The URL can be used to link to this page

Paradise Lane 850 �DCa�u,�hIn 2fF�Mal r 1. 1-1 vI o 1/2"0 THREADED STEEL RODS I a 2.VV And 9-oads SPACED PER SHEET # S-Z I 1/2"0 THREADED STEEL RODS a Three Second Gust VV!nd Vee acoty Psr w-PC-2001.........120 ADDITIONAL EXP. BOLTS MAYSTUD WALL I SPACED PER SHEET # S-Z. %'ul ph, I(�mpertznca Factor)=11.0,W9nd ENpoaura"C", Categaty sell" 9�BI2 Ing TTABLEEONDSHEETPERSHE5R2WALL ADDITIONAL EXP. 130L MAY. I p # #4 RODS CONT. I BE NEEDED PER SHEAR WALL � CPD TABLE ON SHEET # S-2. c-Q�)®P(-➢®.��Q Pa1lLa 4ny EPBc9®sa� �$GAaI�Jo�v ) 4" CONC. SLAB W/GxGx10/10 W.W.F. OR f1s3rRMFSN I I EXPANSION JOINT I 3 . Components & CBzddang ®esbge11 cAmesures. �� ; ry _ ' RECESS SLAB 3/4"x 10" WIDE Rlsoff(Anywhere): -65.4 Fsff, +14.9 Psff PREENGINEERED ROOF TRUSSES _ I STUD WALL I AT GARAGE DOOR � bl,lS IfIs : ',one "5" LA`S @.�Athin 4 ft. of corners,Zone `V' :a Anjpellohers EIas �� 6 MIL. V.B. OVER CLEAN, I n I �_anq rEfferNya VVInd Arae (sq.ft.) P�� SPG Q � ffl GATOR NUT WELL COMPACTED TREATED FILL 6x6x10/10 W.W.F. II 6xsx1D/tb W.W.F. d2 FIBEgme-sm 4r.7 m��. I �. oR f16E�mes� 1 �.® 44.E �'.� STEEL I + #4 RODS VERT. ON 49" O.C. Bt AT CORNERS.VERT. RODS SHALL BE HOOKED 6" INTO I - I } 60.0 42.8 -45.x' FOOTINGS 0 BOTTOM AND 12" INTO SLAB ,.�� I� I j�� • � •�-j-jI' „1 I®®•® �•� -44.3 HURRICANE STRAPPING PERRR TOP. FOR HORIX. REINFORCEMENT, USE I z •1, ' ,+ �,_, 5CH. "A" ON S}IFFY # S-2 TOP PLATE I IJ, 9 ga. HORIZ. JOINT REINFORCEMENT -1Ti �', (Z)-#S CONT. HOOKED -•(2)-#5 CONT. HOOKED 10.0 43.7 -573 OF WALLS I 20,0 �•� ^�4p� '� ""'�� ON 16" O.C. (MAX.) I s' ,': & TIED AT CORNERS 9c TIED AT CORNERS _� MIN. 18" +-12"--••-� MIN. 18" Lw, 50.0 42.3 _51.0 a ;, , �T ** CONSULT ENGINEER •�••• ,i I . . . I �--•2D"•--� I TURN DOWN SLAB DETAIL rr.:= ;Luz �lVlb-� E 1C1��'� �I�V�� E�OCE(C:ii ctrIng s�uy,,n'd clvrj zlr, ay.r6' n)tho 'bNI9�1�']b,2 w�wla tus 1/2"0 THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING I TURN DOWN SLAB DETAIL. I � GARAGE Q ROD PER SHEET # S-`? REINFORCED wA2)-#5 RODS CONT. - i) If iS i,•iiur i Iir 1'AE ENGINEER THAT THIS WORK BE IN CONFORMANCE V117H ALL I EXCEPT 0 GARAGE REQUf. w1:1E :TS �',T '3 AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE 6" TYPICAL FOUNDATION DETAIL WITH ALL APPLICABLE CODES AND REGULATIONS, STEEL COUPLER - _l.-. - - ___. - _,__ - - - - ___ - w 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR - CL � TO COMMENCING WORK. 7/16" OSB NAIL w/ CORNER DETAIL cn I Sd COMMOM NAILS TO 6xsx1O/10 W.W.F. DR FIBE(t.1vlEstt C� 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL (N•T.S•) I �_ () PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY' TA13LE ON SHEET ;# S•-2. •• • ;'. ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHAWN ON THE DRAWINGS. . 0 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR ' ' •:' a: I- 0 REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. " ao a •'"' �.• +.• I --j j_ 0 RIM JOIST OR BEAM LSrf�3�o, SIMPSON STRAP -� •+ ' :•' ' > 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"x6' SPF #2 0 16" O.C, TOP PLATES , _�� (2)-#5 RODS CONT. m SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"0 THREADED STEEL THREADED STEEL RODS SYSTEM " I m � ' EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ROD PER SHEET # S-'1 20 INSTALLATION INSTRUCTIONSLil 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRER DESIGNED STEEL COUPLER INTERIOR STEP DOWN DETAIL w � t n°-- ¢ � FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. 1) DETERMINE THE STARTING POINT AND MARK EITHER THE LSTA36, "SIMPSON". FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY 10 SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS ERECTION. ARE USED. STRAPPING 0 TOP EPDXY GROUT 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS POST STRAPPING TOP (N,T.S.) 1/2 m THREADED CONSTRUCTION NOTES: ♦ SHEET. " SOLE PLATE SHALL BE STEEL ROD ANCHORED TO SLAB W/ 1/2"0 0 --1 THREADED ROD BOLTS SPACED 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED ITr , I 2x4 sruDs co 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI 1 1 PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S 6"x 6"*OR 4"x 4" POST 016" O.C. PER SHEET # S-2. ADDITIONAL COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w12500 PSI CONCRETE FOOTING I AST(TM"SIm S8N l EXP. BOLTS MAY BE NEEDED / ` RECOMMENDATIONS. ABU, "SIMPSON", 5TR�p PER SHEAR WALL TABLE ON F---- "1 6x6x10/10 W.W.F.ERMSHEET S-2. CONCRETE. ) �. POST ANCHOR Ott FIBERIYIESH # I 4 ALL THREADED STEEL RODS SHALL CONFORM TO TNW r4 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL `---� REQUIREMENTS OF ASTM A35 THREADED STEEL, GALVANIZED, t : pRllt 6" INTO CONCRETE OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95� OF STANDARD PROCTORr r� MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. BOLT RUN D E TAIL TYP POST STRAPPING BOTTOM ANCWORA E -'• •° �� . �� 3 BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS J G To sLAB BOTTOM ) (N,T,SJ _ I - (2)-#5 RODS CONT, �I I 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" ----� Q PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) yl POST STRAPPING A POST STRAPPING N INTERIOR THICKEN.SLAB DETAIL •0: 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACS 301, ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS, OP c LOTTDM TOP & BOTTOM �+ 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE �T• MISC. FOUNDATION DETAILS VAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS (tJ,T.S.) • • z OTHERWISE NOTED. T FOOTINGS TO MAIN REINFORCEMENT .....................3 inches - 6 THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. G ( ) s tom. H2.5A, "SIMPSON* �'T••� (] �� I CENTERED H2.5A, " CLIP (TYP) OR r• I SLAB ON GRADE..................................................... 51MPSON" W2.5A, "51MP50N" ROOF TRUSS CLIP (TYP) OR ROOF TRUSS CLIP (TYP) OR I ROOF TRUSS HEADERS PER SHT. # S-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 . Z I ' " c ON SHEET ON SHEET S-2. GARAGE DOOR HEADER ROOF TRUSS " CORNER BARS WITH 2-0 LAP ,HALL BE PROVIDED. # S-2• ON SHEET # 5-2. # �`"� SEE SCHEDULE A" e) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NEFCSSARY TO SUPPORT _'- ''` (TYP) ON SHEET # S-2. REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES I SHALL HAVE ENDS 'WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. I� 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED I I � OTHERWISE ON THE STRUCTURAL DRAWINGS, LSTA36, "SIMPSON", 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS STRAPS " 1/2"0 THREADED STEEL 1/2"0 THREADED STEEL 20g x 24" LONG hd-f FOR CONCRETE ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE CS20, "SIMP5gN", ROD PER SHEET # 5- ROD PER SHEET # S-'2, i TWISTED STRAPPING 1 FOR BUILDING" ACI 301. STRAPS. • p*� �1ASONARY; SEE SHEET # S-2 I FOR #/ OF STUDS. Q 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90--75, HOLLOW LOAD-BEARING CONCRETE SEE SHEET # S-2 1/2"m THREADED STEEL �Z MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH FOR # OF STUDS. ROD PER SHEET # S-� ►"`"i OF 2000 PSI ( f ' m = 1500 PSI ). [XXI 2 MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. WTTA+ "SIMPSDN", F4 * . ) HTT22• "SIMPSON . HOLDDOWN 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SCALL BE GALVANIZED TRUSS-TYPE WITH i. HOLDDOWN 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. _ CONCRETE SLAB - N00D FRAMING: __ +• r �, .} _ 'Y�r, r '' '• 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL '•'; °= "�' r' +• zta1. :. ": '' ' " ''� SUPPORT GIRDER y 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 SAWN LUMBER LAM. VENEER LUMBER E�TERIOR WALL OPENINGS DOOR JAMB STRAPPING 0 TOP & BOTTOM STRAPPING � TOP & BOTTOM EXCEPT AT F DETAIL "C" Fb = 1,120 PSI Fb - 2,500 PSI ANCHORAGE � TOP & BOTTOM Fv = 90 PSI Fv = 285 PSI (N.T.S.) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING TOP & BOTTOM JAMB STRAPPING ® TOP BOTTOM Fc1 = 565 PSI E - 1,900,000 PSI ON SHEET # S-2 OF THE DRAWINGS (N.T:S.) (N'T'S.) (N.T0 Fc = 1,455 PSI E = 1,600,000 PSI (N.T,S) 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS.(OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. w 1 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE i OR SOIL SHALL BE PRESSURE-TREATED, i 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SCHEDULE "C" ** TOP PLATES H2.5A, "SIMPSON", CLIPS (TYP) OR APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING ROOF TRUSS NOT SEE SCHEDULE "A" ON SHT. # 3-2 tT-T- BLACKING REO'D. SHOWN FOR CLARITY %) t� A-153-80. WALL PLATE HEIGHT STUD SIZE SPACING 2X4 BLOCKING 0 SHEATHING JOINT 2x4 OUTRIGGER BEEN OUTRIGGERS 4" FROM GABLE END t0 48" O.C, /,-HURRICANE CLIP H-2.8 CONT, 2x4 SCAB FROM TOP TO '� � 6 ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. " U-HANGER OR EQUAL 0 48" O.C. , � • ) 13-0" THRU 9-10" 2x4 16 7/18" STRUCTURAL ROOF SHEATHING BOTTOM CHARD TO SERVE AS NAILER � , FASTENING SUBJECT TO MOITURE $HALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. 2x4 BARGE RAFTER CONT. FOR X-BRACING 0$' O.C. . v) PROVIDE CLIP FOR 400 Ibe. �r :' F-•"1 10'-0" THRU 14'-0" 2x6 16" OF LATERAL SHEAR � `~ 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT, I SHINGLE STRIP 60T70M CHORD OF COMMON 14'-1" THRU 18'-6" 2x8 16" I I TRUSSES 0 24" O.0 fes' •',f B) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 1 I 1 FASCIA I BOTTOM CHORD OF GABLE ,-' SPH, "SIMPSON", STRAPS " I 1 I ��_ 12d NAILS 0 8" O.0 "M. END TRUSS �� '�- 0 32" D.C. .�.� W INSTEAD OF SYP #2. 19-D" THRU 22'-0 2x8 12" 2x4 X-BRACING `- bA " O.C. ( TOP CHORD OF GABLE END (3) 12d NAIL ' � i 2X10 12 t r .' 1 1 I TRUSS DROP 3-1/2 � DOUBLE FOP PLATE ***= THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCA$ CONT. TOP TO I I I 2'-0' UNINTERRUPYED SPAN LENGHT OF 'THE STUD. BOTTOM CHORD 0 S. ft. I OPENING " " IF HORIZ. CONTINUOUS BRACE CAPABLE OF FROM GABLE I 1 .... r SCHEDULE B �- MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS I CONT. 2x4 SCAB FROM TOP TO " e� DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE I BOTTOM CHORD Ib O BRACING "*e 2x4 BLOCKING 0 48O.C. BETWEEN LSTA36, *SIMPSON", CONNECTION FASTENER NUMBER OR SPACING I GABLE END TRNSS AND FIRST SPACE 0 32 O.C. DOES NOT APPLY. 2x4 SCAB IF VERT 1 I (PROVIDE ADDITIONAL 2x4's AT COMMON TRUSS WEB IS NOT PRESENT I I VERTICAL IF HIGHER THAN 48" �� (MAX.) C TOP OR SOLE PLATE TO STUB, END NAIL 16d COMMON 2 I TO FORM AN "L" SHAPE) H I I CONT. 2x4x8�2 SYP. LATERAL STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 I BRACE 0 48 O.C. AT 12d NAILS (TYP) I I BOTTOM CHORD OF �y AT X-BRACING GABLE END TRUSS (3) 12d NAILS W F-W DOUBLE STUDS, FACE NAIL i 0d COMMON 24" O.C. I 1 �x I DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON SCHEDULE „D.t I y--- (2)-2x4 TOP PLATE ISOMETRIC VIEW SHOE PLATE DONT, 2x4x$' SHOWING LATERAL BRACE TO CONTINUOUS HEADER, TWO PIECES 16d COMMON 16 O.C. ALONG EA EDGE FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS LATERAL BRAC EZt9 4$" O.0 2x4 STUDS 0 16" O.C. GABLE END TRUSS (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) 7/16" OSS ON tit. 2x4 BLOCKING 0, D.0 -PLATFORM FRAMING-- SUPPORT BEAM OR Z PLYWOOD & PARTICLEBOARD SHEATHING: NAILED ON 4"/12" BETWEEN GABLE Sc FIRST TRUSS ROOF - 7/16' OR GREATER _ 8d COMMON 6" D.C. EDGES & OPENING WIDTH IN FEET CUP 0 4B" O.C.. CLIP MUST GIRDER PER SHEET # S-2 �, l PROVIDE A MIN. 400 lbs OF SHEAR. L LID LL' 8" O.C. INTERMEDIATE UP TO 3'-0" Y-1" THRU 6'-0" 6'-1" THRU 10'-0" WALL - 7/16"'OR GREATER 8d COMMON 6""D.C. EDGES & * LINTEL * (3)-2x$'3 (3)-2x10'3 (3)-2x12's PLATFORM FRAMING H •,'��'�`., 12 D,C. INTERMEDIATE DETAIL ""00113 JAMB ** USE Two (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GALE CJD �� J. 1 •, FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & D '•( •, (+. 12' O.C. INTERMEDIATE * : TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF T '-I` ,• JOB NUMBER THE THREE (3) PLATES MENTIONED ABOVE. NOTEL STUD TO STUD STRAPPING v. UNBRACED LENGTH OF X-GRACING MAY * = OR SEE SHEAR WALT TABLES ON SHEET S-2 & S-3, NOT EXCEED 10 ft.. IF LENGTH DOES G ** = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. EXCEED 10 ft., ADDITIONAL SCAB IS REO-0. •r� .' '• ;:. rl SHEET NUMBER H.� 14 1. -0 ;,�,. - S--4 OF S--4 r 0 0 C po L� c W W C 4 4 07 u' N QCV 4 N o v w Lu c0 of L OPEN HANDRAIL W/ SPINDLES W-9, 21'-3" lot 3'`2Y2 —24+ 4'-0" 3'` 4 S-2" '-6" 5'`>>�2� 5-6" Fri 00 t (D m m co CD to co N N O Q N N R/S R/S LOFT �-■ CATHEDRAL CLG --- x 13'-0" !� BEDROOM 3 - - - - BATH 3 CATHEDRAL CLG r "' L J - - - - - -- At'EDRAL CL 11'-2" x 10'-8" CN L co 12"X12" FLAT - - ---� - - - - LJ - - - - - _ FOR CLG. FAN - 1 ��12"X12" FLATf (D 3_ co p/S FOR CLG. FAN N Q I I I I I I I I <c � i D W 4i ISES DDW 4�I �S i '� CO @ .2 P R USER @ 6. E IRI ER o CO I I I I I I I If CIO 3040 SH 3050 SH ® 72 AFF 0 72 AFF 23'-'8y' 9'-3}2' 2'_5' a Miami SECOND FLOOR PLAN- SCALE: 1/4"=1'-0" ac,� t3 r f,I� � w Pj:�ICy.a� L y l d1 P r1,J � C7 O AREA TABULATION .h GY .% i LL f•] Ay L yip^ l�4 'M . MAIN FLOOR PLAN 1467 SQ.FT. o a LL a� -SECOND FLOOR 557 SQ.FT. TOTAL A/C AREA 2024 SQ.FT. JOB NO, 05-6'-008 FRONT PORCH 193 SQ.FT. Dogwood LANAI 216 SQ.FT. (Mod.) GARAGE 445 SQ.FT. SHEET TITLE SHEET SECOND FLOOR TOTAL AREA 2878 SQ.FT. PLAN A2.2 L ,A 75-0 fiMdL1l-,e_ IAV MAIN FLOOR NOTES [NOTE-FLOOR n 22E ;� :u' F 9s 1, WINDOW GRILLS ARE STANDARD IN FRONT 15 ' T s ` AND SIDE ELEVATIONS AND REAR ELEVATIONTO BE CLEAR GLASS. 2. ALL UNDIMENSIONED PAR11TIONS s 2 - ARE 3 1/2" ROUGH. 52 -- s s3'-1°y2 3. ALL ANGLED PARTITIONS ARE 45 0 E 4 DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2x12's w 1/2' L a E s'-to• 4'-s" 12'-0' 7'-0• ta'-s' 1e' °y2 PLYWOOD FLITCH PLATE AT ALL EXTERIOR it 2'-2' 4'-8" WALL OPENINGS AND INTERIOR BEARING 11 3y2. 3_9. WALL OPENINGS UNLESS OTHERWISE NOTED. 2'_3• p'_3" 6'-8" 7'-10" 4'-0' 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 o 4 to N VIA BEAMS, POSTS AND/OR SOLID 9 N LO 10'-1 I8 PLT. BLOCKING. Q 0 ADD STEPS TO 6'-10 -1' 6'-1' 8'-0• 5" 8x8 FRAMED COL. OFFSET o 6. ALL EXTERIOR DIMENSIONS ARE TO FACE 0 W ,�` OF STUDS UNLESS OTHERWISE NOTED. W cn GRADE AS REQ. 1" FROM PORCH EDGE 7. ALL TRUSSES TO BEAR ON EXTERIOR � BY CODE HB — — — — — — — — — WALLS AND/OR GIRDER TRUSSES UNLESS Q x — — — — OTHERWISE NOTED ON FOUNDATION PLAN. L Q DINING ROOM 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL N o 10' CLG. a TRUSSES, 7 00 ® 11'-5" x 9'-0" A' I 9. WINDOW SUPPLIER TO VERIFY AT LEAST a 4 I FOYER o Q ONE WINDOW IN ALL BEDROOMS TO HAVE — I — « A CLEAR EGRESS OPENING OF 5.7 SQ. FT. FIE.- -0 CO ERED PORCH6'-8" x -8" °�°< I _.. WITH MIN. DIMENSION OF 24" IN HEIGHT ANDto A " 420" IN WIDTH; SILL HEIGHT NOT GREATER1.N ® o -010xC17-10 I I THAN 44" ABOVE FLOOR.2860 SH I 0 84 AFF I 10. (ABOVEN8F 1-)TO UNDERSIIDEROFAROOF — — CLG. BRK. — HC HG ADD STEPS TO— — �" �" SHEATHING - PROVIDE FIRESTOPPING O r _ EVERY 8'-0" VERTICALLY IN WALLS > 8'--1". 34.5" h"WALL w -� �21«BEC J r 1 21•BEG L i GRADE A5 REO. 11. ALL HANDRAIL BALLUSTERS TO BE 15 BARTO „ BY CODE SPACED SUCH THAT A 4" SPHERE CANNOT ORE NED LANA i � MICRO HOOD 1 -- 2430 SH I 12, ALL ELECTRICAL ANDPASS BETWEEN MECHANICAL1- 10 CLG. I I - 0 80" AFF » » I I LQ --0 I " EQUIPMENT & METERS ARE SUBJECT TO - x 23-� GREAT ROOM 4g Icc RELOCATION DUE TO FIELD CONDITIONS; Y �' CONTRACTOR TO VERIFY, VAULTED CLG. I I KITCHEN 2430 SH 8x8 FRAMED COL. OFFSET � " � I I � ° 13. FOR ADDITIONAL NOTES SEE GENERAL 1" FROM PORCH EDGE I18'-11* x 15�-2 10' CLG. �_= 0 80" AFF NOTES ON TITLE SHEET & DETAILS. 12' x 6'8" I I — '`" QUAD SLIDER II D/W I I N 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE }N ml II f I �,° 96" ABOVE FINISH FLOOR (U.N.O.). II I 3050 SH 3050 SH vl _ I " 15. WINDOW MANUFACTURER TO TEMPER ALL ® 84 AFF 10'--1 1/8 PLT. ® 84 AFF WINDOWS 2' WITHIN DOORS, OVER TUB & 124"D/S I REF i 21" I L/S I D 2 X 8 SHOWERS 7 WINDOWS WITHING 18" OF THE R I i 1 V _ -------1 ------- CL D FINISHED FLOOR. 36" G�S FP 9� N I OHC �_____r OHCI i W/SP i u DSP i LAUNDRY TUB o B'-4/4 2'-1�" 3'-11!2" � II n LINEN _ 7---- A ST PS TO C; -- -- 3'-9 " I� UTILITY G G SLAB \ 10' CLG. � \\ GS CLG. BRK.X. 7 868 1LGT I t N \ Q- I PONY WALL 1" - --- I 10' CLG. 22 1/2"64" \ I I —IBJ fSE OF I t 5'-1a co as AT11C ACCESS \ .' 2668 TREAD ABOVE NOOPE t it t c° 4'-6 HANDRAIL I - -- — — — \ C) — IIco I _ 24* co D/S N I1 1I \ 2860 SH I ---------------------- -(DBL) R/So I I I GARAG \ 0 84" AFF I BA 10' CLG [J 11 1 I 18'-10" x 21' -2* x " I C 10 CLG. °' 10' CLG. ¢ -L 2860 SH 0 84" AFF MASTER SUITE o "� BEDROOM 2 / 10' ICLG. ----------- ------ 0; 10' CLG i____�i Z / 14'--8" 15'_5" (DBL) R/5 11'-3" x 13'-0" K 2860 SH I " �t� 0 84 AFF I n I �/45 I(�) Nco / L I n ao 6'-312 2'312+ 3'-8' I CO F W.H. i Lc co 6'-5" I [Y I Is 10'-1 1/8 PLT. —RECESS HQWER ' i I 10'-1 1/8 PLT. 10'-1 1/8 PLT. 3060 SH 306 SH i i 10 CLG. i 0 804 SH10'-1 / ® 804' AFF HB 0 84 AFF 0 84m AFF - OPT. H WER J ' i ------ i EAD ' R S I �► ..� 4' X — 8" CLS 10'-1 1/8 PIL CONDENSER " BYP S ENLOSURE BILKS 84 AFF VER( Y SIZE WITH SUP RI TENDENT 2 2'-g" 2'-6y" 6'-ity2' g'_g" 2'_r 6' 6. 12'-6" 14'-10" 19'-0" 31'-Dy2" 63'-10y' MAIN FLOOR PLAN_ SCALE: 1/4"=1'-0" S' ux�r 13 Y�^ r O j»' ti 7 AREA TABULATIONg, � r= c MAIN FLOOR PLAN 1467 SQ.FT. r` m aa.. LL a SECOND FLOOR 557 SQ.FT. .A TOTAL A/C AREA 2024 SQ.FT. JOB NO. 05_S,_0Qag Mi FRONT PORCH 193 SQ.FT. Do wood LANAI 216 SQ.FT. ( od.) GARAGE 445 SQ.FT. SHEET TITLE SHEET TOTAL AREA 2878 SQ.FT. MAIN FLOOR PLAN V V A2. 1 05o &1adtjL laiv— r" _ � n Q N � iM Periods only used on one word abbreviations, if the abbreviation `s o�_� L is a different word by itself; e,g, ARCH., BIT,, and LAM. G Periods ore usually used when abbreviating multiple words, unless they INDEX 4 ABBREVIATIONS GENERAL NOTES � � � are very common without periods; e.g. AFF, HVAC, R/A, and WWM. j g � A.B. ANCHORBOLT FAS FASTEN(ER) PAR PARALLEL 1. All 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.BD. PARTICLEBOARD Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDMONING F.B,Q, FURNISHED BY OTHERS PC.GONG. PRECAST CONCRETE ARCHITECTURAL ACO ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER 2. Minimum Design Loads: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING B. Install#15(min.)felt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) AO.O COVER SHEET FLOOR: 40 P.S.F.Live Load ADN ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 4 o R 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment, ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER R N 4 No staples allowed. AGG AGGREGATE FLR FLOORING) PNL PANEL A1.1 INDEX, ABBREVIAT10NS, SYMBOLS AND Q Q ROOF: 40 P.S.F.Live Load A.M.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) GENERAL NOTES 10 P.S.F.Dead Load D. Plash all roof to Wall conditions. ALT ALTERNATE FN FENCE PR PAIR(OF) oo ALUM ALUMINUM FND FOUNDATION PREFAB PHEFABRIGATED p W A.P. ACCESS PANEL F.O, FACE OF PSF POUNDS PER SQUARE FOOT W co 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. Downspout to be 4" APX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH ""�" � W Engineering for all structural details,specifications,and notes. •20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPH8 FIRE PROOF HOSE BIBS PTN PARTITION LAYOUTS �®� t ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) Ln A.T. ASPHALT TILE FR FRAME(D)(ING) PV PAVE(D)OR PAVING AUTO. AUTOMATIC FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) 3. CONCRETE 6. INSULATION AVG AVERAGE FTG FOOTING PPWI PWD PAVEMENT A2.0 FOUNDATION PLAN AWNG AWNING FUR FURRED(ING) PLYWOOD A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide R-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown insulation A2.1 MAIN FLOOR PLAN each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterioror to unheated Q 836 36'W IDE BASE CAB. GA GAUGE Q,T, QUARRY TILE 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 o Y BD BOARD G.B. GYPSUM(WALL.)BOARD Q Vs q p P property BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON SIAIRS) A2.2 SECOND FLOOR PLAN w structure or gas mitigation due to these occurrences. R-11 baits at fireplace chase walls and under fireplace unit. BIT. BITUMINOUS GD GRADE OR GRADING R r � � a BLKG BLOCKING G.D.O. GARAGE DOOR OPENER RIA RETURN AIR 3 BLDG BUILDING GFI GROUND FAULT INTERRUPTER RAD RUBBERIBASE A2.3 ROOF PLAN M BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE A2.4 FRONT& RIGHT ELEVATIONS B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation BLKG BLOCKING GL.BK• GLASS BLOCK R.D. ROOF DRAIN ++ and structural designs due to inadequqte soils or landfill occurences shall be the BM BEAM G.I. GALVANIZED IRON REFRREFRIGERATOR 00 ELEVATIONS = r ty responsibility of the"Builder-Developer"or it's subcontractors involved with the design and 7• DRYWALL B.M. BENCH MARK GT GROUT REQ REQUIRED A2.5 REAR & LEFT ELS J O installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) RES RESILIENT A2.6 INTERIOR ELEVATIONS �.. BRG BEARING 42'H 42'HIGH(WALL) REV REV1510N(5),REVISED implementations. A. All walls to have Y"gypsum and all ceiling t�sum ceiling board unless BRK BRICK HB HOSE BIBS REINF REINFORCED(ING) noted otherwise. B.S. BOTH SIDES H,C, HOLLOW CORE RFG ROOFING BSMT BASEMENT HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX ELECTRICAL ��'(`,J�" /�y B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BrM OP BOT BOTTOM H.D. HEAT DETECTOR OORHEAVYDUTY RLG RAILING C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W1 MICROWAVE per local codes or specific soil conditions,whichever is more restrictive, BVL BEVELED HOW HARDWARE RM ROOM B.W. BOTH WAYS HGT HEIGHT R.O. ROUGH OPENING H.M. HOLLOW METAL R.O.W. RIGHT OF:WAY E1"1 MAIN FLOOR ELECTRICAL PLAN 8, INTERIOR TRIM AND FINISHES to be selected by contractor. C GAB CABINET HORZ HORIZONTAL R&S ROD AND SHELF(5) D. Sail test must be approved by Geo technical Engineer prior to footing pour. G.B. CATCH BASIN HR HOUR CEM CEMENT H.R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) E1.2 SECOND FLOOR ELECTRICAL PLAN 9, DOORS&WINDOWS CER CERAMIC HS HORIZONTALSLIDER S SCH SCHEDULE OF CUBIC FOOT HTG HEATING SO SMOKE DETECTOR E. All concrete footings are designed to bear on minimum sail pressure of 3000 p.s,f.and CRAM CHAMFER HVAC HEAT INGNENTIIATINGlA)R GOND. SEC SECTION shall be placed on firm,undisturbed soil 3"-6"minimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOOR$) S.F. SQUARE FEET reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.GONC, CA5T•IN•PLACE CONC. SF.GL. SAFETY GLASS or local codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall rneet CIR CIRCLE LB. IRONING BOARD S.G.D. SLIDING GLASS DOOR performance standards ANSI/AAMA 1 D1-88 for metal Windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE I,D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) and the CRF shall not be less than 55. C•J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET CK CALK(ING)CAULK(ING) I.M. INSULATED METAL SHTHG SHEATHING F. All concrete shall attain a 28 day compressive strength of 3,000 p•s•i. CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR CLO CEILING INT INTERIOR SKL SKYLIGHT C. Provide insulatingdouble glazing at all exterior lass areas and tempered lass in all slid) CLR CLEAR(ANCE) SL SIDELIGHT OR SLEEVE a) 9 9 g Pe g n9 CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) G, Provide minimum 4"concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes. CM CENTIMETER(S) J JT JOINT SNC SEALANT SPC SPACER encasement of utility lines is required,increase slab thickness at the utility line, Install CMU CONCRETE MASONRY UNIT utilities lines well below slab. C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPEC (AUDIO) SPEAKER(S)E SPK (AUDIO)SPEAKER($) D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN S.ST. 5TAINLESSSTEEIL openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE (D including patio, porch and sidewalks. GOND (AC)CONDENSER K/S KNEE SPACE STI. STEEL CONST CONSTRUCTION 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM. LAMINAIE(D) STR STRUCTURAL CONTR CONTRACTOR L LAV LAVATORY(SINK) SO SQUARE DIMENSION N I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. cQRR CORRUGATED SU5 SUSPENDED A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, L.B.O. LOCATION BY OTHERS S.W. SHEAR WALL P 9 q p Y 9 CPR COPPER LIV LIV':JG bathroom and garage wall receptacles shall be providled with ground fault circuit protection. C OR GPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE Service panels to be(min-)20 circuit,100 amp,110 vont. CRS COURSE(S) L.P. LAMINATED PLASTIC T.B. TOWER BAR 4. FRAMING CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE L.T. LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO TIL CERAMIC C.T. CC E A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the LTL LINTELT.C.J• I ROWELED CONTROL JOINT FAKE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dlryer vent(taped CTR CENTER OR COUNTER LVL LAM VENNER LUMBERBEAMS) TEMP. TEMPERED(GLASS)no screws)to CX CONNEx71QN exterior. LVR LOUVER T&G TONGUE&GROOVE CY CUBIC YARD TEL TELEPHONE 2800 psi in Bending,Fb 285 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separaSon as local code below adjacent M METER(5) THK THICK(NESS) P P per 12"D i2"DEEP M MAX MAXIMUM TMA THRESHOLD 2,000,000 psi in Modulus of Elasticity,E finish grade. D D DRYER,OR DRAIN MAS MASOI+d'( T.O.C. TOP OF CONCRETE DBL DOUBLE MATL MATE7IAL T.O.F. TOP OF FOUNDATION M B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICIN=CABINET T.O.M. TOP OF MASONRY stress+875 p.s.i.,(1 000 psi repetitive)or better, D. Provide main sewer clean-out within 5'-0"inside or ouitside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O,W. TOP OF WINDOW otherwise. DEP DEPRESSED MFR, MANUFACTURER TR OR TRN TRANSOM(WINDOW) VARIES C 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 MIN MINIMUM TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved by the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL DIAM DIAMETER MISC MISCELLANEOUS 1. All trusses shall be securely braced both during erection and after permanent installation in c)nduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied 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 shall be copper and a minimum#18. OAD UG UNDERCUT(DOOR) gpoR) Plate Instituto. 'rhe water department shall make the connections. D.L. DEAD (STAIRS) MM MILLIMETER . NF UNFINISHED N ON DOWN(STAIRS) MMB MEMBRANE U.N,O. UNLESS NOTED OTHERWISE DIMENSIpINS ARE TAKEN FROM FACE TO FACk.OF MASONRY D.P. DAMP-PROOFING M.O. MASONRYOPENING DR DOOR MOD MODULAR VB VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD, 2• Y,'high density T&QI Plywood subfloor glued and nailed. Panel span rating shall be APA DRY DRYER MAGHNE MRB MARBLE V V.B. VAPOR 13ARRIER 24/32 Exposure 1,With sealed edges. Install per manufacturers'spacing and edge DS DOWNSPOUT MTL METAL VB36 38"WIDE VANITY BASE '1 CIO recommendations. F. Water service shall be 1"minimum from each exterior shut off valve, D/S DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL it i I i I' 1 I) I I D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL. DTL DETAIL V.S. VEGI ABLE SINK OW D15HWASHER N/A NOT APPLICABLE V.T. VINYLTILE W 3 y"underlayment(minimum)under vinyl or tile on woad frame floor systems. G. All shower head heights to be 80"AFF at fiberglass sihowers and 84"AFF at ceramic DWG DRAWING N.LC, NOT IN CONTRACT showers. NL NAILABLE cc DWR DRAWER 'A` W3630 36'W X30"H WALL CAB NOM NOMINAL vY W WIDE OR WASHING MACHINE 4• Min'%"high density O.S.B.wood roof sheathing with'H'dips.APA panel span rating shall EA EACH N.T.S. NOT TO SCALE WC WATER CLOSET be 24/0,exposure 1,with sealed edges,Install per manufacturers'spacing and edge EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATUM WD WOOD recommendations. IMPORTANT NOTE. E.F. EACH FACE O OA OVERALL WF WIDEFLANGE(STEELBEAM) F.J. EXPANSION JOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W,H, WALLHUNG D. Roof truss systems shall be fabricated with wood chords and woad webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES, ELEC ELECTRIC(ALj O.GAB. OVERHEEDIAMETAD ET WI WROUGHT IRON designs prepared under the supervision of a registered professional engineer. E.P. ELECTRICAL PANEL GM. OUTSIDE DIAMETER WIC WALK-IN CLOSET REFERENCES & CALLOUTS ON THE ARCHITECTURAL ET EQUAL O.G.D. oVERHEADGARAGEpOOR WIN WINDOW EST ESTIMATE OH OVERHEAD W!W/O WITH OR WITHOUT E.W.C. ELECTRIC WATER COOLER OPNG OPENING WP WATERPROOF(ING) PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder forCLARIFY CONFLICTING INFORMATION. EXT E 056 ORIENTED STRAND BOARD W.S. WATER SOFTENER ATTIC VENT approval of roof trusses acid beams EXT EXTERIOR WSGT WAINSCOT W.T.W. WALL TO WALL WWM WELDED WIRE MESH 0 F. Min✓fi exterior grade plywood or OSB wood sheathing behind all masonry veneer,d" panels and cedar siding.See elevations for locatiotls. G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud SYMBOLSFORMULA. sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as �. it 144 SQ. IN. = 1 SQ. FT. indicated an the plans. ` ;.-:" I�Wt,-; EARTH �rr�l�> r; ;' PLYWOOD BLDG. CEIL.INC (SF)X 144 = BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG, (SQ. IN,)/30) = SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL nLL ii '; ; INSULATING SHEATHING 5Q. IN. OF VENT REQUIRED 12 = 50°/ti AT RIDGE &50% AT EAVES WOOD STUD PARTITION 1y' i, r'. BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 . , RIGID INSULATION UNLESS OTHERWISE N011D %/i,�•' BRICK � WATER CLOSET 01AREAANGLE TABULATION T f z7 �� CONCRETE BLOCK rCD CENTERLINE MAIN FLOOR PLAN 1467 SQ.FT. CONCRETE 41 TUB/SHOWER SECOND FLOOR 557 S .FT. � r HB HOSE BIBB (FREEZE PROOF) U. GON D SQ.FT. STONE TOTAL A/C AREA 2Q24 SQ.FT. !; " 1` 1, t @ ry �° GAS LINE STUB co LAVATORY FRONT PORCH 193 SQ.FT. ' �` STEEL 0 d PENNY �� o � •,-- - DIMENSIONAL LUMBER DOUBLE SINK LANAI 216 SQ.FT. a i PERPENDICULAR ❑❑ GARAGE 445 SQ.FT. �..L_ JOB NO, 05-61-0085 PLATE BLOCKING SINGLE SINK TOTAL AREA 2878 SQ.FT. Dogwood ROUND OR DIAMETER FINISH GRADE WOOD D (Mod.) SHEET TITLE SHEET GENERAL NOTES A1 . 1 L S7S�o �i!�'CYf•��/V o � e • � E O O E m Kalosis Residence Jacksonville Beach, co coL 4 V� 4 N (Ij lf] S7 4 4 0 W LU U) BFSTCON HomL; s i•�' ZV) ,� ■ CW rr ' (A =. � c 22 ji i LAP SOING i i LM -F -_ --m _ _ - - ........... -------- 00 A d F'lannini'y o Atlantic Beach 9 anZoning cepartment This aPProvat ver,"es zoning, sub COmPliance devefc, dirisFon With applicable prrkent r�¢ut8ti0nsand other local land approval for tti.jsj&tjon tut does 4 with Florida 6uAdir� not constitute Lz' Permits, local, Stats A COds and aft otheC a Nance � must be ven5ed b ederat pemfttfn PPiicabie Beach Buildin r signature tha C quiremcnts � Building F� Ar+6r! ` suancalantic " Of 8 a APProved ar. Grist []ate; �" Or � M1 r rr r r "1` rn rvi IY F ;:,FACiH p C pj CJS _. •..� Y J..1` O `r JUN r,� ..1 �,. JOB NO. 05-B1-0085 Dogwood (Mod.) SHEET TITLE SHEET Fe p Ft o v E o H COVER SHEET / \o.o L a ..� JUL 0 G 2 BV WOOD SUCK U10 x 11/4` MINIMUM EMBEDMENT OR 17 3/16' PFH iAPCUNS WITH 4,563' 1112' MIN, EMBEDMENT GYP) 1 MISSl�u INSiNJ EB r Al LBEAiI s 91910 if A cAr r DR 04ERNANG MR IMI 1�KE fTO iH[EO(C 9 CAIO1Pr 0R OVER V0 (2) PSR HEA➢ JAMB ?D Slll 1S LESS 1NNId114S Of GRf S1 Vhf SS l�Vli IS INSTALLED IN 114' GAP MAX, h�N HAUlip�f AREAS VfERf?E VNfI A4D 1K 0 ARE KW U 10 ACCEPT WATER lf0'ILiRp11UN. - .750' V1ENf VAIER 11EIlIRAfiON V✓ERE VA? [�It1RAiIpN O QUIRINENI 6 Ull REOJI lENi lS NDl Ell 051tIVP o rov d +1 . s °1 K i A r 1,25' *fit �ddr A! r I i r MA I ERIAIS LIS 1 OITEM 110. PESCRIP1109. PART UN COMMENTS ® to °°1° © V090-0111 JAMB EV-12 11/4,x 4 16'MIL. 10 BE V000 • ' '' � COMPRESSION WEAIHERSTRiP p (R ° /4'x 4 'ATL. IW FIXED THRESHOLD r , TOP CHANNEL EW"D5 81 11/16' INIERIOR79 5/16' aEXTERIOR 6 ST K N 26 0.(.011+,002 .25) r�1�CH11SI CH6F,` M. MAX , ° QPRUFTHANF FOANBASF FOAH- DENSITY 2,010 2.516s.d ° BOTTOM CHANNEL r ° . °'° O WOOD TOCK BLOCK EWOB ° ° ° O WOO STR1kE ST Lf EW-01 111/16'K 15116'X 19 5116'Mit,10 if WAD / WOOD HiNGE STILE EW-06 111116'X 15/16'X 19 5116'MR.10 BE VOOD LOCK FILLER PLATE EV-09 .050 THICK PLASTIC .°,,•1,°° ' 3 Val, EW-l5 .0411HiCK(STEEL) °,', °,,° O 4 W0O0-HIN JpMD I I/4'x 4 9116'1111, 10 BE WOOD ® 110 x 3/4'WOOD SCREWS (4)SCREWS PER HINGE 62'F 1 D x (2)SCREWS PER HINGE 00m 111k)+�,HW,S, i 'M!I i V (I+Ifi�li((R Ni n,Ir%ut rca� �� pPPROV� CO 1.25' soM+ �If,2e°° 110 x 314'F.H.W,S, (2)SCREWS PER HINGE 4 2 ,HWS, 2)Al EACH SIRIKE PLATE Pa�r�� D LOCKSEi WlKSE1 DRANO 200 LOCK WO �D �➢ DADS CpyM HODIFiCATIONS arz�rou JD 2 BV WUaU BUCK rtYy�ll��lsIrrlI(�Ipkr(S��S��i�ipp(IDIpp�1(Rp� : t6ry(C, ' f aDpaUtf COP MODIFICATIONS W JD alum!�•4Ef71C1(�Sliil'r . _ A 'AIiOED Pf,SL 4?wg! 3I k[s) I G Su ns 11 ` LTR• -'�VISI�S . .�1 Bl _.. _– — r- p�R NDCI Ni V 1110 x 11/4' MINIMUM EMBEDMENT OR Kit Rs. I 9AIt I-pn-0 I Tull,I--0I IL I l l2'M1N, EMBEDMENT(TYP) RIM � %1N, 3 –IM–EV 911E�((fB�V 101 (2) PER HERD JAMB p111�6"�,N gle /", XIX 2 DF 6 DOOR CONFIGURATIONS V1111(1IRc .•MAX .•MAX 7 MAx 3,,yx r MAX ,.MAX tivTeRloR 1.• -MAR 1601 MAX . MAX wix I rlianx� 1 11 31 i!v j A•MA% LS- ts•MAX X MAX 37 1/2•MAX el.3e4' MAX MAx 35 3!.• 15.MAX 1 Ti �.. MAX fl0 Alli• 1T MA% SH(>r'MAX ar MAX .. 1X � l6•MAX I OLD ` 1 •-- .�-•' t ,;;L _ 37 i/Z•MAX ',r: :J tia •'1• •„.,• ••• !•• •v '�7•� a•MA lS•MA% MAX{•MAK 1 9116' •j \ CLC• 3•NA% l a•MAY ]•MAXtA• MA1L�T IyX�I 11 MAX �x /-1 - ! 3•NA% 6•MA% IMAx ,.MA% is MA% .MAY O.0SEE ELAZI4 DETAIa'MAx .•MAX— EXTERIOR tsa�a% 17 I � 2 134 MAX 0 all II/tv Ii- O 31 V4 . 15'MAX MAX SC( TION H- A 15,MAx C—' "kNSW N G OTHER CONFIGURAT IONS r�A I--It- ' GLAZING DETAIL 3 MAx 1116• a•MAX 66 3!a• 64 3/4• ax a• wx EXTER[O GRADE L TEDD MAXMAX 37 naxz . .�MAX C%TERiOR GRADE LATEX TUCK 11 EXTERIaR ° L OX. E LINIMItLESS NOIED,FRAC DEC A e'��'• is EXTRUSM UNLESS NOTED,S11 OIL a'iLWANEER � 1"• c.x aX.n raautur�Ms : L(R REVISIT M 8T lNTERTOR Avr-U';MAS w-Inruratt;M THE a ►earn PAX s I=ani IONS) 6 Al•:.i' (rLp`rtiCY.TTMTH@ PARi aE,KLAkrt'TfY+["""' y4 e6 SMWS mu rAAKS° qR RY t, > �.::•:p:w:�'�. WN (SY REMR ENTRY SYSTEM 1 1/2• a° u �'' _ �Im� A .Qp arMCA aXmC111,ryA.T GY paonu� 31-1020s�,� n`°-I GLASS BITE 29 `” etCIVIMON %I E.IFFfRSi1N � ^ PROD rroc wv orr �� N R $Y$ M 31-102D-EW-I aILOr+ecOo�cOr�Pwr+ o�F1Ce PRIS i6,xi 66762 SHEET °SHC7F 4 etiy AccEPrANCFNO ec-oa 1y./y ;w 1/9'TENI'ERES GLASS 9uACiNGC4DECo4auArtCEOFACH n t SI{ffT 2 7 6 tlLS771.1R i ACCEPTANCE No U �� - 1 e eco Product Ratings Effective: march 34 2002 ®IDITCI LINE RATING( s$) SIZE(in) M40/50—SH +30 -35 53x78 Standard single hung +30 -35 36x96 M40HP/50HP-'-SH +50 -60 53x63 High Performance single)Rung +50 -55 53x763/4 +35 -•35 53x96 TW SIS +50, X70 . 53x78 Tilt sash single hung +35, 35 53x96 '1'3--SH +SA -50 53x96 Tilt thermal break single hung MP—SH +70 -70 53x78 Impact single hunt, RW HP +35 -35 127x61 High performance horizontal slider Rid XH; +55 -35 74x8 1 Extra high perfortnanee horizontal slider +45 -45 112x63 P,L2/3/4/5 SGD x-35 -35 4068 panels Standard sliding glass door +30 -34 3090 panels 2"Sill M2/3/4/5 TIP SGD 445 -4.5 4080 panels' High performance sliding glass door 2-1/21,Sill 1AVF 3/4/5 XHP SGD +35 -55 50130 panels Extra high,performance sliding glass door 2-1/211 Sill *S' wide panels not available in M3&,5 ---- ,� Revised: 04/04/02 � _ ._ CONCRETE OR IIASGNRY '"" ..,'" ._' •.`.-�---- -..-._ .-- .__.__.__,�....... .._. CAULK BEHIND _ VIINDOV iWO BY FRA11114G— R9 SCRCtr 1/1S[ALATIDN AtNCNpR WgOD BUCK AWCHOR _ ti 114DgW F111 W1DTH AV OT14CRS - 3/16•DIA.CpNCRETER�1 OPENING BY OTHERS CONCRETE DR MASONRY CAULIt DEHIND W11400V FIN SCREW ANCHOR I-1/B'MIe1 EHBE➢7�CNT - ¢PENDID DY QTH&RS THIN Fy REO'P AT EA.SCT of Iu5Ta�1.AlI01r aycHURS usAIR LunA aFnRluO Soins, Iwe' TVD HY FRANINS SPACE• By BY OTHERS CAULK HETI/EEN VgpD BACK 5H114 AS RCO'D• ///— ALLDWpgLC S1➢N SLACK tq AC 1/1'.USC 8K➢,S WHERE$1'ACC GR)BZA THEN 1115•11 PR[SLNi. A MASONRY OPENING BY OTHERS / TVO BT VODDYtA 8JC1(BY OTHERS BY tlTIICRS )-1/4' MIN, ..:y.2•tlm,t•tL'+' BEARING$8114 �,",j 8UG< BT pTnCRS 3! 914$rnV aSTALLF LGN AuCi DRi){UST dE IlP Su4'FIWLNT 1.L'rtW li 70 AG'.ICvf IIU1.CHal;p1�[1r7 EIIBEDIIENT + INSTALLATION A1ICHOR Or 1^1/0•➢+)O Tv0 pY Vto BACK.Cgn(kE)C SCREV aUCHORt AT SILL Nutt b OF 5VF1'ICILNT BIO SCREV(TYPJ IINSTALLATION ANCHGR CAULK DETIAEEN HF,SOINRT LENGTH TO Acwtvt ION.ERBEDf1ENT Cr 1-I/4•INTO HASCNRY DR J:M4CREYY. 10 SCREV(TVA) OPENING a vpOD DUCK 4) Naz ALLOVABLE SPACIUG DCT%1rEN 910$CACW AA/CIIpAs AND CenckuE SCREW AlIC1,Dks)0 nE 24• _ SH10 AS REO'D. 0Y DINERS O.C.I", V/LOAD 57 USE LATCX CAULK OR E401VALENT FUR PERiRCTER SEAL ARCOUD EXTCRICR AF DU4R 8Y OTIICIIS• I" BEARING Solm SLIDING GLASS 1!000 BUCK ANCHOR b) IF C%ACT DGOR SIZE IS NOT LISTED iN aIICHOR ,,wURe R,0 ANC7�74 puaMT liY L15TL0 vtiu NCXi DOOR FRAME �` 7) FOR PQCcET'SDCR SIZES USC CG¢SCSY AY PASS DWR StYC b Ctlt61GURATIRV 7U FINISH DPEI+b IG. 1/4'MAX. ° 3/16'DTA. CONCRETE LARCCR SIZE,FOR THE APPRDPft1ATC DESIGr/PRESSURE kkO D. SPACE w� - r )AHE SGREYY AllENpR DY DTIIERS PLACE CONCRETE SCREV ANCr14RR IN SROui PC NOOK STRIP AS SFUUN. 07 DLAss THICKNESS MAY VARY PER RCDWRrHzrrTY tlF ASM 013A GLASS CHARTS.S116LE GLF2116 1/4'MAX. _ 1S SH3Hr1 INSULATING GLASS IS ALSO OUALIF)ED SHIN SPACE 9! )AND,SILL COR14CPS AND ALL ANCHGRS THROUGH SILL ARE TO CE SCALED V17N A SIWLL JUsNT 1-•1/9'ION. � SEAR SCALER. E10EDMENT 101 ALL INSTALLATION A14CICS MUST IIE!IARC'pi CDRRUSICN RESISTAUY a Y 11 1 ER1AL S. E%TCR10R - ) Ill NOT ALL COvF16URaT1DNS LISTED aH¢VC AR[SHpNN GN THIS DAAVItNG,HquEVER 1NSIaLLATiCa1 2' ITYPJ 1'MIN. T5/q$7 EXLEB1Dt3 �. 127 KINCO S(Y HPRKD b SLIDING ELASB G gq'[%A PtLY 1110 Ik4PRINTAAI Q APNLIESu1gOrCCHfa J1Dr.S. E1 tpCDNC14Y WOOD BUCK MARX 4 4 MARK 5. FIN FRANC, LAI$$ BY OTHERS TEMPERED GLASS EXTERtI1R F1r11SH �" '7'i sY R CAULK EXT.FINISH (T7Pa ' INSTALLATION ANCHOR CHART SECTION dON '2 PC 11Y 01IR CAULK $Y L77t1ERS ➢r OTHERS PCRIHETER CAULK 1-t/4 MIN 010 SCREWS IN 3/16' DIA, CONCRETE 010 SCREWS p EA, Y ByROT ERs CAUL9 BY 41178$4 NEDHLNr' CALL [7VEKALL FRAME FIEAT) _SCREW 1N FRAME SILL JAMS Br hlUtltC STl@1P wJNO¢W HEIGHT SIZE SIZE UP Tp 46 PSF 61 PSF UP TO 46 USF T. PSF UP TO 46 PSF -61 PSF VlNllgt/ EXT.FINISH TD TD T¢ TO TO Tp WIDTH $Y OTHER$ SI' 60 PSF 70 PSF 45 Sr 60 PSF 7A PSI` .5 S SO PSF 70 PSF SLIDING GLASS 5068 XO,09.XX 60-M/16 x Be 3 DOOR FRAI4E Ni^^-•--S.G.A W[DTH 1/4'MA%. 6068 XO,OR,XX 7E-11/16 R 80 4 4 4 4 4 4 j 6 µ 6 HEAD SH114 SPACE BOA68 x 1�p%��..�u�XXX 9.6_21�16�x�0 6 5 6 6 5 S 3 6 6 SILL ST¢0L '-"O O d 06 Xli "-y 80 7 -••---- ry -.......Ft._.-. BY g71NERS @ c, EX1ER1f1R S .T_Lq�!2� 12060 DXO 145-5/8 x BO 7 9 IO 7 7 g 6 ° r 15060 tlXD IBI-5/8 n BO 9 8 9� DOOR I�Si �'4�X•t�"friik# 1 - re �- 29•D.C. HEIGHT 12060 OXXCL XXXX 144-11/16 x RO 7 9 10 7 6 HA%. <TYP,) / �� 16068 OXXO, XXXX 19 Il/14 x 00 10 13 IS 9 7 e 7 6 o V 24060 OXXO, XXXX 129 13 x BO 13 )7 1g 1) jq �� 3 6 6 i 71aPCRED 5080 Xq,p ,X# 6-fl/{6 R 9 3 3 3 "�3,- 3 6 V1N➢OW EDUAI.LY GLASS (TYP,) I-1/0•MIT4, 6p8D Xq,DX,XX 70-11/[6 x 96 4 4 4 4 4 4 6 6 HEIGHT SPACE EHBEOf1ENi INSTALLATION ANCHOR 0080 Xp,tlx• XX 96-IJ/Ib x 96 5 5 6 5 5 5 6 AItC110RS IIID SCREW Jp000 Xp X 12.4-11/16 u 96 6 7 6 d d (7YP,) 9 8D gXgX 10�-578 u 6 > 66 - -'••--•6_-••••—i.. I/4'IT D CAULK BETWEEN 12090 OXQ 145.5/9 X 96 8 14 I1 7 0 4 6 6 6 SPACE 6,0 VDOB FRA1fE t �0 ,Ox13 181.5!8 n 96 10 3HOOK STRIP IOF,e� X XX% -1/ K 7 8q0 111YTALLAT1pN 1$000 OXXO,XXXX 144-11/16 R 96 7 !0 Il 7 8 gANCHOR SCkEW --A_ 16080¢XXq,XXXX 198-11/16 K 96 11 14 17 9 12 14 6 6 6u T47q BY Vp¢➢ 20A00 OKxq XXX% 2qp-78/16 u 96 14 f9 Q2 L 16 10b•UAX, FRAME DY 01HCRS VL DY FkAHiNQ O (TYjj((P.> •�,T� DY¢iI IERS {1^ D¢¢R SLIWNFRAIIE S T f SILL SLIDING GLASS 'TION rON • AOOR IIODK 5TR[P �/ ,UMIN014 ALLOY 6¢63. I C n �-••••SHEATNIND Z 11UST BE OF SUFFICIENT LTH.TO ELEVATIQN N BY OTHERS L� 1F 1*INTO E'RAIAINO MEMBER, 1-1/4'IMIN l a-lr VIEWED FROM EXTERIOR 11/4 H,N. -X VA , 16`FROM CORNERS&24"D.C. _ BYTOTHERS pyq DOOR SHAWN � R1RR El-EVAT([�(y AT HEAL A JAM WITH DUD-SIL PERiIIEIER CAULK LTxxa, XXXX DOOR SHOWN ASO EDL APPLICATION Ut CTURE IL 7EIIPERED GLASS BY OTHERS PLY IYITH SFAtAt17 IAASIUFACTURER'& ••�.,� .-,_...__- �,..-.�.__ __ ._ .._- CAUU( 9EM(NO FIN AT WINDOW SILL. _ SCT SILL IN BED nI � - ALEtIT FOR PERIMETER SEAT,AROUI4D w ' {y(� I 5245 DlD IgOOS ROAD EIF MIMIC OR CAULK { I/ $ I�I 1�n LTD THERS• f i\PNC L� ly D o !ACs 01"ILLE,iLORIDA 81sy4 SLIDING GLASS --yo ,JAC�(SQNVILLI', �LOWIDA OT LISTED IN ANCHOR CHART• USE d �' y___ [NSIALLATION FlNCHOR ,.,r _ 0TH H�XT LARGER 51ZC. r *y', ''••.t "'', TJfLCr—• 3/16' DIA.CONCRETE DDDR FRANC ,.a•.. �J� ( µ -F v INSTALLATION DETAIL 1/(TDD f RAi91 OPENING SCREW ANCHOR(TYP.) JANE y.• J 'TLC' MAY „IPr� / Y PP SLIDRIG GLASS pq ft W/Tsrq BY trDUL BUCK OR FRN.ttf TS. VARY PER THE RS SIIQ11EutS ` ''� FIN SINGLE HUNG WINDOW 1440/5_0 & 1'140/5011P CONCRETI”OR— �/• � ]PEr11NG a# / XX / OY10 09XO C XAX9 41STALLATIOH I)f QUA 5K10LE CLAZINO IS SHOWN, ' r _ HASItIRY OPENING EMxIRCCR gUALIFIEO, y• - EH__I� `� -.-.W DAfi ...o GATCr M «— BY OT114RS ". ""�""""'•�� -"`"' V FIN JWA3 DO 1101 REOU1RE MANUCL MARTI<`lEZ $$ II/C>w/OI :.'i �..7-;C�: tfAl•1UEL MARTINEZ Ofir! B8 -nASc`1 /Q/O1• NAATl0t1 ANCHORS ARE ONLY REDID. y, /! � �1�: - DtSCIPLIrrC, ""'"'°""" - ^' eirw+e4 C l V 11 sLAic:`t T. &v6 n)t €Ga Z[Ii L 1 + a [E V I TiaiE: 1 [IS SHEET, d. S u Ata _ / CIVIL alit l;n l.T.a. _t<.1Txllo713 ❑X, X17, XX DOOR SHDWN I4.RCk REV.LCTIER 2 1 k141 "G��ss 47182 sSEn , n 1 1 e eco Product Ratings Effective: march 34 2002 ®IDITCI LINE RATING( s$) SIZE(in) M40/50—SH +30 -35 53x78 Standard single hung +30 -35 36x96 M40HP/50HP-'-SH +50 -60 53x63 High Performance single)Rung +50 -55 53x763/4 +35 -•35 53x96 TW SIS +50, X70 . 53x78 Tilt sash single hung +35, 35 53x96 '1'3--SH +SA -50 53x96 Tilt thermal break single hung MP—SH +70 -70 53x78 Impact single hunt, RW HP +35 -35 127x61 High performance horizontal slider Rid XH; +55 -35 74x8 1 Extra high perfortnanee horizontal slider +45 -45 112x63 P,L2/3/4/5 SGD x-35 -35 4068 panels Standard sliding glass door +30 -34 3090 panels 2"Sill M2/3/4/5 TIP SGD 445 -4.5 4080 panels' High performance sliding glass door 2-1/21,Sill 1AVF 3/4/5 XHP SGD +35 -55 50130 panels Extra high,performance sliding glass door 2-1/211 Sill *S' wide panels not available in M3&,5 ---- ,� Revised: 04/04/02 � _ ._ CONCRETE OR IIASGNRY '"" ..,'" ._' •.`.-�---- -..-._ .-- .__.__.__,�....... .._. CAULK BEHIND _ VIINDOV iWO BY FRA11114G— R9 SCRCtr 1/1S[ALATIDN AtNCNpR WgOD BUCK AWCHOR _ ti 114DgW F111 W1DTH AV OT14CRS - 3/16•DIA.CpNCRETER�1 OPENING BY OTHERS CONCRETE DR MASONRY CAULIt DEHIND W11400V FIN SCREW ANCHOR I-1/B'MIe1 EHBE➢7�CNT - ¢PENDID DY QTH&RS THIN Fy REO'P AT EA.SCT of Iu5Ta�1.AlI01r aycHURS usAIR LunA aFnRluO Soins, Iwe' TVD HY FRANINS SPACE• By BY OTHERS CAULK HETI/EEN VgpD BACK 5H114 AS RCO'D• ///— ALLDWpgLC S1➢N SLACK tq AC 1/1'.USC 8K➢,S WHERE$1'ACC GR)BZA THEN 1115•11 PR[SLNi. A MASONRY OPENING BY OTHERS / TVO BT VODDYtA 8JC1(BY OTHERS BY tlTIICRS )-1/4' MIN, ..:y.2•tlm,t•tL'+' BEARING$8114 �,",j 8UG< BT pTnCRS 3! 914$rnV aSTALLF LGN AuCi DRi){UST dE IlP Su4'FIWLNT 1.L'rtW li 70 AG'.ICvf IIU1.CHal;p1�[1r7 EIIBEDIIENT + INSTALLATION A1ICHOR Or 1^1/0•➢+)O Tv0 pY Vto BACK.Cgn(kE)C SCREV aUCHORt AT SILL Nutt b OF 5VF1'ICILNT BIO SCREV(TYPJ IINSTALLATION ANCHGR CAULK DETIAEEN HF,SOINRT LENGTH TO Acwtvt ION.ERBEDf1ENT Cr 1-I/4•INTO HASCNRY DR J:M4CREYY. 10 SCREV(TVA) OPENING a vpOD DUCK 4) Naz ALLOVABLE SPACIUG DCT%1rEN 910$CACW AA/CIIpAs AND CenckuE SCREW AlIC1,Dks)0 nE 24• _ SH10 AS REO'D. 0Y DINERS O.C.I", V/LOAD 57 USE LATCX CAULK OR E401VALENT FUR PERiRCTER SEAL ARCOUD EXTCRICR AF DU4R 8Y OTIICIIS• I" BEARING Solm SLIDING GLASS 1!000 BUCK ANCHOR b) IF C%ACT DGOR SIZE IS NOT LISTED iN aIICHOR ,,wURe R,0 ANC7�74 puaMT liY L15TL0 vtiu NCXi DOOR FRAME �` 7) FOR PQCcET'SDCR SIZES USC CG¢SCSY AY PASS DWR StYC b Ctlt61GURATIRV 7U FINISH DPEI+b IG. 1/4'MAX. ° 3/16'DTA. CONCRETE LARCCR SIZE,FOR THE APPRDPft1ATC DESIGr/PRESSURE kkO D. SPACE w� - r )AHE SGREYY AllENpR DY DTIIERS PLACE CONCRETE SCREV ANCr14RR IN SROui PC NOOK STRIP AS SFUUN. 07 DLAss THICKNESS MAY VARY PER RCDWRrHzrrTY tlF ASM 013A GLASS CHARTS.S116LE GLF2116 1/4'MAX. _ 1S SH3Hr1 INSULATING GLASS IS ALSO OUALIF)ED SHIN SPACE 9! )AND,SILL COR14CPS AND ALL ANCHGRS THROUGH SILL ARE TO CE SCALED V17N A SIWLL JUsNT 1-•1/9'ION. � SEAR SCALER. E10EDMENT 101 ALL INSTALLATION A14CICS MUST IIE!IARC'pi CDRRUSICN RESISTAUY a Y 11 1 ER1AL S. E%TCR10R - ) Ill NOT ALL COvF16URaT1DNS LISTED aH¢VC AR[SHpNN GN THIS DAAVItNG,HquEVER 1NSIaLLATiCa1 2' ITYPJ 1'MIN. T5/q$7 EXLEB1Dt3 �. 127 KINCO S(Y HPRKD b SLIDING ELASB G gq'[%A PtLY 1110 Ik4PRINTAAI Q APNLIESu1gOrCCHfa J1Dr.S. E1 tpCDNC14Y WOOD BUCK MARX 4 4 MARK 5. FIN FRANC, LAI$$ BY OTHERS TEMPERED GLASS EXTERtI1R F1r11SH �" '7'i sY R CAULK EXT.FINISH (T7Pa ' INSTALLATION ANCHOR CHART SECTION dON '2 PC 11Y 01IR CAULK $Y L77t1ERS ➢r OTHERS PCRIHETER CAULK 1-t/4 MIN 010 SCREWS IN 3/16' DIA, CONCRETE 010 SCREWS p EA, Y ByROT ERs CAUL9 BY 41178$4 NEDHLNr' CALL [7VEKALL FRAME FIEAT) _SCREW 1N FRAME SILL JAMS Br hlUtltC STl@1P wJNO¢W HEIGHT SIZE SIZE UP Tp 46 PSF 61 PSF UP TO 46 USF T. PSF UP TO 46 PSF -61 PSF VlNllgt/ EXT.FINISH TD TD T¢ TO TO Tp WIDTH $Y OTHER$ SI' 60 PSF 70 PSF 45 Sr 60 PSF 7A PSI` .5 S SO PSF 70 PSF SLIDING GLASS 5068 XO,09.XX 60-M/16 x Be 3 DOOR FRAI4E Ni^^-•--S.G.A W[DTH 1/4'MA%. 6068 XO,OR,XX 7E-11/16 R 80 4 4 4 4 4 4 j 6 µ 6 HEAD SH114 SPACE BOA68 x 1�p%��..�u�XXX 9.6_21�16�x�0 6 5 6 6 5 S 3 6 6 SILL ST¢0L '-"O O d 06 Xli "-y 80 7 -••---- ry -.......Ft._.-. BY g71NERS @ c, EX1ER1f1R S .T_Lq�!2� 12060 DXO 145-5/8 x BO 7 9 IO 7 7 g 6 ° r 15060 tlXD IBI-5/8 n BO 9 8 9� DOOR I�Si �'4�X•t�"friik# 1 - re �- 29•D.C. HEIGHT 12060 OXXCL XXXX 144-11/16 x RO 7 9 10 7 6 HA%. <TYP,) / �� 16068 OXXO, XXXX 19 Il/14 x 00 10 13 IS 9 7 e 7 6 o V 24060 OXXO, XXXX 129 13 x BO 13 )7 1g 1) jq �� 3 6 6 i 71aPCRED 5080 Xq,p ,X# 6-fl/{6 R 9 3 3 3 "�3,- 3 6 V1N➢OW EDUAI.LY GLASS (TYP,) I-1/0•MIT4, 6p8D Xq,DX,XX 70-11/[6 x 96 4 4 4 4 4 4 6 6 HEIGHT SPACE EHBEOf1ENi INSTALLATION ANCHOR 0080 Xp,tlx• XX 96-IJ/Ib x 96 5 5 6 5 5 5 6 AItC110RS IIID SCREW Jp000 Xp X 12.4-11/16 u 96 6 7 6 d d (7YP,) 9 8D gXgX 10�-578 u 6 > 66 - -'••--•6_-••••—i.. I/4'IT D CAULK BETWEEN 12090 OXQ 145.5/9 X 96 8 14 I1 7 0 4 6 6 6 SPACE 6,0 VDOB FRA1fE t �0 ,Ox13 181.5!8 n 96 10 3HOOK STRIP IOF,e� X XX% -1/ K 7 8q0 111YTALLAT1pN 1$000 OXXO,XXXX 144-11/16 R 96 7 !0 Il 7 8 gANCHOR SCkEW --A_ 16080¢XXq,XXXX 198-11/16 K 96 11 14 17 9 12 14 6 6 6u T47q BY Vp¢➢ 20A00 OKxq XXX% 2qp-78/16 u 96 14 f9 Q2 L 16 10b•UAX, FRAME DY 01HCRS VL DY FkAHiNQ O (TYjj((P.> •�,T� DY¢iI IERS {1^ D¢¢R SLIWNFRAIIE S T f SILL SLIDING GLASS 'TION rON • AOOR IIODK 5TR[P �/ ,UMIN014 ALLOY 6¢63. I C n �-••••SHEATNIND Z 11UST BE OF SUFFICIENT LTH.TO ELEVATIQN N BY OTHERS L� 1F 1*INTO E'RAIAINO MEMBER, 1-1/4'IMIN l a-lr VIEWED FROM EXTERIOR 11/4 H,N. -X VA , 16`FROM CORNERS&24"D.C. _ BYTOTHERS pyq DOOR SHAWN � R1RR El-EVAT([�(y AT HEAL A JAM WITH DUD-SIL PERiIIEIER CAULK LTxxa, XXXX DOOR SHOWN ASO EDL APPLICATION Ut CTURE IL 7EIIPERED GLASS BY OTHERS PLY IYITH SFAtAt17 IAASIUFACTURER'& ••�.,� .-,_...__- �,..-.�.__ __ ._ .._- CAUU( 9EM(NO FIN AT WINDOW SILL. _ SCT SILL IN BED nI � - ALEtIT FOR PERIMETER SEAT,AROUI4D w ' {y(� I 5245 DlD IgOOS ROAD EIF MIMIC OR CAULK { I/ $ I�I 1�n LTD THERS• f i\PNC L� ly D o !ACs 01"ILLE,iLORIDA 81sy4 SLIDING GLASS --yo ,JAC�(SQNVILLI', �LOWIDA OT LISTED IN ANCHOR CHART• USE d �' y___ [NSIALLATION FlNCHOR ,.,r _ 0TH H�XT LARGER 51ZC. r *y', ''••.t "'', TJfLCr—• 3/16' DIA.CONCRETE DDDR FRANC ,.a•.. �J� ( µ -F v INSTALLATION DETAIL 1/(TDD f RAi91 OPENING SCREW ANCHOR(TYP.) JANE y.• J 'TLC' MAY „IPr� / Y PP SLIDRIG GLASS pq ft W/Tsrq BY trDUL BUCK OR FRN.ttf TS. VARY PER THE RS SIIQ11EutS ` ''� FIN SINGLE HUNG WINDOW 1440/5_0 & 1'140/5011P CONCRETI”OR— �/• � ]PEr11NG a# / XX / OY10 09XO C XAX9 41STALLATIOH I)f QUA 5K10LE CLAZINO IS SHOWN, ' r _ HASItIRY OPENING EMxIRCCR gUALIFIEO, y• - EH__I� `� -.-.W DAfi ...o GATCr M «— BY OT114RS ". ""�""""'•�� -"`"' V FIN JWA3 DO 1101 REOU1RE MANUCL MARTI<`lEZ $$ II/C>w/OI :.'i �..7-;C�: tfAl•1UEL MARTINEZ Ofir! B8 -nASc`1 /Q/O1• NAATl0t1 ANCHORS ARE ONLY REDID. y, /! � �1�: - DtSCIPLIrrC, ""'"'°""" - ^' eirw+e4 C l V 11 sLAic:`t T. &v6 n)t €Ga Z[Ii L 1 + a [E V I TiaiE: 1 [IS SHEET, d. S u Ata _ / CIVIL alit l;n l.T.a. _t<.1Txllo713 ❑X, X17, XX DOOR SHDWN I4.RCk REV.LCTIER 2 1 k141 "G��ss 47182 sSEn , n 1 .. .. ..... ...... ......... .. .. 2 BV WOOD SUCK U10 x 11/4` MINIMUM EMBEDMENT OR 17 3/16' PFH iAPCUNS WITH 4,563' 1112' MIN, EMBEDMENT GYP) 1 MISSl�u INSiNJ EB r Al LBEAiI s 91910 if A cAr r DR 04ERNANG MR IMI 1�KE fTO iH[EO(C 9 CAIO1Pr 0R OVER V0 (2) PSR HEA➢ JAMB ?D Slll 1S LESS 1NNId114S Of GRf S1 Vhf SS l�Vli IS INSTALLED IN 114' GAP MAX, h�N HAUlip�f AREAS VfERf?E VNfI A4D 1K 0 ARE KW U 10 ACCEPT WATER lf0'ILiRp11UN. - .750' V1ENf VAIER 11EIlIRAfiON V✓ERE VA? [�It1RAiIpN O QUIRINENI 6 Ull REOJI lENi lS NDl Ell 051tIVP o rov d +1 . s °1 K i A r 1,25' ° �ddr A! r I i r MA I ERIAIS LIS 1 OITEM 110. PESCRIP1109. PART UN COMMENTS ® to °°1° © V090-0111 JAMB EV-12 11/4,x 4 16'MIL. 10 BE V000 • ' '' � COMPRESSION WEAIHERSTRiP p (R ° /4'x 4 'ATL. IW FIXED THRESHOLD r , TOP CHANNEL EW"D5 81 11/16' INIERIOR79 5/16' aEXTERIOR 6 ST K N 26 0.(.011+,002 .25) r�1�CH11SI CH6F,` M. MAX , ° QPRUFTHANF FOANBASF FOAH- DENSITY 2,010 2.516s.d ° BOTTOM CHANNEL r ° . °'° O WOOD TOCK BLOCK EWOB ° ° ° O WOO STR1kE ST Lf EW-01 111/16'K 15116'X 19 5116'Mit,10 if WAD / WOOD HiNGE STILE EW-06 111116'X 15/16'X 19 5116'MR.10 BE VOOD LOCK FILLER PLATE EV-09 .050 THICK PLASTIC .°,,•1,°° ' 3 Val, EW-l5 .0411HiCK(STEEL) °,', °,,° O 4 W0O0-HIN JpMD I I/4'x 4 9116'1111, 10 BE WOOD ® 110 x 3/4'WOOD SCREWS (4)SCREWS PER HINGE 62'F 1 D x (2)SCREWS PER HINGE 00m 111k)+�,HW,S, i °M!I i V (I+Ifi�li((R Ni n,Ir%ut rca� �� pPPROV� CO 1.25' soM+ �If,2e°° 110 x 314'F.H.W,S, (2)SCREWS PER HINGE 4 2 ,HWS, 2)Al EACH SIRIKE PLATE Pa�r�� D LOCKSEi WlKSE1 DRANO 200 LOCK WO �D �➢ DADS CpyM HODIFiCATIONS arz�rou JD 2 BV WUaU BUCK rtYy�ll��lsIrrlI(�Ipkr(S��S��i�ipp(IDIpp�1(Rp� : t6ry(C, ' f aDpaUtf COP MODIFICATIONS W JD alum!�•4Ef71C1(�Sliil'r . _ A 'AIiOED Pf,SL 4?wg! 3I k[s) I G Su ns 11 ` LTR• -'�VISI�S . .�1 Bl _.. _– — r- p�R NDCI Ni V 1110 x 11/4' MINIMUM EMBEDMENT OR Kit Rs. I 9AIt I-pn-0 I Tull,I--0I IL I l l2'M1N, EMBEDMENT(TYP) RIM � %1N, 3 –IM–EV 911E�((fB�V 101 (2) PER HERD JAMB p111�6"�,N gle /", XIX 2 DF 6 DOOR CONFIGURATIONS V1111(1IRc .•MAX .•MAX 7 MAx 3,,yx r MAX ,.MAX tivTeRloR 1.• -MAR 1601 MAX . MAX wix I rlianx� 1 11 31 i!v j A•MA% LS- ts•MAX X MAX 37 1/2•MAX el.3e4' MAX MAx 35 3!.• 15.MAX 1 Ti �.. MAX fl0 Alli• 1T MA% SH(>r'MAX ar MAX .. 1X � l6•MAX I OLD ` 1 •-- .�-•' t ,;;L _ 37 i/Z•MAX ',r: :J tia •'1• •„.,• ••• !•• •v '�7•� a•MA lS•MA% MAX{•MAK 1 9116' •j \ CLC• 3•NA% l a•MAY ]•MAXtA• MA1L�T IyX�I 11 MAX �x /-1 - ! 3•NA% 6•MA% IMAx ,.MA% is MA% .MAY O.0SEE ELAZI4 DETAIa'MAx .•MAX— EXTERIOR tsa�a% 17 I � 2 134 MAX 0 all II/tv Ii- O 31 V4 . 15'MAX MAX SC( TION H- A 15,MAX C—' "kNSW N G OTHER CONFIGURAT IONS r�A I--It- ' GLAZING DETAIL 3 MAx 1116• a•MAX 66 3!a• 64 3/4• ax a• wx EXTER[O GRADE L TEDD MAXMAX 37 naxz . .�MAX C%TERiOR GRADE LATEX TUCK 11 EXTERIaR ° L OX. E LINIMItLESS NOIED,FRAC DEC A e'��'• is EXTRUSM UNLESS NOTED,S11 OIL a'iLWANEER � 1"• c.x aX.n raautur�Ms : L(R REVISIT M 8T lNTERTOR Avr-U';MAS w-Inruratt;M THE a ►earn PAX s I=ani IONS) 6 Al•:.i' (rLp`rtiCY.TTMTH@ PARi aE,KLAkrt'TfY+["""' y4 e6 SMWS mu rAAKS° qR RY t, > �.::•:p:w:�'�. WN (SY REMR ENTRY SYSTEM 1 1/2• a° u �'' _ �Im� A .Qp arMCA aXmC111,ryA.T GY paonu� 31-1020s�,� n`°-I GLASS BITE 29 `” etCIVIMON %I E.IFFfRSi1N � ^ PROD rroc wv orr �� N R $Y$ M 31-102D-EW-I aILOr+ecOo�cOr�Pwr+ o�F1Ce PRIS i6,xi 66762 SHEET °SHC7F 4 etiy AccEPrANCFNO ec-oa 1y./y ;w 1/9'TENI'ERES GLASS 9uACiNGC4DECo4auArtCEOFACH n t SI{ffT 2 7 6 tlLS771.1R i ACCEPTANCE No U �� - o � e • � E O O E m Kalosis Residence Jacksonville Beach, co coL 4 V� 4 N (Ij lf] S7 4 4 0 W LU U) BFSTCON HomL; s i•�' ZV) ,� ■ CW rr ' (A =. � c 22 ji i LAP SOING i i LM -F -_ --m _ _ - - ........... -------- 00 A d F'lannini'y o Atlantic Beach 9 anZoning cepartment This aPProvat ver,"es zoning, sub COmPliance devefc, dirisFon With applicable prrkent r�¢ut8ti0nsand other local land approval for tti.jsj&tjon tut does 4 with Florida 6uAdir� not constitute Lz' Permits, local, Stats A COds and aft otheC a Nance � must be ven5ed b ederat pemfttfn PPiicabie Beach Buildin r signature tha C quiremcnts � Building F� Ar+6r! ` suancalantic " Of 8 a APProved ar. Grist []ate; �" Or � M1 r rr r r "1` rn rvi IY F ;:,FACiH p C pj CJS _. •..� Y J..1` O `r JUN r,� ..1 �,. JOB NO. 05-B1-0085 Dogwood (Mod.) SHEET TITLE SHEET Fe p Ft o v E o H COVER SHEET / \o.o L a ..� JUL 0 G r" _ � n Q N � iM Periods only used on one word abbreviations, if the abbreviation `s o�_� L is a different word by itself; e,g, ARCH., BIT,, and LAM. G Periods ore usually used when abbreviating multiple words, unless they INDEX 4 ABBREVIATIONS GENERAL NOTES � � � are very common without periods; e.g. AFF, HVAC, R/A, and WWM. j g � A.B. ANCHORBOLT FAS FASTEN(ER) PAR PARALLEL 1. All 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.BD. PARTICLEBOARD Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDMONING F.B,Q, FURNISHED BY OTHERS PC.GONG. PRECAST CONCRETE ARCHITECTURAL ACO ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER 2. Minimum Design Loads: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING B. Install#15(min.)felt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) AO.O COVER SHEET FLOOR: 40 P.S.F.Live Load ADN ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 4 o R 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment, ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER R N 4 No staples allowed. AGG AGGREGATE FLR FLOORING) PNL PANEL A1.1 INDEX, ABBREVIAT10NS, SYMBOLS AND Q Q ROOF: 40 P.S.F.Live Load A.M.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) GENERAL NOTES 10 P.S.F.Dead Load D. Plash all roof to Wall conditions. ALT ALTERNATE FN FENCE PR PAIR(OF) oo ALUM ALUMINUM FND FOUNDATION PREFAB PHEFABRIGATED p W A.P. ACCESS PANEL F.O, FACE OF PSF POUNDS PER SQUARE FOOT W co 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. Downspout to be 4" APX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH ""�" � W Engineering for all structural details,specifications,and notes. •20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPH8 FIRE PROOF HOSE BIBS PTN PARTITION LAYOUTS �®� t ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) Ln A.T. ASPHALT TILE FR FRAME(D)(ING) PV PAVE(D)OR PAVING AUTO. AUTOMATIC FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) 3. CONCRETE 6. INSULATION AVG AVERAGE FTG FOOTING PPWI PWD PAVEMENT A2.0 FOUNDATION PLAN AWNG AWNING FUR FURRED(ING) PLYWOOD A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide R-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown insulation A2.1 MAIN FLOOR PLAN each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterioror to unheated Q 836 36'W IDE BASE CAB. GA GAUGE Q,T, QUARRY TILE 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 o Y BD BOARD G.B. GYPSUM(WALL.)BOARD Q Vs q p P property BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON SIAIRS) A2.2 SECOND FLOOR PLAN w structure or gas mitigation due to these occurrences. R-11 baits at fireplace chase walls and under fireplace unit. BIT. BITUMINOUS GD GRADE OR GRADING R r � � a BLKG BLOCKING G.D.O. GARAGE DOOR OPENER RIA RETURN AIR 3 BLDG BUILDING GFI GROUND FAULT INTERRUPTER RAD RUBBERIBASE A2.3 ROOF PLAN M BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE A2.4 FRONT& RIGHT ELEVATIONS B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation BLKG BLOCKING GL.BK• GLASS BLOCK R.D. ROOF DRAIN ++ and structural designs due to inadequqte soils or landfill occurences shall be the BM BEAM G.I. GALVANIZED IRON REFRREFRIGERATOR 00 ELEVATIONS = r ty responsibility of the"Builder-Developer"or it's subcontractors involved with the design and 7• DRYWALL B.M. BENCH MARK GT GROUT REQ REQUIRED A2.5 REAR & LEFT ELS J O installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) RES RESILIENT A2.6 INTERIOR ELEVATIONS �.. BRG BEARING 42'H 42'HIGH(WALL) REV REV1510N(5),REVISED implementations. A. All walls to have Y"gypsum and all ceiling t�sum ceiling board unless BRK BRICK HB HOSE BIBS REINF REINFORCED(ING) noted otherwise. B.S. BOTH SIDES H,C, HOLLOW CORE RFG ROOFING BSMT BASEMENT HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX ELECTRICAL ��'(`,J�" /�y B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BrM OP BOT BOTTOM H.D. HEAT DETECTOR OORHEAVYDUTY RLG RAILING C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W1 MICROWAVE per local codes or specific soil conditions,whichever is more restrictive, BVL BEVELED HOW HARDWARE RM ROOM B.W. BOTH WAYS HGT HEIGHT R.O. ROUGH OPENING H.M. HOLLOW METAL R.O.W. RIGHT OF:WAY E1"1 MAIN FLOOR ELECTRICAL PLAN 8, INTERIOR TRIM AND FINISHES to be selected by contractor. C GAB CABINET HORZ HORIZONTAL R&S ROD AND SHELF(5) D. Sail test must be approved by Geo technical Engineer prior to footing pour. G.B. CATCH BASIN HR HOUR CEM CEMENT H.R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) E1.2 SECOND FLOOR ELECTRICAL PLAN 9, DOORS&WINDOWS CER CERAMIC HS HORIZONTALSLIDER S SCH SCHEDULE OF CUBIC FOOT HTG HEATING SO SMOKE DETECTOR E. All concrete footings are designed to bear on minimum sail pressure of 3000 p.s,f.and CRAM CHAMFER HVAC HEAT INGNENTIIATINGlA)R GOND. SEC SECTION shall be placed on firm,undisturbed soil 3"-6"minimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOOR$) S.F. SQUARE FEET reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.GONC, CA5T•IN•PLACE CONC. SF.GL. SAFETY GLASS or local codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall rneet CIR CIRCLE LB. IRONING BOARD S.G.D. SLIDING GLASS DOOR performance standards ANSI/AAMA 1 D1-88 for metal Windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE I,D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) and the CRF shall not be less than 55. C•J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET CK CALK(ING)CAULK(ING) I.M. INSULATED METAL SHTHG SHEATHING F. All concrete shall attain a 28 day compressive strength of 3,000 p•s•i. CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR CLO CEILING INT INTERIOR SKL SKYLIGHT C. Provide insulatingdouble glazing at all exterior lass areas and tempered lass in all slid) CLR CLEAR(ANCE) SL SIDELIGHT OR SLEEVE a) 9 9 g Pe g n9 CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) G, Provide minimum 4"concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes. CM CENTIMETER(S) J JT JOINT SNC SEALANT SPC SPACER encasement of utility lines is required,increase slab thickness at the utility line, Install CMU CONCRETE MASONRY UNIT utilities lines well below slab. C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPEC (AUDIO) SPEAKER(S)E SPK (AUDIO)SPEAKER($) D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN S.ST. 5TAINLESSSTEEIL openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE (D including patio, porch and sidewalks. GOND (AC)CONDENSER K/S KNEE SPACE STI. STEEL CONST CONSTRUCTION 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM. LAMINAIE(D) STR STRUCTURAL CONTR CONTRACTOR L LAV LAVATORY(SINK) SO SQUARE DIMENSION N I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. cQRR CORRUGATED SU5 SUSPENDED A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, L.B.O. LOCATION BY OTHERS S.W. SHEAR WALL P 9 q p Y 9 CPR COPPER LIV LIV':JG bathroom and garage wall receptacles shall be providled with ground fault circuit protection. C OR GPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE Service panels to be(min-)20 circuit,100 amp,110 vont. CRS COURSE(S) L.P. LAMINATED PLASTIC T.B. TOWER BAR 4. FRAMING CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE L.T. LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO TIL CERAMIC C.T. CC E A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the LTL LINTELT.C.J• I ROWELED CONTROL JOINT FAKE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dlryer vent(taped CTR CENTER OR COUNTER LVL LAM VENNER LUMBERBEAMS) TEMP. TEMPERED(GLASS)no screws)to CX CONNEx71QN exterior. LVR LOUVER T&G TONGUE&GROOVE CY CUBIC YARD TEL TELEPHONE 2800 psi in Bending,Fb 285 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separaSon as local code below adjacent M METER(5) THK THICK(NESS) P P per 12"D i2"DEEP M MAX MAXIMUM TMA THRESHOLD 2,000,000 psi in Modulus of Elasticity,E finish grade. D D DRYER,OR DRAIN MAS MASOI+d'( T.O.C. TOP OF CONCRETE DBL DOUBLE MATL MATE7IAL T.O.F. TOP OF FOUNDATION M B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICIN=CABINET T.O.M. TOP OF MASONRY stress+875 p.s.i.,(1 000 psi repetitive)or better, D. Provide main sewer clean-out within 5'-0"inside or ouitside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O,W. TOP OF WINDOW otherwise. DEP DEPRESSED MFR, MANUFACTURER TR OR TRN TRANSOM(WINDOW) VARIES C 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 MIN MINIMUM TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved by the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL DIAM DIAMETER MISC MISCELLANEOUS 1. All trusses shall be securely braced both during erection and after permanent installation in c)nduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied 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 shall be copper and a minimum#18. OAD UG UNDERCUT(DOOR) gpoR) Plate Instituto. 'rhe water department shall make the connections. D.L. DEAD (STAIRS) MM MILLIMETER . NF UNFINISHED N ON DOWN(STAIRS) MMB MEMBRANE U.N,O. UNLESS NOTED OTHERWISE DIMENSIpINS ARE TAKEN FROM FACE TO FACk.OF MASONRY D.P. DAMP-PROOFING M.O. MASONRYOPENING DR DOOR MOD MODULAR VB VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD, 2• Y,'high density T&QI Plywood subfloor glued and nailed. Panel span rating shall be APA DRY DRYER MAGHNE MRB MARBLE V V.B. VAPOR 13ARRIER 24/32 Exposure 1,With sealed edges. Install per manufacturers'spacing and edge DS DOWNSPOUT MTL METAL VB36 38"WIDE VANITY BASE '1 CIO recommendations. F. Water service shall be 1"minimum from each exterior shut off valve, D/S DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL it i I i I' 1 I) I I D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL. DTL DETAIL V.S. VEGI ABLE SINK OW D15HWASHER N/A NOT APPLICABLE V.T. VINYLTILE W 3 y"underlayment(minimum)under vinyl or tile on woad frame floor systems. G. All shower head heights to be 80"AFF at fiberglass sihowers and 84"AFF at ceramic DWG DRAWING N.LC, NOT IN CONTRACT showers. NL NAILABLE cc DWR DRAWER 'A` W3630 36'W X30"H WALL CAB NOM NOMINAL vY W WIDE OR WASHING MACHINE 4• Min'%"high density O.S.B.wood roof sheathing with'H'dips.APA panel span rating shall EA EACH N.T.S. NOT TO SCALE WC WATER CLOSET be 24/0,exposure 1,with sealed edges,Install per manufacturers'spacing and edge EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATUM WD WOOD recommendations. IMPORTANT NOTE. E.F. EACH FACE O OA OVERALL WF WIDEFLANGE(STEELBEAM) F.J. EXPANSION JOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W,H, WALLHUNG D. Roof truss systems shall be fabricated with wood chords and woad webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES, ELEC ELECTRIC(ALj O.GAB. OVERHEEDIAMETAD ET WI WROUGHT IRON designs prepared under the supervision of a registered professional engineer. E.P. ELECTRICAL PANEL GM. OUTSIDE DIAMETER WIC WALK-IN CLOSET REFERENCES & CALLOUTS ON THE ARCHITECTURAL ET EQUAL O.G.D. oVERHEADGARAGEpOOR WIN WINDOW EST ESTIMATE OH OVERHEAD W!W/O WITH OR WITHOUT E.W.C. ELECTRIC WATER COOLER OPNG OPENING WP WATERPROOF(ING) PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder forCLARIFY CONFLICTING INFORMATION. EXT E 056 ORIENTED STRAND BOARD W.S. WATER SOFTENER ATTIC VENT approval of roof trusses acid beams EXT EXTERIOR WSGT WAINSCOT W.T.W. WALL TO WALL WWM WELDED WIRE MESH 0 F. Min✓fi exterior grade plywood or OSB wood sheathing behind all masonry veneer,d" panels and cedar siding.See elevations for locatiotls. G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud SYMBOLSFORMULA. sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as �. it 144 SQ. IN. = 1 SQ. FT. indicated an the plans. ` ;.-:" I�Wt,-; EARTH �rr�l�> r; ;' PLYWOOD BLDG. CEIL.INC (SF)X 144 = BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG, (SQ. IN,)/30) = SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL nLL ii '; ; INSULATING SHEATHING 5Q. IN. OF VENT REQUIRED 12 = 50°/ti AT RIDGE &50% AT EAVES WOOD STUD PARTITION 1y' i, r'. BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 . , RIGID INSULATION UNLESS OTHERWISE N011D %/i,�•' BRICK � WATER CLOSET 01AREAANGLE TABULATION T f z7 �� CONCRETE BLOCK rCD CENTERLINE MAIN FLOOR PLAN 1467 SQ.FT. CONCRETE 41 TUB/SHOWER SECOND FLOOR 557 S .FT. � r HB HOSE BIBB (FREEZE PROOF) U. GON D SQ.FT. STONE TOTAL A/C AREA 2Q24 SQ.FT. !; " 1` 1, t @ ry �° GAS LINE STUB co LAVATORY FRONT PORCH 193 SQ.FT. ' �` STEEL 0 d PENNY �� o � •,-- - DIMENSIONAL LUMBER DOUBLE SINK LANAI 216 SQ.FT. a i PERPENDICULAR ❑❑ GARAGE 445 SQ.FT. �..L_ JOB NO, 05-61-0085 PLATE BLOCKING SINGLE SINK TOTAL AREA 2878 SQ.FT. Dogwood ROUND OR DIAMETER FINISH GRADE WOOD D (Mod.) SHEET TITLE SHEET GENERAL NOTES A1 . 1 L S7S�o �i!�'CYf•��/V MAIN FLOOR NOTES [NOTE-FLOOR n 22E ;� :u' F 9s 1, WINDOW GRILLS ARE STANDARD IN FRONT 15 ' T s ` AND SIDE ELEVATIONS AND REAR ELEVATIONTO BE CLEAR GLASS. 2. ALL UNDIMENSIONED PAR11TIONS s 2 - ARE 3 1/2" ROUGH. 52 -- s s3'-1°y2 3. ALL ANGLED PARTITIONS ARE 45 0 E 4 DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2x12's w 1/2' L a E s'-to• 4'-s" 12'-0' 7'-0• ta'-s' 1e' °y2 PLYWOOD FLITCH PLATE AT ALL EXTERIOR it 2'-2' 4'-8" WALL OPENINGS AND INTERIOR BEARING 11 3y2. 3_9. WALL OPENINGS UNLESS OTHERWISE NOTED. 2'_3• p'_3" 6'-8" 7'-10" 4'-0' 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 o 4 to N VIA BEAMS, POSTS AND/OR SOLID 9 N LO 10'-1 I8 PLT. BLOCKING. Q 0 ADD STEPS TO 6'-10 -1' 6'-1' 8'-0• 5" 8x8 FRAMED COL. OFFSET o 6. ALL EXTERIOR DIMENSIONS ARE TO FACE 0 W ,�` OF STUDS UNLESS OTHERWISE NOTED. W cn GRADE AS REQ. 1" FROM PORCH EDGE 7. ALL TRUSSES TO BEAR ON EXTERIOR � BY CODE HB — — — — — — — — — WALLS AND/OR GIRDER TRUSSES UNLESS Q x — — — — OTHERWISE NOTED ON FOUNDATION PLAN. L Q DINING ROOM 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL N o 10' CLG. a TRUSSES, 7 00 ® 11'-5" x 9'-0" A' I 9. WINDOW SUPPLIER TO VERIFY AT LEAST a 4 I FOYER o Q ONE WINDOW IN ALL BEDROOMS TO HAVE — I — « A CLEAR EGRESS OPENING OF 5.7 SQ. FT. FIE.- -0 CO ERED PORCH6'-8" x -8" °�°< I _.. WITH MIN. DIMENSION OF 24" IN HEIGHT ANDto A " 420" IN WIDTH; SILL HEIGHT NOT GREATER1.N ® o -010xC17-10 I I THAN 44" ABOVE FLOOR.2860 SH I 0 84 AFF I 10. (ABOVEN8F 1-)TO UNDERSIIDEROFAROOF — — CLG. BRK. — HC HG ADD STEPS TO— — �" �" SHEATHING - PROVIDE FIRESTOPPING O r _ EVERY 8'-0" VERTICALLY IN WALLS > 8'--1". 34.5" h"WALL w -� �21«BEC J r 1 21•BEG L i GRADE A5 REO. 11. ALL HANDRAIL BALLUSTERS TO BE 15 BARTO „ BY CODE SPACED SUCH THAT A 4" SPHERE CANNOT ORE NED LANA i � MICRO HOOD 1 -- 2430 SH I 12, ALL ELECTRICAL ANDPASS BETWEEN MECHANICAL1- 10 CLG. I I - 0 80" AFF » » I I LQ --0 I " EQUIPMENT & METERS ARE SUBJECT TO - x 23-� GREAT ROOM 4g Icc RELOCATION DUE TO FIELD CONDITIONS; Y �' CONTRACTOR TO VERIFY, VAULTED CLG. I I KITCHEN 2430 SH 8x8 FRAMED COL. OFFSET � " � I I � ° 13. FOR ADDITIONAL NOTES SEE GENERAL 1" FROM PORCH EDGE I18'-11* x 15�-2 10' CLG. �_= 0 80" AFF NOTES ON TITLE SHEET & DETAILS. 12' x 6'8" I I — '`" QUAD SLIDER II D/W I I N 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE }N ml II f I �,° 96" ABOVE FINISH FLOOR (U.N.O.). II I 3050 SH 3050 SH vl _ I " 15. WINDOW MANUFACTURER TO TEMPER ALL ® 84 AFF 10'--1 1/8 PLT. ® 84 AFF WINDOWS 2' WITHIN DOORS, OVER TUB & 124"D/S I REF i 21" I L/S I D 2 X 8 SHOWERS 7 WINDOWS WITHING 18" OF THE R I i 1 V _ -------1 ------- CL D FINISHED FLOOR. 36" G�S FP 9� N I OHC �_____r OHCI i W/SP i u DSP i LAUNDRY TUB o B'-4/4 2'-1�" 3'-11!2" � II n LINEN _ 7---- A ST PS TO C; -- -- 3'-9 " I� UTILITY G G SLAB \ 10' CLG. � \\ GS CLG. BRK.X. 7 868 1LGT I t N \ Q- I PONY WALL 1" - --- I 10' CLG. 22 1/2"64" \ I I —IBJ fSE OF I t 5'-1a co as AT11C ACCESS \ .' 2668 TREAD ABOVE NOOPE t it t c° 4'-6 HANDRAIL I - -- — — — \ C) — IIco I _ 24* co D/S N I1 1I \ 2860 SH I ---------------------- -(DBL) R/So I I I GARAG \ 0 84" AFF I BA 10' CLG [J 11 1 I 18'-10" x 21' -2* x " I C 10 CLG. °' 10' CLG. ¢ -L 2860 SH 0 84" AFF MASTER SUITE o "� BEDROOM 2 / 10' ICLG. ----------- ------ 0; 10' CLG i____�i Z / 14'--8" 15'_5" (DBL) R/5 11'-3" x 13'-0" K 2860 SH I " �t� 0 84 AFF I n I �/45 I(�) Nco / L I n ao 6'-312 2'312+ 3'-8' I CO F W.H. i Lc co 6'-5" I [Y I Is 10'-1 1/8 PLT. —RECESS HQWER ' i I 10'-1 1/8 PLT. 10'-1 1/8 PLT. 3060 SH 306 SH i i 10 CLG. i 0 804 SH10'-1 / ® 804' AFF HB 0 84 AFF 0 84m AFF - OPT. H WER J ' i ------ i EAD ' R S I �► ..� 4' X — 8" CLS 10'-1 1/8 PIL CONDENSER " BYP S ENLOSURE BILKS 84 AFF VER( Y SIZE WITH SUP RI TENDENT 2 2'-g" 2'-6y" 6'-ity2' g'_g" 2'_r 6' 6. 12'-6" 14'-10" 19'-0" 31'-Dy2" 63'-10y' MAIN FLOOR PLAN_ SCALE: 1/4"=1'-0" S' ux�r 13 Y�^ r O j»' ti 7 AREA TABULATIONg, � r= c MAIN FLOOR PLAN 1467 SQ.FT. r` m aa.. LL a SECOND FLOOR 557 SQ.FT. .A TOTAL A/C AREA 2024 SQ.FT. JOB NO. 05_S,_0Qag Mi FRONT PORCH 193 SQ.FT. Do wood LANAI 216 SQ.FT. ( od.) GARAGE 445 SQ.FT. SHEET TITLE SHEET TOTAL AREA 2878 SQ.FT. MAIN FLOOR PLAN V V A2. 1 05o &1adtjL laiv— r 00 C po L� c W W C 4 4 07 u' N QCV 4 N o v w Lu c0 of L OPEN HANDRAIL W/ SPINDLES W-9, 21'-3" lot 3'`2Y2 —24+ 4'-0" 3'` 4 S-2" '-6" 5'`>>�2� 5-6" Fri 00 t (D m m co CD to co N N O Q N N R/S R/S LOFT �-■ CATHEDRAL CLG --- x 13'-0" !� BEDROOM 3 - - - - BATH 3 CATHEDRAL CLG r "' L J - - - - - -- At'EDRAL CL 11'-2" x 10'-8" CN L co 12"X12" FLAT - - ---� - - - - LJ - - - - - FOR CLG. FAN - 1 ��12"X12" FLATf (D 3_ co p/S FOR CLG. FAN N Q I I I I I I I I <c � i D W 4i ISES DDW 4�I �S i '� CO @ .2 P R USER @ 6. E IRI ER o CO I I I I I I I If CIO 3040 SH 3050 SH ® 72 AFF 0 72 AFF 23'-'8y' 9'-3}2' 2'_5' a Miami SECOND FLOOR PLAN- SCALE: 1/4"=1'-0" ac,� t3 r f,I� � w Pj:�ICy.a� L y l d1 P r1,J � C7 O AREA TABULATION .h GY .% i LL f•] Ay L yip^ l�4 'M . MAIN FLOOR PLAN 1467 SQ.FT. o a LL a� -SECOND FLOOR 557 SQ.FT. TOTAL A/C AREA 2024 SQ.FT. JOB NO, 05-6'-008 FRONT PORCH 193 SQ.FT. Dogwood LANAI 216 SQ.FT. (Mod.) GARAGE 445 SQ.FT. SHEET TITLE SHEET SECOND FLOOR TOTAL AREA 2878 SQ.FT. PLAN A2.2 L ,A 75-0 fiMdL1l-,e_ IAV i . o � 64 � i�ui y G U r J p 4 4 W' Lr) N NU Q Q W cq 01 10'-1 116"PLT. 10'-1 1/6 PLT. 8:12 SLOPE SLOPE 1y� I � - Avg f C14 11 � a' N jl C] 0 4 A to t .�_w a _.! N J li 1 fco 3-1/2:12 SLOPE 1 101 -1 1/8N PLT. V) F___ - 1 CRICKET ;� r D SAL £Y i oa { 1 a i uj V) ROOF SADDLE I _ I I ��. I ��_. .'f RIDGE �) I.IJ I d dd a - - �� I RIDGE LU CL I I` I u I I ------------ -1 1/8"PL . I r I 1 I I 10'-1 116"PLT. a" 8:12 8:12 1,0, srus J3 1'-4" 1'•4" � A� au ROOF LAYOUT w O °' ai SCALE: 1/4"=1'-0" ca 2 o a u. a OB NO. 05-81-0085 Dogwood (Mod.) SHEET TITLE SHEET ROOF LAYOUT A2.3 Lam, F51© fio/ww' Lull', ............. ............. r EXTERIOR o ELEVATION NOTES �� " T 9 ca <3C] s [NOTE-EXTELEV] `° 11 ta 1. GRADE CONDITIONS MAY VARY FOR o s INDIVIDUAL SITE FROM THAT SHOWN. N BUILDER SHALL VERIFY AND COORDINATE13 PER ACTUAL SITE CONDITIONS. . ' 2. PROVIDE ROOF AND SOFFIT VENTS AS u- g g m REQUIRED BY CODE AND MANUFACTURERS - SPECIFICATIONS. r` 8'-1 1/8"PLT \ - 1-0 110 9 9 LAP SIDING.. _._........_ ..... .. j + !i i 12 o a n -------------- CID ce Li ^ w V) ___ w_.__. T - .-w __ .__ _ 12 -5-1 0'-0"2ND LEVEL F.F.Ah _ .-___ _.. _ ._._ _ �,__: _ _.__ =_ :..__._. __ � � `� _ �- ■ w IRV ( j _ - : -- _:_ - - -- - - - --.._ - - u:-:_-.. .: 10'-1 1/8"PLT. 10'-1 1/8"PLT. �.�►+ _ _ ASPHALT SHINGLES ZIA " _�w _ ` I 7-8 PLT. I ! - _ T ! � i t � I f � _ _.__. ,.. -.._ ._____._ .---._.._ ._..___._ . ..,.__.._. _-_-__ _..�_____._. _ 4" FRIEZE(TYP) AM " 4 TRIM P) ----------- ........ D 0 0'-0" F,F. 0'-0"F.F. -_-----_.-_. r` GRADE F GRADE '-42-HANDRAIL 8"BAND(TYP) 8"X8"FRAMED COLUMN cn � Front Elevation SCALE: 1/4"=11-0v _. co _____ _. _ _ 8'-1 1/8"PLT. _ z_ ------ cu = -- -P HALT SHINGLES 12"m ,.w _. _. ._.r. -1_._ - M,,T _.._ ?- 3.5 VEELF.F, .." 0'-0"2ND L 101-1 1/8 PLT. -__ _____,_. ___ _ __._ __._•_ _ _ _._._ _.._ _ --_ __ __. _.-_ _.. __,_._.._ _ __. __..._._.____._.., -_. _ _._ .__-. -W__ _.,_..T_.._____....._._,_.�_.__._. .-.___.._ ___.._,_ _.._ -...- 101-1 1/80 PLT. .......-------- 0 _—_ ..._, _ _. _ LAP SIDING _... _ v_.._._ ----__..._ 4"TRIM(TYP) ___..-,_. _ _. ,_ __-- _ ---------- - -... Gmy,...._..._-,-. --------- ----------,......__......_ . .,........_... -------------- 0'-Q" --- .. i. o'-o" F.F. . ... _ .�. _.__ �_ .. _. .-�_ -----� w_� r.. _ . SCREEN aAS� Y IRV y GRADE 8"X8"FRAMED COLUMN 42"HANDRAIL 8"BAND(TYP) a J a ight Elevation r� zrl O � N b y SCALE: 1/4"=1'-0" d ' a u, n r� JOB NO, 05-B1-0085 Dogwood (Mod.) SHEET TITLE SHEET FRONT&RIGHT ELEVATIONS A2.4 ■a .......... 0 r _ EXTERIOR g QQ ELEVATION NOTES _o [N OTE-EXTELEV] 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE 1 b 5 PER ACTUAL SITE CONDITIONS. d 2. PROVIDE ROOF AND SOFFIT VENTS AS �o Q REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. q 4 4 N q O O O 1 x 6 TRIM 0 w ATTACHED TO - - = � Lu 9 FACIA L MA ATTIC VENT _. _._ _.. 8'-1 1/8"PLT. 4" FREIZE(TYP) 8 Ar .._..- _._. ,.__. ._..._.W.�.....•_...._....._...._. SHINGLES INGLES��.�_._._._.._..._._.. .___w--- _ _ r• _ _ _ 12 3.5 .m- _ .w; - _ — _.__ _ _. _ __ _ __ - 0'-0"2ND LEVEL F.F.rih , - --___ 10'-1 1/8"PLT. ......... 1/8"PL LAP SIDINGw 4" FRIEZE P 4.TRIM (TYP �j Ll Li - D'-0" F.F. (D. _.__ ._ 0'-0" F.F. ... .............................. ........... _ _.._. GRADE GRADE SCREEN 8"BAND(WP) Rear Elevation- 4) SCALE: 1/4.=1'-0" w wwi■■i cu ASPHALT SHINGLES 8'-1 11/8"PLT. _._ _ _ _ :w __ 8'-1 1/8"PLT. ,J __ _ _ .-_ ___ ..._...--------- _...___. .-.._w__w.___..____ ---____ 0 --.-.�_ - .------ 12 ._ ...... -- __..--_. 2ND LEVEL F.F, ___..... C LAP SIDING lop-1 1/8 PLT. __... - _.__- '�:'� .w_�"��._...:n"_;"-. _....__. _____._ ____ _ --_____ ---- ---__ _____---_--------- _ _.__..__. __.._ __..___-_- _. _____ _.____ _ _----- ... _. ...__._ ..---- ------ __......._ .._.....m---..._ ---: ._._....-_._ _ _ __ �:-:::-•w��"::"��_�_::._.�.__ ._.._.._�_ __, �_ .�._ __�- .-�_ 10'-1 1/8"PLT. P - 4" FRIEZE P) mG' IM rrvP �. Q Pfy:� r C� 0'-0" F.F. - ' ' co GRADE GRADE fc? a Q 8"BAND(TYP) 0. 0. Lett Elevation JOB NO. 05-131-0085 SCALE: 1/4"=l'-O" Dogwood (Mod.) SHEET TITLE SHEET REAM&LEFT ELEVATIONS A2.5 a ................ l -A 0 0 ♦_ E » a o mL g ie oe ie I mm � f� mv@v ro , 2 E ca I I l / 9 4 4 d Q00 N 04 cV 4 O 4 C] 0„ EE N ,-O» N ` L ..� 0000 © 1 0 0rM ■ (� W I r F = v KITCHEN CABINET ELEVATIONS. SCALE: 1/2"=1'-0" I I I I I-A I -t-R- > (D 2'-0" 1'-9" 2'-6" 1'-9" 2'-0" (D I 4'-0" N r I C7 a C KITCHEN . LIVING ROU"" M ELEVATION- CABINET ELEVATIONS SCALE: 1/4"=1'--0" SCALE. 1/2"=l'-O" U 0 0 10 0 ® ® ® o o ® o ® o O 2'-0" 2'-0" 2'_0" oe u 2'—0 1'-6» I � 1,_6>, 2>_0 — » a r Q .40 19 cl 7-1 6 y OOD N CS N C-4 , - — CL CL JOB NO, 05-61-0085 MASTER BATH BATH 2 A rH 3 Dogwood AB I N TEE ELEVATIONS (Mod.) C E LATI NV C CABINET CABINET SHEET TITLE SHEET SCALE: 1/2"=l'-O" SCALE: 1/2"=1'-O" SCALE: 1/2"=1'--0" INTERIOR ELEVATIONS A2.6 L A �15(9 . i ............... ELECTRICAL KEY F$ SINGLE POLE OUTLET a a DUPLEX CONVENIENCE OUTLET °o $ DUPLEX OUTLET ABOVE COUNTER n d a Wp WEATHERPROOF DUPLEX OUTLET o g o d 8 Gn GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET ' HALF-SWITCHED DUPLEX OUTLET B SPECIAL PURPOSE OUTLET/JUNCTION BOX t� DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX �- WALL SWITCH 4 4 3 THREE-WAY SWITCH 4 c� to 4 FOUR-WAY SWITCH R RHEOSTAT SWITCH o DIMMER SWITCH w QJ REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT LIGHT FIXTURE } WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTUREbe a �^'g w RECESSED ADJUSTABLE EYEBALL b* �..rl INCANDESCENT LIGHT FIXTURE .. } INCANDESCENT LIGHT FIXTURE y PC WITH PULL CHAIN � EXIT LIGHT ,,^ T 0 EMERGENCY LIGHT HB ��- •' � I+j - - - - - - - � � � — - - - - — � � � � � � FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE \I I WITH PULL CHAIN LIGHT TAN (VENT TO EXTERIOR) TILETILE , I - EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) EXHAUST FAN WITH i 1 I I 1f PB \ I (VENT TO EXTERIOR)HE AT LAMP CHIMES ' _ ^ T _ _ _ _ — — — — PUSHBUTTON SWATCH r —CLG, BRK. GFI r F) @) SMOKE DETECTOR 22C)— J WP r I HEAT DETECTOR CO2 DETECTOR THERMOSTAT SPEAKER I a I O I b PHONE (1-CATS) i■�■Iw �\ TILE TILE _ I H DDC (1-CAT5, i-RG6) _D__ MDC (2-CAT5, 2-RG6) ! I TILE L9I �i I I r kD ELECTRIC METER _CJ s..� ELECTRIC PANELCEILING FAN niI r r � REF � I� (PROVIDE ADEQUATEESUPPORT) r L___ __ I GFI LW/gP u i LAUNDRY TUBcn �_ n IL ® - -_-��_____::I _ �� CEILING FAN LIGHT PREWIRE --____ ._ 3 I \ - (PROVIDE ADEQUATE SUPPORT) W w I TILE \ \ ELECTRICAL NOTES. ►- \ GS CLG, ER I - (Tj 3 I DDC [NoLaec�lca r c.+►Rp. `a I i _�- — I i TILE 3 3 PB , \ I 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE _ \ DETECIQRAS REQUIRED BY NATIONAL FIRE 3 I \\ PROTECTION ASSOCIATION (NFPA) AND MEETING '4i' DDC , I� �I \ ► THE REQUIREMENTS OF ALL GOVERNING CODES �(�. 2• NINSTALL GROUND FAULT ECURITY CIRCUIT-ITE i i I \\ I PROVIDE NRRUPTERS (GFI) AS REQUIRED BY BTM 0 6 - r I `Y' i NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED \ TILE ti I I L_ .1L J / f 3• DIRECT HOOK-UPS/CUTOFFS. CARPET I \ CARPET I CARPET G l / I HVAC CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS. �- -_ LOW VOL ALL ELECTRICAL AND MECHANICAL EQUPMENT (LE. FURNACES, A/C UNITS, ELECTRICAL PANELS, / r SANITARY SUMP PITS, DRAIN TILE SUMP, AND / WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. G _ ' / LG1IZICAL DEVICES: ASC OVA FINISHED FLOORS0 r r r SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL CPT TILE I TIL i CARPET W H WALL OUTLETS OVER COUNTER. . , , , , .48" TO CL i DDC I 1 Y�- i DDC G REMAINING SWATCHES . . . . . . . , . . . .48" TO CL - - - - � WALL OUTLETS. . . . . . . . . . . . . . . .16" TD CL �RECE55 SHOWE i I MB BATH VANITY BRACKET OUTLET ♦ 4 j WIR (1" ABOVE TOP OF MIRROR) . . . , , .88" TO CL 2 WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GFI OUTLETS, . . . . . . . . . . .16" TO CL v x� GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL ulr'% T GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84" TO CL DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM OF FIXTURE - FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM OF FIXTURE - THERMOSTAT. . . . 54" TO CLQ DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CIL o f"r y M1 DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ DR HANDLEw N MAIN FLOOR L KITCHEN WALL HUNG MICROWAVE OUTLET 76" TO CLCr ,..` � cl Af KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK w p N SCALE: 1/4"=l'-O" KITCHEN RANGE . . . . . . . . . . . .24" TO CL x KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL f m° E oN WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL a w IL * JOB NO. 05-B1-0085 = CENTER LINE 1 Dogwood 1 = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH (Mod.) VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL E 1 I ELECTRICAL KEY r" _ P [NOTE LECSYM 1:-g i I b .0 G Q ttf SINGLE POLE OUTLET �' �= �3 DUPLEX CONVENIENCE OUTLET t DUPLEX OUTLET ABOVE COUNTER yip WEATHERPROOF DUPLEX OUTLET _n ; .y t v 3 m m GFI GROUND—FAULT CIRCUIT—INTERRUPTER w DUPLEX OUTLET1 Z3 152 . ' HALF-SWITCHED DUPLEX OUTLET L S E 4 SPECIAL PURPOSE OUTLET/JUNCTION BOX in: DUPLEX OUTLET IN FLOOR 0 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCHco In 04 q 3 THREE-WAY SWITCH 4 N 9 tn 4 FOUR-WAY SWITCH Q Q Q R RHEOSTAT SWITCH w Lu DM DIMMER SWITCH Q REINFORCED JUNCTION BOX L + CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE _ +•� _0_PC WIHNPULL CHAINIGFiT FIXTURE r EXIT LIGHT W Q EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT (� EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) ] EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) ® CHIMES �PB PUSHBUTTON SWITCH ® SMOKE DETECTOR (D -------_ ® HEAT DETECTOR _ --------- [ CO2 DETECTOR U) TQ THERMOSTAT Q SPEAKER b PHONE (1-CAT3) • _ DDC ►� DDC (1-CAT5, 1-RG6) DDC bi ® MDC (2-CAT5, 2-RG6) !::�� I ELECTRIC METER 00 E""� ELECTRIC PANEL (D -- - CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT) cn mDC jrrK GFI CEILING FAN / LIGHT PREWIRE _ DDC I (PROVIDE ADEQUATE SUPPORT) \ I I I I ELECTRICAL NOTES D W 4 i 15ES DOW 4 I �51 [NOiEAECTRIC) icu P R ISER Q ER IRI i 1. PROVIDE AND INSTALL LOCALLY CERTIFIED i PH I DETECTORS AS REQUIRED BY NATIONAL FIRE Ffi ----- PROTECTION ASSOCIATION (NFPA) AND MEETING ------ THE REQUIREMENTS OF ALL GOVERNING CODES co PROVIDE AND INSTALL GROUND FAULT 2. CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3 DIRECT CHOOK-ONTRACTOR UPS/CUTOFFS. . HVAC CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. 5. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND ECOND F ELECTRICAL WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. SCALE: 1/4"=1'-0" ILUtC DEMES: ABOVE FINISHED FLOOR- o SWITCHES OVER COUNTER. . . . . . . . , .48" TO CL WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL J REMAINING SWITCHES . . . . . . . . . . . .48" TO CL WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL BATH VANITY BRACKET OUTLET (1" ABOVE TOP OF MIRROR). . . . . .88" TO CL 1'2 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 t FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL �y w GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84" TO CL DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM OF FIXTURE FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM "e OF FIXTURE `` w THERMOSTAT . . . . . . . . . . . . . . . . .54" TO CL DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL G n s DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ DR HANDLE ., g KITCHEN WALL HUNG MICROWAVE co c w OUTLET . . . . . . . . . . . . . . . . . .76" TO CL f "? KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK "" FCD 0 Q N KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL W N. GAG, f�„^ � C KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL �� o WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL a LL 4 • JOB NO. 05-B1-0085 CL r CENTER LINE Dogwood 1 = FIELD VERIFY V Vw 2 MASTER BATH STANDARD 30" HIGH (Mod.) VANITY TO BE RAISED 4" SHEET TITLE SHEET SECOND FLOOR ELECTRICAL E1 .2 63-1°Y2" u... 1,•-a• 12'-o" r_0" t i • r - - - ..... — ..... ..... --- - j 47 — 7 7 7L 777 IN 21112727111 w _ _ — � ... — — c � . _.— — — ,. — �. . -- - -- �.. � `N I c 47Ld u+ I I 1 n I I I 11 " I I ......_... _ .. _. Yh., .....,._..... � .._...t•,..__......., -.M',._.,.,.,_..... i rr. , 2 4!-6' I I I I I I # m0 d � (n fill ,-- I ;- I SLOPE 1 I I I I 7I I I m cca cn m I I I I J 4"THICK FIBERMESH REINFORCED SLAB ON GRADE ° I vu � CL I I n I I I ! o v ¢ cn TO BE POURED ON,COMPACTED PER SPECS, DAMP -PROOFED W/6 MIL THICK VAPOR BARRIER, CHEMICALLY TREATED FOR TERMITE CONTROL, ,r� I Ii I STRUCTURAL FILL. ^i]NV ti I I I I i I I I I I _3h' 7 ' I � I �____�I- I I REF I I — -- . .� ... �. .. — ', ��! G SP 1 L '-11'-^ _I ..� �. ..- — .. ..� I..... N 04 = - _ WISP J ISP UNDRYTUB I I '_ 1.— L- -----� 1. (2- 3► VENT DRYER THRU SLAB I e�+ - - I I I � al I f I Q I �r. 14 � I I `� I � I ' ' '^ R� � I J I I N I '" �..Lam-.- I ' ' 6 • 1 h o +1 I I o SLOPE 2 W.H. "' I ....._.. ..� kn W r� ✓• L - .....r ..... -- ...�r. .� - - ti � rter. �� .r�r � - IZI� 41 7771' . 12 ZZ4r_l1=zz_1_zz _.. ...,. ._.. — — — -- ---—— — --— -- — I I Rlrct:ss sMow� ( I � I ._ _.._ — — -' —I I . I r w tie— . I • I ,; I — ...•.•. — J I � _. ...— � I o 4" CONC. PAD I - FOR A/C - -- NOTEO 5•-•3y' 1a-°" 19*-0Yz THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY 5'-3Yi s-5• -o• SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED 1a'-1°• 1e'-0" 31-°/2" AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL THEN ENGINEER OR UNDERSIGNED SHALL. BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISI614S (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. CONCRETE FOUNDATION FLAN FOUNDATION LEGEND � � � � SCALE: 1/4"=V-011 (SEE SHEET No. S-4 FOR STRUCTURAAL DETAIL) � � Q-- � G B"xB"x16" CMU STEM WALL w/ + FOUNDATION NOIE5: (1)#�4 ROD VERTICAL ON 48" O.C. c 5 1. DIMENSIONS SHOWN WITH INDICATE PLUMBING OR ELECTRICAL & HOOKED INTO 20"(W) x 1 Ow(H) dC . �1 OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. CONC. FOOTER W/(2)#5 RODS CONT. 1.� w TYPICAL_FOUNDATLON DETAIL � � � 20"(W) x 12"(H) THICKEN ,� U CONCRETE SLAB W/ (2)#5 RODS CONT. w d L INTERIOR THICKEN SLAB DETAIL. m Q O tI 20"(W) x 12"(H) THICKEN STEP DOWN CONCRETE SLAB . W (2)#5 RODS CONT. _�! ,�� +' �'•,,, JOB NUMBER INTERIOR 92 DAWN QFIS F •. `' SHEET NUMBER s •. 0.^ _... . __ I T 4 I I 1 I , x a TABLE FOR SHEAR WALLS FRAMING (GROUND FLOOR) THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE , NOTED IN THE TABLE: 1 (NSA A) WOOD SHEATHING TO STUDS NAILING SHALL BE Sd COMMON NAILS. B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK / _•_ ___ � / ^ -^ \ BOARD RESPECTIVELY. r C) SOLE PLATE--COMCRETE SLAB ANCHORS SHALL BE 1/2"0 TMt�lsC�9G1a 5'(EE>✓ L�095 �Is.TRj&0Tu - �. os- SH'Ouli e,N �wn1 OF s4ee- - -3• j)D u-A GROOTto ao A izrr y P A P r LrS S (.QOIR�9 �`t "F?4L3L �r�L.Oc� _ _ .- I 1 W T>�T , - _jam_•_ �- ? 3)M5'('R36',5i saa� 10'-1 1/8" PLT, 10'-1 1!a"PLT. DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLCCR TO FI-COR Z s -- ( �} ) ��► Lr SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR, .SPACING L1•L (2 zxiL CL 'L C2)2X12. ( xl ` I z rill - 2 ` A 7/16 OSB SINGLE 6" / 12" 60" O.C. { _ 4 I _ . (BLOCKED) h � � W > % ��ti. u � -��;�; , N'rTzz, �rnfs�►a� �wcnr�• /23N7/,6" OSB „ ,. pip �r c� N C�`� ��`�'� �. C��e �(�� FZUZ (BLOCKED) SINGLE 4 / 12 60 O.C. I ell 171/ZEU 7/16" • - �Z S SINGLE 3" 12" 36" O.C. (BLOCKED) I Olin, ►- A t co I r_ r 7/i(o 4SP� fl z w _ ."TN�C�. tl NC•.� e 0 51 NAL. Z� 2 2� 0•C• :K�c c7 z c o Ca V ONTO . 1�OVSLE STV.�S i!2 Tip rWJ 6be& Rid 1 � N � � ri iu �1 - �4 x� P ,� �Ol.t�, i`1 T T-I S 1 1 i r 5 ( ADDITIONAL NOTES X .AlM 1I2. " E dXY &PUTc.� i O 7 t REPSE.SS J?O% fjs l 1b To 7R `-) / 01 AGItIGVc SPAG►NG ` Coh1C+ 4uS F(�'►'1 �op P� I N �� .�• 1) FOR LOCATIONS CLOUDED AS 1 INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE TO mC(Gve. s(Ate (�&0 6C- !� N N � 5�} BOLTED PER DETAIL B OF SHEET No: Sw-4. C[llic�c•� Or �S Show Pip"' ' ►� �� 2) FOR LOCATIONS CLOUDED AS 2 , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED 'v - Sete•-Q OF SN�tT 5-�{ I AT TOP AND BOTTOM AS SHOWN ON DETAIL "A" ON --4. CA SHEET No. S10'-1 1/a"PLT. v p Cz_� o 3) FOR LOCATIONS' CLOUDED AS 3 SHALL BE STRAPPED PER DETAIL "N" ON SHEET No. 5-4. ►-- �� 1 p a I�rTr,S s" C :�' �µ'••••.I 4) FOR LOCATIONS CLOUDED AS 4 , SHALL BE STRAPPED PER DETAIL -Co- ON SHEET No. S-4. �� C eul Zn a T T'P ► �� 1 Wt CZ)H'L•5 "61(Y1?SON" Gly 1" i 5 ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER >� \ ' far • Cd(Y16rr 60�- 1 V11GtiQQ DETAIL „E„ OF SHEET No. S-4. .--. G -- 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. ---- �� ) 7 INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED z >, AND CERTIFIED BY OTHERS. • • 4) 0 - SCHEDULE A _ ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE OF BEARING WALLS (PRE—ENGINEERED FRAMING) tea......-�.`. � �, 1 _-�...-r-._.- _�_...,.>•--..—.___ rJ .. .. ,. r�` UTILIZING ALL THREAD STEEL RODS F--� 01� _,,�! 2Ss-� ' TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS .,.. . ._ ... _. ___.._. _ -.-_�._._.__.._.__..-..-_ _��_..,_ _ . _„... -•___ _-.� - _1�. �'rf�".f.�;�•.�'rIf,.�'-r�!"tel>!'.�'ttiCl.�.�I.._I.�-"I" ._.l CESIGNATION * (Ibs) PLATE OR TO STUD 10'-1 vP"01 T. I r ALL TRUSS ENDS " ..r T ONES 0 — 600 1/2 0 STEEL RODS SPACED AS G EXCEP 0 E H2. SIMPSON CUPS OUTLINED BELOW SHOWN.ON SHEET No. S-3 _ -- AT-1 TrT rr �_.i_ - .__ ____ _._.__.._f G� UE& NAIL ALL %"STYRDI-FLOOR PLYWOOD SUB-FLOOR T T .Tti A'T�, 6,Ta�- . _ p� TZZ. .�_. (2).H2.5A, SIMPS 1/2"0• STEEC`RODS" SPACED A5 .._ . SHEATHING W/8D COMMON WIRE NAILS 6 O.C. 601 - 1200 ON CLIPS SHOWN ON SHEET No. S-3 USE (3) ROWS N �.._• EVERYWHERE . INSTALL SOLID BLOCKING BETWEEN w OF 12d COMMON FLOOR JOISTS AT ALL BEARING WALLS AND SHEAR " USE (2) ROWS WALLS & TOE NAIL BLOCKING TO DOUBLE PLATES TS•Z (2) L5TA36 "SIMPSON" NAILS C� 12 O.C. OF 10d COMMON 1201 — NTT16 ."SIMPSON", HOLppOWN d STAGGER NAILS " JOISTS, AND SINGLE PLATE W/ 10D COMMON WIRE STRAPS w ON BOTH SIDES. NAILS ® 12 O.C. NAILS ON 12" O.C. s - " CY I TYPICAL OF (3) 2" x 10" THRU (3) 2" x 12" TYPICAL OF (2) 2" x 6" THRU (2) 2" x 12" f o ®�� z SOUR SAWN LUMBER SOLID SAWN LUMBER e� 1.1.E Pioww (2) 1/4" A36 STEEL OC �, ► ' eta" / * "��► IstmeL BEARING STUD REQUIREMENTS FOR BEAMS GIRDERS: FLITCH PLATES -- -• ,l �� - .� _ "K" DENOTES KING STUD AND "J" DENOTES- — '~ z LA*ro '"r'"' r � ' .. JACK STUD V �, " ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED �•-�~- d USE (3) ROWS " �+ Lu OF 12d COMMON' 1/2 0 A307 MACHINE WITH (1 )K+(2)J's AT END SUPPORTS OR (2)K's AT r NAILS 0 12" O.C. BOLTS w/ NUT AND INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE STAGGER NAILS 2"0 STEEL WASHERS w ON BOTH SIDES. ® 'z" O.C. SHOWN ON PLAN ABOVE AND DENOTED BY: Q , '3 cr (� 1- 4" PLY LVL 3 1--3 4" PLY LVL 4 1+3 4" PLY LVL 4 1-3 4a PLY LVL (2) 3/ ( ) / ( ) / ( ) / U (2) 1/4' A36 STEEL U FLETCH PLATE ! pq MULTIPLE MEM5ER CONNECTION DETAIL 5 j NOT TO SCALE• • o a BEARING STUDS REQUIREMENTS FOR BEAMS '/ GIRDERS: JOB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. j. 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS �� " 1, �' '• �° PLUS (1) KING FOR DROP BEAMS. SHEET NUMBER �r r� ��d,�o-�• S-2 O F S-4 I, / 0• ,,11 L lam- 1— 1 • FIBERGLASS SHINGLES OVER 30# I E ORT NTROOF.PLAN AND SAVE FELT OVER 7/16" OSB BOARD OR DETAILS ON SHT AD.2 FOR ROOF 15/32" PWD SHEATHING. PITCHES FOR ALL HOUSES AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR 12 SPACE FOR VENT VARIES�/ z 16„ STRAP FOR TRUSS ANCHORAGE (SEE p SCHEDULE "A" ON SHEET No. S-2) GALV. METAL O.H. DRIP EDGE CDi ALUMP FDASCIA 5/8" GYP. DD. CLG, w OVER 2x8 a i PERFORATED VINYL/ ALUM. 1/2" GYPSUM BOARD o SOFFIT i STUCCO 2x STUDS Q 16" OC (MIN #2 I FRIEZE SPF) co W PROVIDE MID-WALL BLOCKING FLAT WISE ® JOINTS IN SHEATHING i I a 7/8" MIN. LIGHT P.T. 2x PLATE V) s ~II TEXT, STUCCO VENEER OVER -4- MTL LATHE AND VAPOR BARRIER 3/4" PLYWOOD GLUED Sc SCREWED }: m m TO 16" PRE-ENGINEERED FLOOR m c- m in En m i TRUSSES OR T.J.I. JOISTS 0 24" OC Ld ,I (SEE FLOOR TRUSS ENGINEERING) w � Lwi a O U Q a 1ST FLOOR TO RIM JOIST BY TRUSS MANUF. ! 2ND FLOOR STRAPPING PER - (SEE FLOOR TRUSS ENGINEERING) i STRUCTURAL - 'i �> 4 I 1/2" CEILING BD OR 5/8" GYP. BD TYP a, 1/2"0 THREADED STEEL RODS � + f SPACED PER SHEET # S-3. • _ ADDITIONAL EXP. BOLTS MAY BE NEEDED PER SHEAR WALL ,.zr :_.... TABLE ON SHEET # S--2. _ I � e 03 " HT TEXT. STUCCO WISE ] JOINTS IN SHEATHING xa PROVIDE MID-WALL BLOCKING FLAT }. VENEER OVER o - _ MTL LATH #2 E AND ZX STUQS ® 1 f�" OC (MIN w F^- __ VAPOR BARRIER SPF) N ~� �r _ — — ..___ - - P.T. RUPLATE URAL/ ANCHOR BOLTS PER ��, a �� 0 <,r 4" CONCRETE SLAB WITH 6"x6"x10/1O W,W.F, TYP. (3000 PSI. n 1 ) # FIBER MESH OPTIONAL). ( -+ 1 4 CONT. Q J" SLOPE GRADE � ... • �-,.....�.:,, �'"'. � AWAY ALL SIDES \; kl� r- a'i'd;�,'�17_ (f & al, • j ! j� _ t..,. _ ! .._ Ay1F' , 1 ��,'/% ` � i�j��.` 6 MIL VAPOR BARRIER II �' •. #4 RODS VERT, ON 48" O.C. & AT CORNERS. d-+ VERT. RODS SHALL BE HOOKED 6" INTO ..;%� vz fr..,...,f.;; �; . FOOTINGS 0 BOTTOM AND 12" INTO SLAB CIO 20"(W)x 10"(H) CONCRETE \�� '��. `�' f ir` Q TOP. FOR HORIZ. REINFORCEMENT, USE Z`� ..• D�11'A1L "Dr' 4 '4C° Qh1 $H�l1' No. $-� FOOTING REINFORCED -- ''r :j fr' •` '�:�` 9 go. HORIZ. JOINT REINFORCEMENT w ,r�: ��t�o>R To Irloora $Tt�At�It�G W/(2)-#5 Rags CONT, r.. ' : . . � . . (MAX.) �..• :.`•�.r.'•:'�. ON 1fi" O.C. MAX. CF THESE SHEAtALLS. Z CO ' 6 T%'vr . 2 550R*"�r WALL OO 5� 'A WALLS - FLAil �.. � � . SCALE= 1/2"a l'-011 w :w IMPORTANT NOTE, _. _ _ __ ------ 'REFER TO R00 _ PLl1 'AND EAVE , I DETAILS ON SHT AD.2 FOR ROOF PITCHES FOR ALL HOUSES FIBERGLASS SHINGLES OVER .__... . 30# FELT OVER 7/16" OSB 1z BOARD OR 15/32" PWD VAIRES SHEATHING, STRAP FOR TRUSS ANCHORAGE (SEE TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR AIR BAFFLE BTW EA O.H. SCHEDULE "A" ON SHEET No. S-2) TRUSS TO MAINTAIN 1/2" MIN AIR SPACE THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING FOR VENT } CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: GALV. METAL 1/2" CEILING BD OR 5/8" GYP, 1 A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. DRIP EDGE BD TYP B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER WRAPPED ALUM, NAILS FOR 1/2" AND 5/8" THICK BOARDS RESPECTIVELY, OR FASCIA OVER 2x8 1 -1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. PERFORATED 0 � VINYL/ ALUM. 2 DESIGNATION REQUIRED SINGLE OR SHEATHING TO STU S SOFFIT SHEATHING DOUBLE SHEATHING NAIL SPACING STUCCO FRIEZE o - .• Q_� k. 07 1/2"0 THREADED STEEL RODS z i O JOINTS IN PROVIDE MID-W7/16" OSB SPACED PER SHEET # 3--3. WISE SHEATHING a / SINGLE 6" / 12'� ADDITIONAL EXP. BOLTS MAY ( IN BLOCKING FLAT b I� (BLOCKED) BE NEEDED PER SHEAR WALL2x STUDS @ 16" OC (MIN a o TABLE ON SHEET # S-2. #2 SPF) I 0 © 7/16" OSB ,s.�. 9 " •7 8" MIN, LIGHT P.T. PLATE w ANCHOR � � � 4 0 (BLOCKED) SINGLE / 12 / / <3- TEXT. STUCCO BOLTS PER VENEER AND OVER - STRUCTURALMTL LATHE r � �+ VAPOR BARRIER L� 4 CONCR T � 4Y s"xs"x10/1D W.W.F. TYP. (1) # 4 CONT.ADDITIONAL NOTES: (3000 PSI. ). FIBER MESH 0 OPT1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED SLOPE GRADE IL -�- P BOTTOM AS SHOWN ON DETAIL "F" ON SHEET No. S--4. AWAY ALL SIDES AT TO AND BO ca � f>/l \ \,r, 6 MIL VAPOR BARRIER Q Z Z � 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, f` ;: `'• �'`'%�> _. ..,ate #4 RODS VERT. ON 48' O.C. & AT CORNERS. SIMPSON , SPACED AT 32 O.C. AT BOTTOM AND ALSO APPLIED AT TOP �• �, ',; ... •, . �-'�` VERT. RODS SHALL BE HOOKED 6" INTO �p I PER DETAIL D ON SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE ,� -,•,.. fw , . % � /, FOOTINGS CSD BOTTOM AND 12 INTO SLAB U SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST 20"(W)x 10"(H) CONCRETE '" 4"'' ® Top. FOR HORIZ. REINFORCEMENT, USE I FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL FOOTING REINFORCED 9 ga. HOJOINT REINFORCEMENT W/(2)-#5 RODS CONT. ON 16" O.C.C (MAX.) j "K" ON SHEET No. S-4. 0 ,,`, JOB NUMBER WALL 5EC-T-1 . . SCALE.- �� ! =� ('. � �� , ,�� '`� SHEET NUMBER S-3 3 OF S-4 ' 0 I , r / ��.,r ��c� IAJ �DCa�u,�hIn 2fF�Mal r 1. 1-1 vI o 1/2"0 THREADED STEEL RODS I a 2.VV And 9-oads SPACED PER SHEET # S-Z I 1/2"0 THREADED STEEL RODS a Three Second Gust VV!nd Vee acoty Psr w-PC-2001.........120 ADDITIONAL EXP. BOLTS MAYSTUD WALL I SPACED PER SHEET # S-Z. %'ul ph, I(�mpertznca Factor)=11.0,W9nd ENpoaura"C", Categaty sell" 9�BI2 Ing TTABLEEONDSHEETPERSHE5R2WALL ADDITIONAL EXP. 130L MAY. I p # #4 RODS CONT. I BE NEEDED PER SHEAR WALL � CPD TABLE ON SHEET # S-2. c-Q�)®P(-➢®.��Q Pa1lLa 4ny EPBc9®sa� �$GAaI�Jo�v ) 4" CONC. SLAB W/GxGx10/10 W.W.F. OR f1s3rRMFSN I I EXPANSION JOINT I 3 . Components & CBzddang ®esbge11 cAmesures. �� ; ry _ ' RECESS SLAB 3/4"x 10" WIDE Rlsoff(Anywhere): -65.4 Fsff, +14.9 Psff PREENGINEERED ROOF TRUSSES _ I STUD WALL I AT GARAGE DOOR � bl,lS IfIs : ',one "5" LA`S @.�Athin 4 ft. of corners,Zone `V' :a Anjpellohers EIas �� 6 MIL. V.B. OVER CLEAN, I n I �_anq rEfferNya VVInd Arae (sq.ft.) P�� SPG Q � ffl GATOR NUT WELL COMPACTED TREATED FILL 6x6x10/10 W.W.F. II 6xsx1D/tb W.W.F. d2 FIBEgme-sm 4r.7 m��. I �. oR f16E�mes� 1 �.® 44.E �'.� STEEL I + #4 RODS VERT. ON 49" O.C. Bt AT CORNERS.VERT. RODS SHALL BE HOOKED 6" INTO I - I } 60.0 42.8 -45.x' FOOTINGS 0 BOTTOM AND 12" INTO SLAB ,.�� I� I j�� • � •�-j-jI' „1 I®®•® �•� -44.3 HURRICANE STRAPPING PERRR TOP. FOR HORIX. REINFORCEMENT, USE I z •1, ' ,+ �,_, 5CH. "A" ON S}IFFY # S-2 TOP PLATE I IJ, 9 ga. HORIZ. JOINT REINFORCEMENT -1Ti �', (Z)-#S CONT. HOOKED -•(2)-#5 CONT. HOOKED 10.0 43.7 -573 OF WALLS I 20,0 �•� ^�4p� '� ""'�� ON 16" O.C. (MAX.) I s' ,': & TIED AT CORNERS 9c TIED AT CORNERS _� MIN. 18" +-12"--••-� MIN. 18" Lw, 50.0 42.3 _51.0 a ;, , �T ** CONSULT ENGINEER •�••• ,i I . . . I �--•2D"•--� I TURN DOWN SLAB DETAIL rr.:= ;Luz �lVlb-� E 1C1��'� �I�V�� E�OCE(C:ii ctrIng s�uy,,n'd clvrj zlr, ay.r6' n)tho 'bNI9�1�']b,2 w�wla tus 1/2"0 THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING I TURN DOWN SLAB DETAIL. I � GARAGE Q ROD PER SHEET # S-`? REINFORCED wA2)-#5 RODS CONT. - i) If iS i,•iiur i Iir 1'AE ENGINEER THAT THIS WORK BE IN CONFORMANCE V117H ALL I EXCEPT 0 GARAGE REQUf. w1:1E :TS �',T '3 AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE 6" TYPICAL FOUNDATION DETAIL WITH ALL APPLICABLE CODES AND REGULATIONS, STEEL COUPLER - _l.-. - - ___. - _,__ - - - - ___ - w 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR - CL � TO COMMENCING WORK. 7/16" OSB NAIL w/ CORNER DETAIL cn I Sd COMMOM NAILS TO 6xsx1O/10 W.W.F. DR FIBE(t.1vlEstt C� 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL (N•T.S•) I �_ () PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY' TA13LE ON SHEET ;# S•-2. •• • ;'. ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHAWN ON THE DRAWINGS. . 0 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR ' ' •:' a: I- 0 REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. " ao a •'"' �.• +.• I --j j_ 0 RIM JOIST OR BEAM LSrf�3�o, SIMPSON STRAP -� •+ ' :•' ' > 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"x6' SPF #2 0 16" O.C, TOP PLATES , _�� (2)-#5 RODS CONT. m SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"0 THREADED STEEL THREADED STEEL RODS SYSTEM " I m � ' EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ROD PER SHEET # S-'1 20 INSTALLATION INSTRUCTIONSLil 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRER DESIGNED STEEL COUPLER INTERIOR STEP DOWN DETAIL w � t n°-- ¢ � FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. 1) DETERMINE THE STARTING POINT AND MARK EITHER THE LSTA36, "SIMPSON". FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY 10 SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS ERECTION. ARE USED. STRAPPING 0 TOP EPDXY GROUT 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS POST STRAPPING TOP (N,T.S.) 1/2 m THREADED CONSTRUCTION NOTES: ♦ SHEET. " SOLE PLATE SHALL BE STEEL ROD ANCHORED TO SLAB W/ 1/2"0 0 --1 THREADED ROD BOLTS SPACED 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED ITr , I 2x4 sruDs co 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI 1 1 PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S 6"x 6"*OR 4"x 4" POST 016" O.C. PER SHEET # S-2. ADDITIONAL COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w12500 PSI CONCRETE FOOTING I AST(TM"SIm S8N l EXP. BOLTS MAY BE NEEDED / ` RECOMMENDATIONS. ABU, "SIMPSON", 5TR�p PER SHEAR WALL TABLE ON F---- "1 6x6x10/10 W.W.F.ERMSHEET S-2. CONCRETE. ) �. POST ANCHOR Ott FIBERIYIESH # I 4 ALL THREADED STEEL RODS SHALL CONFORM TO TNW r4 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL `---� REQUIREMENTS OF ASTM A35 THREADED STEEL, GALVANIZED, t : pRllt 6" INTO CONCRETE OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95� OF STANDARD PROCTORr r� MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. BOLT RUN D E TAIL TYP POST STRAPPING BOTTOM ANCWORA E -'• •° �� . �� 3 BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS J G To sLAB BOTTOM ) (N,T,SJ _ I - (2)-#5 RODS CONT, �I I 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" ----� Q PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) yl POST STRAPPING A POST STRAPPING N INTERIOR THICKEN.SLAB DETAIL •0: 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACS 301, ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS, OP c LOTTDM TOP & BOTTOM �+ 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE �T• MISC. FOUNDATION DETAILS VAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS (tJ,T.S.) • • z OTHERWISE NOTED. T FOOTINGS TO MAIN REINFORCEMENT .....................3 inches - 6 THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. G ( ) s tom. H2.5A, "SIMPSON* �'T••� (] �� I CENTERED H2.5A, " CLIP (TYP) OR r• I SLAB ON GRADE..................................................... 51MPSON" W2.5A, "51MP50N" ROOF TRUSS CLIP (TYP) OR ROOF TRUSS CLIP (TYP) OR I ROOF TRUSS HEADERS PER SHT. # S-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 . Z I ' " c ON SHEET ON SHEET S-2. GARAGE DOOR HEADER ROOF TRUSS " CORNER BARS WITH 2-0 LAP ,HALL BE PROVIDED. # S-2• ON SHEET # 5-2. # �`"� SEE SCHEDULE A" e) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NEFCSSARY TO SUPPORT _'- ''` (TYP) ON SHEET # S-2. REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES I SHALL HAVE ENDS 'WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. I� 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED I I � OTHERWISE ON THE STRUCTURAL DRAWINGS, LSTA36, "SIMPSON", 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS STRAPS " 1/2"0 THREADED STEEL 1/2"0 THREADED STEEL 20g x 24" LONG hd-f FOR CONCRETE ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE CS20, "SIMP5gN", ROD PER SHEET # 5- ROD PER SHEET # S-'2, i TWISTED STRAPPING 1 FOR BUILDING" ACI 301. STRAPS. • p*� �1ASONARY; SEE SHEET # S-2 I FOR #/ OF STUDS. Q 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90--75, HOLLOW LOAD-BEARING CONCRETE SEE SHEET # S-2 1/2"m THREADED STEEL �Z MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH FOR # OF STUDS. ROD PER SHEET # S-� ►"`"i OF 2000 PSI ( f ' m = 1500 PSI ). [XXI 2 MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. WTTA+ "SIMPSDN", F4 * . ) HTT22• "SIMPSON . HOLDDOWN 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SCALL BE GALVANIZED TRUSS-TYPE WITH i. HOLDDOWN 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. _ CONCRETE SLAB - N00D FRAMING: __ +• r �, .} _ 'Y�r, r '' '• 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL '•'; °= "�' r' +• zta1. :. ": '' ' " ''� SUPPORT GIRDER y 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 SAWN LUMBER LAM. VENEER LUMBER E�TERIOR WALL OPENINGS DOOR JAMB STRAPPING 0 TOP & BOTTOM STRAPPING � TOP & BOTTOM EXCEPT AT F DETAIL "C" Fb = 1,120 PSI Fb - 2,500 PSI ANCHORAGE � TOP & BOTTOM Fv = 90 PSI Fv = 285 PSI (N.T.S.) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING TOP & BOTTOM JAMB STRAPPING ® TOP BOTTOM Fc1 = 565 PSI E - 1,900,000 PSI ON SHEET # S-2 OF THE DRAWINGS (N.T:S.) (N'T'S.) (N.T0 Fc = 1,455 PSI E = 1,600,000 PSI (N.T,S) 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS.(OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. w 1 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE i OR SOIL SHALL BE PRESSURE-TREATED, i 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SCHEDULE "C" ** TOP PLATES H2.5A, "SIMPSON", CLIPS (TYP) OR APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING ROOF TRUSS NOT SEE SCHEDULE "A" ON SHT. # 3-2 tT-T- BLACKING REO'D. SHOWN FOR CLARITY %) t� A-153-80. WALL PLATE HEIGHT STUD SIZE SPACING 2X4 BLOCKING 0 SHEATHING JOINT 2x4 OUTRIGGER BEEN OUTRIGGERS 4" FROM GABLE END t0 48" O.C, /,-HURRICANE CLIP H-2.8 CONT, 2x4 SCAB FROM TOP TO '� � 6 ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. " U-HANGER OR EQUAL 0 48" O.C. , � • ) 13-0" THRU 9-10" 2x4 16 7/18" STRUCTURAL ROOF SHEATHING BOTTOM CHARD TO SERVE AS NAILER � , FASTENING SUBJECT TO MOITURE $HALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. 2x4 BARGE RAFTER CONT. FOR X-BRACING 0$' O.C. . v) PROVIDE CLIP FOR 400 Ibe. �r :' F-•"1 10'-0" THRU 14'-0" 2x6 16" OF LATERAL SHEAR � `~ 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT, I SHINGLE STRIP 60T70M CHORD OF COMMON 14'-1" THRU 18'-6" 2x8 16" I I TRUSSES 0 24" O.0 fes' •',f B) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 1 I 1 FASCIA I BOTTOM CHORD OF GABLE ,-' SPH, "SIMPSON", STRAPS " I 1 I ��_ 12d NAILS 0 8" O.0 "M. END TRUSS �� '�- 0 32" D.C. .�.� W INSTEAD OF SYP #2. 19-D" THRU 22'-0 2x8 12" 2x4 X-BRACING `- bA " O.C. ( TOP CHORD OF GABLE END (3) 12d NAIL ' � i 2X10 12 t r .' 1 1 I TRUSS DROP 3-1/2 � DOUBLE FOP PLATE ***= THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCA$ CONT. TOP TO I I I 2'-0' UNINTERRUPYED SPAN LENGHT OF 'THE STUD. BOTTOM CHORD 0 S. ft. I OPENING " " IF HORIZ. CONTINUOUS BRACE CAPABLE OF FROM GABLE I 1 .... r SCHEDULE B �- MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS I CONT. 2x4 SCAB FROM TOP TO " e� DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE I BOTTOM CHORD Ib O BRACING "*e 2x4 BLOCKING 0 48O.C. BETWEEN LSTA36, *SIMPSON", CONNECTION FASTENER NUMBER OR SPACING I GABLE END TRNSS AND FIRST SPACE 0 32 O.C. DOES NOT APPLY. 2x4 SCAB IF VERT 1 I (PROVIDE ADDITIONAL 2x4's AT COMMON TRUSS WEB IS NOT PRESENT I I VERTICAL IF HIGHER THAN 48" �� (MAX.) C TOP OR SOLE PLATE TO STUB, END NAIL 16d COMMON 2 I TO FORM AN "L" SHAPE) H I I CONT. 2x4x8�2 SYP. LATERAL STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 I BRACE 0 48 O.C. AT 12d NAILS (TYP) I I BOTTOM CHORD OF �y AT X-BRACING GABLE END TRUSS (3) 12d NAILS W F-W DOUBLE STUDS, FACE NAIL i 0d COMMON 24" O.C. I 1 �x I DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON SCHEDULE „D.t I y--- (2)-2x4 TOP PLATE ISOMETRIC VIEW SHOE PLATE DONT, 2x4x$' SHOWING LATERAL BRACE TO CONTINUOUS HEADER, TWO PIECES 16d COMMON 16 O.C. ALONG EA EDGE FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS LATERAL BRAC EZt9 4$" O.0 2x4 STUDS 0 16" O.C. GABLE END TRUSS (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) 7/16" OSS ON tit. 2x4 BLOCKING 0, D.0 -PLATFORM FRAMING-- SUPPORT BEAM OR Z PLYWOOD & PARTICLEBOARD SHEATHING: NAILED ON 4"/12" BETWEEN GABLE Sc FIRST TRUSS ROOF - 7/16' OR GREATER _ 8d COMMON 6" D.C. EDGES & OPENING WIDTH IN FEET CUP 0 4B" O.C.. CLIP MUST GIRDER PER SHEET # S-2 �, l PROVIDE A MIN. 400 lbs OF SHEAR. L LID LL' 8" O.C. INTERMEDIATE UP TO 3'-0" Y-1" THRU 6'-0" 6'-1" THRU 10'-0" WALL - 7/16"'OR GREATER 8d COMMON 6""D.C. EDGES & * LINTEL * (3)-2x$'3 (3)-2x10'3 (3)-2x12's PLATFORM FRAMING H •,'��'�`., 12 D,C. INTERMEDIATE DETAIL ""00113 JAMB ** USE Two (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GALE CJD �� J. 1 •, FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & D '•( •, (+. 12' O.C. INTERMEDIATE * : TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF T '-I` ,• JOB NUMBER THE THREE (3) PLATES MENTIONED ABOVE. NOTEL STUD TO STUD STRAPPING v. UNBRACED LENGTH OF X-GRACING MAY * = OR SEE SHEAR WALT TABLES ON SHEET S-2 & S-3, NOT EXCEED 10 ft.. IF LENGTH DOES G ** = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. EXCEED 10 ft., ADDITIONAL SCAB IS REO-0. •r� .' '• ;:. rl SHEET NUMBER H.� 14 1. -0 ;,�,. - S--4 OF S--4