUD REQUIREMENTS FOR BEAMS GIRDERS;_ DENOTES KING STUD AND "J" DENOTES JACK STUD. NMILL ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED w w USE (3) ROWS 1/2"0 A307 MACHINE WITH (1 )K+(2)J*s AT END SUPPORTS OR (2)Kls AT OF 12d COMMON BOLTS wl NUT AND INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE W NAILS @ 12 O.C. 2"o STEEL WASHERS vi STAGGER NAILS 12" O.C. SHOWN ON PLAN ABOVE AND DENOTED BY: w ON BOTH SIDES. cc 0 V z (2) 1--3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL � � 0 (2) 1/4" A36 STEEL FLETCH PLATE �s � U MULTIPLECONNECTION IDET,41LS z ?�: m < NOT TO SCALE: o � BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: JCB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. ikyM •*'Y�, f ;.;,' . nix: USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS 2. SOLID SAWN LUMBER, .� , •,,� �' ^ PLUS (1) KING FOR DROP BEAMS. w� 3L, � `'; SHEET NUMBER FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: o FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE 15/32" PWD SHEATHING, DETAILS ON SHT AD.2 FOR ROOF PITCHES FOR ALL HOUSES AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR 12 _ w SPACE FOR VENTLO VARIES I/ STRAP FOR TRUSS ANCHORAGE (SEE s I ' SCHEDULE "A" ON SHEET No. S-2) GALV. METAL C+.H. ry� DRIP EDGE A 011 CLG. „p) WRAPPED 5/8" GYP. BD. CLG, 2668 '1 '�,<`"� ALUM. FASCIA STO RAG E OVER 2x8 �- p 914"CLG. PERFORATED 13'4"X 12'-3" VINYL/ ALUM. 1/2" GYPSUM BOARD SOFFIT P,T Jy Y►�i+'A��Otvr�� 4� 1 FRIEZE SPF) STUCCO STUDS @ 16" OC (MIN #2 N UDY p Y �'�^.\ L�fr: �6rr� PROVIDE MID-WALL BLOCKING FLAT 30505H� 9'_0"CLG, j�i0SS C� ` � WISE @JOINTS IN SHEATHING i m 84"AFFN '0"-.X L41+�" �0( G�rt "' < L i- 7/8" MIN. LIGHT • / P.T.PT2x PLATE V7 c-11 II TEXT, STUCCO VENEER OVER °v 17N � MTL LATHE AND �. 84"AIH3050 SH @ Dc VAPOR BARRIER 3/4" PLYWOOD GLUED & SCREWED m `� TO 16" PRE-ENGINEERED FLOOR m cn H z s TRUSSES OR T.J.I, JOISTS @ 24" OC z � m �a• t8 (SEE FLOOR TRUSS ENGINEERING) z U o 1: DIS ° DIS a 91.011 CLG. LLJ 11, < C¢7 (U 1ST FLOOR TO 2s�g r RIM JOIST BY TRUSS MANUF, � PI(T a 2ND FLOOR STRAPPING PER (SEE FLOOR TRUSS ENGINEERING) i � 2G68 BAT STRUCTURAL 1/2" CEILING BD OR 5/8" GYP, BD 3050 SH 0 TYP o 84"AFf BEDROOM rr�� 1/2"0 THREADED STEEL RODS - cil G sHow� ® SPACED PER SHEET # S-3, ADDITIONAL EXP. BOLTS MAY z 9'10q X 9-2 10-8 91-r BE NEEDED PER SHEAR WALL ( a 2668 TABLE ON SHEET # S•-2, J An N .Ole O � r F..� La. •LYj C17 7/8" MIN. LIGHT PROVIDE MID-WALL BLOCKING FLAT WISE @ JOINTS IN SHEATHING nose TEXT. STUCCO VENEER OVER CD BEDROOM 3 MTL LATHE AND _ _ 2x STUDS @ 16" OC (MIN #2 a U, 9'-0"CLG, VAPOR BARRIER SPF) �t ►� �-� . a/s � ' • .. � F...«.,.,.,� 11'•0"X 91-10° P.T. PLATE w/ ANCHOR BOLTS PER C) - a , RISSTRUCTURAL V-0-wAL4" CONCRETE SLAB WITH w �4rz) 6"x6"x10/1O W,W,F, TYP. (3000 PSI, u w —..._... ( (1) # 4 CONT. FIBER MESH OPTIONAL). ,:. � � � . 1 i.5.J::.'... 05o SH @ .3050 A@ SLOPE GRADE r "- --,-- ---� AWAY ALL SIDES W 6 MIL VAPOR BARRIERlow #4 RODS VERT. ON 48" O.C. & AT CORNERS. w VERT. RODS SHALL BE HOOKED 6" INTO 0 FOOTINGS © BOTTOM AND 12" INTO SLAB CU 20"(W)x '1O"(H) CONCRETE @ TOP. FOR HORIZ. REINFORCEMENT, USE SEE DETAIL "0" 4 "KII ON SHEET No. S-4 FOOTING '�EINFCRCED - 9 go, HORIZ. JOINT REINFORCEMENT � FOR FLOOR TO FLOOR STRAPPIWa W/(2)-#5 RODS CONT, ON 16" O.C. (MAX.) 07 OF THESE SHEARWALLS. TYP. 2 STORY WALL 5E TION0 THREADED STEELRODS6ECON FLOOR 6� A WALL & PLAN 1/2 I 1 � w ' CONTINUOUS FROM TOP PLATES SCALE: 1/4"=V-011 SCALE: 1/2 '=1 -®" TO CONCRETE. SPACE ON 60"O.C. OR AS SHOWN ON PLAN. SEE DETAIL "J" OF SHEET No. S--4 I IMPORTANT NOTE: FOR TYPICAL BOLT RUN. id SEE DETAIL "L" OF SHEET No. S--4 REFER TO ROOF PLAN AND EAVE DETAILS ON SHT AD.2 FOR ROOF FOR TOP CORNER BOLT INSTALLATION.., .-- FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES " 30# FELT OVER 7/16' 058 12 - LLL. BOARD OR 15/32" PWD VAIRES r _ SHEATHING. • _ STRAP FOR TRUSS ANCHORAGE (SEE k u TABLE FOR SECOND FLOOR SHEAR WAS LS FRAMING (SECOND FLOOR) AIR BAFFLE BTW EA b H' SCHEDULE "A" ON SHEET No. S-2) TRUSS TO MAINTAIN W `¢ 1/2" MIN AIR SPACE CIO THE SHEAR WALLS TABLE WAS ESTABLIS ED ASSUMING THE FOLLOWING FOR VENT CRITERIA UNLESS NOTED OTHERWISE IN HE TABLE: b• GALV. METAL 1/2" CEILING BD OR 5/8" GYP, i ct, .` _ A) WOOD SHEATHING TU STUDS NAILING SHALL BE 8d COMMON NAILS, DRIP EDGE BU TYP B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER j WRAPPED ALUM. GT9 RIA NAILS FOR 1/2" AND 5/8" THICK BOARDS RESPECTIVELY, OR I FASCIA OVER 2x8 I� 1 -1/4 TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNES�. PERFORATED oP, aincOft VINYL/ ALUM. U �. DESIGNATION REQUIRED SI IGLE OR SHEATHING TO STU S SOFFIT a y SHEATHING DOUBLE S EATHING NAIL SPACING STUCCO FRIEZE o U _ .,r tW 1/2"0 THREADED STEEL RODS ,T a O i PROVIDE MID-WALL BLOCKING FLAT -'" - A 7/16" OSB SPACED PER SHEET # S-3. a (BLOCKED) INGLE 6' 12" ADDITIONAL. EXP. BOLTS MAY WISE @JOINTS IN SHEATHING � o I BE NEEDED PER SHEAR WALL 2x STUDS @ 16" OG (MIN _ o i TABLE ON SHEET # S--2. Im #2 SPF) �"_ 0 a 716" OSB �INGLE 4" / 12" � 7/8" MIN, LIGHT P.T. PLATE w/ ANCHOR (BLOCKED) TEXT. STUCCO BOLTS PER Q Q VENEER OVER - STRUCTURAL 0 ,� WGE SLOPE 'I 17111-4 1ppE I - MTL LATHE AND 4" CONCRETE SLAB WITH `� V I„ e:11 3 VAPOR BARRIER w 6%6%10/10 W.W.F. TYP, v, �- ADDITIONAL NOTES: " h (1) # 4 CONT, OPTIONAL),QNAL), FIBER MESH Q 1) ALL EXTERIOR WALL OPENINGS ON SEOND FLOOR SHALL BE STRAPPED SLOPE GRADE ---' II � � r - •a• \J ,• ''/;•:'� W .J � W AT TOP AND BOTTOM AS SHOWN ON ETAIL "F" AWAY ALL SIDES ON SHEET No. S-4. 6 MIL VAPOR BARRIER Z 2) FLOOR TO FLOOR STRAPPING FOR UP IFT SHALL BE MODEL No. CS20' 3:#4 RODS VERT. ON 48" O.C. & AT CORNERS. m Q "SIMPSON", SPACED AT 32" Q.C. AT EOTTOM AND ALSO APPLIED AT TOP VERT. RODS SHALL BE HOOKED 6" INTO tY F SHEET No. 5--4 O ,SEE DETAIL "L" PER DETAIL "D" ON SHEET No, S-4. HERE SECOND FLOOR WALLS ARE FOOTINGS BOTTOM AND 12" INTO SLAB FOR TOP GOR " O BOLT INSTALLATION. SUPPORTED BY FLOOR GIRDERS AND RE NOT A CONTINUATION OF FIRST 20"(W)x 10"(H) CONCRETE @ TOP. FOR HORIZ. REINFORCEMENT, USE FLOOR WALLS. EXTERIOR WALLS OPENI GS MAY BE STRAPPED PER DETAIL FOOTING REINFORCEp 9 y 1 HORIZ. JOINT REINFORCEMENT "K" ON SHEET N0. 5--4. W/(2)-#5 RODS CONT. ON 16' O.C. (MAX.) TI4fRE4DED ROD5 JOB NUMBER I - STOfR%�r WALL 5ECTION SCALE: 115"= V-011 } r:�� .,?, �� .�, . r SCALA: 1/2"�11_�II a SHEET NUMBER it � ; 1/2"0 THREADED STEEL RODS SPACED PER SHEET # S-3. 1/2-0 THREADED DESIGN CRITERIA ADDITIONAL EXP. BOLTS MAY I SPACED PER SHEETT#LSRODS n 1) LIVE LOADS: STUD WALL ADDITIONAL EXP. BOLTS MAY, BE NEEDED PER SHEAR WALL ROOF...............................20#/sq. ft., FLOOR...........40#/sq. ft. BE NEEDED PER SHEAR WALL TABLE ON SHEET # $-2, #4 RODS CONT. TABLE ON SHEET # 5-2. 2) WIND LOADS: 4' CONIC. SLAB W/6x6x10/10 W.W.F. Oft F1��RMESN THREE SECOND GUST WIND VELOCITY PER FBC-2001........................120 MPH I EXPANSION JOINT W 1 (IMPORTANCE FACTOR)=1.0, WIND EXPOSURE "B", CATEGORY "II" BUILDING _ I RECESS $LAB 3/4"x 10" WIDE HIE STUD WALL AT GARAGE DOOR = CCPi T (+) OR (-) 0.55 (PARTIALLY ENCLOSED BUILDING) PREENGINEERED ROOF TRUSSES us 3) COMPONENTS & CLADDING DESIGN PRESSURES *** GATOR NUT �i I h 6 MIL, V.B. OVER CLEAN, ( I n ROOF (ANYWHERF)� -50.1 Psf, +23.7 Psf WELL COMPACTED TREATED FILL I • 6x6x1D/10 W.W,F. II 6x6x10/10 W.W.F. 02 FIrgE,(ZMESW � Cyt F►BEsG�t ° WALLS: ZONE "5" IS WITHIN 3 ft. OF CORNERS, ZONE "4" IS ANYWHERE ELSE. 3"x 3"x 1/8" � r-- • �' #4 RODS VERT. ON 48" D.C. & AT CORNERS. �^- I STEEL WASHER VERT. RODS BRACE BE HOOKNp 6" INTO I �1=111- '?" /d•. -11-µ ZONEEFFECTIVE WIND AREA (Sq. ft,) PRESSUR (PSF) NF EFFECTIVE WIND-AREA (sq, ft.) PRESSURE (PSF) _ FOOTINGS � BOTTOM AND 12 INTO SLAB I r. -I I�� TOP PLATE -T-1 j I 0 TOP. FOR HORIZ. REINFORCEMENT, USE (2)-#5 CONT. HOOKED 1� (2)-#5 CONT. HOOKED 4 10.0 35.5 -37.8 5 10.0 35.5 -44.7 HURRICANE STRAPPING PER II' J! 1�--i 9 ga. HORIZ. JOINT REINFORCEMENT -� 4 & TIED AT CORNERS I ( TIES AT CORNERS 4 20.0 34.4 -36.6 5 20.0 34.4 -42.4 SCH. "A" ON SHEET # S-2 OF WALLS -I I =III=III ON 16" O.C. (MAX.) 4 50.0 32.1 -35.5 5 50.0 32,1 -38.9 J 11-111 hI I I. �� MIN. 18" I 12" -I MIN. 18" 4 100.0 30,9 -33.7 5 100.0 30.9 - 36.6 ; k#* ** = 46" (MT E IN2D"•----I I TURN DOWN SLAB DETAIL PLUS AND MINUS SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES 1 CONSULT ENGINEER = . . ; I 0 GARAGE GENERAL STRUCTURAL NOTES: ,/z"� THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING -/, I TURN DOWN SLAB DETAIL ROD PER SHEET # S-3. REINFORCED W/(2)-#5 RODS CONT. 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL I EXCEPT GARAGE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO TRIER WORK IN CONFORMANCE 6" TYPICAL FOUNDATION DETAIL I J -4- WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER -- -- --- --- ------ �---• - - - - - - Lj 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR � �.. � � - - ___. - L"1� O W TO COMMENCING WORK. 7/16" OSB NAIL W/ CORNER DETAIL ¢ (n < 8d COMMOM NAILS TO I + 6x6x1Q/10 W.W.F. 09 f"If3E(CM�SM CD Lu C7) (/7 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL (N.T.S.) PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET # 5-2. ` 4 "''-� V) O �] ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. �� 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR _ ° a, III � m -7, " REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM SPH, "SIMPSON STRAP ' r`� m W R INTENDED T TYPICAL AND _I °° ,• m m 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE E DED O BE L 2"x6' SPF #2 0 16" Q.C. TOP PLATES II (2)-#5 RODS CONT. D] y m d SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2% THREADED STEEL THREADED STEEL RODS SYSTEM 2o,"�_I �LLJ z _L; EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ROD PER SHEET # 5-3. INSTALLATION INSTRUCTIONS U � L �' 6) SUBSURFACE SOIL CONDITION INFORMATION 15 NOT AVAILABLE. FOUNDATIONS WIRER DESIGNED STEEL COUPLER INTERIOR STEP DOWN DETAIL w � _ 0- ¢ U FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING © O U < © C!7 CONDITIONS TO TIIE DESIGNER PRIOR TO COMMENCING WORK. 1) DETERMINE THE STARTING P01N AND MARK EITHER THE L5TA36, "SIMPSON", FORM BOARD BOLT LOCATIONS RIOR TO CONCRETE POUR STRAPS (3) CONTINUOUS STUDS 7) IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR 80 T LOCATIONS DIRECTLY - - ____ ._._. - - - - - _y__. - - - ._._. - - - - .._._, ____ - - SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE I EPDXY ANCHOR BOLTS - - - ARE USED. ERECTION. POST STRAPPING 0 TOP STRAPPING 0 TOP EPDXY GROUT CONSTRUCTION NOTES: 2) CORNER LOCATIONS SHALL BE ER DETAIL "L" ON THIS (N,T,S.) CN.T.S.) 1/2"� TtREADED SOLE PLATE SHALL BE i SHEET, STEEL ROD - o ANCHORED TO SLAB W/ 1/2"0 CONCRETE; / % I SPH, "SIMPSON", STRAP 2x4 STUDS THREADED ROD DOLTS SPACED fA co 3) INSTALL COUPLERS, WASHERS NUTS WHERE REQUIRED PER SHEET S-3. ADDITIONAL LL 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI I 1 PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S 6"x 6" OR 4"x 4" POST 0 16 D.C. # COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING--1 I RECOMMENDATIONS. EXP. BOLTS MAY BE NEEDED / ! ABU, "SIMPSON", 6x6x10/10 W.W.F. PER SHEAR WALL TABLE ON CONCRETE, `�` /f/ 4) ALL THREADED STEEL RODS SHALL CONFORM TO THE POST ANCHOR OR FlBE(tlrl SHEET # 5-2. r 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL -�� REQUIREMENTS OF ASTM A36 TI READIED STEEL, GALVANIZED. '. DRILL 6" INTO CONCRETE ;'• al o �� I-'-I OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR + �: :. • a -=--�- - F��-G�GG-III C MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. "4• �j POST STRAPPING 0 BOTTOM �CIOI_ °„ I1= BOLT RUN DETAIL TYP J ANCHORAGE TO SLAB BOTTOM = _ (2)-#5 RODS CONT, �' 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, CN,T,S,) WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S.) LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED 20" [] PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) POST STRAPPING A POST STRAPPING N INTERIOR THICKEN SLAB DETAIL 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE, 50 STEEL CONFORMING TO ACI 301, ACT 315, AGI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. TOP & BOTTOM TOP & BOTTOM I""»•""-'••I C) 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE (N,TZ) MISC. FOUNDATION DETAILS G 6 :2rH Ip LAP SPLICED A MIN, OF 36 DAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS (N.T,S,) OTHERWISE NOTED. �-7^� r 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches H2.5 " » H2,5A, "SIMPSON" t SLAB ON GRADE.....................................................CENTERED CLIP ( "SIMPSON" CLIPH2.5 "SIMPSON CLIP (TYP) OR CLIP TYP CLIP (TYP) OR ROOF TRUSS ) ROOF TRUSS ( ) OR ROOF TRUSS ) HEADERS PER SH T. # 5--2 H2.5A, "SIMPSON" 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR SEE SCHEDULE "A'" SEE SCHEDULE "A" SEE SCHEDULE "A" CLIP (TYP) OR �J ON SHEET # 5--2. ON SHEET # S-2. ON SHEET # 5-2. GARAGE DOOR HEADER ROOF TRUSS SEE SCHEDULE '"A" �� W CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. (TYP) �j 0-4 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT ON SHEET # S-2. REINFORCING STEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES wAD SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. n d 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR �y DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED W OTHERWISE ON THE STRUCTURAL DRAWINGS. 10 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS L5TA36, 'SIMPSON", 1/2"0 THREADED STEEL mom STRAPS 20g x 24" LONG awl�r FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPEC FICATIDNS FOR STRUCTURAL CONCRETE 1/2"0 THREADED STEEL ROD PER SHEET S-3 TWISTED STRAPPING Aft FOR BUILDING" ACI 301. CS20, "SIMPSON", ROD PER SHEET # S-3 # STRAPS. SEE SHEET # S-2 FOR # OF 5TUD5. � � ,d MA NARY 7� 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE SEE SHEET # S-2 / " MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH 1 2 0 THREADED STEEL W FOR # OF STUDS. ROD PER SHEET # 5--3 OF 2000 PSI ( f ' m = 1500 PSI )• 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. LTT19, "SIMPSON", w 4°mrr HTT22, "SIMPSON , ITpLDDOWN ry s HOLDDOWN 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SGALL BE GALVANIZED TRUSS-TYPE WITH CONCRETE SLAB 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in, O.C.. WOOD FRAMING 1] ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER .•T�i ° r ,Vl a DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS K EXTERIOR WALL OPENINGS E EXTERIOR WALL OPENINGS F DOOR JAMB B SAWN LUMBER LAM. VENEER LUMBER STRAPPING 0 TOP & BOTTOM STRAPPING 0 TOP & BOTTOM EXCEPT AT ANCHORAGE ® TOP & BOTTOM DETAIL "C" Fb = 1,120 PSI Fb = 2,500 PSI STRAPPING 0 TOP & BOTTOM (N.T.S.) �) JAMB STRAPPING 0 TOP & BOTTOM FI = 90 PSI Fv = 285 PSI (N.T.S,) GARAGE DOOR & OTHER LOCATIONS SHAWN Fc1 = 565 PSI E = 1,900,000 PSI ON SHEET # S-2 OF THE DRAWINGS (N.T.S,) (N.T.S.) Fc = 1,455 PSI (N.T.S,) E = 1,600,000 PSI 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSS) OR BETTER, W SPAN RATED AS SHOWN ON THE DRAWINGS, c 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. TOP PLATES H2,5A, "SIMPSON", CLIPS (TYP) OR z 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SCHEDULE C * SEE SCHEDULE "A" ON SHT. # S-2 APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING 6LOCKING REQ'D. ROOF TRUSS NOT BETWEEN OUTRIGGERS SHOWN FOR CLARITY A-153-80, WALL PLATE HEIGHT STUD SIZE SPACING 2X4 BLOCKING ® Sh•IEATHINC JOINT 2x4 OUTRIGGER 4" FROM GABLE END 0 48" O.C, HURRICANE CLIP H-2.3 / CONT. 2x4 SCAB FROM TOP 70 (i.l 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S,C. SPECIFICATIONS, 8'-D" THRU 9'-1q" 2x4 16" 7/16" ST UCTURAL ROOF SHEATHING U-HANGER OR EQUAL 48" O.C. BOTTOM CHORD TO SERVE AS NAILER FASTENING SUBJECT TO MOITURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. 2x4 BARGE RAFTER CONT. FOR X-BRACING 0 a' O.C. 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. 10'-0" THRU 14"-0" 2x6 1 C° PROVIDE CUP FOR 400 Ips. `�� BOTTOM CHORD OF COMMON OF LATERAL SHEAR I SHINGLE STRIP 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 14'-1" THRU 18'-6" 2x8 is" I TRUSSES 24" O.C. I I I �-FASCIA END T U SS OF GABLE SPH, "SIMPSON STRAPS �'� � 32'" Q.C. I I I 12d NAILS 0 8" O.C. °I+r END TRUSS �'� INSTEAD OF SYP 2. 19'-0" THRU 22'-0" 2x8 IV' I 2x4 X-BRACING I (3) 12d NAILS TOP CHORD OF GABLE END _ 2X10 12'' I ( TRUSS DROP 3-1/2" DOUBLE TOP PLATE ■f- *** THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCAB CONT. roP ro I I I ` 2'-0" -- UNINTERRUPYED SPAN LENGHT OF THE STUD, BOTTOM CHGABLRD 0 8 ft. I I j OPENING w IF HORIZ. CONTINUOUS BRACE CAPABLE OF I I I BIZ, SCHEDULE 'B - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS CONT. 2x4 SCAB FROM TOP To it 2x4 BLOCKING 48" O.C. DETWELN L5TA36, "SIMPSON". DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE I I I BOTTOM CHORD 0 X-BRACING GABLE END TRUSS AND FIRST SPACE !� 32" O.C. q` CONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY. 2x4 SCAB IF VERT I I VERTICAL ADDITIONAL AN AT COMMON TRUSS (MAX.) WEB IS NOT PRESEN I I VERTICAL IF HIGHER THAN 48" V TO FORM AN "L" SHAPE) `= 1 d• TOP DR SOLE PLATE TO STUB, END NAIL 16d COMMON 2 I I CONT, 2x4x8�{2 SYP, LATERAL STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 (3) 12d NAILS (TY I I I GRACE ® 48 O.C. AT X-GRACING I BOTTOM CHORD OF DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. I I GABLE END TRUSS (3) 12d NAILS < ZT -j DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. I I t- SHOT= PLATE (2)-2x4 TOP PLATE ISOMETRIC VIEW L.LI v TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2--16d OR 3-10d COMMON , CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE SCHEDULE D CONT, 2x4x8' #2 SYP SHOWING LATERAL BRACE TO � FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS I LATERAL BRACE 0 48" O,C, 2x4 STUDS 0 16" O.C. GABLE END TRUSS Q (EXCEPT A5 OTHERWISE NOTED ON THE DRAWINGS) 7/16" oS9 N tat. 2x4 BLOCKING 0 49" D.G. -PLATFORM FRAMING- SUPPORT BEAM OR z PLYWOOD & PARTICLEBOARD SHEATHING; _ NAILED ON /12" BETWEEN CABLE & FIRST TRUSS l GIRDER PER SHEET # S-2 ROOF - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FEET CLIP 0 48" Q.C., CLIP MUST I m < 8" O.C. INTERMEDIATE UP TO 3'-O" 3'-1" THRU 6'-0" C-1" THRU 10'-D" PROVIDE A MIN. 400 Iba OF SHEAR. WALL _ 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & * LINTEL * (3)-2x8's (3)-2x1O's (3)-2x12's PLATFORM FRAMING H 12" D.C. INTERMEDIATE DETAIL JAMB ** USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GABLE END T` ��111111 1 ,, D FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & �wAE.q��`� J Q B NUMBER 12 O.C. INTERMEDIATE * TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF � 'e1'Ivw °" A STUD TO STUD STRAPPING s w� � •• ' r i° aw1�', � 11� f , (N.T.S. THE THREE (3) PLATES MENTIONED ABOVE, UNBRACED LENGTH OF X-BRACING MAY NOT EXCEED 10 ft.. IF LENGTH DOESa� * = OR SEE SHEAR WALL TABLES ON SHEET S--2 & S-3, k k = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. EXCEED 10 ft., ADDITIONAL SCAB IS REq'O. SHEET NUMBER Pv S-4 OF S-4 ,0 F1 0 Maw �rod.uct katinga r Effecit ive:Ka retch�y p .FRQRU_CT LINE RAT N_G(last) SIZE 17n) 1140/50—SH +30 -35 53x78 Standard single hung •+;Q 35 s 36x96 M40BP150BP—SH +50 -60 19gh Perrormance single fi-an- +SO -SS 53x76')4 +35 -35 ' 53x96 TW—SH' +50} -30 . 53x78 Tilt sash single hung +35- -35 53x96 , 'I'H Slti ,+50 -50 53:,.96 Tilt thermal break single hung MP•-SH +70 -70 5308 Impact single-hung RW HP • +35 -35 127x61 Hi;h performartce norizontat slider _ RW XHP +55 -53 74.x5 X E&a high performance horizontal slider +45 -45 112x63 , M2J314/5 SGty +35 -35 4068 panels - • Standard sliding glass door x-30 -3d 3080 Panels ; 21,Silt r 141713/4/5 HP SGD +45 -45 4084 panels' High parfomance sliding glass door 24W;gill j Yt7J3/4/5 XHP SOD +55 �55 5088 panels a~xtra,highl periorrounce sliding gfass door �-112"Bill I a 5'wide panels not available in M3&5 i ' .. -, .. ..+ ` .. ..._......'�-....•... -- - --�=�" Y==-'��=.c`-.z,�, ...._py��, r.-Yru��xati2t: 'c''-''�'i' _ •. , .... - - •, ". .: .. 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