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Paradise Lane 820
II ... f • Ds i n Criteria ! 1. Live loads 1 Roof...........20#/Sq. Ft., Floor.........40#/Sq. Ft. 2. Wind Loads 1/2"0 THREADED STEEL RODS � • Three Second Gust Wind Velocity Per FDC-2001.........120 SPACED PER SHEET # S-2 I ADDITIONAL EXP. BOLTS MAY 1/1/2"0 THREADED STEEL RODS I I Mph, I (importance Factor)=1.0,Wind Exposure PER SHEET # S- Z I oExposure"C", Category"II" Building BE NEEDED PER SHEAR WALL' snip WALL ADDITIONAL EXP, BOLTS MAY. i:5 CCPi=(+)Or(-)0.55 ( Partially Enclosed Building) TABLE ON SHEET # s-2. #4 RODS CANT. I 6E NEEDED PER SHEAR WALL i ' " I TABLE ON SHEET # S-�2. I • 3 . Components 8. Cladding Design Pressures "** •_ 'b CONC. SLAB W/6xBx10/10 W,W.F. ofL FIBSRNtl:.5i4 EXPANSION JOINT Roof(Anywhere)= -65,4 Psf, • 14,9 Psf �. PREENGINEERED ROOF TRUSSES ( STUD WALL I RECESS SLAB 3/4"x 10" WIDE Walls : Zone"5" is within 4 ft. of corners,zone "4" is Anywhere Else �.- AT GARAGE DDDR ' GATOR NUT I I Zane Effective Wind Area (sq. ft.) Pressure ( psfl s MIL, V.B. OVER CLEAN, b j - - WELL COMPACTED TREATED FILL 6x6x10/10 W.W.F. 6x6x1D/10 W.W.F. O!t 4 10.0 45.7 -50.2 1 .^ j qR F15E{itn>� FIBE{CMasH , 3"x 3"x 1/8" �h 4 20.0 44.2 -47,2 STEEL WASHER y4 RODS VERT. ON 46" O.C. & AT CORNERS. I I i VERT. RODS SHALL BE HOOKED 6" INTO 4 50.0 42.8 -45.7 •a �7 . HURRICANE STRAPPING PER FOOTINGS 611 BOTTOM AND 12" INTO SLAB �� - _�!1'- Y�x ••,,• . •, -1�1_ � 4 100.0 39,8 -04.3 SCH. "A" ON SHEET 0 S-2 TqP PLATE 0 TOP. FOR HORIZ. REINFORCEMENT, USE I +z -� 1 r I �' I I 5 10.0 45.7 -57.5 5 20.0 1114,2 -54,5 * OF WALLS 9 ga. HORIZ. JOINT REINFORCEMENT •:"'.- '• (2)�-#5 CONT. HOOKED (2)-,y5 CONT, HOOKED ON 16 O.C. (MAX-) I :N & TIED AT CORNERS I " & TIED AT CORNERS ' L I MIN. 18 I "-••, MIN. 18" 5 50.0 42.8 -51.0 � •..• . ... � • .•,., — � ** 48" (MAX.) OR ''��' ;"'?'� n 5 100.0 39.$ -47,2 � � •. CONSULT ENGINEER ..: ;; .� f *** plus and minus signs indicate 1.acting toward and away from the building surfaces TURN DAWN SLAB DETAIL 1/2"+ti THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING 0 GARAGE 1) R 15 THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL ROD PER SHEET # S-3. REINFORCED W/(2)--#5 RODS CONT. I TURN DOWN SCAB DETAIL _ 0 QUIREMENTS OF THE AUTHORITIES HAVING JURISOICTiON OVER THIS TYPE OF EXCEPT � GARAGE CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE I WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER 6" TYPICAL, FOUNDATiON DETAIL I I 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR _ ___ I TO COMMENCING WORK. _ _. , . _.. — ^ _.. ^ _ W 7/16" OSB NAIL w/ CORNER DETAIL W 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ATFL INSERTS, ANCHORS, ANGLES, 8d COMMOM NAILS TO ILLJ � PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED By' STUDS PER SHEAR WALL (N.r.s,) . TABLE ON SHEET S-2. I 6x6x10/10 w.W.F. OR HoWme*1t 0 � C� ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. ¢ ;� 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR ;; • U REPRODUCED WTfWDUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. .e •. • :.;.• ,' I-~' 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"x6' SPF y2 ® 18" O.C. RIM JOIST OR BEAM L 5�f�3 fa to STRAP1--- ' SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK l - ' �. , i• j 1/2"d THREADED STEEL THREADED STEEL RODS SYSTEM TOP PLATES (2)--N5 RODS CONT }- OD EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ROD PER SHEET # S-3. co W M 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE FOUNDATIONS WRER DESIGNED INSTALLATION INSTRUCTIONS 2D z - FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING STEEL COUPLER CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. ' INTERIOR STEP DOWN DETAIL � LL, I-- 1) DETERMINE THE STARTING POINT AND MARK EITHER THE ' LLJ � _ FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR LSTAJ6, *SIMPSON". Q U Q V) 7 RIS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND STRAPS y 1 SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING SEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY DETAILS OF THIS SHEET, ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS I ERECTION. ARE USED. -`-' i CONSTRUCTION NOTES; EPDXY GROUT POST STRAPPING TOPSTRAPPING 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS S APP 0 TOP ins SHEET. (N.T.W (.RTS.) 1/2"d THREADED STEEL ROD SOLE PLATE SHALL BE ° 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHAD. HAVE A MIN. OF 3000 P51 ` 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED � " " I � ANCHORED TO SLAB W/ 1/2"0 � COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w 2500 PSI 1 PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURERS e x e qR 4"x 4' POST 2x4 STUDS THREADED ROD BOLTS SPACED / CONCRETE FOOTING / RE=COMMENDATIONS. MS'Torn"SITr1QSAN� ® 16' O.C. PER SHEET # S-Z ADDITIONAL co CONCRETE. c�R EXP. BOLTS MAY BE NEEDED j 2) FOOTINGS SHALL BEAR BELOW DISTURBED do ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL ��� � ABU *SIMPSON' iOR 4) ALL THREADED STEEL RODS SHALL CONFORM TO THE POST ANCHOR 6x6x10/10 W.W.F. PER SHEAR WALL TABLE ON • UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. OR.Flti>rITj1l�Sll SHEET # S-2. w .:�'x DRILL 6" INTO CONCRETE r •' MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE ! BOTTOM OF THE FOOTING. �- BOLT RUN DETAIL TYP I 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, � POST STRAPPING 0 BOTTOM AN ORALE TO � BOTTOM �' �••• �' ' • - � ...�:. WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL PILI., THE BEARING QJ.r.� � . A (N.T.S.) (KTAW (2)--#5 RODS CONT, ` LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED �..J I PROCTOR MAXIMUM DRY DENSITf'(ASTM 01557) 20 --I a 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, POST STRAPPING ^A POST STRAPPING INTERIOR THICKENS 0 ! ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. N LAB DETAIL 5) ALL CONTINUOUS VERTICAL. AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE TOP & BOTTOM TOP & BOTTOM �I ► �"'� MISC. FOUNDATION DETAILS G 0 • LAP SPLICED A MIN, OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS ! OTHERWISE NOTED. I I 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT • ; FOOTINGS (TO MAIN REINFORCEMENT).....................3 mrhas SLAB ON GRADE.....................................................CENTERED H25A, *SIMPSON" H2.5A, "SIMPSON" ' 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR 191 ROOF TRIUSS CLIP (TYP) OR ROOF TRUSS CUP (TYP) OR ROOF TRUSS CLIP (TYP) OR SEE SCHEDULE 2. ' SEE SCHEDULE "A" SEE SCHEDULE "A" HEADERS PER SHT. # S-2 H2-5A. "SIMPSON" a O,0 CORNER BARS WITH 2'-0" LAP SFA( BE PROVIDED,' ON SHEET 1Y S-2 ON SHEET # 5--2 ON SHEET ;� S-2. GARAGE ODOR HEADER CLIP (TYP) OR !1 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT GA(TYP) ROOF TRUSS SEE SCHEDULE "A" { REINFORCING STEEL SUPPORT ITEMS WHICH BE ON'EXPOSED CONCRETE SURFACES ON SHEET # 5-2. hi SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL 9) ALL. REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAIUNG REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED ' OTHERWISE ON THE STRUCTURAL.DRAWINGS. 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS LSTA36, "SIMPSON", � � I•� FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE .� 1/2"d THREADED STEEL 1/2"m THREADT STEEL ,' STRAPS 209 x 24" LONG FOR BUILDING" ACI 301. CS20, "SIMPSON", ROD PER SHEET �► 5--1- ROD PER SHEET � S-•'2 � STRAPS, I TWISTED STRAPPING co F�-1 1) CONCRETE MASONARY UMTS SHALL. BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE SEE SHEET 5-2 FOR y OF STUDS. MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH SEE SHEET �! 5-2 OF 20(1D PSI ( F ' m = 1500 PSI ). FOR # OF STUDS. 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SGALL BE GALVANIZED TRUSS-TYPE WITH HTT22, "SIMPSON , KT7w�� , "SIMPSON", ; 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. HOWDOWN HOLpDOWN11 �A...,,� �y0' s CI�N(RETE SLAB 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL . ~' DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, SUPPORT GIRDER s• .'* ' ..•' _ . •• Y . ..4' '..�'�••.. 2] ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN, DESIGN VALUES: .a�i•�'.�.•,�,•,.•' � • EXTERIOR: WALL OPENINGS K EXTERIOR WALL* OPENINGS SAWN LUMBER LAM. VENEER LUMBER E DOOR JAMB Fb = 1,120 PSI Fb = 2,500 PSI STRAPPING 0 TOP & BOTTOM STRAPPING � TOP & BOTTOM EXCEPT AT EXTERIOR WALL OPENINGS F' B Fv = 90 P51 Fv = 285 PSI (N,T.S.) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING 0 TOP & BOTTOM ANCHORAGE 0 TOP & BOTTOM DETAIL "C" Fe = 565 PSI E 11900,000 PSI ON SHEET # S--2 OF THE DRAWINGS (N.T.S.) (N.T.S.) JAMB STRAPPING 0 TOP & BOTTOM Fc = 1,455 PSI N.T:S. E = 1,600,000 PSI, (N.7 S,) ( ) q 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS.(OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. 4) ALL WOOD' MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASpNARY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. 5) CONTRACTOR SHALL. PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SCHEDULE "C" ** I 20� C) APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT--DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING TOP PLATES H2,5A, "SIMPSON", CUPS (TYP) DR A-153-80, BLOCKING REQ'O. ROOF TRUSS NOT SEE SCHEDULE "A" ON SHT', # S•-.2 WALL PLATE HEIGHT STUD SIZE SPACING BETWEEN OUTRIGGERS SHOWN FOR CLARITY - .� S 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL . S' COMPLY WITH A.I.S.C. SPECIFICATIONS. 2X4 BLOCKING 0 SHEATHING JOINT 2x4 OUTRIGGER FASTENING SUBJECT TO MOiTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A--153-80. 8'-0" THRU 9'-10" 2x4 16" 4" FROM OABLE END 0 48" D.C. /-HURRICANE CLIP H-2.5 a .ra 7/16" STRUCTURAL ROOF SHEATHING U—HANGER OR EQUAL q 48" O.C. CONT, 2x4 SCAB FROM TOP 70 ;�• BOTTOM CHORD TO SERVE AS NAILER 7) SOLID BLOCK ALL JDiST AND RAFTERS AT POINT OF SUPPORT. 10'-0' THRU 14'-0" 2x8 16" 2x4 BARGE RAFTER CONT. FOR X—BRACING O 8' O.C. ` VIP` PROVIDE CUP FOR 400 Lbs SHINGLE STRIP BOTTOM CHORD OF COMMON OF LATERAL SHEAR ... 8 GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 14'-1" THRU 18'-6" 2x8 16" i TRUSSES O 24' O.0 �.� � INSTEAD OF SYP #2. i FASCIA ( BOTTOM CHORD OF CABLE ; SPH, "SIMPSON", STRAPS 19'-a" THRU 22'—Q" 2X8 12" I I 12d NAILS O 8' D.C. "� END TRUSS 32" Q.C. 2x4 X-BRACING " E 2x10 12" L O tY-0' D.G. `-TOP CHORD OF GABLE END {3) 12d NAI � ,i' L j I TRUSS DROP 3-1/2" I DOUBLE r0a PLATE _ *** THE PLATE: HEIGHT REPRESENTS THE VERTICAL 2xa SCAB CONT. TOP To I I I 2'-0' t UNINTERRUPYED SPAN LENGHT OF THE STUD. BOTTOM CHORD O 8. ft. I FROM GABLE I I OPENING ' SCHEDULE "B" -- MISCELLANEOUS FASTENING SCHEDULE IF HpRIZ, CONTINUOUS BRACE CAPABLE OF TRANSFERING LATERAL LOADS TO SHEAR WALLS 1 DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE I CONT 2x4 SCAB FROM TDP TO 1 0 CONNECTION FASTENER NUMBER OR SPACING I BOTTOM CHORD O X—BRACING 2x4 BLOCKING 0 48' O.C. BETWEEN( LSTA36, "SIMPSON", DOES NOT APPLY. 2x4 SCAB IF VERT I I (PROVIDE ADDITIONAL 2x4's AT CABLE END TRUSS AND FIRST SPACE 0 32" O.C. J� 44 M•✓ TOP OR SOLE PLATE TO STUB, END NAIL t 6d COMMON 2 riE8 IS NOT PRESENT I VERTICAL IF HIGHER THAN 48" COMMON TRUSS (MAX.) x,31 6"� STUD E SOLE PLATE, TOE NAIL Sd COMMON I I TO FORM AN 'L' SHAPE) b CONT, 2x4x8' 2 SYP. LATERAL DOUBLE STUDS, FACE NAIL tOd COMMON 2b" O.C. (al ted NAILS (TYP) I L I 1 T` BRACE 48�D.0 DOUBLE TOP PLATES, FACE NAIL iOd COMMON A X BRAGYNO I 1 I BOTTOM CHORD OF 16" O.C. CABLE END TRUSS (3) 12d NAILS J ' TDP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2--16d OR 3-•lOd COMMON n �� I I .� H CONTINUOUS HEADER, TWO PIECES 16d COMMON 16 D.C. ALONG EA. EDGE SCHEDULE. D (2)-2x4 TOP PLATE SHOE PLATE F- CONT. 2x4xe' 12 SYP ISOMETRIC ViEW F-• FRAMING SCHIEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS LATERAL BRACE O 48" O.C. HOWING LATERAL BRACE TO PLYWOOD & PARTICLEBOARD SHEATHING: (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) 2xa STUDS ® te' O.C. lij " NAILED OSB ON 1st. 2x4 BLOCKING ® 48' O.C. GABLE END TRUSS Z ROOF - 7/16 OR GREATER 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FEET NAILED S1 ON z" BETWEEN CABLE & FIRST TRUSS -PLATFORM 'FRAMING- SUPPORT BEAM OR Z " D.C. INTERMEDIATE CUP O 48" D.C., CLIP MUST GIRDER PER SHEET # S-2 $'" n r • r " , " PROVIDE A MIN. 400 (Ere OF SHEAR, ¢ Y_ UP TO 3'-•D" 3--1 THRU 6-0 6--) THRU 1D-•0 WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & * CI_ LINTEL * (3)-2x8's (3)-2x10's (3)-2x12's �, O C7 12" O.C. INTERMEDIATE PLATFORM FRAMING H FLOOR -• 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & JAMB ** U)SE TWO (2) STUDS OF THE SAME SIZE'AS THESE OF THE WALL BEING CONSIDERED GABLE END DETAIL J. 12" Q.C. INTERMEDIATE adTx7 L * = TWO (2) (PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF D r'- ��:S • aB NUMBER THE THREE (3) PLATES MENTIONED ABOVE. STUD TO STUD STRAPPING 4,1 C E A/�,`t• ,<<� .'r * = OR SEE SHEAR WALL TABLES ON SHEET S-2 & S--3, UNNURRACED LENGTH OF X-BRACING MAY . L , NOT EXCEED ., DD IF LENGTHASC DOES (N.T S..) ** = STUDS SHIALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. NOTEXCEED 1 AfL.DDITIONAL SCAB E RED'D. - ' ' l . SHEET NUMBER , s '• VO S-4 of s--4 l FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: o FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND PAVE 15/32" PWD SHEATHING. DETAILS ON-SHT AD-2 FOR ROOF PITCHES FOR ALL HOUSES AIR BAFFLE BTW EA TRUSS 3 TO MAINTAIN 1/2" MIN AIR 12 W SPACE FOR VENT • VARIES 4oft `s STRAP FOR TRUSS ANCHORAGE (SEE b SCHEDULE "A" ON SHEET No. S-2) E Y GALV• METAL O.H. s r' DRIP EDGE WRAPPED 5/8" GYP. BD. CLO. ALUM. FASCIA w OVER 2x8 N -"� "' PERFORATED LA VINYL/ ALUM. 1/2" GYPSUM BOARD SOFFIT f'n II STUCCO 2x STUDS 0 16" OC (MIN #2 4 FRIEZE SPF) 11 N LLj r ^� PROVIDE MID-WALL BLOCKING FLAT ,. " WISE @ JOINTS IN SHEATHING I • ------------- --- -� - ----- � q, air ry 7/8" MIN. LIGHT P.T. 2x PLATE V) � 5'9' r TEXT, STUCCO u VENEER OVER p _ MTL LATHE AND VAPOR BARRIER 3/4" PLYWOOD GLUED & SCREWED g-3;,.. TO 16 PRE--ENGINEERED FLOOR m p TRUSSES OR T.J.I. JOISTS 0 24" OC w W OAM (SEE FLOOR TRUSS ENGINEERING) C co IST FLOOR r0 RIM JOIST BY TRUSS MANUF. 2ND FLOOR (SEE FLOOR TRUSS ENGINEERING) STRAPPING PER Q' S1_9 '•7%z" to'-il%z" STRUCTURAL N 1/2" CEILING BD OR 5/8" GYP. BD f TYP 1/2"0 THREADED STEEL RODS 214" V-10/z" i'-i SPACED PER SHEET # S-3. - ADDITIONAL EXP. BOLTS MAY z ' BE NEEDED PER SHEAR WALL00 a TABLE ON SHEET # S-2. 00 cn JA s 7/8' IN. LIGHT PROVIDE MID—WALL BLOCKING FLAT WISE 0 JOINTS IN SHEATHING CO ;' "N VENEER OVERa T M MTL LATHE AND 2x STUDS 0 16" OC (MIN #2 m � �• VAPOR BARRIER SPF) �" I Ams E P.T. PLATE w/ ANCHOR BOLTS PER �� a I°'"'"'"I 0 _ . • � � STRUCTURAL 2)Zxly Lo Pj N 4" CONCRETE SLAB WITH 6"x6"x10/10 W.W.F. TYP. (3000 PSI. N 0 FIBER MESH OPTIONAL). (1) # 4 ICG�1T. -- 00 SLOPIE GRADE -=- G�r AWAY ALL SIDES ti 6 MIL VAPOR BARRIER 3 ,�r�``�i.;•'.• " � r�.. #4 RODS VERT. ON 48" O.C. & AT CORNERS. I . VERT. RODS SHALL BE HOOKED 6 INTO 3'-4° 4'-�" % , f ;��' FOOTINGS BOTTOM AND 12" INTO SLAB ? 20"(w)x 10'"(H) CONCRETE \��' ;/ ® TOP. FOR HORIZ. REINFORCEMENT USE i - 1T' FF , + " �'�%4" F00 INC REINFORCED '' 9 go. HORIZ. JOINT REINFORCEMENT SEE CVAIL "t?" 4 "K" ON SHEET No. S-•4 11 6 4'-4" `r ti:' : `��' ' ON 16" O.C. (MAX.) tSJ I�FLOOR TO FLOOR STRAPPING - W/(2)-#5 (RODS CONT. W OF THESE SHEAfWALLS. 20'-4" Z E''J T 'F. 2 �' 5TC� WALL F4 5ECOND F 6HEAF� lFLAN. SCALE: '-�-� II �� II 3CAL"r. 1/4 =i O IMPORTANT NOTE: REFER--TO-ROOF PLAN--AND--EAVE- DETAILS ON SHT AD-2 FOR ROOF FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES 300 FELT OVER 7/16" OSB 12 BOARD OR 15/32" PWD VAIRES SHEA',THING, 16" STRAP FOR TRUSS ANCHORAGE (SEE TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR AIR BAFFLE BTW EA SCHEDULE "A~ ON SHEET Na. 5-2) TRUSS TO MAINTAIN O.H. 1/2" MIN AIR SPACE THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING ' FOR 'VENT CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: GALVI METAL 1/2" CEILING BD OR 5/8" GYP. 4d° A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. DRIPS EDGE BD ' ' 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 4 1 -1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. PERFORATED a a VINYL/ ALUM. DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS SOFFIT -MOSS E-L , SEE STUCCO FRIEZE _ ROOF FRAMING PLAN SHEATHING DOUBLE SHEATHING NAIL SPACING 1/2"0 THREADED STEEL RODS � i �► 2pcs SIMPSONI�,'�A3C.,'SIM SONS a 7/16" OSB +� " SPACED IPER SHEET # S--3, WRSE��JOINTS IN SHEATHING NG FLAT x a. STRAPS FROM GIRDER P (BLOCKED) SINGLE 6 12 ADDITIONAL EXP. BOLTS MAY c+ �� BEND STRAP TRUSS TO SUPPORT STUDS BE NEEDED PER SHEAR WALL 2x STUDS 0 16" OC (MIN a _j OVER TRUSS " TABLE ON SHEET #• S-2. #2 SPF) !jj ad c C _ AS NEEDED I 7/16" OSB SINGLE 4" / 12" -7/8" MIN. LIGHT P.T. PLATE W/ ANCHOR o o (BLOCKED) TEXT, STUCCO BOLTS PER °' a (Z) 2"x6" VENEER OVER STRUCTURAL i SPF #2 SUPPORT STUDS AT MTI, LATHE AND i GIRDER TRUSS BEARING, VAPOR BARRIER SEE PLAN 4 CONCRETE SLAB wlrH ADDITIONAL NOTES; 6"x6"x10 10 W.W.F. TYP. (1) # 4 CONT, (3000 PSI. FIBER MESH J 0 MATCHING STRAP BELOW OPTIONAL ,� _3 TO CREATE CONTINUOUS 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED SLOPE GRADE F -�• - F: LOAD PATH TO FOUNDATION " AWAY ALL SIDES i ~ 7E (11G5TA�G "glrn. Soti1" AT TOP AND BOTTOM AS SHOWN ON DETAIL F ON SHEET Na. S-4. l�f� � � P 6 MIL VAPOR BARRIER Q z 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, #4 RODS VERT. ON 48" Q.C. & AT CORNERS. I SIMPSON SPACED AT 32 O.C. AT BOTTOM AND ALSO APPLIED AT TOP ~ ``�� m Q + „ '• w •� " VERT. RODS SHALL BE HOOKED 6 INTO O C� CARD% ��Y�, PER DETAIL D ON SHEET No. S--4. WHERE SECOND FLOOR WALLS ARE .~ '/`f'/ti FOOTINGS Q BOTTOM AND 12" INTO SLAB SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF F.'IRST 20 (w)x 11O (W CONCRETE ® TOP. FOR WORIZ. REINFORCEMENT, USE FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL FOOTING REINFORCED 9 go. HO .C. JOINT REINFORCEMENT W/(2)—#5 RODS CONT. ON 16" O.C. (MAX.) "K" ON SHEET No. S-4. JOB NUMBER i STRAP ANCHOR FROM GIRDER TRUSS T%rf=. l - %5T0, fR%r WALL 5EC""�T� .,.�J N'., TO G l R9 CM►• P� 1.o t�J DETAIL `' ,. '� SHEET NUMBER I SCALE: NTS ., " —30F S-4 I •,wr ry • � K tet"., .act , + , + T , 74' 281_7" 2'-7' 6'D' 2'-3' 3'9' 14'D 2'-1D" 51,2" _ x 0 i TABLE FOR SHEAR WALLS FRAMING 9 d (GROUND FLOOR) THE SHEAR WALLS TABLE W/AS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE I; p _. .._.._.y..._ . NOTED IN THE TABLE: A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS, (Z)4 Iz cZ) x 1z Wx lZ Z) Z (� B) GYPSUM BOARD TO STUD)S NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK • BOARD RESPECTIVELY. r 4 C) SOLE PLATE--COMCRETE ;SLAB ANCHORS SHALL BE 1/2"0 TI4135• W 5TE6l, Itoi�s PISTAIBdTED `q w.ouN bN �LIW 0� SR'eZ •-S. ASD Er&RxooTe%0 gws As Rcvol a" I Y TA60 .gaLow II 47 DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO. FLOOR :"P �- ! SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR-.SPACING a V, x A 7/1V' OSB SINGLE 601 12 60„ O.C. BLOCK W i � a k I . isoo� i b n N I I �, N w B 7/16 ” OSB 4" 12" 60" O.C. ..i a ; _ ( ) SINGLE / 0 w 1 0 114, _LT 11 y 1 \C.. ' i C 7/16 OSB (BLOCKED) SINGLE 3" / 12" 36" O.C. ** o � r- ' 6'U�I' _ 3-7 2 6,4, 2,,1„ 4'-1D' 3'-z�2" 3'-272" 0 = ADD EPDXY GROUTED BOLTS TO Tip K r Rr_n0.RQ'DsTO ACHIEVE REQUIRED BOLT SPACING, J __.............._._.. �Z n n v ¢ n rri ' ! 10'-6" 4 r' ADDITIONAL NOTES: k ... 15 \ '• sic r, 1) FOR LOCATIONS CLOUDED AS 1 INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE !-- BOLTED PER DETAIL "B" OF SHEET No. S-4. b I ,.... , r.. .:_. ...._._N _......_.._._......___.._ V, 2) FOR LOCATIONS CLOUDED AS @ , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED AT TOP AND. BOTTOM AS SHOWN ON DETAIL "A" ON SHEET No. S--4. CA 04 . 3 FOR LOCATIONS CLOUDED AS 3 ` \ ) SHALL BE STRAPPED PER DETAIL "N" ON SHEET No. S-4. "4 - l I 4) FOR LOCATIONS CLOUDED AS ¢ SHALL BE STRAPPED PER DETAIL C ON SHEET No. S-4. < I 404 zl-e I •� I N _ Lill 5) ALL EXTERIOR WALL OPEININGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER 5'-52" =• ? DETAIL "E" OF SHEET NO). S-4. r` •� 411 I I 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON 7c r i SCHEDULE "A" ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES ►�-°+ " - - ACTING SIMULTANEOUSLY WITH UPLIFT FORCES, tix � ��� � I ,y � 1 1 ti/ • O a v• � r _ W �� F� ;' ...,. 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED <- \ SAND CERTIFIED BY OTHERS. v 4'41' � 3 r PEI : 2'-3" SCHEDULE A I ti• \� `� �� ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATENil —� zx12 OIF BEARING WALLS (PRE-ENGINEERED FRAMING) . M I I s, Ui'ILIZING ALL THREAD STEEL RODS o TRUSS No. OR UPLIFT' TRUSS TO TOP Z DESIGNATION �k (lbs) PLATE OR TO STUD TOP PLATE TO FOOTINGS W • _ w ALL TRUSS ENDS 1/2"0 STEEL RODS SPACED AS 5ECCNL�) FLOOR FRAMING PLAN i EXCEPT ONES 0 - 600 H2.5A, "SIMPSON° CLIPS OUTLINED BELOW' SHOW .ON SHEEP No. S--3 GROUND- PL00=1-N. � �/f T ��-iT�,�j��L'ti.r�Zr .. ..._.� 3i '�iG`�rGS},��, 601 1200 (2) H2.5A, "SIMPSON" CLIPS 1/2" STEEC-RODS...SPACED..AS _._.... " SHOWN ON SHEET Na. S-3 USE ( ) Rows R 0� S L^ A Y 0 V T w OF 12d COMMON USE (2) ROWS L � �T� L NIA 1201 - 4750 (1) LSTA36, "SIMPSON HTTm ."SIMPSON", HOLDDOWN NAILS t� 12 O.C. OF 10d COMMON W STAGGER NAILS NAILS � 12" O.C. STRAPS - ON BOTH SIDES, `,, N id TYPICAL OF (3) 2" x 10" THRU (3) 2" x 12" TYPICAL OF, (2) 2" x 6" THRU (2) 2" x 12" SOLID SAWN LUMBER SOLID SAWN LUMBER (2) 1/4" A36 STEEL I FLITCH PLATES BEARING STUD REQUIREMENTS FOR BEAMS GIRDERS: : "K" DENOTES 'ICING STUD AND "J" DENOTES JACK STUD. " ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED 0 40 d USE E1(3) CROWS ' 1/2"0 A307 MACHINE WITH (1 )K+(2)Xs AT END SUPPORTS OR (2)K's ATOF " BOLTS w/ NUT AND INTERMEDIATE SUPPORTS LVL BEAM REQUIREMENTS ARE V NAILS ® 12 D.C. 2"� STEEL WASHERS STAGGER NAILS ® 12" O.C. SHOWN ON PLAN ABOVE AND DENOTED BY: #-K's Q w ON BOTH SIDES. t z (2) 1-3/4- PLY LVL (3) 1---3/4" PLY LVL (4) 1'3/4" PLY LVL (4) 1--3/4" PLY LVL I Q (2) 1/4- A36 STEEL I ,° U FLETCH PLATE ! MULTIPLE MEMf5E CONNECTION � TA f 5 z z NOT TO SCALE: � 0 BEARING STUDS REQUIREMENTS FOR BEAMS '/ GIRDERS: w� g �. c I ,, °a ��cE//9 \ JOB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. - •, , ; 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS ` PLUS 1 KING FOR DROP BEAMS. A• �:y ( ) � W SHEET NUMBER ; S--2 OF S-4 sig . . ,, -1� to 651.0" 7-0" 7'-0" 20'-7" 0'0" 6'-5" i _ 1 x / 1171111,-------------- 80.1 0y2' I ! i } 1 f � ci W rn • '� w MM' $ f 0 . s o m II 4 p p O O n /.. ,^ 49M T_ rti nt ( ---'--- 8 > � SLOPE 1" � 0 � _..__-----------, i '' ' m m a m / C7 m ---------------- i W f / I 1 Uri rL_ _..._..__.____.._____ 5'-D" W tr = CL Q U SLOPE 1" l f � _J r ___- 77 1 f f Lr_ ____-�___ ____ �. co -----___-_-----f..__- ---- S r v ►4' f o I z Ff�---I �• r v= % rn I V3-10 • ' - i � i / _ l � ` � '� f v� .moi __.. Z ! SLOPE 2" PEI i W U C7 '+ 1 y •Y 'J C � � ....... —`- -w_�-_ til+ .A_7 0 N IZ177 77//.Z//'�')� 2 .- 1 ----------------------------------- -------------- 14 C"i A nx _ z 64P 4'-3" 5'-9" is D' w z3'-i' THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE OF 2000 PSF, 1F CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR PNDERSIGNED SHALL. BE NOTIFIED 'AND POSSIBLE FOOTING ` DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE 4) TO K IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. � Z CONCRETE FOUNDATION o FOUNDATION LEGEND 4 SCALE: 1/411=1'-O" (SEE SHEET No. S-4 FOR STRUCTURAL DETAIL) z 0 8"x8"x16" CMU STEM WALL w/. �� • .1. DIMENSIONS SHOWN WITH �....�J INDICATE PLUMB (1)#4 ROD VERTICAL ON 48" O.C.ING OR ELECTRICAL & HOOKED INTO 20"(W) x 1 p"(H) OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. CONC. FOOTER w/(2)#5 RODS CONT. � • IYPIf'AI �_ OUNDATfoN dErAlPA 20"(W) x 12"(H) THICKEN CONCRETE SLAB w/ (2)#5 RODS CONT. INTMIQR THICKEN $0 DETAILZ L m Q • - O CC 20"(W) x 12"(H) THICKEN •` ` \\ STEP DOWN CONCRETE SLAB ;a ' v'gr ' W/ (2)#5 RODS CONT. -W�•+ �� y �l JOB NUMBER INTERIOR STEP DOWN DErAl r SHEET NUMBER /it A r r 1 ,V)� �5 E ;n 0 `d E o `V •G '� e p � V (d NAIL W/11 - 10d � 'D COMMON IN THIS AREA. v $ $ VERIFY w/STRUCT. Q cm 44"MINIMUM �"' c9 °° O° ° NAILING NOT NEEDED IN THIS AREA UP TO 16" FLOOR SYSTEM SYP DOUBLE PLATE L e� o' NAIL W/11 - 10d r 3 =mayCOMMON IN THIS AREA. e VERIFY w/STRUCT. ° PROVIDE MINIMUM 1"END DISTANCE ° ° ° ° ° EQUAL NUMBER OF SPECIFIED ° NAILS IN EACH END STRUCTURAL TWO STORY STRAPPING 9 SCALE: 1 1/2"=1'--0" WOOD TOP RAIL HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN AS SELECTED BY OWNER&CONTRACTOR 38"IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 1 1/2"CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE 1 1/4" MIN. -2"MAX. 1 1/2"CLR, 1 1/4"-2" IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT, ~ HARDWOOD TOP RAIL I AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. z C7 a- y -7 STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL 11 w STUCCO W/CORROSION RESISTANT Lu w BUILDING DEPAfRTMENT APPROVAL REQUIREMENTS FOR METAL LATH OVER 15#FELT LL O WALL BRACKET THE PRODUCTS;THEY PROVIDE OR INSTALL. AT 4'-0" 2X FRAMING CARPET O.C.,MAX. THE HANDRAIL(CONSTRUCTION SHALL BE WOOD BASE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN 1p\- INTERIOR SUBFLOOR 2x BLK'G ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. �V11-�� 1/2"GB 5Q ELASTOMERIC DECKING O/PLYWOOD SHEATHING. GUARDRAILS SHALL.NOT BE 200 lbs 2–ITP� a: WRAP 6"UP WALL&ALL PE=NETRATIONS. g O LESS THAN 42" IIN HEIGHT. ANY DIRECTION INSTALL PER MANUFACTURER'S REQUIREMENTS. ANY LOCATION sl°Ps STAIR FRAMING °D c7 z OPEN RAILS SH)ALL HAVE INTERMEDIATE BAILS OR 0 AN ORNAMENTANL PATTERN SUCH THAT A 4" MIN � z 4"DIAMETER SPHERE CANNOT PASS THROUGH. O w SEE STRUCTURAL DRAWINGS FOR FRAMING 0 INFORMATION 5/$"TYPE"X"GB ¢ THE GUARDRAIL CONSTRUCTION SHALL BE M SPHERE � � MAY NOT PASS coM � a ENCLOSED USABLE a ABLE TO RESIST A LOAD OF 20 LBS PER THROUGH SPACES BENEATH STAIRS LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL OR AS REQUIRED BY CODE. 6•SPHERE MAY NOT PASS 2x4 STUDS @ 16"OC WALL MTD THROUGHTHE TRIANGULAR OPENINGS THIS DIAGRAM AT STAIR TREAID,RISER,& ILLUSTRATES THE BOTTOM SHALL.BE SUCH SPECIFIC REQUIREMENTS THAT A 6"DIAMETER OF THE BUILDING CODE SPHERE CANNOT PASS THROUGH. AND IS ONLY AN AID FOR BUILDING DESIGN AND IF CONSTRUCTION. STAIRS STAIRS STAIR DECD FLASHING DET IL GUARDRAIL _ WALL DETAIL HANDRAIL DETAIL uUARD AAL / HANDRAIL CODE DATA SCALE: 1 1/2»=1'-0" 7 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" 5 SCALE: 11 1/2"=1'-0" FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE EQ. TREADS 3/4" PLYWOOD TREADS 3/4"PLYWOOD TREADS SEE PLA �` 0 EQ.TREADS z < 2x FRAMING SEE PLA '� U a 3/4" ao a: GYP. BD. — z W TYPI z U ,It w C3LLI J TYP. 1 x10 SKIRT BOARD u� w 3/4 w TYP w w 5/8"PLYWOOD RISERS(TYP.) EXPANSION GAP S—� 2x12 NOTCHED STRINGER (3 STRINGERS MIN,AT 2��� 2x12 NOTCHED STRINGER GAP 2x12 STRINGER (TYP.) TYP EACH STAIR RUN) EXPANSION GAP �- 5/8"PLYWOOD RISERS (TYP.) 2y� 2x12 NOTCHED STRINGER SECURE NOTCHED STRINGER TO SILL 2x4 SPACER PLATE WITH FRAMING ANCHORS. SECURE PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLOWED BY CODE. (3)2X12 STRINGERS TYP. (3)2X12 STRINGERS TYP. L INSTALL 2X FIRE STOP AT MID SPAN OF STRINGER r (3)2X12 STRINGERS TYP. STAIRS STAIRS STAIRS STAIRS STRINGERa�DETAIL FLOOR STRINGER @ LANDINGSTRINER LANDING (T®P) SKIRT / WALL DETAIL SSH�DT MISC.DTDETAAILS SCALE: 1 1/2"=l'—O" SCALE: 1 1/2"=V-00 SCALE: 1 1/2"=l'—O" SCALE: 1 1/2"=1'-0" •`-' o �. �- E o [ r i x L.. ro 1x4 CED 4 o cq �S � a c o �. 1-5/8"CROWN �i c o ' 2 10'ANGLE CUT � G � 2x6 FJ CEDER 2x6 FJ CEDER 6' 2x6 FJ CEDER 5" n $ 1x2"x2"CEDER 2x4 FJ CEDER 2x4 FJ CEDER 2x4 FJ CEDER r 50 ANGLE 5'ANGLE 50 ANGLE 311 311 311 4 4 2 2x4 PT SPLIT 2x4 PT SPLIT 2x4 PT SPLIT---- OPTION PLITOPTION 3 OPTION 2 OPTION 1 WINDOW TIM WINDOW TRIM G WINDOW TRAM 7 SCALE: 11/2"=1'--0" SCALE: 11/2"-1'-0" 5 SCALE: 11/2"=1'-0" 1 ,3 6"HARDI BOARD BAND 6"STUCCO BAND 6"HARDI BOARD BAND TOP OF COL TOP OF COL Top OF COL OR STUCCO C? 7__l I I o _1 r pll a., U C1 -811 INSTALLATION SEQUENCING: I I 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD 2 21 12"SQ TAPER TO 10" 21 I I ANS SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. II COLUMN 1'-2" S"SQ COLUMN 2' 12"SO COLUMN 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS(i.e. DOUBLE RUNGS)TO AVOID"BOWED OUT" -0" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. I I STUCCO 4. PLACE 11/4"SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN I I I THE OPENING ALLOWING A 1/4"GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. 2'4" WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. 2" I HARDIBOARD 2" 2" HARDIBOARD PAINTED I 5. INSTALL FASTENERS(STRAIGHT NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING PAINTED STUCCO BAND I I OR STUCCO AT THE MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM - OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. ( I 10"HARD[BOARD BAND OR STUCCO 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. co I 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 6"HARDIBOARD BASE I ( 6"HARDIBOARD BASE c? I OR STUCCO 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE r 1/2"SPACE 1/2"SPACE FOAM. THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. PORCH LINE PORCH LINE 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4"GAP AT SILL BETWEEN STACK STONE STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 10, CAULK GAP INSTALLED AND EN NDOW SQ STUCCO COLUMN I SQ STUCCO COLUMN OR OTHER EXTE�OREFINISHING MATERI AL WH CXH SU ROU DIS WINDOW). J-CHANNEL(OR BRICK FLASHING SEQUENCING: PORCH LINE 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2. SET WINDOW UNIT. SQ STONE ACCENT 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. COLUMN 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. 4x4 P.T. POST 4x4 P.T. POST 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. SEE FLOOR 4x4 P.T. POST SEE FLOOR PLAN FOR SEE FLOOR PLAN FOR NOTE: LOCATION PLAN FOR LOCATION SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. LOCATION ::��.--T `--==- -it SEE SPECIFICATIONS FOR MATERIAL TO BE USED. STONE FINISH iI�'•. �� �` = f STUCCO FINISH f 11 �• ( TRIM BELOW "PRIM BELOW ! 1 ; ( P.T.WD WRAPPED COLUMNS HARDIBOARD I II j I P.T.WD WRAPPED COLUMNS c� •I !1 PAINTED IMPORTANT: (PAINTED) iv I' I ,J I CI II ( ) IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN 2X4 STUDS I j 2X4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. 2X4 STUDS I DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE ACID MAY �— __ DESTROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOT BE UNDER WARRANTY 115" 2'-0" IF EXPOSED TO MURIATIC ACID. 2'-0" L DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. STUCCO COLUMN BASE SQ STONE ACCENT STUCCO COLUMN BASE ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW, COLUMN BASE STONE ACCENT COLUMN WINDOW SHEET TITLE SHEET PORCH COLUMN DETAIL ENTRY COLUMN DETAIL ENTRY COLUMN DETAIL TYP FLASHING DETAIL MISC.DETAILS (D SCALE: 1 1/2"=1'-0" (:3 SCALE: 1 1 2"4--0" 2 SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=1'--0" A D A 20 1a E 2 E 0 b ro w Ll4 O a (� 'N O •f-1..co O t� E 41/2" E CL 0 cm o � 8 $ 'tea �i id 3 � sa SIDING WALL SHEATHING j; TYP. WALL y l CONST. } �{ I SIDING -:,- OVER LATHE AND DOOR FELT-SEE WALL SECTION WAY 1/2"STARTER STRIP �. . " F.F �. l 2X4 STUDS CAP FLASHING _ ��� r • , 1x4 CORNER BOARDS I PLACEMENT BY co L --L-4---- DOOR WAYS " 1x8 PT TEXTURE FIN. ON FOUNDATION EXTERIOR TRIM DETAIL ELECTRICAL WATER BOAR® CORNER DETAIL SWITCH PLACEMENT" 1 SCALE: 1 1/2"=1'--0" O SCALE: 1 1/2"=1'--0" SCALE: 1 1/2"=1'-0" WALL 1., REAR WALL OR SIDE WALL MOUNTED; 1/2"CLG Bp OR 1 LAYER SIDE MOUNTED AT BACK SPLASHES,TYP. GYP. BOARD COUNTERTOP 5/8"GB w/6"BATT INSUL PER SUPPLIER ' 20"TO 25" ATTACHED TO BACK TYP 1900 J-BOX LIGHT SWITCHES, HORIZONTAL SINGLE (SEE STRUCTURAL) THERMOSTATS, COVER PLATE/OUTLET 2 LAYERS 1/2"PLYWOOD SPACER AND ALL OTHER R-11 BATT FINGER JOINTED ENVIRONMENTAL INSUL WOOD CASING CONTROLS 3/4"STOP KITCHEN TOP 1/2"x 12"H I I BOTH SIDES PWD ALL 4 2x— SIDESTRUSS ��, CHORD WOOD FRAME OUTLETS-PHONES OPTIONAL w. TYP 1900 J•BOX &TV's HORIZONTAL SINGLE R S WALL CAP OR COVER PLATE/OUTLET INSUL �d: TYP DOOR PER SCHEDULE BRKFST.TOP SEE FLR, PLAN c — ,N //�C\�, /� //��\ �, NO�NLOAD LOAD 3/4"STOP `r II�� II�� / il�� j CONDITION CONDITION BOTH SIDES GYP. BOARD v� O 2x— KITCHEN TOP w I I l FINGER JOINTED co ❑ 2x6 OR 2x4 WOOD CASING > t 1 FRAMING /\ �, i /`, .�- 1/2" DRYWALL N /-11��/-11 � . /-II N i 24"DEEP BASE Y, Z CABINETS 24" TYP FLR CONST 2 1/4" WD TYP DOOR PER SCHEDULE CASING WOOD FRAME FINISHED FLR FRAME TYPICAL (2)2x4s JAMB CABINET DOOR OUTLET MOWNTING HEIGHTS COUNTER DETAIL G ATTIC ACCESS - 22 �I /2°' X 4�" INT HEADS & JAMB SCALE: 1 1/2"=1'-0" SCALE: N.T.S. `� SCALE: 1 1/2"w1'�0" SCALE: 1 1/2"=l'-O" TEMPERED SHOWER EXTERIOR INTERIOR MARBLE CAP ENCLOSURE 4"CURB W/ SR ON SIDE MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 8" a. CLEAVAGE MEMBRANE DOOR VANITY 2BRUSH TYPE ALUM.THRESHOLD SET X4 WD. STUD @ 16"O.C. CONCRETE SLOPED FILL 2x STUD WALL WEATHERSTRIP IN FULL FLOOR SYSTEM SEALANT BED 1/2"MR. GYP BD. SHOWER DRAIN PAINTED FINISH OVERHEAD EXPANDABLE JOINT GARAGE DOOR FILLER,WHERE CERAMIC TILE APPLICABLE 7n = CERAMIC FLOOR TILE `a'Y C4 1 x6 WD DOOR STOP A SLOPE TO DRAIN (4)2x P.T. BUCK a a SLOPE n w'. TO DRAIN a d 1I"......_..-..-- " FINISH TRIM OR 4 �. BAND �. FLOOR SYSTEM FINISH CONC.WALK SEE STRUCTURAL DWGS CONC.SLAB& FOUNDATION r SEE STRUCTURAL DWGS, BATH BATH DOOR - OVERHEAD GARAGE DOOR SHOWER WALL VANITY SHOWER CURB DETAIL OVERHEAD GARAGE JAMB THRESHOLD EXTERIOR MISC. SHEET � n " " MISC.DETAILS SCALE: 1 1/2'#=l -0 3 SCALE: 1 1/2"4-0" SCALE. 1 1/2 =1 - 0 SCALE: 1 1/2 =1 -0 AD-3 L PRE-FAB CHIMNEY NO PENETRATIONS AT FIELD ' N O PENETRATIONS AT FIELD 'p , c� o 76 J,.. OF SADDLE FLASHING C -u GAP OF SADDLE FLASHING l: � � A s t Ag SIMPSON H _ ALUM. FLASHING13 5 ;� WOOD STUD WAIL SYSTEM _ j o N y g AT EACH JOINT WOOD STUD WALL SYSTEM �' a L `—° M TYPICAL 2"x4"BLOCKING (SEE C;EMENTITIOUS FINISH SYSTEM "-'` � _ .E S CRICKET ( CEMENTITIOUS FINISH SYSTEM o MANUF.SPECS. FOR _r , � �' CONTINUOUS WALL SHEATHING ~� � s F J w: 7/8"MIN SIDING OVER CHIMNEY MIN. DISTANCE) CONTINUOUS WALL SHEATHING � -��__,r _ MTL LATHE ~' CORROSION RESISTANT METAL SHEATHING CORROSION RESISTANT METAL EXTERIOR FINISH _� � O � SSCREED _ ¢ OVER 1/2"SHEATHING SCREED - CORROSION RESISTANT METAL = 5"x5"CONT. cr OR O.S.B. CORROSION RESISTANT METAL r 2K-BAR FLASHING W/SEALANT FLASHING 2X6s NAILED TO z 4 GALV. MTL. STUDS w/16d @ 6" � z b FLASHING 7/8"MIN STUCCO Z-BAR FLASHING W/SEALANT "' CORROSION RESISTANT METAL OC ¢ r OVER MTL LATHE TROP FLASHING CORROSION RESISTANT METAL *� STD ROOFING - ¢ BLOCKING MID POINT TRUSS TOP CHORD o cc z ''� @ PAN FLASHING - ROOF SHINGLES io WHEN CHIMNEY EXCEEDS err- ((D ROOF SHINGLES _ a , 6'-0" I N HT. _ " ' z SEE STRUCTURAL z � FROOF SHEATHING . � - f- J FOR HURRICANE o PROOF FRAMING 117 PRE-FAB CHIMNEY =� ROOF FRAMING �r- z , 1,MSN. =J z ANCHORAGE N O -_ z DETAILS "� 2.. _r ' n 0 1 - TRUSS 2"x4"STUDS @16"O/C. _-- BOTTOM TRUSS CHORD CHORD CRICKET GALV. MTL. FLASHING ''� 2 ` DB'L 2"x4"BLOCKING SIMPSON MTS12 @ EACH CORNER "M X. 2411 4- 16d EA SIDE, -- 1'4" MIN. �=.�; �J TYP CHIMNEY CHIMNEY ROOF - FLASHING ROOF - FLASHING 12 CHIMNEY( ATTACHMENT DETAIL CHIMNEY SECTION ROOF TO WALL ROOF TO WALL SCALE: 1 1/2"=1'-0" 11 SCALE: 1 1/2"=1'--0" O SCALE: 1 1/2"=1'--0" SCALE: 1 1/2"=1'-0" SECURE VALLEY FLASHING AT MAX.24"O.C. W/CLIPS PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED IMPORTANT NOTE: FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. REFER TO ROOF PLAN NO PENETRATIONS THROUGH VALLEY FLASHING. PER ROOF MATERIAL MANUFACTURER REQUIREMENTS 12 5 FOR PITCHES PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED RIDGE OR HIP RIDGE VARIES A D. Z --- - - PER ROOF MATERIAL MANUFACTURER REQUIREMENTS TYPE LINEAR VENT INSTALL AS PER I ALUM RAKE FASCIA �,` � 2x8 RAKE MANUFACTURERS WRAPPED IN ALUM CORROSION RESISTANT METAL TRIPLE RIB WRITTEN INSTRUCTIONS VALLEY FLASHING WITH 1"HIGH 'V'CRIMPS TYP ROOF CONST 2X4 OUTLOOKERS AT T__-- ------ -� SEE WALL SECTIONS / _._.__.._......__.- 24"O.C. REQUIRED CLEARANCE PER ROOF ROOF SHINGLES j MANUFACTURER REQUIREMENTS APPLIED TO ._._. ._...___-._ LINEAR RIDGE CAP �_ SEE 1-AD.1 FOR FASCIA& ROOF SHINGLES VENT SOFFIT NOTES&FINISHES ROOF SHEATHING 1___._..---- J- i ..__.-.-__..._._� ROOF FRAMING ROOF SHINGLES _ ROOF SHEATHING 101, ROOF FRAMING SIDING OVER 7/16"OSB MIN. 2 GABLE END TRUSS W/ { ALUM FASCIA OVER VERTICAL MEMBER @ 16"O.C. 3 FRIEZE WEAVE ROOFING UNDERLAYMENT PER A�$,M1N 4" MIN. µ A D. 2 ROOFING MFR'S I RECOMMENDATIONS W/ 36"WIDE 30#SWEAT SHEET '+ RIDGE GAP FOR VENTILATION ROOF - FLASHING ROOF - RIDGE LAP SIDING ROOF - VALLEY- R001FSCALE1 1/2"=1'-0" - RIDGE & HIP RIDGE VENT CORNER ELEVATION TYP RAKE DETAIL/ - 8" OH 7 SCALE: 11/2"=1'-0" 6 SCALE: 11/2"=V-0- 5� SCALE: 11 2"=1'-0" TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES 117RUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TrRUSS HEELS WHEN VARIOUS PITCHES INTERSECT EACH OTHER, SO FASCIAS INTERSECT EACH OTHER, SO FASCIAS INTERSECT EACH OTHER, SO FASCIAS IINTERSECT EACH OTHER, SO FASCIAS ALIGN w/CONSTANT OVERHANGS, SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS, SEE AIR BAFFLE /ALIGN W/CONSTANT OVERHANGS,SEE AIR BAFFLE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN LINE INDICATES ROOF AT LINE INDICATES ROOF AT LINE INDICATES ROOF AT 8:12 ROOF PITCH 7:12 ROOF PITCH 6:12 ROOF PITCH ALUMINUM 2'-8" ALUMINUM 2'-8" ALUMINUM GUTTERS 12 GUTTERS 12 ALUMINUM 12 GUTTERS 12 Y y/ r. �.�, ., GUTTERS R-30 INSULATION OVER LIVING SPACES -. R-30 INSULATION R-30 INSULATION OVER LIVING SPACES OVER LIVING SPACES >-< R-30 INSULATION OVER LIVING SPACES Ell HEADER AT WINDOW " HEADER AT WINDOW HEADER AT WINDOW AND DOOR OPENINGS '' -✓ _ AND DOOR OPENINGS "' AND DOOR OPENINGS I cr, SEE TYP. WALL SECTION FOR FASCIA,SOFFIT NOTES&FINISHES F.�```• �'��� `��•�. „SID NG OVER"CHANNEL TOP ` •., SEE TYP.WALIL SECTION FOR -: SEE TYP. WALL SECTION FOR ; ,, SEE TYP. WALL SECTION FOR LATHE AND VAPOR BARRIER -' FASCIA&SOFIFIT NOTES&FINISHES ; ,,' FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES C BM OR LINTEL(SEE STRUCTURAL) L •..� "J"CHANNEL STOP 6"BAND r-�---- ��� •.' "J"CHANNEL STUCCO STOP � '�: ,"J"CHANNEL STOP lei • 2"BAND SIDING OVER 7" LATHE ASIDING OVER ND VAPOR BARRIER SIDING OVER 7" LATHE AND VAPOR BARRIER �r "7- LATHE AND VAPOR BARRIER VARIES COL w/EXT FIN EAVE DETAIL - 6:12 PITCH SAVE DETAIL - 7:12 PITCH EAVE DETAIL - 6:12 PITCH EAVE DETAIL - 3 :12 PITCH SHEETTITLE SHEET ROOF DETAILS SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" r ®w V)0 �� Z am P y . E0 C 79 G n s A E o Z5 g E c E co y n acr @ v> 'a Y3 � � = CLcu § C SLOPE 3/4"x12" AT GARAGE DOOR 1/2"x7"WEDGE ANCHOR 3 1/2"CONCRETE SLAB REINF. @ 32"O.C.w/2"x2"x1/8" w/6x6x10/10 W.W.M. 3 1/2"CONCRETE SLAB REINF. WASHERS @ 32"O.C, w/6x6x10%10 W.W.MCRETE �B REINF. EXPANSION JOINT w/6x6x10110 W.W,M. 3 1/2"CONCRETE SLAB REINF. w/6x6x10/10 W.W.M. 6 MILL POLY VAPOR BARRIER { I I I I ' ' ! 6 MILL POLY VAPOR BARRIER «'. COMPACTED EARTH 4 j i I'_ - !-' ' COMPACTED EARTH 6 MILL POLY VAPOR BARRIER --I. !-'f' 411 1 A . _r i 6 MILL POLY VAPOR BARRIER (2)#5 REBAR CONT. (2)#5 REBAR CONT. COMPACTED EARTH -._-- COMPACTED EARTH �,,,� .� --'•III---I �--1 ! L. ..I_...;-.::�1 , I�-�i_I-....,-�i._.._.'� 1'0" #5 REBAR CONT. #5 REBAR CONT. CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING THICKENED EDGE � GARAGE TURNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL 11 SCALE: 3 4"=1'-0" 1 ® SCALE: 3/4"=1'-0" 9 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" OVERLAP SLAB 1 1/2" HOLD HDR.BLK. NAIL ROOF SHEATHING TO OUTSIDE PER S`FRUCTURAL 1 1/2" ( ) IMPORTANT NOTE: FIBERGLASS SHINGLES REFER TO ROOF PLAN AND 1/2"x7"WEDGE ANCHOR TYP.SLAB OVER GO#FELT OVER 7/16" EAVE DETAILS ON SHT @ 32"O.C.w/2"x2"xci/8" EXP.JOINT ( , _.,.y_._i I _ OSB BOARD OR 15/32"PWD AD.2 FOR ROOF PITCHES WASHERS @ 32'O..C. SHEA fIHING. FOR ALL HOUSES __.__�. + f- I TYP SLAB AIR BAFFLE= BTW EA TRUSS 3 112"CONCRETE SLAB REINF. ---. - • I I ; - - _ I I i�_.-__ { . I ; I I ' :-` ! ! ' i ' ! MAIIN FAIN 1/2"MIN AIR STRAP FOR TRUSS 12 cf) Z w/Gx6x10/10 W.W.M. -.. I i , f I ' ._I ; :.._,!�_�----.,_I_,_�.- To VARIES � I I------- I s � � I i--•-- !..____.-__, , I I •--' ...i i I ! ! �-..-----. SPACE:FOR VENT / ANCHORAGE I I I ' 11= - --- ! -- - EE STRUCTURAL) ° ily ..�:I { il- I s - - --- - i i- I i I ^� I ! I-�----{ I , 1-''---f- !_•I j-� I- _ J I I 1 j I m- - .I .._V j j ( I• GALV METAL R-30 INSULATION AT CLG. L�_ ! i DRIP EDGE _ .' a .. 6 MILL POLY VAPOR BARRIER ON I TYPICAL FOUNDATION .... g ,_....__- .-i 1I , I !..• _ _ .II i ! -- Iii , _.: _ _W _ 7_1 _ a i 1 i--•-•--- . °, �COMPACTED EARTH ( I ' (.._i.! - I I TYPICAL FOUNDATION I � - _I ! {;w!(_, O 1._. .� '..'..� .. - -I i I WRAPPED 5/8"GYP. BD.CLG. - • � I 2 #5 REBfAR CONT, I I-- - I �_._..._, ( I.._., ._. � ' ---...! ' co --.._.._.; I ! ALUM..FASCIA 1 ; i !�_ -_I I e I._._._.__� ! 11------- I I I I.-��_�..._ I (._-_•:.::j ! I ._ I W I ; 1._.._ - I I ! I I• ---I I I 1 I OVER 2x8 :. : Iii PERFORATED f ; (..... 1 1 r !.'-- ' i ! ! _ _ _ r 1/2"GYPSUM BOARD VINYL,/ALUM. -_ -- I_i•--__ 1°�' _ :I ' � -•_-�:::. I I.__-I I I I. w I I -_•:I { _ 1 ` I I��.._. SOFFIIT 2x STUDS a 16"OC MIN#2 STUCCO FRIEZE SPF ! I i i_.-.-�N.i ;... , I I ! �.. I t_..•._... — , I I .._.-,_...._j 1 , I 1._ �. , ) I I—..__... I —1 11 i....�_y-' ! (---- •'--I I I I I___-._._- I i ' I _�..._ W� PROVIDE MID-WALL BLOCKING FLAT WISE @ JOINTS IN SHEATHING TN P.T. 2x PLATE 7/Y8"MIN. LIGHT s CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING TEEXT. STUCCO L DETAIL Fo ®�� ®�®� ®�C I� E®G E VIENEAT OVER TO PLYWOOD GLUED&SCREWED M1TL LATHE AND "r0 16"PRE-ENGINEERED FLOOR >s' CALE: V/APOR BARRIER TRUSSES OR T.J.I.JOISTS @ 24" (SEE FLOOR TRUSS ENGINEERING) e RIM JOIST BY TRUSS MANUF. co NAIL ROOF SHEATHING 1ST FLOOR TO - (SEE FLOOR TRUSS (PER STRUCTURAL) 12 IMPORTANT NOTE: 21ND FLOOR ENGINEERING) REFER TO ROOF PLAN AND EAVE S-TRAPPING PER /1 FIBERGLASS SHINGLES OVER VARIES DETAILS ON SHT AD.2 FOR ROOF STRUCTURAL 30#FELT OVER 7/16"OSB BOARD PITCHES FOR ALL HOUSES 1/2"CEILING BD OR 5/8"GYP. BD OR 15/32"PWD SHEATHING. 16" TYP O.H. STRAP FOR TRUSS ANCHORAGE(SEE P.T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTW EA TRUSS STRUCTURAL) &1/2"x 10'ANCHOR BOLTS AT 32'O.C. TO MAINTAIN 112"MIN W/2"x 2"x 1/8"WASHER AT EACH BOLT. AIR SPACE FOR VENT -R-30 INSULATION AT CLG. o TYPICAL ANCHOR GALV. METAL 1/2"CEILING BD OR 5/8"GYP. BD TYP SEMCO TPP4 AT 32" DRIP EDGE STOP EXTERIOR WRAPPED ALUM. p = FINISH 1" FASCIA OVER 2x8 rn BELOW 4"CONC SLAB W/6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER PROVIDE MID WALL BLOCKING FLAT Z FINISHED PERFORATED d �r TYPICAL SLAB CLEAN,WELL COMPACTED,TREATED FILL ¢ °- FLOOR VINYL/ALUM. SOFFIT WISE @JOINTS IN SHEATHING cr o N. LIGHT 0 0 TYP. VERT. LOPE ~_..� STUCCO FRIEZE o TEXT..IST000O z REINF. tI1I S I . 1 SxPFS)TUDS @ 16"OC(MIN#2 __ II GRADE I j _._.__-I 1 i 1 STORY: 2q X 10 CONC. FOOTING W/ � z 02 VENEER OVER 3. z (2)#S CONTINUOUS AND(1)#4 DOWEL MTL LATHE AND - CL-- P.T. PLATE w/ANCHOR ifl -; T_ ( I 1--- ( ! 1 _ PROVIDE MID-WALL BLOCKING FLAT o c�r VAPOR BARRIER r BOLTS PER o I........_-- -_._ __.__. , _.'.i..... { ;; -- -I ! - i IrcI ! - , i I AT CORNERS/OPENINGS AND 48"O.C. WISE @JOINTS IN SHEATHING o (• ¢ _.: ; I _. I._.._.._ I i I Oar STRUCTURAL TYPICAL FOUNDATION I I ` ! ' -OR-(1)#5 DOWEL AT CORNERS/OPNG'S 0 ..w_�_I I I I._....-I 1 __ -_---i ; I___...._-� ( ._...._-- ----- i O � TE SLAB WITH - - I I I I 2x STUDS @ 16"OC(MIN#2 SPF) ❑ �- 4"CONCRETE w I (__f_ III I I I.__.__... AND 96' BLOCK. C,cK D 1 #5 CONTINUOUS AT 6"x6°x10/10 W.W.F. TYP. (3000 - - ----..._.._.., •`------ -•---•- -- , __... HEADER LO cn Lu _.... _!_�_^�__;...__.._ I I..:__..�_'• z PSI. FIBER MESH OPTIONAL). � — -- _....III ..._....._._! , : 1---•---------- I I I - 5 CONT I (1)# ..__.w.. -.- ._- - I .,.�.._-; _--.._-._.��_-_�. ! I I____....._ I I � i I ' 7/8"MIN. LIGHT ,,, P.T. PLA`fE w/ANCHOR E30L-f5 PER � � ' --..' _' " „ TEXT. STUCCO P 2 STORY: 24 X 10 CONC. FOOTING W/ STRUCTURAL w SLOPE GRADE 3 #5 CONTINUOUS AND 1 #4 DOWEL ( ) ( ) VENEER OVER MTL LATHE AND , a ----- AT CORNERS/OPENINGS AND 48"O.C. ua AWAY ALL SIDES -- ; -- .,• - - 4"CONCRETE SLAB WITH 6"x6"x10/ip 4 ., r O O' O -OR-(1)#5 DOWEL AT CORNERS/OPNG S VAPOR BARRIER W.W.F. TYP. 3000 PSI. FIBER MESH ''' ,\� /\rte = - - ---— 6 MIL VAPOR BARRIER iI ( I ( rn \r\� \ \ � ,` \ AND 96"O.C.,AND(1)#5 CONTINUOUS AT OPTIONAL). ,�� .�__'_',�-I i------I..._ --------( ` ' ' 1 ; :..__.._ I-' -'-�-.I...__..f..i•i , HEADER BLOCK. (1)#5 CONT. 11 ' _ OP ' - ---- ! •.\�/ TYPICAL FOOTING MONOLI fhIIG ! � +------- I . � FOR SIZE& I I , I I I ! , i`;',! . ® �' \ �� SEE STRUCTURAL � -~W, T -- '-- (NOTE): BEND ALL DOWELS MINIMUM ,•..tire. \.` 717"1 POS i -I 12"AT TOP&BOTTOM, EMBED MINIMUM SLOPE GRADE AWAY ALL SIDES r j,�i;'%r`/ /� REINFORCING 6 INTO FOOTING. r1 7L-T-G-�G r,r,.\ 1 STORY 6 MIL VAPOR BARRIER TYPICAL FOOTING(MONOLITHIC OPT) SEE STRUCTURAL FOR SIZE& . r,.f r.� �• STEMWALL FOOTING STEMWALL FOOTING REINFORCING CURB DETAIL AT GARAGE TYPICAL FOOTING TYP 1 STORY WALL SECTION TYP 2 STONY WALL SECTION SHEET TITLE SHEET FOUNDATION SCALE: 3/4"=1'-0" 3 SCALE: 3/4"=1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" DETAILS AD 1 " L aWay- opo e�� o — C7 m ca � m m P •S c •��.� E � Q5' a n o � 4C 'd s.de R)ry N E E A C all N CD CD 4] N C7 N 4 4 4 O 0 UJ fq D w L V l [rwJ V) w '".. pq cp N O N p CD11 c} m C, 0 0 � cq u, ti c � c m cn J m (� E2 V � � O �p N ai ` 'cf Q. CL = 1 (D (D r I r \ ` \ •� I I ` I I �• T?f / �• (D i • �� U) i GFT i / \ PH � ! TILE CARPET� i I � DDC -043A.—.* CN DDC V'Fmo i •� tDIDQ13 DDC I n7 -R +¢m � - tl E A L co g?; ij- M - � W C 1� P tq q 0 E ao � a JOB NO, 05-BI-0090Electr "ical Abaco Keir SCALE: 1/4"-1'-0" SHEET TITLE SHEET SECOND FLOOR ELECTRICAL E1 .2 L 0 p m m 'Ncdam� `Q' d, � � ,a ,�.o•3 ion E E m a o c 8 Lu Ea Mill 0 0 0 0 c IL cp ui 9 w N Ntil 't H.B. 4 O q 4 W 220 � o w I i CA 1 i i CARPET TILE i rr WP .' '� ` •� i % .• i BTM @ 86" 1 \ CO j W j I LOW-VOLT � �Nd ® �• .. TOP @ 72 --------------------�-----Tr i ro M � so D C ZIr@ O b LL PIGTAIL G _____ __•____ 22W, L k.', --- -- I L _ � -0Q lll�/-/'STD. EYEBALL LIGHT j -- OUTLET @�}2ff � � � / I I r_____ i Q I ago � i ------ SEE A-- FLOOR OUNDATION G 1 �� / --- -- FOR LOCATION P MDC ® \ CARPET TILE a GFI { j i "I i GFI j F WP U) lj \ Ij 1 ---------�''----- 1---------- - lw (D GFT .-. k'' Cn M.B. .` •.` GFI •` i � i •� i � i . P GF \ \ 1 I 1 CN � •\ I 1 CN 1 I WPI: P i i ` • �I 0 i i ELEC. / PANEL i GFI -------------------------- LL U p � N ti 1:2 N � aLL0- j El JOB NO. 05-B1-0090 ectrnical Pl Abaco Key SCALE: 1/4"=V-0" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL El . 1 L F20 &Wae, N•o tom•' o Q, o e y= o U 2 C N C Eo �° aa+ roE � m c__ an Res de ce E m a Do e c� U_ cg n a s onvl e Beach, ori �ac - co 9 9 4 N OU wr N N 0 0O C7 4 o w uL B ESTCON Homes rrrwr � � w wC� r 241 U N N tit� � pNpN O O N xx '5 ' N O Q LL � �N rn�� c r~ n m m � N C N n°. a ._.*-ter.-•�•:_r_.:-�•r._•r.—.rd.,�-�v�.��.:,,_n�-.•_...a..,,�-.�—�....��:_z__,._._--. �---"c�.r_.�r.�r.-: ._._......r_nr.,_.�. - �Y� x — _ _ _ _ —____ ____ Xrx ---------- Lj H H -X __..._._..-...__.-_._._..___._._.........----..._.----.___.__..-..-.__.-_...---.___.__-.-._ __..._--._....__..._...__...__..._..._ N iL K ---� ILIC ROVED CITY OF OF BEACH PwIk1P1N 9 97 City of Atlantic Beach Planning and Zoning Deportment This approval verifies comp11afift Vft applicable zoning, subdivision and other local land A developmer!t regulations, but does t10t constitute angruva' or the issuance of,per Ne. ComplianceCD w.1h clo; ,!a Fluilding Code and 811 Other applicable is 5+-:;e auc Federal permitting requirements M :t o. -wied by signature 01111116 C of Atlantic Ftc ,r ;Ird nc Official rior ! Cl) P t0 t#6mce of a ^f Ci 'd O p � N W NCD nua Ctor ; x ma' 4i .,. cO E cc [L u.- CL. • JOB NO. 05-B1-0090 91 11 o n� �A�rrr � AbaQo Key 5 It I li7r a� y i SHEET TITLE SHEET COVER SHEET BY. - Ao.o L 0 C>c Gly CxC r`_ s aE � b a� o - �. nc�m r ., � �GENERAL NOTES 4D ABBREVIATIONS SHEET INDEX L _58 SUEZ A.B. ANCHOR BOLT r+ FAS FASTEN(ER) n PAR PARALLEL 1. All work performed shall comply with all applicably Local and State Building codes, 5. SIDING&ROOFING ABV ABOVE �"+ r Ordinances,and Regulations and all other authorities having Jurisdiction. aG AIR CONDITIONING F.B. FACE BRICK P.BD. PARTICLEBOARD F.B.O. FURNISHED BYOTHERS PC.CONC. PRECAST CONCRETE ARCHITECTURAL A. Vapor Barrier shall be applied on all exterior walls. Install as ACC accEss F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL p pp per manufacturer's 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 1115(min.)felt Under all Shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) FLOOR: 40 P.S.F.Live Load ADH ADHESIVEFIN FINISHAO.0 COVER SHEET P.LAM. PLASTIC LAMINATE o 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING4 PLA$ PLASTER cNv n � N No staples allowed. AGO AGGREGATE FLA FLOORING) PNL PANEL A1.1 INDEX ABBREVIATIONS SYMBOLS AND A.H,U. AIRHANDLINGUNI7 f f 8 o Q ROOF: 40 P.S.F.Live Load FLUB FLORESCENT(LIGHT) PN7 PAINT(ED) 10 P.S.F.Dead Load D. Flash all roof to wall conditions. AL ABOVE LANDING FN FENCE PR PAIR(OF) GENERAL NOTES ALT ALTERNATE FND FOUNDATION PREFAB PREFABRICATED 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 by 4" ALUM ALUMINUM F.O. FACE OF PSF POUNDS PER SQUARE FOOT W m A.P, ACCESS PANEL FP FIRE PROOF Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish. APX PSI POUNDS PER SQUARE INCH LAYOUTS D uI PROXIMATE FPHB FIRE PROOF HOSE BIBB P7N PARTITION ARCH. ARCHITECT(URAL) FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) ASPH ASPHALT FR FRAME(D)(ING) PV PAVE(D)OR PAVING A.T. ASPHALTTILE PVC POLYVINYLCHLORIDE(PIPE) 3. CONCRETE 5. INSULATION FS FULL SIZE AUTO. AUTOMATIC FTG FOOTING PVMT PAVEMENT 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 AVG AVERAGE FUR FURREO(ING) PWD PLYWOOD A2.0 FOUNDATION 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 file exterior or to unheated Q B36 36'WIDE BASE CAB. GA GAUGE A2.1 MAIN FLOOR PLAN g g g ( ) g j v n Q.T. QUARRY TILE where inadequate soils or landfill occurrences require special or additional design far spaces,plus R-19 at exposed floors. All Insulation to meet HUD minimum property BD BOARD G G.B. GYPSUM WALL BQARD V( q q P g p P P P Percy specs• (WALL) structure or gas mitigation due to these occurrences. R-11 batts at fireplace chase walls and under fireplace unit. BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTORp R RISER(ON STAIRS) A2.2 SECOND FLOOR PLAN �"� w BIT. BITUMINOUS GD GRADE OR GRADINGBLKG n fl/A RETURN AIR - U Mwlr� _ BLOCKING G.D.O. GARAGE DOOR OPENER R.B. RUBBERBASE A2.3 ROOF PLAN M BLDG BUILDING GFI GROUND FAULT INTERRUPTER HAD RADIUS • 8LK BLOCK(CMUs) K. CLA5SBLOCK ZING RBL RUBBLE A2.4 FRONT & RIGHT ELEVATIONS B. All design,revisions,engineering,installation and liability of sail conditions,gas mitigation BLK K BLOCKING pL.BK, GLASS BLOCK and structural designs due to inadequgte soils or landfill occurences shall be the BM BEAM G.I. GALVANIZED IRON R.D. ROOF DRAIN 7. DRYWALL REFR REFRIGERATOR y! responsibility of the"Builder-Developer"or It's subcontractors Involved with the design and B.M. BENCHMARK GT GROUT REO REQUIRED A2.5 REAR & LEFT ELEVATIONS installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) RES RESILIENT implementations. BAG BEARING w p A. All walls to have 1/2"gypsum and all ceiling to have 5/8"gypsum or 1/2"calling board unless BRK BRICK � 42'H 42'HIGH(WALL) REV REVISION(S),REVISED A2.6 �"� noted otherwise. HB HOSE 8113B REINF ROOFORCED(ING) B.S. BOTH SIDES H.C. HOLLOW GORE AFG ROOFING A2,7 INTERIOR ELEVATIONS W B5MT BASEMENT B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTwN BETWEEN H.P. HEAT DETECTOR OR HEAVY OUT! RLG RAILING per local codes or specific soil conditions,whichever 15 more restrictive. BVL BEVELED HO HEADER R&M RANGE W1 MICROWAVE ELECTRICAL HW HARpWAflE RM ROOM B.W. BOTH WAYS HOT HEIGHT R.O. ROUGH OPENING N 8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET H.M. HOLLOW METAL R.O.W. RIGHTOF WAY HORZ HORIZONTAL R&S ROD AND SHELF$) ~ D. Soil test must be approved by Geo technical Engineer prior to footing pour. C.B. CATCH BASIN HR HOUR ( �y CO N CEM CEMENT H.R. HALF ROUND(WINDOM SO SOLID CORE(DOOR) E1.1 MAIN FLOOR ELECTRICAL. PLAN 9. DOORS&WINDOWS CER CERAMIC c.I d E. All concrete footings are designed to bear on minimum sail pressure of 3000 s.f.and OF CUBIC FOOT HS HORIZONTAL SLIDER SCH SCHEDULE co rn g g P p' CHAM CHAMFER HTO HEATING SD SMOKE DETECTOR E1.2 SECOND FLOOR ELECTRICAL PLAN >< shall be placed on firm,undisturbed soil 3"-6"minimum below grade. Contractor to A. All patio doors-operable leaf inside. c.l. gasT IRON HVAC HEATINGNENTILATING/AIR COND. SEC SECTION 0,o Ui HIND HARDWOOD(FLOORS) DETAILS reinforce concrete footings and poured concrete walls as required for specific soft conditions C.I.P.CONC• CAST-IN-PLACE CONC. S.F. SQUARE FEET m u- ti or local codes,whichever,is more restrictive. B. Door and window irnflltration shall be in accordance with local ordinance and shall meet CIR CIRCLE SF.GL. SAFETYGLASS c 0 ti LQ. IRONING BOARD n performance standards ANSI/AAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE S.G.D.SSLIDING GLASS DOOR m M P y I.D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) and the CRF shall Inot be less than 55. G.J. CONTROL JOINT OR CONSTRUCTION JOINT I,L,O. IN LIEU OF ry SHT (DRAWING)SHEET r` CK CALK(ING)CAULK(ING) I_M, INSULATED METAL 5W7HG SHEATHING ADA FOUNDATION & WALL SECTIONS N a � rn F. All concrete shall attain a 28 day compressive strength of 3,000 ps.i. CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) CLO CEILING INT INTERIOR SIM SIMILAR SKL SKYLIGHT AD.2 ROOF SECTIONS C. Provide Insulating dfouble glazing at all exterior lass areas and tem red lass in all sliding GLR CLEAR(aNCE) o o = g g g 9 Pe 9 9 aL SIDELIGHT OR SLEEVE CLS CLOSURE OR CLOSER(DOOR) JST JOIST FLOOR OR ROOF) a. o- G. Provide minimum 4"concrete cover at under stab utility locations. When concrete glass doors and In twindows as per local codes. ( SNT SEALANT AD-3 M IS C DETAILS GM CENTIMETER(S) JT JOINT encasement of utility lines i5 required,increase slab thickness at the utility line. Install SPC SPACER utilities lines Well bB10W Slab. CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS D. Caulk at all sash,sllidC.O. CASED OPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKERS) A D.4 M I S C DETAILSing glass doors,entrance doors and bottom plates(all 51485 of COL COLUMN K KIT KITCHEN S.ST. STAINLESS STEEL A D.5 M I S C DETAILS openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD W. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs GONG CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE including patio, porch and sidewalks. COND (AC)CONDENSER K/S KNEE SPACE STL STEEL CONST CONSTRUCTION 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM. LAMINATE(D) STA STRUCTURAL CONTR CONTRACTOR L LAV LAVATORY SIN SQ SQUARE I. Provide"tip Strip"or tooled control joints where indicated on the foundation plans. ( SUS SUSPENDED DIMENSION CORK CORRUGATED L.B.O. LOCATION BY A. All electrical and plVumbing requirements shall comply with lora)building codas. All outdoor, S.W. SHEAR WALL CPR COPPER LIV LIVING bathroom and gara4ge wall receptacles shall be provided with ground fault circuit protection. c OR CPT CARPET Service panels to ble(min. 20 circuit,100 amp,110 volt. L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE 4. FRAMING P ) P CRS CASEMENT L.P. LAMINATED PLASTIC T.B. TOWER BAR C.ST CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.5T, CAST STONE A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the C.T. CERAMIC TILE L.T. LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TOLTL LINTEL T.C.J. TROWELED CONTROLJOINT FACE OF STUD,UNLESS OTHERWISE tNOTED. fallowing: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) exterior. CX CONNEXTION LVR LOUVER T&G TONGUE&GROOVE (D 2800 psi in Bending,Fb CY CUBIC YARD TEL TELEPHONE 285 psi in Horizontal Shear,Fv C. All sewer and watelr sleeves to be depth and separation as M METER(S)p p p per local code below adjacent THK THRESH LD 12"D 12"DEEP MAX MAXIMUM ' 2,000,000 psi in Modulus of Elasticity,E finish grade. THfl THRESHOLD D DRYER,OR DRAIN MAS MASONRY T.O.C. TOP OF CONCRETE B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION DECO DECORATIVE MG MEDICINE CABINET T.O.M. TOP OF MASONRY stress+875 p.s.i.,(1000 psi repetitive)or better. D. Provide main sewerr clean-out within T-0"inside or outside of the building line unless noted OEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW otherwise. DEP DEPRESSED MFR. MANUFACTURER TR OR TRN TRANSOM(WINDOW) pr� C DET DETAIL MH MANHOLE 7P 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 OH DOUBLE HUNG MIR MIRROR TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in Conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DLAM DIAMETER MISC MISCELLANEOUS 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 1118• DIM DIMENSION MLD MOULDING � UO UNDERCUT(DOOR) Plate Institute. The water department shall make the Connections. D.L. DEAD LOAD MM MILLIMETER UNF UNFINISHED DN DOWN(STAIRS) MMB MEMBRANE U.N.Q. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP-PROOFING M.O. MASONRYOPENING DR DOOR MOD MODULARVB VANITY BASE UNIT OR FACE OF MAS01411Y UNIT TO FACE OF STUD. 2• %"high density T&G,Plywood subfloor�lued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MRB MARBLE V.B. VAPOR BARRIER 24/32, Exposure 1,with sealed edges. nstall per manufacturers'spacing and edge DS DOWNSPOUT MTL METAL VS36 36'WIDE VANITY BASE II iI recommendations. F. Water service shall be 1"minimum from each exterior shut off valve. D/S DRAWER STACK(CABINET) M7 MOUNTED(ING) VERT vER•rICAI D.T. DRAINTILE MULL MULLION OR MULLED VIN (SHEET)VINYL DTL DETAIL V.S. VEOTABLE SINK 3. Xv 0. All shower head he i hts to be 80"AFF at fiberglass showers and 84"AFF at ceramic DW DISH WASHER A N/A NOT APPLICABLE V.T. VINYL TILE rlI) underlayment(minimum)under vinyl or the on woad frame floor systems. g g DWG DRAWING N N.I.C. NOT IN CONTRACT LLU showers. DWR DRAWER NL MAILABLE W3830 38"W X 30"H WALL CAB NOM NOMINAL QC 4. Min!%'high density O.S.B.woad roof sheathing with'H'clips.APA panel span rating shall EA EACH N.T.S. NOT TO SCALE W WIDE OR WASHING MACHINE >, 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 DATOM WC WATER CLOSET C\J recommendations. IMPORTANT NOTE: C.F. EACH FACE WD WOOD E.J. EXPANSION JOINT OA OVERALL WF WIDE FLANGE(STEEL BEAM) ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION Q OBS OBSCURE(GLASS) WH WATER HEATER ELEC ELECTRIC(AL) O.C. ON CENTER W.H. WALLHUNG D. Roof truss systems shall be fabricated with wood chards and wood webs in accordance withO.CAB. OVERHEAD CABINET WI WROUGHT IRON designs prepared under the supervision of a registered professional engineer. ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICAL PANEL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET EQ EQUAL G.D. OVERHEAD GARAGE DOOR WIN WINDOW REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE O. pH OVERHEAD WlwlO WITH ORWITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & E.W.C. ELECTRIC WATER COOLER OPNG OPENING WP WATEAPROQF(ING) EXG EXISTING OPT OPTIONAL W.R. WATER RESISTANT E. Roof approval es manufoftrus trusturerses beamhall ubmit2setsofsealedshopdrawingstobuilderfor CLARIFY CONFLICTING INFORMATION. EXT EXHAUST OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER approval of roof trusses and beams EXT ExrEflk7R WSCT WAINSCOT W.T.W. WALL TO WALL WWM WELDED WIRE MESH F. Mime exterior grade plywood or OSB woad sheathing behind all masonry veneer,dryvft ATTIC VENT panels and cedar siding.See elevations for locations. CALCULATI01N G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud SYMBOLS sill. H. Exterior deck construction shall be with pressure treated lumber with dimensions as FORMULA. indicated on the plans. 3 �i j _�- EARTH ;� '17� PLYWOOD ELEVATION KEY OR SECTION KEY 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING SHEET NUMBER SAND OR GRAVEL FILL I I I i INSULATING SHEATHING x`144 SQ. IN. " 1 SQ. FT. BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.) C WOOD STUD PARTITION i /1��r /j BATT INSULATION BLDG. (SQ. IN.)/300 = SQ. IN. OF VENT REQUIRED DETAIL NUMBER OR SECTION KEY SQ. IN. OF VENT REQUIRED/2 = 50%AT RIDGE & 50% AT EAVES f SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 UNLESS OTHERWISE NOTED RIGID INSULATION BRICKC�fl AIS EA TABULATION qvi� im 3 WATER CLOSET ANGLE C -C CONCRETE BLOCK CENTERLINE MAIN FLOOR PLAN 1256 SQ.FT. CONCRETE TUB/SHOWER SECOND FLOOR PLAN 713 SQ.FT. HB HOSE BIBB (FREEZE PROOF) `-~ STONE d CD TOTAL A/C AREA 1969 SQ.FT. O C N ®--- GAS LINE STUB CID-- Q Net %rr STEEL LAVATORY FRONT PORCH 162 SQ.FT. v ... [a0.2 d PENNY lei L_ a DIMENSIONAL LUMBER DOUBLE SINK LANAI 101 SQ.FT. ti PERPENDICULAR D D �' GARAGE 69 SQ.FT. JOB NO. 05-B1-0090 R PLATE � BLOCKING ❑ TOTAL AREA 2701 SQ.FT.SINGLE SINK Abaco Ked (� ROUND OR DIAMETER FINISH GRADE WOOD SHEET TITLE SHEET GENERALNOTES A1 . 1 L uiq rawae. l MAIN FLOOR NOTES r [NOTE FLOOR] (D *> a o Lv [7 a — o� 1. WINDOW GRILLS ARE STANDARD IN FRONT N 4 H U AND SIDE ELEVATIONS AND REAR a ELEVATION TO BE CLEAR GLASS. " — ' — " 2. ALL UNDIMENSIONED PARTITIONS( s 8 ARE 3 1/2" ROUGH. w 5'0" 221Ai1 mpg 3. ALL ANGLED PARTITIONS ARE 45 � � � �, � 1 � C DEGREES UNLESS OTHERWISE NOTED. N C ` II 4'-9y2" 8 0.C 12'-1° 2 4. PROVIDE MINIMUM 2-2x12's w/1/2" �'2 � $ � $ a�2 PLYWOOD FLITCH PLATE AT ALL EXTERIOR �'-3° 5'-5" z''0%" s'8" 2'Ile -71/2" 2'511 z'-11%Z' WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN.AT EACH END OF ALL BEAMS PATIO AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS 33'-0"x 10'-0" SHALL BE TRANSFERRED TO FOUNDATION 4 VIA BEAMS, POSTS AND/OR SOLIDN 7 BLOCKING. 0 0 6. ALL EXTERIOR DIMENSIONS ARE TO FACEo Cl OF STUDS UNLESS OTHERWISE NOTED. 1-u w ,r ter; 2060 SH @ 2060 SH @ 48^x48"GLS BILK H.B. (S O�E�R 7. ALL TRUSSES TO BEAR ON EXTERIOR D FF y 90"AFF 90"AFF @ 90"AWALLS AND/OR GIRDER TRUSSES UNLESS — OTHERWISE NOTED ON FOUNDATION PLAN. L M Y k 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, R HANGERS& SET SPACING FOR ALL 10'-8"x 6'-5" n TRUSSES. _N1 9. WINDOW SUPPLIER TO VERIFY AT LEAST NE M % O CLEAR WINDOW EGRESS OPENING OF 5.7 SQ. FT. w J` 1y211 BYPASS DOOR TO '! WITH MIN. DIMENSION OF 24" IN HEIGHT AND 2'-1 2 I. �. BE SIZED BY .w _ 60 SH 20" IN WIDTH; SILL HEIGHT NOT GREATER i < SUPERINTENDENT 2 90"ASF f 2668 THAN 44"ABOVE FLOOR. 6 MASE UITE P ' ' 40.5"h _ T R S �� „� 10. BALLOON FRAME ALL EXTERIOR WALLS X 91 0 KNEEWALL -- j 9'-0" CLG. r% (ABOVE 8'-1")TO UNDERSIDE OF ROOF ^--' N 11.6 X 15-0 SHEATHING-PROVIDE FIRE STOPPING i ,, i ,•/� 181" 18° i EVERY 8'-0"VERTICALLY IN WALLS>8'-1 i 2668 C? ! °/ p/s i 11. ALL HANDRAIL BALUSTERS TO BE 8' 10° 3'-l0" 4 y' cif. ice, .r;,i iii!i! ,rf.,; SPACED SUCH THAT A 4"SPHERE CANNOT LANAI f PASS BETWEEN BALUSTERS. 91 g'-0" CLG. @' _---------------_._._._____H/s_____--_--_---_------ - 12. ALL ELECTRICAL AND MECHANICAL � 12'-811 X 81-0" It i a EQUIPMENT& METERS ARE SUBJECT TO N En j a RELOCATION DUE TO FIELD CONDITIONS; b o s T-a" T-0" 5'0° m Ch 9'-0" CLG. ! J CONTRACTOR TO VERIFY. m 9'-911 X 5'-611 o % 13. FOR ADDITIONAL NOTES SEE GENERAL v 2668 o `o LL PKTi Y NOTES ON TITLE SHEET& DETAILS. u- ----------------- - --'-__--' °' 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE w/122"TRANSOM 2668 1-L 88 �� �� r, R/S 90"ABOVE FINISH FLOOR(U.N.O.). / 1� /,fii ir:: /s ii fr _r ' i„ . 'i' 15. WINDOW MANUFACTURER TO TEMPER ALL N -1 % RIGHT 51pE OPERATIpNAL L _ .._ „fr - � .: my N ! i OHC I___—__ I I! WINDOWS 2'WITHIN DOORS, OVER TUB& ro Q 39"REF. I !I o I SHOWERS 7 WINDOWS WITHIN 18"OF THE m Q) ,o i ; 0 © ______� _B/�_ I SPACE 1868 I I 30 SH @ FINISHED FLOOR. a° a I.. l 36"WOOD BURNING FIREPLACE LD _W_ -s��_ UT I L_tTYj ; 90"AFF 40.5"KNEEWALL I ' @ /SINK W/ 9-D ' 4 W/15"BAR 70P i �^ �� DISPOSAL 2P6 KT 71-41' 911� 1 % __i --- J i l 24" 1 ---------11 r (D D/S fn M 0. KITCHEN •r i 131-611 X 121-111 r 9-0 CLG. LIVING ROOM � VAULTED CLG. I ! r'""" -- "'— ' 19'-4"X 16-11" RANGE w/MICRO HOOD i, i CONDENSER iv iv I EXTERIOR VENTING V HIGH PONY WALL ABOVE 1 9 1 1 E TREADNOSE W/OPEN RAIL I 1 (Cl)' t(') 1111 _ OMC - I `�� I OHC Zm p68 iv Lq I 90"AFF 3060 SH@ ----------------------_-----------_----_----_----__ -_- -- T 4 90"AFF x rn .411 91-011 1r�11 n i w 2668 1 M i i U 7.4 9'-0" CLG. f ---------------- - f ------------------- 2868r 31.811 2 111 f - ------------------- 13-41 wLIl 9'SQ.OPG. - r fl f 10"COLUMN TO CEILIN FOYER W H I ASC n ' VAULTED CLG. L PRE-PLUMB FOR J ' 3060 5H @ LAUNDRY TUB 90"AFF 8-0 4!-1011 r APRIL AIR FILTER SPACEGUAARDLD Q % i i r •. 1 DINING ROOM f f r 91-011 CLG. v V 111-111 X 101-611 3060 SH @ 3068 w/(2)10"5L , r 90"AFF 7. y t 3060 SH @ 3060 SH @ GARAGE y, 90"AFF 90"AFF c 9'-0" CLG. p 19'-9"X 22'-911 f FRONT PORCH 91„011 cLG. ;f 191.811 x 71-011 J. r— =mmmmm� EJ ',----------------`—L------ FLOOR '�f f. 11'-311 81_ .1 , �� SECONDOOR f i --- ♦ i i� aez{r�a Cl 16'X 7 O.H.D. i 41 vim CD {`i J m LL 4'-4" 3'4" 4'-0" 4'4" 4'-01, 10'-2" ., CD 11'-8" 8'o" 20'x" ....- AREA Tin in2 � 0 .2 a. 40'-0" MAIN FLUOR PLAN 1256 SQ.FT. .� SECOND FLOOR PLAN 713 SQ.FT. JOB NO. 05-B1-0090 TOTAL A/C AREA 1969 SQ.FT. Abaco Key FRONT PORCH 162 SQ.FT. r ' � '"'' Floor � LANAI 101 SQ.FT- SHEET TITLE SHEET MAIN FLOOR PLAN GARAGE 469 SQ.FT. A2. 1 SCALE; 1/4"=1'-0" SCALE; 1/4"=1'-0" TOTAL AREA 2701 SQ.FT. r a u E = v � O. U C p V c 2�! c N C ro pro ro a� p y d m t a� ro R P' w c 'T5 w } 2S� o R 4 N (A co Lb N 4 4 Q Q Q Q A LuLu lei 20'-4" 61-4" F V] 10'-1 1/8"PLT.HGT. y %Y N r !, c-4 N 10'-0" (CLG. o N a E rn � Mm ;! cu 7 0 [!] ti LOFT ✓... 26618 '•� F �'.c� ! j 2 m dQ 10'-0" CLG. J L N N OPEN 13'-3"X 12'-3" ° c"a) cm M HANDRAIL O % C c n m % In I I�Z Q 4 4n. a II II¢w I I I a0 q ; ; OPEN ; STUDY I I HANDRAIL I I19 10'-011 ICLG.82 3050 SH @ I I "' 6-0"X 14'-6" 96"AFF M W N i 5--Yl a 17 7.t 3050 SH @ 96"AFF /%W .�1 r l f! 18- (D q ' j (D En 4 9'-0" CLG. y �w.■ M M s ' BATH 3 2PKI.TY � CL M % � ,l,• ! �o 'r 9'-0" CLG. X 8' 10" 2668' Cn 5'911 I'-7y2" 10'-1111 % l Vwwwr♦ r Q TUB/ a j SHOWER BEDROOM 2 3050 SH @ 9'-0" CLG. 84"AFF is r 2'-Y fi'-1a1/2 1-1 rn 2668 10-8"X 9'-2" Cu '-4 r 2068 BEDROOM 3 2 PST. `C R/SI c 9'-0" CLG. , • r M 11'-0"X 9'-101, ✓ N % n _____ __R/5 --- _� -------- FUS 1 9'-1+1/8"PLT,HGT. s ' ! r i iV ,%/'. i ,✓fly 3050 SH Gla 3050 SH @ 84"AFF 84"AFF 3'4" 111-6" 41_41 4'-6Y64 2 2ZO'-N" E T( � o p 9 O TABULATIONAREA MAIN FLOOR PLAN 1256 SQ.FT. SECOND FLOOR PLAN 713 SQ.FT. ,JOB NO. 05-BI-0090 TOTAL A/C AREA 1969 SQ.FT. FRONT PORCH 162 SQ.FT. Abaco Key ■ LANAI 10+1 SQ.FT. GARAGE 469 SQ.FT. SHEET TITLE SHEET Framing a Floor Plan- MAIN FLOOR PLAN SCALE: 11/4"=11.011-�,-ol, SCALE: 1/4"=V-0"o" TOTAL AREA 2701 SQ.FT. - A2. (1� , . � E � cs ° Q � U 2a C N d pp Lli S CJ U C CD 4 9 9 c� Co co to N 9 o CD CD CD a w cn uj a� • CD _ v. .... � � CDco N ,\ f' I INp \ i > b 2 f 1 I 00w N ; I � l c c I w l i I! r If 4 a0 0— S oo J a � I r L._.. _..._. { MIDGE f rn i tijA `� I i :� II _ I RIDGE �._.._.... _. a.._.__.I ' a 00 � I 1 CN l 1 i I i i ' I I y II JI SLOPE SLOPE I �'9 8'iz 3 — } — - CRICKET i 4��11 1 SLOPE SLOPESLOPE 8:12 � I I I I ( I 0. N I I I + � I I I i assn Q j. C) ^ � M N ro N OD - E 0 T 4 LL Q. JOB NO. 05-61-0080 Roof Plan Abaco Bey SHEET TITLE SHEET SME: 1/4u-V_0u R001=LAYOUT L 4 ro a m•� y c ._._ N R � ARCHITECTURAL SHINGLES .n w It 7`�� SCALLOPS N v 7 0 __ __ _ _�.._ 7� `' ;" 1. .� .J{+•�, _ -- - 0w 9',18" PLT _ —6— l -xt i ' RIEZE(TYP) BOARD AND BATTON pw CD W�_r:::�..�.:___.___. �. .� � �� �,h ....---.""-.•--_-�- I ! � i I i f f � � I i { i ! � ', � � 0'-0" FIN. FLR. _ 9' 1 8" PLT GALVALUME N .__�........._. -...._....--__- —_ -. -.-..._.._. -_... ......-_...._..._.._..__..__.._..._..._..._........._._... _....- ._.... _ co N (TYP) - ALLUMINUM •�� o 12 BEAM TYP _...w __..._. _...._..... -- _...__..._ ..._._..... _....__..._.__.___...._._...__..._ ._.._ _...._._..__...._..._.----..._.____..._..._....._....__._._-.. LAP SIDING >a �e o.Q LL WELLINGTON TOP AND BOTTOM - - T C M1 LL 10"COLUMN(TYP) N - --- _ - - - 4"TRIM(TYP) a o co - - - - �> ui __...._.. p CO -- 8"BANDING ° a a 0'•0"FIN,FL I IL-1 I pl. 11 11 GRADE Front E - (D SCALE; 1/4"=1'-0" nSI..I.�. ARCHI'T'ECTURAL SHINGLES C\j__. -------.. _ _ _ ___.. _ _._:_ 4"FRIEZE -- -- ._...._..__.._..........__..._........... __ -- _............ N ---__—...._....._-__.,....-......___.._..._..._. _..._..__�.l_..—._....T. -_ _...—.__—.._..----- .._...—.__f._..._____.•-�..�V._ FIN. FLR. .._.._--_.._.._._.__.._..._._.._.._..._._.. _ .... .._.._- -- - ---- --- - - ---- - - -.._..._._.._.._.-- - ---- - -- _ ... - _ ....__._.--.._..._, _._...�.-..._-....._ ......_-.....__,....._.._- --..__._...__....._ ._...._......__......_.-.-...m.......__......__._...__. ....._......__....._ ...._....._ .....__.....__.....__....__._...-.... .....__...._.._......__. " PLTJ _......_ _...__ .. . ---.-_- ---------- - ----------- _....__...__.-._...._..-.. LAP SIDING � I l4 ai rQ 4"TRIM(TYP) .-----------------._. ._......._...-----__..__._--------------_..._...-_......_..__...._.....___....._._. __._..-_... °� ___... ....___... _...._ _..._ ....__..._._.___... _....___..__._.___._. --...___.. _..._-_ _...___...-__...___..._.__..____..w_..._.__... �_....-_.- --.--- - i M 8 BAND(TYP) _. _. _ ___ . ___ _ _ _. __..._.._.._.___ __ ... ..__._.... - _.._.._.- ........ ..._ _._.... ..- _ _. __ __ _.....__._. _ __._..__ _......... _. _ .. __._.... . ._........_.. _----------- 0'-0" co 0'0"FIN.FL _-- _.._.__.__.__. ---.__� .__._._...�_._._.___.__.__..�.__ _._._-• -_-_._-- . _._._.._ .-M.__._-- _-_._ _.._._ as� C GRADE'; � � � °Q"LL a • JOB NO. 05-61-0090 .Rightevai o n Abase Key SCALE: 1/4"-1'-0" SHEET TITLE SHEET FRONT&RIGHT ELEVATIONS A2.4 F2o nalwjuL I'AAco,- Q mm � 025 � ar 'r� a. o L7 } s O U @ C N Dso E- 'v so C9 0 F N U •N E E m q m' ' 6 vi U•N "moi'o cn ti '� •2a co m °� -�• c a `o a o 2 o � v U o- E 2 4 4 b 4 ARCHITECTURAL N q °� N - -.��.__-•---._. _._._-.----.----•_.__.---__._.-..._._.___�- _.-- —_-- -- SHINGLES -- --.--.-.___ .-_._�•_.__-- _-�..__.--_-_. ___ - ._-.�_.__.___- _._..____.__._�..-----._.___._rte__.__� _ ---------- _--._.._____-._....-__ __....._._.__._._--•- -•_-.__. - - ._.__.-.__ -__._._.._____-.._....__._-__-_.w___.__.._________.-_..____._._.-- _.._-..W_-. ------..__... ...-- __._.-._ __.------._. ____- ......_ _ 5 ___..__...-.._ __......_-._-.._�_-----._ .-..- _ .•-.__.__ SHINGLES . s ... Ag �z: -,-��t-.�=---. __-ter.. __-___._. _.._------_.--_. _-- �T-__..u. . ..._- .__---__ __-..._..__.•__. __----- -_-... 0'-0" FIN. FLR. - -- — _..._ -- -- - - _ -- __.._ .. - _ -- ._ ... - .. -- - __..----•-- _.. ---- - - _.__.._. g�Y1�$�� PLT - ti 7 9CN7 � N --_-.. __.._.-....... -. __.. _----__-__-_-.--•-------..__._ 10"COLUMN 0 � r o u BANDING V 0. 0_ ...._.......__.._..---- .._...-...----..._... $ 0'-0 FIN.FL GRADE Rear Elevation- SCALE: 1/4"=1'-0" ARCHITECTURAL SHINGLES Ah ___..-..----_._-....._- _..__..-.___._ _....__...___ ___._----• _-_ .__-.__ -. - 0'-0" FI LAP SIDING ..---•-- xx ____- _.._ ___. _---___--- __.-_._._..___.._._.__-__._._._ __._...___.------_._._...---.___._._-._..- - _-_.-_--•- 10"COLUMN ------ ._.. --_.._.. _._... - . .. T-' 4"TRIM(TYP) �w o $"BAND(TYP) 0'-0"FIN.FL -- - -. _.-._..__..-•- _ .......... _........------..--- ...... ............._..... ...._..__.- --..-._.. - _....-.._... _.-....--......-. ----••-------------------- .........._--------._...-_....-....... _........ --- a GRADE tiro .: CD Nrn m c c Oho 0_ LLa Left Elevatmion JOB NO. 05-131-0090 Abaco Key SCALE: 1/4"=l'-O" SHEET TITLE SHEET REAR&LEFI ELEVATIONS A2.5 2"5 A Yi 0 0 4 o � v � cw m m OR 'v 2 m p b �3 Ol .« p8� t -O C 0. U u �IOLL C U � v a E � R a o c) N (O 00 th N O — N 2 Q W uj co or L �A.l r* m r� - �� 0 <D N N N co N M q) o yy 0 011 m UE r� min J m � N k2 n j w z m p C 0 vmCL 1 CN I t I r7r...r II II I li I� I I LA ILJ; CN _..._ —�--J i 00 a t� ER u� !9 Buildinq Section SCALE: 1/4"=1'-0" r `�° IL � Q � N �6? 74fX" 4 N 6 E 0 � O d.. LL.U. ■ JOB NO. 05-Bi-0090 Abaco Key SHEET TITLE SHEET BUILDING SECTION A2.6 2y6 L r •c m c E .a ao L c 4 E qq"Q S -5 'W E v �.H �lL C E 4 9 R 4 b N (0 A In CV O N 4 4 b C7 W a L i C w 31^911 21-611 31-911 4 9'011 31-311 -' w CO MICRO _. - - - o ' HOOD `�-• �•`� -...= - _ . ... _...-- �.. ..:..,:_-:�-.:_�- - REMOVE AS NECESSARYr ,. FOR ELECTRICAL OUT C LET ' SINK @ 450 ANGLED @ N CABINET cy 40..5" ' 3911 REF. ° -r- SPACE v�• a SPACE _ o i I 0 2X4 (D - -_ - RANGE _.._ -- M =- = D W ' .- 44.5 KNEE WALL DETAIL (D �I�Orr zl_On (n 31.911 ^]1-611 31.911 - (D Sw.w Kitchen Cabinet Elevat■ onau SCALE: 1/2"=l`-0" (n 6 A� O A 0 0 .0 0 10 / W +1 r! V _1 1 O _ --_ _._ D + 1_or►qlry Ir LL 1Iw6 1 ZI 40m 2I-o11 11-611 11.611 100 21-o1► 4-) Bath 3 Cabinet Elevation Mastv^ r Ba? thCab4ine/t Elevation SCALE: 1/2°=1'-0° SCALE: 1/2"=1'-0" co 4 � N CID � M C •..: s O N �N�yy E Q 0. LL IL • JOB NO. 05-B1-0090 Abaco Key SHEET TITLE SHEET INTERIOR ELEVATIONS A2.7 2r7 L V 0 Paia�ke_ ;7 0 p m m 'Ncdam� `Q' d, � � ,a ,�.o•3 ion E E m a o c 8 Lu Ea Mill 0 0 0 0 c IL cp ui 9 w N Ntil 't H.B. 4 O q 4 W 220 � o w I i CA 1 i i CARPET TILE i rr WP .' '� ` •� i % .• i BTM @ 86" 1 \ CO j W j I LOW-VOLT � �Nd ® �• .. TOP @ 72 --------------------�-----Tr i ro M � so D C ZIr@ O b LL PIGTAIL G _____ __•____ 22W, L k.', --- -- I L _ � -0Q lll�/-/'STD. EYEBALL LIGHT j -- OUTLET @�}2ff � � � / I I r_____ i Q I ago � i ------ SEE A-- FLOOR OUNDATION G 1 �� / --- -- FOR LOCATION P MDC ® \ CARPET TILE a GFI { j i "I i GFI j F WP U) lj \ Ij 1 ---------�''----- 1---------- - lw (D GFT .-. k'' Cn M.B. .` •.` GFI •` i � i •� i � i . P GF \ \ 1 I 1 CN � •\ I 1 CN 1 I WPI: P i i ` • �I 0 i i ELEC. / PANEL i GFI -------------------------- LL U p � N ti 1:2 N � aLL0- j El JOB NO. 05-B1-0090 ectrnical Pl Abaco Key SCALE: 1/4"=V-0" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL El . 1 L F20 &Wae, opo e�� o — C7 m ca � m m P •S c •��.� E � Q5' a n o � 4C 'd s.de R)ry N E E A C all N CD CD 4] N C7 N 4 4 4 O 0 UJ fq D w L V l [rwJ V) w '".. pq cp N O N p CD11 c} m C, 0 0 � cq u, ti c � c m cn J m (� E2 V � � O �p N ai ` 'cf Q. CL = 1 (D (D r I r \ ` \ •� I I ` I I �• T?f / �• (D i • �� U) i GFT i / \ PH � ! TILE CARPET� i I � DDC -043A.—.* CN DDC V'Fmo i •� tDIDQ13 DDC I n7 -R +¢m � - tl E A L co g?; ij- M - � W C 1� P tq q 0 E ao � a JOB NO, 05-BI-0090Electr "ical Abaco Keir SCALE: 1/4"-1'-0" SHEET TITLE SHEET SECOND FLOOR ELECTRICAL E1 .2 L Z am P y . E0 C 79 G n s A E o Z5 g E c E co y n acr @ v> 'a Y3 � � = CLcu § C SLOPE 3/4"x12" AT GARAGE DOOR 1/2"x7"WEDGE ANCHOR 3 1/2"CONCRETE SLAB REINF. @ 32"O.C.w/2"x2"x1/8" w/6x6x10/10 W.W.M. 3 1/2"CONCRETE SLAB REINF. WASHERS @ 32"O.C, w/6x6x10%10 W.W.MCRETE �B REINF. EXPANSION JOINT w/6x6x10110 W.W,M. 3 1/2"CONCRETE SLAB REINF. w/6x6x10/10 W.W.M. 6 MILL POLY VAPOR BARRIER { I I I I ' ' ! 6 MILL POLY VAPOR BARRIER «'. COMPACTED EARTH 4 j i I'_ - !-' ' COMPACTED EARTH 6 MILL POLY VAPOR BARRIER --I. !-'f' 411 1 A . _r i 6 MILL POLY VAPOR BARRIER (2)#5 REBAR CONT. (2)#5 REBAR CONT. COMPACTED EARTH -._-- COMPACTED EARTH �,,,� .� --'•III---I �--1 ! L. ..I_...;-.::�1 , I�-�i_I-....,-�i._.._.'� 1'0" #5 REBAR CONT. #5 REBAR CONT. CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING THICKENED EDGE � GARAGE TURNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL 11 SCALE: 3 4"=1'-0" 1 ® SCALE: 3/4"=1'-0" 9 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" OVERLAP SLAB 1 1/2" HOLD HDR.BLK. NAIL ROOF SHEATHING TO OUTSIDE PER S`FRUCTURAL 1 1/2" ( ) IMPORTANT NOTE: FIBERGLASS SHINGLES REFER TO ROOF PLAN AND 1/2"x7"WEDGE ANCHOR TYP.SLAB OVER GO#FELT OVER 7/16" EAVE DETAILS ON SHT @ 32"O.C.w/2"x2"xci/8" EXP.JOINT ( , _.,.y_._i I _ OSB BOARD OR 15/32"PWD AD.2 FOR ROOF PITCHES WASHERS @ 32'O..C. SHEA fIHING. FOR ALL HOUSES __.__�. + f- I TYP SLAB AIR BAFFLE= BTW EA TRUSS 3 112"CONCRETE SLAB REINF. ---. - • I I ; - - _ I I i�_.-__ { . I ; I I ' :-` ! ! ' i ' ! MAIIN FAIN 1/2"MIN AIR STRAP FOR TRUSS 12 cf) Z w/Gx6x10/10 W.W.M. -.. I i , f I ' ._I ; :.._,!�_�----.,_I_,_�.- To VARIES � I I------- I s � � I i--•-- !..____.-__, , I I •--' ...i i I ! ! �-..-----. SPACE:FOR VENT / ANCHORAGE I I I ' 11= - --- ! -- - EE STRUCTURAL) ° ily ..�:I { il- I s - - --- - i i- I i I ^� I ! I-�----{ I , 1-''---f- !_•I j-� I- _ J I I 1 j I m- - .I .._V j j ( I• GALV METAL R-30 INSULATION AT CLG. L�_ ! i DRIP EDGE _ .' a .. 6 MILL POLY VAPOR BARRIER ON I TYPICAL FOUNDATION .... g ,_....__- .-i 1I , I !..• _ _ .II i ! -- Iii , _.: _ _W _ 7_1 _ a i 1 i--•-•--- . °, �COMPACTED EARTH ( I ' (.._i.! - I I TYPICAL FOUNDATION I � - _I ! {;w!(_, O 1._. .� '..'..� .. - -I i I WRAPPED 5/8"GYP. BD.CLG. - • � I 2 #5 REBfAR CONT, I I-- - I �_._..._, ( I.._., ._. � ' ---...! ' co --.._.._.; I ! ALUM..FASCIA 1 ; i !�_ -_I I e I._._._.__� ! 11------- I I I I.-��_�..._ I (._-_•:.::j ! I ._ I W I ; 1._.._ - I I ! I I• ---I I I 1 I OVER 2x8 :. : Iii PERFORATED f ; (..... 1 1 r !.'-- ' i ! ! _ _ _ r 1/2"GYPSUM BOARD VINYL,/ALUM. -_ -- I_i•--__ 1°�' _ :I ' � -•_-�:::. I I.__-I I I I. w I I -_•:I { _ 1 ` I I��.._. SOFFIIT 2x STUDS a 16"OC MIN#2 STUCCO FRIEZE SPF ! I i i_.-.-�N.i ;... , I I ! �.. I t_..•._... — , I I .._.-,_...._j 1 , I 1._ �. , ) I I—..__... I —1 11 i....�_y-' ! (---- •'--I I I I I___-._._- I i ' I _�..._ W� PROVIDE MID-WALL BLOCKING FLAT WISE @ JOINTS IN SHEATHING TN P.T. 2x PLATE 7/Y8"MIN. LIGHT s CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING TEEXT. STUCCO L DETAIL Fo ®�� ®�®� ®�C I� E®G E VIENEAT OVER TO PLYWOOD GLUED&SCREWED M1TL LATHE AND "r0 16"PRE-ENGINEERED FLOOR >s' CALE: V/APOR BARRIER TRUSSES OR T.J.I.JOISTS @ 24" (SEE FLOOR TRUSS ENGINEERING) e RIM JOIST BY TRUSS MANUF. co NAIL ROOF SHEATHING 1ST FLOOR TO - (SEE FLOOR TRUSS (PER STRUCTURAL) 12 IMPORTANT NOTE: 21ND FLOOR ENGINEERING) REFER TO ROOF PLAN AND EAVE S-TRAPPING PER /1 FIBERGLASS SHINGLES OVER VARIES DETAILS ON SHT AD.2 FOR ROOF STRUCTURAL 30#FELT OVER 7/16"OSB BOARD PITCHES FOR ALL HOUSES 1/2"CEILING BD OR 5/8"GYP. BD OR 15/32"PWD SHEATHING. 16" TYP O.H. STRAP FOR TRUSS ANCHORAGE(SEE P.T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTW EA TRUSS STRUCTURAL) &1/2"x 10'ANCHOR BOLTS AT 32'O.C. TO MAINTAIN 112"MIN W/2"x 2"x 1/8"WASHER AT EACH BOLT. AIR SPACE FOR VENT -R-30 INSULATION AT CLG. o TYPICAL ANCHOR GALV. METAL 1/2"CEILING BD OR 5/8"GYP. BD TYP SEMCO TPP4 AT 32" DRIP EDGE STOP EXTERIOR WRAPPED ALUM. p = FINISH 1" FASCIA OVER 2x8 rn BELOW 4"CONC SLAB W/6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER PROVIDE MID WALL BLOCKING FLAT Z FINISHED PERFORATED d �r TYPICAL SLAB CLEAN,WELL COMPACTED,TREATED FILL ¢ °- FLOOR VINYL/ALUM. SOFFIT WISE @JOINTS IN SHEATHING cr o N. LIGHT 0 0 TYP. VERT. LOPE ~_..� STUCCO FRIEZE o TEXT..IST000O z REINF. tI1I S I . 1 SxPFS)TUDS @ 16"OC(MIN#2 __ II GRADE I j _._.__-I 1 i 1 STORY: 2q X 10 CONC. FOOTING W/ � z 02 VENEER OVER 3. z (2)#S CONTINUOUS AND(1)#4 DOWEL MTL LATHE AND - CL-- P.T. PLATE w/ANCHOR ifl -; T_ ( I 1--- ( ! 1 _ PROVIDE MID-WALL BLOCKING FLAT o c�r VAPOR BARRIER r BOLTS PER o I........_-- -_._ __.__. , _.'.i..... { ;; -- -I ! - i IrcI ! - , i I AT CORNERS/OPENINGS AND 48"O.C. WISE @JOINTS IN SHEATHING o (• ¢ _.: ; I _. I._.._.._ I i I Oar STRUCTURAL TYPICAL FOUNDATION I I ` ! ' -OR-(1)#5 DOWEL AT CORNERS/OPNG'S 0 ..w_�_I I I I._....-I 1 __ -_---i ; I___...._-� ( ._...._-- ----- i O � TE SLAB WITH - - I I I I 2x STUDS @ 16"OC(MIN#2 SPF) ❑ �- 4"CONCRETE w I (__f_ III I I I.__.__... AND 96' BLOCK. C,cK D 1 #5 CONTINUOUS AT 6"x6°x10/10 W.W.F. TYP. (3000 - - ----..._.._.., •`------ -•---•- -- , __... HEADER LO cn Lu _.... _!_�_^�__;...__.._ I I..:__..�_'• z PSI. FIBER MESH OPTIONAL). � — -- _....III ..._....._._! , : 1---•---------- I I I - 5 CONT I (1)# ..__.w.. -.- ._- - I .,.�.._-; _--.._-._.��_-_�. ! I I____....._ I I � i I ' 7/8"MIN. LIGHT ,,, P.T. PLA`fE w/ANCHOR E30L-f5 PER � � ' --..' _' " „ TEXT. STUCCO P 2 STORY: 24 X 10 CONC. FOOTING W/ STRUCTURAL w SLOPE GRADE 3 #5 CONTINUOUS AND 1 #4 DOWEL ( ) ( ) VENEER OVER MTL LATHE AND , a ----- AT CORNERS/OPENINGS AND 48"O.C. ua AWAY ALL SIDES -- ; -- .,• - - 4"CONCRETE SLAB WITH 6"x6"x10/ip 4 ., r O O' O -OR-(1)#5 DOWEL AT CORNERS/OPNG S VAPOR BARRIER W.W.F. TYP. 3000 PSI. FIBER MESH ''' ,\� /\rte = - - ---— 6 MIL VAPOR BARRIER iI ( I ( rn \r\� \ \ � ,` \ AND 96"O.C.,AND(1)#5 CONTINUOUS AT OPTIONAL). ,�� .�__'_',�-I i------I..._ --------( ` ' ' 1 ; :..__.._ I-' -'-�-.I...__..f..i•i , HEADER BLOCK. (1)#5 CONT. 11 ' _ OP ' - ---- ! •.\�/ TYPICAL FOOTING MONOLI fhIIG ! � +------- I . � FOR SIZE& I I , I I I ! , i`;',! . ® �' \ �� SEE STRUCTURAL � -~W, T -- '-- (NOTE): BEND ALL DOWELS MINIMUM ,•..tire. \.` 717"1 POS i -I 12"AT TOP&BOTTOM, EMBED MINIMUM SLOPE GRADE AWAY ALL SIDES r j,�i;'%r`/ /� REINFORCING 6 INTO FOOTING. r1 7L-T-G-�G r,r,.\ 1 STORY 6 MIL VAPOR BARRIER TYPICAL FOOTING(MONOLITHIC OPT) SEE STRUCTURAL FOR SIZE& . r,.f r.� �• STEMWALL FOOTING STEMWALL FOOTING REINFORCING CURB DETAIL AT GARAGE TYPICAL FOOTING TYP 1 STORY WALL SECTION TYP 2 STONY WALL SECTION SHEET TITLE SHEET FOUNDATION SCALE: 3/4"=1'-0" 3 SCALE: 3/4"=1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" DETAILS AD 1 " L aWay- PRE-FAB CHIMNEY NO PENETRATIONS AT FIELD ' N O PENETRATIONS AT FIELD 'p , c� o 76 J,.. OF SADDLE FLASHING C -u GAP OF SADDLE FLASHING l: � � A s t Ag SIMPSON H _ ALUM. FLASHING13 5 ;� WOOD STUD WAIL SYSTEM _ j o N y g AT EACH JOINT WOOD STUD WALL SYSTEM �' a L `—° M TYPICAL 2"x4"BLOCKING (SEE C;EMENTITIOUS FINISH SYSTEM "-'` � _ .E S CRICKET ( CEMENTITIOUS FINISH SYSTEM o MANUF.SPECS. FOR _r , � �' CONTINUOUS WALL SHEATHING ~� � s F J w: 7/8"MIN SIDING OVER CHIMNEY MIN. DISTANCE) CONTINUOUS WALL SHEATHING � -��__,r _ MTL LATHE ~' CORROSION RESISTANT METAL SHEATHING CORROSION RESISTANT METAL EXTERIOR FINISH _� � O � SSCREED _ ¢ OVER 1/2"SHEATHING SCREED - CORROSION RESISTANT METAL = 5"x5"CONT. cr OR O.S.B. CORROSION RESISTANT METAL r 2K-BAR FLASHING W/SEALANT FLASHING 2X6s NAILED TO z 4 GALV. MTL. STUDS w/16d @ 6" � z b FLASHING 7/8"MIN STUCCO Z-BAR FLASHING W/SEALANT "' CORROSION RESISTANT METAL OC ¢ r OVER MTL LATHE TROP FLASHING CORROSION RESISTANT METAL *� STD ROOFING - ¢ BLOCKING MID POINT TRUSS TOP CHORD o cc z ''� @ PAN FLASHING - ROOF SHINGLES io WHEN CHIMNEY EXCEEDS err- ((D ROOF SHINGLES _ a , 6'-0" I N HT. _ " ' z SEE STRUCTURAL z � FROOF SHEATHING . � - f- J FOR HURRICANE o PROOF FRAMING 117 PRE-FAB CHIMNEY =� ROOF FRAMING �r- z , 1,MSN. =J z ANCHORAGE N O -_ z DETAILS "� 2.. _r ' n 0 1 - TRUSS 2"x4"STUDS @16"O/C. _-- BOTTOM TRUSS CHORD CHORD CRICKET GALV. MTL. FLASHING ''� 2 ` DB'L 2"x4"BLOCKING SIMPSON MTS12 @ EACH CORNER "M X. 2411 4- 16d EA SIDE, -- 1'4" MIN. �=.�; �J TYP CHIMNEY CHIMNEY ROOF - FLASHING ROOF - FLASHING 12 CHIMNEY( ATTACHMENT DETAIL CHIMNEY SECTION ROOF TO WALL ROOF TO WALL SCALE: 1 1/2"=1'-0" 11 SCALE: 1 1/2"=1'--0" O SCALE: 1 1/2"=1'--0" SCALE: 1 1/2"=1'-0" SECURE VALLEY FLASHING AT MAX.24"O.C. W/CLIPS PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED IMPORTANT NOTE: FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. REFER TO ROOF PLAN NO PENETRATIONS THROUGH VALLEY FLASHING. PER ROOF MATERIAL MANUFACTURER REQUIREMENTS 12 5 FOR PITCHES PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED RIDGE OR HIP RIDGE VARIES A D. Z --- - - PER ROOF MATERIAL MANUFACTURER REQUIREMENTS TYPE LINEAR VENT INSTALL AS PER I ALUM RAKE FASCIA �,` � 2x8 RAKE MANUFACTURERS WRAPPED IN ALUM CORROSION RESISTANT METAL TRIPLE RIB WRITTEN INSTRUCTIONS VALLEY FLASHING WITH 1"HIGH 'V'CRIMPS TYP ROOF CONST 2X4 OUTLOOKERS AT T__-- ------ -� SEE WALL SECTIONS / _._.__.._......__.- 24"O.C. REQUIRED CLEARANCE PER ROOF ROOF SHINGLES j MANUFACTURER REQUIREMENTS APPLIED TO ._._. ._...___-._ LINEAR RIDGE CAP �_ SEE 1-AD.1 FOR FASCIA& ROOF SHINGLES VENT SOFFIT NOTES&FINISHES ROOF SHEATHING 1___._..---- J- i ..__.-.-__..._._� ROOF FRAMING ROOF SHINGLES _ ROOF SHEATHING 101, ROOF FRAMING SIDING OVER 7/16"OSB MIN. 2 GABLE END TRUSS W/ { ALUM FASCIA OVER VERTICAL MEMBER @ 16"O.C. 3 FRIEZE WEAVE ROOFING UNDERLAYMENT PER A�$,M1N 4" MIN. µ A D. 2 ROOFING MFR'S I RECOMMENDATIONS W/ 36"WIDE 30#SWEAT SHEET '+ RIDGE GAP FOR VENTILATION ROOF - FLASHING ROOF - RIDGE LAP SIDING ROOF - VALLEY- R001FSCALE1 1/2"=1'-0" - RIDGE & HIP RIDGE VENT CORNER ELEVATION TYP RAKE DETAIL/ - 8" OH 7 SCALE: 11/2"=1'-0" 6 SCALE: 11/2"=V-0- 5� SCALE: 11 2"=1'-0" TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES 117RUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TrRUSS HEELS WHEN VARIOUS PITCHES INTERSECT EACH OTHER, SO FASCIAS INTERSECT EACH OTHER, SO FASCIAS INTERSECT EACH OTHER, SO FASCIAS IINTERSECT EACH OTHER, SO FASCIAS ALIGN w/CONSTANT OVERHANGS, SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS, SEE AIR BAFFLE /ALIGN W/CONSTANT OVERHANGS,SEE AIR BAFFLE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN LINE INDICATES ROOF AT LINE INDICATES ROOF AT LINE INDICATES ROOF AT 8:12 ROOF PITCH 7:12 ROOF PITCH 6:12 ROOF PITCH ALUMINUM 2'-8" ALUMINUM 2'-8" ALUMINUM GUTTERS 12 GUTTERS 12 ALUMINUM 12 GUTTERS 12 Y y/ r. �.�, ., GUTTERS R-30 INSULATION OVER LIVING SPACES -. R-30 INSULATION R-30 INSULATION OVER LIVING SPACES OVER LIVING SPACES >-< R-30 INSULATION OVER LIVING SPACES Ell HEADER AT WINDOW " HEADER AT WINDOW HEADER AT WINDOW AND DOOR OPENINGS '' -✓ _ AND DOOR OPENINGS "' AND DOOR OPENINGS I cr, SEE TYP. WALL SECTION FOR FASCIA,SOFFIT NOTES&FINISHES F.�```• �'��� `��•�. „SID NG OVER"CHANNEL TOP ` •., SEE TYP.WALIL SECTION FOR -: SEE TYP. WALL SECTION FOR ; ,, SEE TYP. WALL SECTION FOR LATHE AND VAPOR BARRIER -' FASCIA&SOFIFIT NOTES&FINISHES ; ,,' FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES C BM OR LINTEL(SEE STRUCTURAL) L •..� "J"CHANNEL STOP 6"BAND r-�---- ��� •.' "J"CHANNEL STUCCO STOP � '�: ,"J"CHANNEL STOP lei • 2"BAND SIDING OVER 7" LATHE ASIDING OVER ND VAPOR BARRIER SIDING OVER 7" LATHE AND VAPOR BARRIER �r "7- LATHE AND VAPOR BARRIER VARIES COL w/EXT FIN EAVE DETAIL - 6:12 PITCH SAVE DETAIL - 7:12 PITCH EAVE DETAIL - 6:12 PITCH EAVE DETAIL - 3 :12 PITCH SHEETTITLE SHEET ROOF DETAILS SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" r ®w V)0 �� 1a E 2 E 0 b ro w Ll4 O a (� 'N O •f-1..co O t� E 41/2" E CL 0 cm o � 8 $ 'tea �i id 3 � sa SIDING WALL SHEATHING j; TYP. WALL y l CONST. } �{ I SIDING -:,- OVER LATHE AND DOOR FELT-SEE WALL SECTION WAY 1/2"STARTER STRIP �. . " F.F �. l 2X4 STUDS CAP FLASHING _ ��� r • , 1x4 CORNER BOARDS I PLACEMENT BY co L --L-4---- DOOR WAYS " 1x8 PT TEXTURE FIN. ON FOUNDATION EXTERIOR TRIM DETAIL ELECTRICAL WATER BOAR® CORNER DETAIL SWITCH PLACEMENT" 1 SCALE: 1 1/2"=1'--0" O SCALE: 1 1/2"=1'--0" SCALE: 1 1/2"=1'-0" WALL 1., REAR WALL OR SIDE WALL MOUNTED; 1/2"CLG Bp OR 1 LAYER SIDE MOUNTED AT BACK SPLASHES,TYP. GYP. BOARD COUNTERTOP 5/8"GB w/6"BATT INSUL PER SUPPLIER ' 20"TO 25" ATTACHED TO BACK TYP 1900 J-BOX LIGHT SWITCHES, HORIZONTAL SINGLE (SEE STRUCTURAL) THERMOSTATS, COVER PLATE/OUTLET 2 LAYERS 1/2"PLYWOOD SPACER AND ALL OTHER R-11 BATT FINGER JOINTED ENVIRONMENTAL INSUL WOOD CASING CONTROLS 3/4"STOP KITCHEN TOP 1/2"x 12"H I I BOTH SIDES PWD ALL 4 2x— SIDESTRUSS ��, CHORD WOOD FRAME OUTLETS-PHONES OPTIONAL w. TYP 1900 J•BOX &TV's HORIZONTAL SINGLE R S WALL CAP OR COVER PLATE/OUTLET INSUL �d: TYP DOOR PER SCHEDULE BRKFST.TOP SEE FLR, PLAN c — ,N //�C\�, /� //��\ �, NO�NLOAD LOAD 3/4"STOP `r II�� II�� / il�� j CONDITION CONDITION BOTH SIDES GYP. BOARD v� O 2x— KITCHEN TOP w I I l FINGER JOINTED co ❑ 2x6 OR 2x4 WOOD CASING > t 1 FRAMING /\ �, i /`, .�- 1/2" DRYWALL N /-11��/-11 � . /-II N i 24"DEEP BASE Y, Z CABINETS 24" TYP FLR CONST 2 1/4" WD TYP DOOR PER SCHEDULE CASING WOOD FRAME FINISHED FLR FRAME TYPICAL (2)2x4s JAMB CABINET DOOR OUTLET MOWNTING HEIGHTS COUNTER DETAIL G ATTIC ACCESS - 22 �I /2°' X 4�" INT HEADS & JAMB SCALE: 1 1/2"=1'-0" SCALE: N.T.S. `� SCALE: 1 1/2"w1'�0" SCALE: 1 1/2"=l'-O" TEMPERED SHOWER EXTERIOR INTERIOR MARBLE CAP ENCLOSURE 4"CURB W/ SR ON SIDE MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 8" a. CLEAVAGE MEMBRANE DOOR VANITY 2BRUSH TYPE ALUM.THRESHOLD SET X4 WD. STUD @ 16"O.C. CONCRETE SLOPED FILL 2x STUD WALL WEATHERSTRIP IN FULL FLOOR SYSTEM SEALANT BED 1/2"MR. GYP BD. SHOWER DRAIN PAINTED FINISH OVERHEAD EXPANDABLE JOINT GARAGE DOOR FILLER,WHERE CERAMIC TILE APPLICABLE 7n = CERAMIC FLOOR TILE `a'Y C4 1 x6 WD DOOR STOP A SLOPE TO DRAIN (4)2x P.T. BUCK a a SLOPE n w'. TO DRAIN a d 1I"......_..-..-- " FINISH TRIM OR 4 �. BAND �. FLOOR SYSTEM FINISH CONC.WALK SEE STRUCTURAL DWGS CONC.SLAB& FOUNDATION r SEE STRUCTURAL DWGS, BATH BATH DOOR - OVERHEAD GARAGE DOOR SHOWER WALL VANITY SHOWER CURB DETAIL OVERHEAD GARAGE JAMB THRESHOLD EXTERIOR MISC. SHEET � n " " MISC.DETAILS SCALE: 1 1/2'#=l -0 3 SCALE: 1 1/2"4-0" SCALE. 1 1/2 =1 - 0 SCALE: 1 1/2 =1 -0 AD-3 L E o [ r i x L.. ro 1x4 CED 4 o cq �S � a c o �. 1-5/8"CROWN �i c o ' 2 10'ANGLE CUT � G � 2x6 FJ CEDER 2x6 FJ CEDER 6' 2x6 FJ CEDER 5" n $ 1x2"x2"CEDER 2x4 FJ CEDER 2x4 FJ CEDER 2x4 FJ CEDER r 50 ANGLE 5'ANGLE 50 ANGLE 311 311 311 4 4 2 2x4 PT SPLIT 2x4 PT SPLIT 2x4 PT SPLIT---- OPTION PLITOPTION 3 OPTION 2 OPTION 1 WINDOW TIM WINDOW TRIM G WINDOW TRAM 7 SCALE: 11/2"=1'--0" SCALE: 11/2"-1'-0" 5 SCALE: 11/2"=1'-0" 1 ,3 6"HARDI BOARD BAND 6"STUCCO BAND 6"HARDI BOARD BAND TOP OF COL TOP OF COL Top OF COL OR STUCCO C? 7__l I I o _1 r pll a., U C1 -811 INSTALLATION SEQUENCING: I I 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD 2 21 12"SQ TAPER TO 10" 21 I I ANS SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. II COLUMN 1'-2" S"SQ COLUMN 2' 12"SO COLUMN 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS(i.e. DOUBLE RUNGS)TO AVOID"BOWED OUT" -0" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. I I STUCCO 4. PLACE 11/4"SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN I I I THE OPENING ALLOWING A 1/4"GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. 2'4" WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. 2" I HARDIBOARD 2" 2" HARDIBOARD PAINTED I 5. INSTALL FASTENERS(STRAIGHT NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING PAINTED STUCCO BAND I I OR STUCCO AT THE MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM - OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. ( I 10"HARD[BOARD BAND OR STUCCO 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. co I 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 6"HARDIBOARD BASE I ( 6"HARDIBOARD BASE c? I OR STUCCO 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE r 1/2"SPACE 1/2"SPACE FOAM. THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. PORCH LINE PORCH LINE 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4"GAP AT SILL BETWEEN STACK STONE STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 10, CAULK GAP INSTALLED AND EN NDOW SQ STUCCO COLUMN I SQ STUCCO COLUMN OR OTHER EXTE�OREFINISHING MATERI AL WH CXH SU ROU DIS WINDOW). J-CHANNEL(OR BRICK FLASHING SEQUENCING: PORCH LINE 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2. SET WINDOW UNIT. SQ STONE ACCENT 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. COLUMN 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. 4x4 P.T. POST 4x4 P.T. POST 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. SEE FLOOR 4x4 P.T. POST SEE FLOOR PLAN FOR SEE FLOOR PLAN FOR NOTE: LOCATION PLAN FOR LOCATION SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. LOCATION ::��.--T `--==- -it SEE SPECIFICATIONS FOR MATERIAL TO BE USED. STONE FINISH iI�'•. �� �` = f STUCCO FINISH f 11 �• ( TRIM BELOW "PRIM BELOW ! 1 ; ( P.T.WD WRAPPED COLUMNS HARDIBOARD I II j I P.T.WD WRAPPED COLUMNS c� •I !1 PAINTED IMPORTANT: (PAINTED) iv I' I ,J I CI II ( ) IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN 2X4 STUDS I j 2X4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. 2X4 STUDS I DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE ACID MAY �— __ DESTROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOT BE UNDER WARRANTY 115" 2'-0" IF EXPOSED TO MURIATIC ACID. 2'-0" L DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. STUCCO COLUMN BASE SQ STONE ACCENT STUCCO COLUMN BASE ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW, COLUMN BASE STONE ACCENT COLUMN WINDOW SHEET TITLE SHEET PORCH COLUMN DETAIL ENTRY COLUMN DETAIL ENTRY COLUMN DETAIL TYP FLASHING DETAIL MISC.DETAILS (D SCALE: 1 1/2"=1'-0" (:3 SCALE: 1 1 2"4--0" 2 SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=1'--0" A D A 20 ,V)� �5 E ;n 0 `d E o `V •G '� e p � V (d NAIL W/11 - 10d � 'D COMMON IN THIS AREA. v $ $ VERIFY w/STRUCT. Q cm 44"MINIMUM �"' c9 °° O° ° NAILING NOT NEEDED IN THIS AREA UP TO 16" FLOOR SYSTEM SYP DOUBLE PLATE L e� o' NAIL W/11 - 10d r 3 =mayCOMMON IN THIS AREA. e VERIFY w/STRUCT. ° PROVIDE MINIMUM 1"END DISTANCE ° ° ° ° ° EQUAL NUMBER OF SPECIFIED ° NAILS IN EACH END STRUCTURAL TWO STORY STRAPPING 9 SCALE: 1 1/2"=1'--0" WOOD TOP RAIL HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN AS SELECTED BY OWNER&CONTRACTOR 38"IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 1 1/2"CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE 1 1/4" MIN. -2"MAX. 1 1/2"CLR, 1 1/4"-2" IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT, ~ HARDWOOD TOP RAIL I AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. z C7 a- y -7 STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL 11 w STUCCO W/CORROSION RESISTANT Lu w BUILDING DEPAfRTMENT APPROVAL REQUIREMENTS FOR METAL LATH OVER 15#FELT LL O WALL BRACKET THE PRODUCTS;THEY PROVIDE OR INSTALL. AT 4'-0" 2X FRAMING CARPET O.C.,MAX. THE HANDRAIL(CONSTRUCTION SHALL BE WOOD BASE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN 1p\- INTERIOR SUBFLOOR 2x BLK'G ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. �V11-�� 1/2"GB 5Q ELASTOMERIC DECKING O/PLYWOOD SHEATHING. GUARDRAILS SHALL.NOT BE 200 lbs 2–ITP� a: WRAP 6"UP WALL&ALL PE=NETRATIONS. g O LESS THAN 42" IIN HEIGHT. ANY DIRECTION INSTALL PER MANUFACTURER'S REQUIREMENTS. ANY LOCATION sl°Ps STAIR FRAMING °D c7 z OPEN RAILS SH)ALL HAVE INTERMEDIATE BAILS OR 0 AN ORNAMENTANL PATTERN SUCH THAT A 4" MIN � z 4"DIAMETER SPHERE CANNOT PASS THROUGH. O w SEE STRUCTURAL DRAWINGS FOR FRAMING 0 INFORMATION 5/$"TYPE"X"GB ¢ THE GUARDRAIL CONSTRUCTION SHALL BE M SPHERE � � MAY NOT PASS coM � a ENCLOSED USABLE a ABLE TO RESIST A LOAD OF 20 LBS PER THROUGH SPACES BENEATH STAIRS LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL OR AS REQUIRED BY CODE. 6•SPHERE MAY NOT PASS 2x4 STUDS @ 16"OC WALL MTD THROUGHTHE TRIANGULAR OPENINGS THIS DIAGRAM AT STAIR TREAID,RISER,& ILLUSTRATES THE BOTTOM SHALL.BE SUCH SPECIFIC REQUIREMENTS THAT A 6"DIAMETER OF THE BUILDING CODE SPHERE CANNOT PASS THROUGH. AND IS ONLY AN AID FOR BUILDING DESIGN AND IF CONSTRUCTION. STAIRS STAIRS STAIR DECD FLASHING DET IL GUARDRAIL _ WALL DETAIL HANDRAIL DETAIL uUARD AAL / HANDRAIL CODE DATA SCALE: 1 1/2»=1'-0" 7 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" 5 SCALE: 11 1/2"=1'-0" FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE EQ. TREADS 3/4" PLYWOOD TREADS 3/4"PLYWOOD TREADS SEE PLA �` 0 EQ.TREADS z < 2x FRAMING SEE PLA '� U a 3/4" ao a: GYP. BD. — z W TYPI z U ,It w C3LLI J TYP. 1 x10 SKIRT BOARD u� w 3/4 w TYP w w 5/8"PLYWOOD RISERS(TYP.) EXPANSION GAP S—� 2x12 NOTCHED STRINGER (3 STRINGERS MIN,AT 2��� 2x12 NOTCHED STRINGER GAP 2x12 STRINGER (TYP.) TYP EACH STAIR RUN) EXPANSION GAP �- 5/8"PLYWOOD RISERS (TYP.) 2y� 2x12 NOTCHED STRINGER SECURE NOTCHED STRINGER TO SILL 2x4 SPACER PLATE WITH FRAMING ANCHORS. SECURE PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLOWED BY CODE. (3)2X12 STRINGERS TYP. (3)2X12 STRINGERS TYP. L INSTALL 2X FIRE STOP AT MID SPAN OF STRINGER r (3)2X12 STRINGERS TYP. STAIRS STAIRS STAIRS STAIRS STRINGERa�DETAIL FLOOR STRINGER @ LANDINGSTRINER LANDING (T®P) SKIRT / WALL DETAIL SSH�DT MISC.DTDETAAILS SCALE: 1 1/2"=l'—O" SCALE: 1 1/2"=V-00 SCALE: 1 1/2"=l'—O" SCALE: 1 1/2"=1'-0" •`-' o �. �- to 651.0" 7-0" 7'-0" 20'-7" 0'0" 6'-5" i _ 1 x / 1171111,-------------- 80.1 0y2' I ! i } 1 f � ci W rn • '� w MM' $ f 0 . s o m II 4 p p O O n /.. ,^ 49M T_ rti nt ( ---'--- 8 > � SLOPE 1" � 0 � _..__-----------, i '' ' m m a m / C7 m ---------------- i W f / I 1 Uri rL_ _..._..__.____.._____ 5'-D" W tr = CL Q U SLOPE 1" l f � _J r ___- 77 1 f f Lr_ ____-�___ ____ �. co -----___-_-----f..__- ---- S r v ►4' f o I z Ff�---I �• r v= % rn I V3-10 • ' - i � i / _ l � ` � '� f v� .moi __.. Z ! SLOPE 2" PEI i W U C7 '+ 1 y •Y 'J C � � ....... —`- -w_�-_ til+ .A_7 0 N IZ177 77//.Z//'�')� 2 .- 1 ----------------------------------- -------------- 14 C"i A nx _ z 64P 4'-3" 5'-9" is D' w z3'-i' THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE OF 2000 PSF, 1F CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR PNDERSIGNED SHALL. BE NOTIFIED 'AND POSSIBLE FOOTING ` DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE 4) TO K IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. � Z CONCRETE FOUNDATION o FOUNDATION LEGEND 4 SCALE: 1/411=1'-O" (SEE SHEET No. S-4 FOR STRUCTURAL DETAIL) z 0 8"x8"x16" CMU STEM WALL w/. �� • .1. DIMENSIONS SHOWN WITH �....�J INDICATE PLUMB (1)#4 ROD VERTICAL ON 48" O.C.ING OR ELECTRICAL & HOOKED INTO 20"(W) x 1 p"(H) OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. CONC. FOOTER w/(2)#5 RODS CONT. � • IYPIf'AI �_ OUNDATfoN dErAlPA 20"(W) x 12"(H) THICKEN CONCRETE SLAB w/ (2)#5 RODS CONT. INTMIQR THICKEN $0 DETAILZ L m Q • - O CC 20"(W) x 12"(H) THICKEN •` ` \\ STEP DOWN CONCRETE SLAB ;a ' v'gr ' W/ (2)#5 RODS CONT. -W�•+ �� y �l JOB NUMBER INTERIOR STEP DOWN DErAl r SHEET NUMBER /it A r r 1 + , + T , 74' 281_7" 2'-7' 6'D' 2'-3' 3'9' 14'D 2'-1D" 51,2" _ x 0 i TABLE FOR SHEAR WALLS FRAMING 9 d (GROUND FLOOR) THE SHEAR WALLS TABLE W/AS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE I; p _. .._.._.y..._ . NOTED IN THE TABLE: A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS, (Z)4 Iz cZ) x 1z Wx lZ Z) Z (� B) GYPSUM BOARD TO STUD)S NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK • BOARD RESPECTIVELY. r 4 C) SOLE PLATE--COMCRETE ;SLAB ANCHORS SHALL BE 1/2"0 TI4135• W 5TE6l, Itoi�s PISTAIBdTED `q w.ouN bN �LIW 0� SR'eZ •-S. ASD Er&RxooTe%0 gws As Rcvol a" I Y TA60 .gaLow II 47 DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO. FLOOR :"P �- ! SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR-.SPACING a V, x A 7/1V' OSB SINGLE 601 12 60„ O.C. BLOCK W i � a k I . isoo� i b n N I I �, N w B 7/16 ” OSB 4" 12" 60" O.C. ..i a ; _ ( ) SINGLE / 0 w 1 0 114, _LT 11 y 1 \C.. ' i C 7/16 OSB (BLOCKED) SINGLE 3" / 12" 36" O.C. ** o � r- ' 6'U�I' _ 3-7 2 6,4, 2,,1„ 4'-1D' 3'-z�2" 3'-272" 0 = ADD EPDXY GROUTED BOLTS TO Tip K r Rr_n0.RQ'DsTO ACHIEVE REQUIRED BOLT SPACING, J __.............._._.. �Z n n v ¢ n rri ' ! 10'-6" 4 r' ADDITIONAL NOTES: k ... 15 \ '• sic r, 1) FOR LOCATIONS CLOUDED AS 1 INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE !-- BOLTED PER DETAIL "B" OF SHEET No. S-4. b I ,.... , r.. .:_. ...._._N _......_.._._......___.._ V, 2) FOR LOCATIONS CLOUDED AS @ , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED AT TOP AND. BOTTOM AS SHOWN ON DETAIL "A" ON SHEET No. S--4. CA 04 . 3 FOR LOCATIONS CLOUDED AS 3 ` \ ) SHALL BE STRAPPED PER DETAIL "N" ON SHEET No. S-4. "4 - l I 4) FOR LOCATIONS CLOUDED AS ¢ SHALL BE STRAPPED PER DETAIL C ON SHEET No. S-4. < I 404 zl-e I •� I N _ Lill 5) ALL EXTERIOR WALL OPEININGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER 5'-52" =• ? DETAIL "E" OF SHEET NO). S-4. r` •� 411 I I 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON 7c r i SCHEDULE "A" ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES ►�-°+ " - - ACTING SIMULTANEOUSLY WITH UPLIFT FORCES, tix � ��� � I ,y � 1 1 ti/ • O a v• � r _ W �� F� ;' ...,. 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED <- \ SAND CERTIFIED BY OTHERS. v 4'41' � 3 r PEI : 2'-3" SCHEDULE A I ti• \� `� �� ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATENil —� zx12 OIF BEARING WALLS (PRE-ENGINEERED FRAMING) . M I I s, Ui'ILIZING ALL THREAD STEEL RODS o TRUSS No. OR UPLIFT' TRUSS TO TOP Z DESIGNATION �k (lbs) PLATE OR TO STUD TOP PLATE TO FOOTINGS W • _ w ALL TRUSS ENDS 1/2"0 STEEL RODS SPACED AS 5ECCNL�) FLOOR FRAMING PLAN i EXCEPT ONES 0 - 600 H2.5A, "SIMPSON° CLIPS OUTLINED BELOW' SHOW .ON SHEEP No. S--3 GROUND- PL00=1-N. � �/f T ��-iT�,�j��L'ti.r�Zr .. ..._.� 3i '�iG`�rGS},��, 601 1200 (2) H2.5A, "SIMPSON" CLIPS 1/2" STEEC-RODS...SPACED..AS _._.... " SHOWN ON SHEET Na. S-3 USE ( ) Rows R 0� S L^ A Y 0 V T w OF 12d COMMON USE (2) ROWS L � �T� L NIA 1201 - 4750 (1) LSTA36, "SIMPSON HTTm ."SIMPSON", HOLDDOWN NAILS t� 12 O.C. OF 10d COMMON W STAGGER NAILS NAILS � 12" O.C. STRAPS - ON BOTH SIDES, `,, N id TYPICAL OF (3) 2" x 10" THRU (3) 2" x 12" TYPICAL OF, (2) 2" x 6" THRU (2) 2" x 12" SOLID SAWN LUMBER SOLID SAWN LUMBER (2) 1/4" A36 STEEL I FLITCH PLATES BEARING STUD REQUIREMENTS FOR BEAMS GIRDERS: : "K" DENOTES 'ICING STUD AND "J" DENOTES JACK STUD. " ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED 0 40 d USE E1(3) CROWS ' 1/2"0 A307 MACHINE WITH (1 )K+(2)Xs AT END SUPPORTS OR (2)K's ATOF " BOLTS w/ NUT AND INTERMEDIATE SUPPORTS LVL BEAM REQUIREMENTS ARE V NAILS ® 12 D.C. 2"� STEEL WASHERS STAGGER NAILS ® 12" O.C. SHOWN ON PLAN ABOVE AND DENOTED BY: #-K's Q w ON BOTH SIDES. t z (2) 1-3/4- PLY LVL (3) 1---3/4" PLY LVL (4) 1'3/4" PLY LVL (4) 1--3/4" PLY LVL I Q (2) 1/4- A36 STEEL I ,° U FLETCH PLATE ! MULTIPLE MEMf5E CONNECTION � TA f 5 z z NOT TO SCALE: � 0 BEARING STUDS REQUIREMENTS FOR BEAMS '/ GIRDERS: w� g �. c I ,, °a ��cE//9 \ JOB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. - •, , ; 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS ` PLUS 1 KING FOR DROP BEAMS. A• �:y ( ) � W SHEET NUMBER ; S--2 OF S-4 sig . . ,, -1� FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: o FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND PAVE 15/32" PWD SHEATHING. DETAILS ON-SHT AD-2 FOR ROOF PITCHES FOR ALL HOUSES AIR BAFFLE BTW EA TRUSS 3 TO MAINTAIN 1/2" MIN AIR 12 W SPACE FOR VENT • VARIES 4oft `s STRAP FOR TRUSS ANCHORAGE (SEE b SCHEDULE "A" ON SHEET No. S-2) E Y GALV• METAL O.H. s r' DRIP EDGE WRAPPED 5/8" GYP. BD. CLO. ALUM. FASCIA w OVER 2x8 N -"� "' PERFORATED LA VINYL/ ALUM. 1/2" GYPSUM BOARD SOFFIT f'n II STUCCO 2x STUDS 0 16" OC (MIN #2 4 FRIEZE SPF) 11 N LLj r ^� PROVIDE MID-WALL BLOCKING FLAT ,. " WISE @ JOINTS IN SHEATHING I - ------------- --- -� - ----- � q, air ry 7/8" MIN. LIGHT P.T. 2x PLATE V) � 5'9' r TEXT, STUCCO u VENEER OVER p _ MTL LATHE AND VAPOR BARRIER 3/4" PLYWOOD GLUED & SCREWED g-3;,.. TO 16 PRE--ENGINEERED FLOOR m p TRUSSES OR T.J.I. JOISTS 0 24" OC w W OAM (SEE FLOOR TRUSS ENGINEERING) C co IST FLOOR r0 RIM JOIST BY TRUSS MANUF. 2ND FLOOR (SEE FLOOR TRUSS ENGINEERING) STRAPPING PER Q' S1_9 '•7%z" to'-il%z" STRUCTURAL N 1/2" CEILING BD OR 5/8" GYP. BD f TYP 1/2"0 THREADED STEEL RODS 214" V-10/z" i'-i SPACED PER SHEET # S-3. ` ADDITIONAL EXP. BOLTS MAY z ' BE NEEDED PER SHEAR WALL00 a TABLE ON SHEET # S-2. 00 cn JA s 7/8' IN. LIGHT PROVIDE MID—WALL BLOCKING FLAT WISE 0 JOINTS IN SHEATHING CO ;' "N VENEER OVERa T M MTL LATHE AND 2x STUDS 0 16" OC (MIN #2 m � �• VAPOR BARRIER SPF) �" I Ams E P.T. PLATE w/ ANCHOR BOLTS PER �� a I°'"'"'"I 0 _ . • � � STRUCTURAL 2)Zxly Lo Pj N 4" CONCRETE SLAB WITH 6"x6"x10/10 W.W.F. TYP. (3000 PSI. N 0 FIBER MESH OPTIONAL). (1) # 4 ICG�1T. -- 00 SLOPIE GRADE -=- G�r AWAY ALL SIDES ti 6 MIL VAPOR BARRIER 3 ,�r�``�i.;•'.• " � r�.. #4 RODS VERT. ON 48" O.C. & AT CORNERS. I . VERT. RODS SHALL BE HOOKED 6 INTO 3'-4° 4'-�" % , f ;��' FOOTINGS BOTTOM AND 12" INTO SLAB ? 20"(w)x 10'"(H) CONCRETE \��' ;/ ® TOP. FOR HORIZ. REINFORCEMENT USE i - 1T' FF , + " �'�%4" F00 INC REINFORCED �,� '` '•!{,.>'.� '' 9 go. HORIZ. JOINT REINFORCEMENT SEE CVAIL "t?" 4 "K" ON SHEET No. S-•4 11 6 4'-4" `r ti:' : `��' ' ON 16" O.C. (MAX.) tSJ I�FLOOR TO FLOOR STRAPPING - W/(2)-#5 (RODS CONT. W OF THESE SHEAfWALLS. 20'-4" Z E''J T 'F. 2 �' 5TC� WALL F4 5ECOND F 6HEAF� lFLAN. SCALE: '-�-� II �� II 3CAL"r. 1/4 =i O IMPORTANT NOTE: REFER--TO-ROOF PLAN--AND--EAVE- DETAILS ON SHT AD-2 FOR ROOF FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES 300 FELT OVER 7/16" OSB 12 BOARD OR 15/32" PWD VAIRES SHEA',THING, 16" STRAP FOR TRUSS ANCHORAGE (SEE TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR AIR BAFFLE BTW EA SCHEDULE "A~ ON SHEET Na. 5-2) TRUSS TO MAINTAIN O.H. 1/2" MIN AIR SPACE THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING ' FOR 'VENT CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: GALVI METAL 1/2" CEILING BD OR 5/8" GYP. 4d° A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. DRIPS EDGE BD ' ' 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 4 1 -1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. PERFORATED a a VINYL/ ALUM. DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS SOFFIT -MOSS E-L , SEE STUCCO FRIEZE _ ROOF FRAMING PLAN SHEATHING DOUBLE SHEATHING NAIL SPACING 1/2"0 THREADED STEEL RODS � i �► 2pcs SIMPSONI�,'�A3C.,'SIM SONS a 7/16" OSB +� " SPACED IPER SHEET # S--3, WRSE��JOINTS IN SHEATHING NG FLAT x a. STRAPS FROM GIRDER P (BLOCKED) SINGLE 6 12 ADDITIONAL EXP. BOLTS MAY c+ �� BEND STRAP TRUSS TO SUPPORT STUDS BE NEEDED PER SHEAR WALL 2x STUDS 0 16" OC (MIN a _j OVER TRUSS " TABLE ON SHEET If S-2. #2 SPF) !jj ad c C _ AS NEEDED I 7/16" OSB SINGLE 4" / 12" -7/8" MIN. LIGHT P.T. PLATE W/ ANCHOR o o (BLOCKED) TEXT, STUCCO BOLTS PER °' a (Z) 2"x6" VENEER OVER STRUCTURAL i SPF #2 SUPPORT STUDS AT MTI, LATHE AND i GIRDER TRUSS BEARING, VAPOR BARRIER SEE PLAN 4 CONCRETE SLAB wlrH ADDITIONAL NOTES; 6"x6"x10 10 W.W.F. TYP. (1) # 4 CONT, (3000 PSI. FIBER MESH J 0 MATCHING STRAP BELOW OPTIONAL ,� _3 TO CREATE CONTINUOUS 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED SLOPE GRADE F -�• - F: LOAD PATH TO FOUNDATION " AWAY ALL SIDES i ~ 7E (11G5TA�G "glrn. Soti1" AT TOP AND BOTTOM AS SHOWN ON DETAIL F ON SHEET Na. S-4. l�f� � � P 6 MIL VAPOR BARRIER Q z 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, #4 RODS VERT. ON 48" Q.C. & AT CORNERS. I SIMPSON SPACED AT 32 O.C. AT BOTTOM AND ALSO APPLIED AT TOP ~ ``�� m Q + „ '• w •� " VERT. RODS SHALL BE HOOKED 6 INTO O C� CARD% ��Y�, PER DETAIL D ON SHEET No. S--4. WHERE SECOND FLOOR WALLS ARE .~ '/`f'/ti FOOTINGS Q BOTTOM AND 12" INTO SLAB SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF F.'IRST 20 (w)x 11O (W CONCRETE ® TOP. FOR WORIZ. REINFORCEMENT, USE FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL FOOTING REINFORCED 9 go. HO .C. JOINT REINFORCEMENT W/(2)—#5 RODS CONT. ON 16" O.C. (MAX.) "K" ON SHEET No. S-4. JOB NUMBER i STRAP ANCHOR FROM GIRDER TRUSS T%rf=. l - %5T0, fR%r WALL 5EC""�T� .,.�J N'., TO G l R9 CM►• P� 1.o t�J DETAIL `' ,. '� SHEET NUMBER I SCALE: NTS ., " —30F S-4 I •,wr ry • � K tet"., .act , II ... f • Ds i n Criteria ! 1. Live loads 1 Roof...........20#/Sq. Ft., Floor.........40#/Sq. Ft. 2. Wind Loads 1/2"0 THREADED STEEL RODS � • Three Second Gust Wind Velocity Per FDC-2001.........120 SPACED PER SHEET # S-2 I ADDITIONAL EXP. BOLTS MAY 1/1/2"0 THREADED STEEL RODS I I Mph, I (importance Factor)=1.0,Wind Exposure PER SHEET # S- Z I oExposure"C", Category"II" Building BE NEEDED PER SHEAR WALL' snip WALL ADDITIONAL EXP, BOLTS MAY. i:5 CCPi=(+)Or(-)0.55 ( Partially Enclosed Building) TABLE ON SHEET # s-2. #4 RODS CANT. I 6E NEEDED PER SHEAR WALL i ' " I TABLE ON SHEET # S-�2. I • 3 . Components 8. Cladding Design Pressures "** •_ 'b CONC. SLAB W/6xBx10/10 W,W.F. ofL FIBSRNtl:.5i4 EXPANSION JOINT Roof(Anywhere)= -65,4 Psf, • 14,9 Psf �. PREENGINEERED ROOF TRUSSES ( STUD WALL I RECESS SLAB 3/4"x 10" WIDE Walls : Zone"5" is within 4 ft. of corners,zone "4" is Anywhere Else �.- AT GARAGE DDDR ' GATOR NUT I I Zane Effective Wind Area (sq. ft.) Pressure ( psfl s MIL, V.B. OVER CLEAN, b j - - WELL COMPACTED TREATED FILL 6x6x10/10 W.W.F. 6x6x1D/10 W.W.F. O!t 4 10.0 45.7 -50.2 1 .^ j qR F15E{itn>� FIBE{CMasH , 3"x 3"x 1/8" �h 4 20.0 44.2 -47,2 STEEL WASHER y4 RODS VERT. ON 46" O.C. & AT CORNERS. I I i VERT. RODS SHALL BE HOOKED 6" INTO 4 50.0 42.8 -45.7 •a �7 . HURRICANE STRAPPING PER FOOTINGS 611 BOTTOM AND 12" INTO SLAB �� - _�!1'- Y�x ••,,• . •, -1�1_ � 4 100.0 39,8 -04.3 SCH. "A" ON SHEET 0 S-2 TqP PLATE 0 TOP. FOR HORIZ. REINFORCEMENT, USE I +z -� 1 r I �' I I 5 10.0 45.7 -57.5 5 20.0 1114,2 -54,5 * OF WALLS 9 ga. HORIZ. JOINT REINFORCEMENT •:"'.- '• (2)�-#5 CONT. HOOKED (2)-,y5 CONT, HOOKED ON 16 O.C. (MAX-) I :N & TIED AT CORNERS I " & TIED AT CORNERS ' L I MIN. 18 I "-••, MIN. 18" 5 50.0 42.8 -51.0 � •..• . ... � • .•,., — � ** 48" (MAX.) OR ''��' ;"'?'� n 5 100.0 39.$ -47,2 � � •. CONSULT ENGINEER ..: ;; .� f *** plus and minus signs indicate 1.acting toward and away from the building surfaces TURN DAWN SLAB DETAIL 1/2"+ti THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING 0 GARAGE 1) R 15 THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL ROD PER SHEET # S-3. REINFORCED W/(2)--#5 RODS CONT. I TURN DOWN SCAB DETAIL _ 0 QUIREMENTS OF THE AUTHORITIES HAVING JURISOICTiON OVER THIS TYPE OF EXCEPT � GARAGE CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE I WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER 6" TYPICAL, FOUNDATiON DETAIL I I 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR _ ___ I TO COMMENCING WORK. _ _. , . _.. — ^ _.. ^ _ W 7/16" OSB NAIL w/ CORNER DETAIL W 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ATFL INSERTS, ANCHORS, ANGLES, 8d COMMOM NAILS TO ILLJ � PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED By' STUDS PER SHEAR WALL (N.r.s,) . TABLE ON SHEET S-2. I 6x6x10/10 w.W.F. OR HoWme*1t 0 � C� ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. ¢ ;� 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR ;; • U REPRODUCED WTfWDUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. .e •. • :.;.• ,' I-~' 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"x6' SPF y2 ® 18" O.C. RIM JOIST OR BEAM L 5�f�3 fa to STRAP1--- ' SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK l - ' �. , i• j 1/2"d THREADED STEEL THREADED STEEL RODS SYSTEM TOP PLATES (2)--N5 RODS CONT }- OD EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ROD PER SHEET # S-3. co W M 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE FOUNDATIONS WRER DESIGNED INSTALLATION INSTRUCTIONS 2D z - FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING STEEL COUPLER CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. ' INTERIOR STEP DOWN DETAIL � LL, I-- 1) DETERMINE THE STARTING POINT AND MARK EITHER THE ' LLJ � _ FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR LSTAJ6, *SIMPSON". Q U Q V) 7 RIS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND STRAPS y 1 SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING SEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY DETAILS OF THIS SHEET, ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS I ERECTION. ARE USED. -`-' i CONSTRUCTION NOTES; EPDXY GROUT POST STRAPPING TOPSTRAPPING 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS S APP 0 TOP ins SHEET. (N.T.W (.RTS.) 1/2"d THREADED STEEL ROD SOLE PLATE SHALL BE ° 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHAD. HAVE A MIN. OF 3000 P51 ` 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED � " " I � ANCHORED TO SLAB W/ 1/2"0 � COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w 2500 PSI 1 PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURERS e x e qR 4"x 4' POST 2x4 STUDS THREADED ROD BOLTS SPACED / CONCRETE FOOTING / RE=COMMENDATIONS. MS'Torn"SITr1QSAN ® 16' O.C. PER SHEET # S-Z ADDITIONAL co CONCRETE. c�R EXP. BOLTS MAY BE NEEDED j 2) FOOTINGS SHALL BEAR BELOW DISTURBED do ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL ��� � ABU *SIMPSON' iOR 4) ALL THREADED STEEL RODS SHALL CONFORM TO THE POST ANCHOR 6x6x10/10 W.W.F. PER SHEAR WALL TABLE ON • UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. OR.Flti>rITj1l�Sll SHEET # S-2. w .:�'x DRILL 6" INTO CONCRETE r •' MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE ! BOTTOM OF THE FOOTING. �- BOLT RUN DETAIL TYP I 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, � POST STRAPPING 0 BOTTOM AN ORALE TO � BOTTOM �' �••• �' ' • - � ...�:. WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL PILI., THE BEARING QJ.r.� � . A (N.T.S.) (KTAW (2)--#5 RODS CONT, ` LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED �..J I PROCTOR MAXIMUM DRY DENSITf'(ASTM 01557) 20 --I a 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, POST STRAPPING ^A POST STRAPPING INTERIOR THICKENS 0 ! ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. N LAB DETAIL 5) ALL CONTINUOUS VERTICAL. AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE TOP & BOTTOM TOP & BOTTOM �I ► �"'� MISC. FOUNDATION DETAILS G 0 • LAP SPLICED A MIN, OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS ! OTHERWISE NOTED. I I 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT • ; FOOTINGS (TO MAIN REINFORCEMENT).....................3 mrhas SLAB ON GRADE.....................................................CENTERED H25A, *SIMPSON" H2.5A, "SIMPSON" ' 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR 191 ROOF TRIUSS CLIP (TYP) OR ROOF TRUSS CUP (TYP) OR ROOF TRUSS CLIP (TYP) OR SEE SCHEDULE 2. ' SEE SCHEDULE "A" SEE SCHEDULE "A" HEADERS PER SHT. # S-2 H2-5A. "SIMPSON" a O,0 CORNER BARS WITH 2'-0" LAP SFA( BE PROVIDED,' ON SHEET 1Y S-2 ON SHEET # 5--2 ON SHEET ;� S-2. GARAGE ODOR HEADER CLIP (TYP) OR !1 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT GA(TYP) ROOF TRUSS SEE SCHEDULE "A" { REINFORCING STEEL SUPPORT ITEMS WHICH BE ON'EXPOSED CONCRETE SURFACES ON SHEET # 5-2. hi SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL 9) ALL. REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAIUNG REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED ' OTHERWISE ON THE STRUCTURAL.DRAWINGS. 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS LSTA36, "SIMPSON", � � I•� FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE .� 1/2"d THREADED STEEL 1/2"m THREADT STEEL ,' STRAPS 209 x 24" LONG FOR BUILDING" ACI 301. CS20, "SIMPSON", ROD PER SHEET �► 5--1- ROD PER SHEET � S-•'2 � STRAPS, I TWISTED STRAPPING co F�-1 1) CONCRETE MASONARY UMTS SHALL. BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE SEE SHEET 5-2 FOR y OF STUDS. MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH SEE SHEET �! 5-2 OF 20(1D PSI ( F ' m = 1500 PSI ). FOR # OF STUDS. 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SGALL BE GALVANIZED TRUSS-TYPE WITH HTT22, "SIMPSON , KT7w�� , "SIMPSON", ; 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. HOWDOWN HOLpDOWN11 �A...,,� �y0' s CI�N(RETE SLAB 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL . ~' DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, SUPPORT GIRDER s• .'* ' ..•' _ . •• Y . ..4' '..�'�••.. 2] ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN, DESIGN VALUES: .a�i•�'.�.•,�,•,.•' � • EXTERIOR: WALL OPENINGS K EXTERIOR WALL* OPENINGS SAWN LUMBER LAM. VENEER LUMBER E DOOR JAMB Fb = 1,120 PSI Fb = 2,500 PSI STRAPPING 0 TOP & BOTTOM STRAPPING � TOP & BOTTOM EXCEPT AT EXTERIOR WALL OPENINGS F' B Fv = 90 P51 Fv = 285 PSI (N,T.S.) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING 0 TOP & BOTTOM ANCHORAGE 0 TOP & BOTTOM DETAIL "C" Fe = 565 PSI E 11900,000 PSI ON SHEET # S--2 OF THE DRAWINGS (N.T.S.) (N.T.S.) JAMB STRAPPING 0 TOP & BOTTOM Fc = 1,455 PSI N.T:S. E = 1,600,000 PSI, (N.7 S,) ( ) q 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS.(OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. 4) ALL WOOD' MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASpNARY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. 5) CONTRACTOR SHALL. PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SCHEDULE "C" ** I 20� C) APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT--DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING TOP PLATES H2,5A, "SIMPSON", CUPS (TYP) DR A-153-80, BLOCKING REQ'O. ROOF TRUSS NOT SEE SCHEDULE "A" ON SHT', # S•-.2 WALL PLATE HEIGHT STUD SIZE SPACING BETWEEN OUTRIGGERS SHOWN FOR CLARITY - .� S 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL . S' COMPLY WITH A.I.S.C. SPECIFICATIONS. 2X4 BLOCKING 0 SHEATHING JOINT 2x4 OUTRIGGER FASTENING SUBJECT TO MOiTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A--153-80. 8'-0" THRU 9'-10" 2x4 16" 4" FROM OABLE END 0 48" D.C. /-HURRICANE CLIP H-2.5 a .ra 7/16" STRUCTURAL ROOF SHEATHING U—HANGER OR EQUAL q 48" O.C. CONT, 2x4 SCAB FROM TOP 70 ;�• BOTTOM CHORD TO SERVE AS NAILER 7) SOLID BLOCK ALL JDiST AND RAFTERS AT POINT OF SUPPORT. 10'-0' THRU 14'-0" 2x8 16" 2x4 BARGE RAFTER CONT. FOR X—BRACING O 8' O.C. ` VIP` PROVIDE CUP FOR 400 Lbs SHINGLE STRIP BOTTOM CHORD OF COMMON OF LATERAL SHEAR ... 8 GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 14'-1" THRU 18'-6" 2x8 16" i TRUSSES O 24' O.0 �.� � INSTEAD OF SYP #2. i FASCIA ( BOTTOM CHORD OF CABLE ; SPH, "SIMPSON", STRAPS 19'-a" THRU 22'—Q" 2X8 12" I I 12d NAILS O 8' D.C. "� END TRUSS 32" Q.C. 2x4 X-BRACING " E 2x10 12" L O tY-0' D.G. `-TOP CHORD OF GABLE END {3) 12d NAI � ,i' L j I TRUSS DROP 3-1/2" I DOUBLE r0a PLATE _ *** THE PLATE: HEIGHT REPRESENTS THE VERTICAL 2xa SCAB CONT. TOP To I I I 2'-0' t UNINTERRUPYED SPAN LENGHT OF THE STUD. BOTTOM CHORD O 8. ft. I FROM GABLE I I OPENING ' SCHEDULE "B" -- MISCELLANEOUS FASTENING SCHEDULE IF HpRIZ, CONTINUOUS BRACE CAPABLE OF TRANSFERING LATERAL LOADS TO SHEAR WALLS 1 DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE I CONT 2x4 SCAB FROM TDP TO 1 0 CONNECTION FASTENER NUMBER OR SPACING I BOTTOM CHORD O X—BRACING 2x4 BLOCKING 0 48' O.C. BETWEEN( LSTA36, "SIMPSON", DOES NOT APPLY. 2x4 SCAB IF VERT I I (PROVIDE ADDITIONAL 2x4's AT CABLE END TRUSS AND FIRST SPACE 0 32" O.C. J� 44 M•✓ TOP OR SOLE PLATE TO STUB, END NAIL t 6d COMMON 2 riE8 IS NOT PRESENT I VERTICAL IF HIGHER THAN 48" COMMON TRUSS (MAX.) x,31 6"� STUD E SOLE PLATE, TOE NAIL Sd COMMON I I TO FORM AN 'L' SHAPE) b CONT, 2x4x8' 2 SYP. LATERAL DOUBLE STUDS, FACE NAIL tOd COMMON 2b" O.C. (al ted NAILS (TYP) I L I 1 T` BRACE 48�D.0 DOUBLE TOP PLATES, FACE NAIL iOd COMMON A X BRAGYNO I 1 I BOTTOM CHORD OF 16" O.C. CABLE END TRUSS (3) 12d NAILS J ' TDP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2--16d OR 3-•lOd COMMON n �� I I .� H CONTINUOUS HEADER, TWO PIECES 16d COMMON 16 D.C. ALONG EA. EDGE SCHEDULE. D (2)-2x4 TOP PLATE SHOE PLATE F- CONT. 2x4xe' 12 SYP ISOMETRIC ViEW F-• FRAMING SCHIEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS LATERAL BRACE O 48" O.C. HOWING LATERAL BRACE TO PLYWOOD & PARTICLEBOARD SHEATHING: (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) 2xa STUDS ® te' O.C. lij " NAILED OSB ON 1st. 2x4 BLOCKING ® 48' O.C. GABLE END TRUSS Z ROOF - 7/16 OR GREATER 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FEET NAILED S1 ON z" BETWEEN CABLE & FIRST TRUSS -PLATFORM 'FRAMING- SUPPORT BEAM OR Z " D.C. INTERMEDIATE CUP O 48" D.C., CLIP MUST GIRDER PER SHEET # S-2 $'" n r • r " , " PROVIDE A MIN. 400 (Ere OF SHEAR, ¢ Y_ UP TO 3'-•D" 3--1 THRU 6-0 6--) THRU 1D-•0 WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & * CI_ LINTEL * (3)-2x8's (3)-2x10's (3)-2x12's �, O C7 12" O.C. INTERMEDIATE PLATFORM FRAMING H FLOOR -• 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & JAMB ** U)SE TWO (2) STUDS OF THE SAME SIZE'AS THESE OF THE WALL BEING CONSIDERED GABLE END DETAIL J. 12" Q.C. INTERMEDIATE adTx7 L * = TWO (2) (PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF D r'- ��:S • aB NUMBER THE THREE (3) PLATES MENTIONED ABOVE. STUD TO STUD STRAPPING 4,1 C E A/�,`t• ,<<� .'r * = OR SEE SHEAR WALL TABLES ON SHEET S-2 & S--3, UNNURRACED LENGTH OF X-BRACING MAY . L , NOT EXCEED ., DD IF LENGTHASC DOES (N.T S..) ** = STUDS SHIALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. NOTEXCEED 1 AfL.DDITIONAL SCAB E RED'D. - ' ' l . SHEET NUMBER , s '• VO S-4 of s--4 l