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Beach Avenue 2102 - 2104 O I 0 Fy I o I o C) rApt SIMILAR AA 1,2. D0 A3 N89°50 '00 'E 90. 03 ' �3 ►.� �n 11'-2 1/4" 22-0 1/2' v n I _ 5-8 3/8" i l 5'-51/8" 31-61/2" `n 14'_3° 4'-3" � I w Lu I I Xs z X 0 L Wp O I I OV I Vl wry ruLu BEDRM4L Ll BEDRM4 uju � I p p I GARAGE 2 SPACES 8' GK WALL FULL HT. GARAGE 2 SPACES AND WIDTH OF 5TRWTLAZE I STUD WALLS AND CEILING OF I GARAGE FIN15HED WITH 1/2" WR 6YP5UM WALL BOARD I Q) I4 V 2/6G/O 2/6 IGIOor ry 0 I 261 I I BLT-IN 26 ~- v Lo (HANG I ' O CLO CLO I r- WEATHER 5TRIPPEO, METAL INSULATED DOOR AT GARAGELo o 17 F, I PR28 2/8 BLT-I N 2/8 12/6 I QPA CLO � _ 1111 2/6- 21 5'-I" 4'-3 1/21. 28 FOYER � 26 BATH 4 � PR2 O � _� `�) o 3/0 LT-IN BL7�1 / 3/0 FOYERJ UP 15R m P ISR I II PR20 %SHWR ;: SHWR a�Il ' CLC BATH 4 BATH 12/5 I I� . . ml 15 y 4 CLO EL CLO X. 28 4'-11' 5'-6" 4'-1" 3'-6 1/811 3'-1" 3'-6 10" 2'-8 I/811 � I'-il 5/8" � 33'-2 3/4" 20'-O" " 20'-0" I 4 CITY OF P I c POW, LAP S .R 0 2 200 gy; 20. 86 S89050 '019 W 83. 92 ! GENERAL NK"E UNLESS NOTED OTHER DIMENSIONS ' �' I AND NOTES SHOWN FOR RIGHT (EAST) REVP BED RM. + G 2 5 �oOA SIDE OF DUPLEX ARE COMMON FOR a UPDA ED >- 1 a2`7 ( Ist ) � � � �� LEFT (WEST) SIDE OF PROPOSED No. RevisionT ,�I� Date qtr �� TIAnl1� ..pqp{ DUPLEX. WHERE IN DOUBT VERIFY Michael G. C7IGI55 Prop ct tMana ement . f�»fi�fn� 1 9 -.�. � 7t1CJ Zt i tF > 1/4 = �I-�Iq WITH DESIGNER ENGINEER Designs 1159 Gail Drive Atlanta, Georggia 30319 (404) 634-9J93 NOTEE -- ALL I NTE- I aft,' NON-LOAD E3E-AR I NCS 1NALL5 7'H 15 LE\/f=-L 2x4'5 16 " GTfZ5. PROJECT SEE- LA,NOSC-AFE AFZGHITE-GT'5 FLAN5 FOI`Z L"71z1VE5, 1NALK5, FAVIN05, ETC. GOLLIN5 1E51DEENGF=- ATLANTIC BEACH TITLE TE=-RRAGlw LE=-\/E=-L PLAN TH I S STRUCTURE- TO 8E=- SPR I NKL.E-REn DNO. NO. THi:;,?OUC-.r,,HC-)UT IN 1N I TH A 20 h Street THS i��OU i fiZ�1v1�NT5 OF NFi�,4 15E;>n DATA 5/4/01 SGALE 2,102- -)-(04 n ad% q �� CC NOT SCALE CHECK ALL DIMENSIONS ON SITE MICHAEL C. C145S © 2001 VERIFY/ALIGN INT. DOORS ALIGN FROM ELEVATOR WALL (BELON V-0" N1T5 EQ. EQ. �r NOTE 36" VENTLE55 _ 36" VENTLE55 VERIFY W OWNER GANTILEVER 150K)=RN F/P - +0� �s _ DEGK DEPTH. 15OKERN F/f' _ OBTAIN NG N)<>r R CONFIRMATION So c� / �� STUD S UDY �6 s _ / OF 5TRUGTURAL REQUIREMENTS FR30 S C) FR30 DECK N 2/8 PICT 2/8 KT 5TUD WALL N - DECK GRT. 3� cS PRIG - RI6 I GFT. RM. PAN PAN 3'-4 3/4" -10 1/2" — U FR30 S 24 24 �0 u� FR30 m 4 SOC 50F ry 6SX1� SX86 8P XI2 F MGLO CLO o 21X28 e l 1 WET B u, 1 I U-) I (Y WET BAR 2/8 G/0 2/4 /4 2/8 /O 3141 1 1/2 NR. Rt --�I1 DOOR,FRAME AND 3/ 3/0 1 1/2 HR. RATED HARDk^ARE DOOR, FRAME D 0 HARDWARE o FR30C7 D/0 ( G I FR50 -o L ,7 -� o _ REF REF 8" 01J WALL FULL HT. AND IDT H OF 5TRUGTURE ON HALF WALL 00 KITCHEN KITCHEN O o (05 i Io 3/0 dJ DN16R E /W /W V J _ l 1 VERIFY FROM 5EGOND FLR UFFER C 3rd LEVEL PLAN KITCN :N5 NOT - VERIFY FIXTU E AND APPLIANCE 2 1/411 � 11-0i1 L,OCATION5 / TYPE5 W/ OWNER(5) VERIFY TUB 4'-10 1/2" 6'-10 3/8" 3'-7 1/2" 3'-0 1/411 13'-O 1/4" 5-8 1/2j1 � EQ J. TUB STEAM STEAM TUB / SFiWR 30X60 0 20 FRI 30X60 NOTE CD I \ 20 — FR14 CLO 1 Q SHWR E VERIFY /G M/ CLO r 20 FK \�� r PKT 20/ q I/20 20 I ED M. BATH M. BATH Q 0 a �? 24 HVAC 24 m I 2-HWH FRAME L 55 cl- F MELE55 DHHGLA55 1� L 55 ENGL. eT HVAC /G SEAT SEAT M/ PR14 FRI4 � 3/O (�iTEAM UNIT) (STEAM UNIT) 3/0 I � p FR30BED RM 2 2-R 16 GLO CLO 2-PR 16 2/8 2/8 BED RM 2 FR30 U — PKT— --PICT 13F = _ I LAUN 1 28 LAU '— 28 5' S/ap 31 GENERAL NOTE onFEH aLLX[79 Eo 2/5 G/O 2 G/O aye Nunn UNLESS NOTED OTHER DIMENSIONS AND NOTES SHOWN FOR RIGHT (EAST) 4, �, �; SIDE OF DUPLEX ARE COMMON FOR o LEFT (WEST) SIDE OF PROPOSED 28 28 EQ l0'-6" Ea DUPLEX. WHERE IN DOUBT VERIFY \ UP 16R GALLERY 8" G U WALL FULL H7. 11 GALLERY laTWOFo -5-� DN_ 3,_a" WITH DESIGNER / ENGINEER MASTER MASTER 3/0 -1 m 3/0 UP i X - pLJ LLJm G REVISED M. E3ATH (LEFT) 2/8 E3 REV'S ® MASTER BATH 1/8 LEY ELE A UPDATED 10/2-7 ON 15RFI1 1 No. Revl5lon Date PR30 FR30 Michael G. GIa55 Architecture aagement Designs 1159 Gail Drive Atlant 404)a, Georgia 30319 ( 634--9993 41- 3/8" 151-41/211 PRC7,JEGT LOLL I NS RES 1 DENGE VERIFY FROM FIRST ATLANTIC BEACH C 2nd LEVEL PLAN A2u I u TITLE 1/4 = 11-0 MANN 4 UFFER L\/Ls DWG. NO. THIS STRUG-fT"URE- TO BE- SSR I NKLE=-RE-D A 2 THROU6oHOU7F IN AGGORL7ANGE- Vel I TH DATE 5/4/01 SGALE THEE REaU I RE-MEENTS OF Nf=PA 1517 DO NOT SCALE CHECK ALL DIMENSIONS ON SITE MICHAEL C. GLASS © !E 'v" _. V 7L a. cv l PREFINI5HED 5TANDIN6 5E METAL ROOF (TYPJ 'IV AN)PREFINI5HED rM*ERAILIN 5TANDING 5EAM METAL ROOF GEDAR 5HIN6LE5 (TYP) PREFINISHED METAL LOUVRED 5HUTTER5 (TYP) ROOF FLAN — --T — ,43 1/8" - 11.011 DIAGRAMMATIC ONLY - READ WITH 5TRUCTRAL AND TRU55 MFG'S FLANS ORATIVE BR GKET (TYP) 24" Ll I GUT FROM 6x8 a 18 FT. WIDE 5ECTIONAL OVERHEAD WE5TELEVATION E ELEVATION DOOR w/APPLIED FAGING /TRIM5 ,43 1/49 = 11-011 A3 1/4° - 11-011 LAMINATE FROM GUT 2x12(OR 51M)RONDO READ WITH TYPICAL NOTES EA5T ELEVATION AND SAND GUT 51AFAGES GUT FROM 4x6 It 12 q 1/2" STANDING SEAM m 4 R30 FOAMED TYPE FRAMED ATTIC---� METAL ROOF �. 5/8" 4 PLY � 51DE DECKING UNDER- 5/5" f3R/4G<ET DET. ENG 0 55E 311 = 11_0II NOTE - REF. 5TRUCT'L R3O BATT STRUCTURAL TRAY GEILING DETAIL. ADJU5T DET. INSULATION BEAM (SEE A2 - UPPER FLOOR) HT. A5 NECE55ARY AND PITCH 50 A5 C NOT TO EXCEED UPPER ( ("d ) LEVEL 35 FT. O/A HEIGHT OF STRUCTURE NOTE _ GY12GRETE RLAYMENT THI5 LEVEL O x FROM 145 FT. DATUM 0 �RIq INSULATION TYP. AT 2x6 EXTERIOR 5TUD WALL5 5EE' PLANS FOR PARTITION LOGATION5 s 1 MAIN C 2nd � LEVEL GENERAL NOTE 5ECTION GREAT Roots UNLESS NOTED OTHER DIMENSIONS AND NOTES SHOWN FOR RIGHT (EAST) �3 1/4" = 1'-0" SIDE OF DUPLEX ARE COMMON FOR READ WITH SECTION A-A T15 SHEET = LEFT (WEST) SIDE OF PROPOSED DUPLEX. WHERE IN DOUBT VERIFY 5-WE) WALL5AND GEILING OF WITH DESIGNER / ENGINEER 2" THK. R5 RIGID GARAGE FINI5HED WITH 1/2" IN5ULATION TYP. WR (5YP5UM WALL BOARD AT CMU WALL5 A UPDATED 10/2-7 Q TERF;ACE( Ist ) LEVEL No. Rev151on Dade INTERIOR BRNG. WALLS AT TERRACE LEVEL ARE 2x6'5 0 16" CTR5. TYP. Michael G. &1055 Architecture Project Management V EL 145 De5ign5 1159 Gail Atlpnta, Georgges 30319 `d (4 04) 634 Drive9893 FROJEGT 4 • '' COLLINS RSI DENGE ^TL4NTIG 5E^0H 5ECTION A- A TITLE E^5T AND ,WEST A3 1/4' = 1'-0" E-L E-V'5 / 5E-GTIoN DIAGRAMMATIC ONLY - READ WITH 5TRUCTRAL AND ARCHITECTURAL DETAIL INFORMATION DING. NO. A 3 DATE 5/4/01 5GALE 00 NOT SCALE CHECK ALL DIMENSIONS ON WE MICHAEL C. GLASS © 2001 (C) . GMU kLL FUI L HT. ND WI 0Z OF 5 -- L-\-A Z--j LA LLAL LL==j F NORTH ELEVATION 1/4" = 11-011 /AA-- 51MILAR A3 FIX jall GW F LH / ND WI OF 5 RllG / j i i i GENERAL NOTE UNLESS NOTED OTHER DIMENSIONS AND NOTES SHOWN FOR RIGHT (EAST) SIDE OF DUPLEX ARE COMMON FOR LEFT (WEST) SIDE OF PROPOSED DUPLEX. WHERE IN DOUBT VERIFY / WITH DESIGNER / ENGINEER sills Ill — — j/ 5 REV'D WINDOWS TERR 10/27 BED RM / M. BATH A UPDATED 10/27 j No. Revielon Date 11111 Michael G. GI055 project tManagement De5ign5 1159 Gail Drive — (404) Atlanta 634 AI 9330319 _ PROJEGT 5OUTH ELEVATION LOLLIN5 RE51DENCE ATLANTIC BEACH 1/4 11 C 1 1-0 -011 ffLL// TITLE NORTH AND SOUTH E=LE-EVAT I ONS THIS STRUCTURE TO E3E 5PR I N<LEf;:ED DWG. NO. THROUGHOUT IN AGGORL7ANGE Pq I TH A 4 THE REaIJ I FUEMENT5 OF Nf:=PA 13D DATE 5/4/01 SCALE DO NOT SCALE CHECK ALL DIMENSIONS ON SRE MICHAEL C. GL4SS © 2001 h DESIGN. CRITERIA REVISIONS BY SLAB ON GRADE, a ` 8" OMtJ WALL -w,/ 1 5 8" CMU .WALL w� 1#5 SEE PLAN 2— S CONTINUOUS DESIGN IN ACCORDANCE WITH- MQUIREMENTS OF THE 1994 STANDARD BUILDING CODE. Q 11/07/g1 CCK VERTICAL IN CONCRETE VERTICAL IN' 'CONCRETE SLAB ON GRADE, # WIND LOAD DESIGN PER SECTION 1606.2 FILLED CELL CSD 48" O.C. FILLED CELL 0 48" O.C. SEE PLAN cl- k-�- -�---x� _°. X a ¢ a LIVE LOADS: ¢ ROOF & CANOPIES 20 PSF 1—#5 CONT. J a ° x . . .x a.a x o -� co U) FLOORS 40 PSF 1. �' x' k BALCONIES 60 PSF CONC. SLAB N N 10"X20" THICKENED SLAB ON GRAIDE ON GRADE, SLAB W/ 2—#5 CONT - ALLOWABLE UNIT STRESSES SEE PLAN EL. +0'-0" SEE PLAN EL. +0'_0" 1'_g" 1'-0" CONCRETE: (PER ACI 318) x x X x 8" CMU STEM WALL W/ 4 �--�-x ° X x °x STRUCTURALPSTEEL:ER 1 PER RISC s #5 DOWEL W/ STD HOOK. ° E TI O N 3 S E C TI O N 5 ( )) SPACE TO MATCH WALL CONCRETE: - " SCALE: 3/4" -- 1'-0" S-1 SCALE: 3/4" = 1'-0" S--1 SLAB ON GRADE f'c = 3000 PSI 11- -I I I�I I I-II REINFORCING AND ® 48 1�#5 CONTINUOUS _ O.C..GROUT ALL CELLS CMU CONCRETE GROUT f'c = 3000 PSI I ;III---III SOLID BELOW GRADE 8" CMU STEM WALL W/ "/4" DEEP SAWCUT w SLAB ON GRADE, ' 12"x24" CONTINUOUS --� 12"x32" CONTINUOUS SLAB ON GRADE, / MASONRY f m=1500 PSI CONCRETE FOOTING, CONCRETE FOOTING, #5 DOWEL W/ STD HOOK. SEE PLAN ELASTOMERIC SEALANT SEE PLAN REINFORCMENT ASTM A615 - GRADE 60 SEE PLAN AND FOOTING o SEE PLAN AND FOOTING o SPACE TO MATCH WALL�� STEEL BOLTS ASTM A325 SCHEDULE _1 SCHEDULE wl REINFORCING AND CSA 48 —4 A v • c� r- O.C..GROUT ALL CELLS �'� TUBE STEEL COLUMNS ASTM A4fi SOLID BELOW GRADE ° „ x x x ALL OTHER STEEL ASTM A36 8"x`12" THICKENED 12 WELDING ELECTRODES ASTM A�-233 E--70XX , w Z)Tpft 3" CLR Z�TB.. 3" C R EDGE W/ 1-#5 CONT. SOIL BEARING PRESSURE 2500 PSF Lv Z TYPICAL THICKENED EDGE NOTES: REINFORCED CONCRETE = Z O 1) PROVIDE SAWCUTS TO CREATE f .. u? D o SECTION 1 SECTI 0 2 APPROXIMATE 20' X 20' MAXIMUM ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF < ¢ j L ACI 318 AND ACI 301. CONCREETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW „ SQUARES AND APPROVAL OF THE STRUCTfURAL ENGINEER. of ¢ a SCALE: 3/4 = 1 -D S-1 SCALE: 3/4 = 1 -0 S-1 SECTION 4 2) SAWCUT CONCRETE SLAB WITHIN 4 U v ¢ W TO 12 HOURS OF CONCRETE PLACEMENT. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS � o m SCALE: 3/4" = 1'- 0" S-1 FOLLOWS: O, �� SLAB CONTROL JOINT FOUNDATIONS 3" W 0 � 66'-5 1/2's _ SLABS .ON GRADE CENTERED 0=_. z a o DETAIL ALL REINFORCEMENT SHALL COMIFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE 0 _j � Y 21'-10" TO STEPDOWN © 21'-- 10" TO STEPDOWN 6 It FABRIC SHALL CONFORM TO ASTM A185. j ¢ 4 SCALE: 3/4" = 1'-- 0" 5--1 — o „ 2'-10 3/4" 2'_p" 2'73/ „ , ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. v 21-11" 2'-811 11'-7 21-81 9?-611 9 ---6 8 11 --7 2'-8 2 _11 = ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED F1� ^, �, � � r •�• _,_• � _ 2#5 VERTICAL AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IIN THE LATEST EDITION OF THE 'MANUAL OF STANDARD "N El. El 0 EI El El 0 0� EI EI EI ElEl ID E7 EI EI 0 El 0 Cl � � l PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS 0 i . El 0 1 0t SHALL BE PLASTIC DIPPED AFTEER FABRICATION. El El N I El I I I I I N ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITIONFF a ' OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL 3 I I I I o I I 3 IVERTICALWELDED WIRE FABRIC SHALL BE: LAPPED TWO (2) MESH PANELS AND TIED SECURELY. 1 I D I I S-1 I 2#5 WHERE REQUIRED, DOWELS SHAILL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. a0 00 N I I I MASONRY RECESS TOP OF SLAB J L I I ,_) a I I I OA 2'-6"x2'-6"x1'-0"d MONOLITHIC I ALL LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE COMPOSED OF ASTM C90, GRADE ; OVERHEAD QG'ARAOGE DOOR I I I I I I� POST FOOTING w/ 3-#5 EACH WAY I N-1 HOLLOW CONCRETE MASONIRY UNITS WITH ASTM C270, TYPE S MORTAR. 2 (TYPICAL 4 LOCATIONS) 4 (� S-1 ALL WTHE1 5RAT: CMU WALLS SHALLL BE REINFORCED FULL HEIGHT IN A GROUT FILLED CELL I I I o I EACH CORNER, WALL ENDS, WALL INTERSECTIONS, o w SLOPE ( 0 I I 1-) I I SLOPE I w o EACH SIDE OF OPENINGS?, U.O.N. I �-- I 0 r� L-I I o I �--v � AND AT A MAXIMUM SPWCING OF 4'-0" O.C., LION. 4 I I co r � .. EL. -0'-4" I I I I ( I EL. ---0'-�4" LAP VERTICAL BARS 48 DIAMETERS WITH WIRE TIES. EL, +0'- 0" I I EL. +0'--0" (� I GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS. DO W a y 4" CONCRETE SLAB w/ WWF 6x6---W1.4x1.4 ONRECESS TOP OF SLAB I' 6 MIL VAPOR BARRIER ON TERMITE TREATED I I I I I I 3/4" AS REQ'D FOR I NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND 0 © . GRADE PREPARED PER GEOTECHNICAL REPORT. I I APPROVED. •� 14 SEEP o I I o k SCEP OVERHEAD GARAGE DOOR I FILL ALL CELLS SOLID BELOW FfINISHED GRADE. _ TOP OF SLAB ELEVATION +0 -0 . W oo I I 3'--O"x5'�-0"x1'-0"d MONOLITHIC I to 0 • 6 P05T FOOTING w/ 4—#5 LONG WAY z 2#5 VERTICAL PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16 O.C. VERTICALLY, UON. IN ( ! w r r * o I�, (.�,�� o ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE AND m j I I I AND 6—#5 SHORT WAY. 1 S--1 TYPICAL 2 LOCATIONS) N I BELOW OPENINGS, EXTENDING,�A1T LEAST 24 INCHES BEYOND THE OPENING. U ( - LAP JOINT REINFORCEMENT 6 (MINIMUM. ._j L __. � - � __ a_ — __ 2#5 VERTICAL ( 0 ¢ :, y ❑ I I I 0 ALL PRECAST OR POURED LINTEELS SHALL BE REINFORCED WITH TWO #5 TOP & BOTTOM � �-� cn SAWCUT JOINT SAWCUT JOINT �w i `� I • - 0 I I WITH #3 TIES CSD 8" AS A MINIMIUM (U.O.N.) AND HAVE A MINIMUM MASONRY END BEARING OF 8". � _ ¢ 14- � � � � � � � � �- -t- ---� � I L;, --- - � N MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530,1. 0 1 I 1 4QNCRETE SLAB w/ WWF 6x6--W1.4x1.4 ON I I 1 0 `° 5-1 I I 6 IL VAPOR BARRIER ON TERMITE TREATED S-1 SUPPLEMENTARY NOTES LL F ' 6 GR DE PREPARED PER GEOTECHNICAL REPORT. I TO OF SLAB ELEVATION +0'-0 I 0 - VERIFY ALL DIMENSIONS WITH AkRCHITECTURAL DRAWINGS. 00 COORDINATE OPENINGS, SLEEVE'S, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, o I I I o ELECTRICAL, AND PLUMBING DRAWINGS. I _ fi I S E I �' I I I I I THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR n I 0 fi STEP I I �-- CONSTRUCTION MEANS, METHOD)S, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR 1 I � I 0 I I I I OMISSIONS OF THE CONTRACTOP, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR 5 I ¢ I ( I ¢ I I I I THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE I I S-1 I I I I CONTRACT DOCUMENTS. L_ _ _ OR �I EXCOESSIVE STRESSEVIDE ALL OS AND RARY BTO HOLD STRUCTURAL YE E�MEENTS INEPLACENDURNG VOID Ell " . � CONSTRUCTION. , F1 , F1 10-0 IF THE FOOTING ELEVATIONS SFHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFfIED. 13'--7" 14'-3 1/21' 2'-,-8" 2'_8" 14'--1 1/2" 13'-9" WIND LOAD DESIGN CRITERIA WOOD TRUSSES 1'--21/16" 3'-07/18" 1'--21/jg" WIND LOAD BASIC 110 MPH TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, IMPORTANCE FACTOR 1.0 DESIGN, WIND UPLIFT AT BEARIMIG LOCATIONS, NUMBER AND. TYPES OF TRUSSES, ETC. ' MEAN ROOF HEIGHT 35.0 FT SHOP DRAWINGS AND CALCULATfIONS SHALL BE SIGNED AND SEALED BY A REGISTERED FLORIDA ROOF PITCH 4/12 PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS FOUNDATION AND GROUND F PLAN (18.4 DEGREES) DIMENSIONS AND DESIGNS WITH. ARCHITECT'S DRAWINGS. DRAWN FOOTING SCHEDULE VELOCITY PRESSURE 31.5 PSF ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMATIC AND ARE INTENDED TO INDICATE MLC !y SCALE: 1/4 = 1 --0 TYPE LENGTH WIDTH DEPTH BOTTOM REINF. TOP REINF. REMARKS DESIGN CONCEPT ONLY FOR ROiOF CONFIGURATION. CHECKED PLAN NOTES: ROOF TRUSSES SHALL BE DESIGNED FOR END OR INTERIOR ZONE UPLIFT PRESSURES AS CCK LONG WAY SHORT WAY LONG WAY SHORT WAY DATE ' - 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". APPLICABLE. UPLIFT FOR INTERIOR ZONE TRUSSES SHALL BE COMPUTED USING INTERIOR 07/09/01 F1 CONT. 2'-0" V-0" 3--#5 #3 ® 48"oc SEE NOTE 2) ZONE PRESSURES. 2) TOP QF' INTERIOR FOOTING ELEVATION - 2'--0". SCALE EXTERIOR FOOTING ELEVATION'T ' Q F2 CONT. 2'-8" 1'-0" 3—#5 #3 ® 48 oc — — EL. —2'-0" T.O.F. ROOF TRUSSDESIGNCRITERIA 20 PSF 1/4" � y. yj 3) TOP OF E —2 �-Q , a, 4) FQR REINFORCING AT MASONRY OPENINGS, $EE DETAILSON ON SHEET S-2 ZLIVE LOAD ,tos No. r) DFNQ,TES: THICKENED EDGE OF 'SLAB PER. DETAIL 4./S�1. 0, 2'-6" 2'-6" 1'--0" 3--#5 3--#5 - MONOLITHIC DEAD LOAD . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20 PSF ;�:;;tr:rr.� E01-117 '' 6) FOR DIMENSIONS OF WALL'°T:DPENINGS SEE ARCH PLANS. MIN. DEAD LOAD---ASPHAUT SHINGLES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10 PSF "ell ;. 3'_.p" 5'"p» 1'Jp�' 4-#5 6-#5 - - MONOLITHIC TILE ROIOF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 PSF t rp yf ' : SHEE=T C ,7 1/.ty 1. f NOTES: WIND UPLIFT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PER SBCCI �' �.��►+ '•c, y 1 WALL FOOTING F-1 F-2 ARE CENTERED N 8" CMU LL SEE SECT. 1 S-1 & 2 S- 1. BRACE BOTTOM CHORD AS REQ?UIRED FOR WIND UPLIFT. � ' , �� r t � E 0 Q OF WA / / , as R TRUSS LOCATIONS WITH PLUMBING WALLS AND HVAC EQ JI IPME. r COORDINATE ROOF AND FL00 • SO AS TO AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF lCTS,' w. STACKS PIPES ETC. MEET 1 OF 8 ' TI 4.1 a. WINDOW WINDOW REVISIONS BY WINDOW/DOOR ROUGH OPENING ROUGH OPENING ROUGH OPENING .. Ql 11/07/01 CCK 1pc 2"x8" SYP 1--#5 VERTICAL 1— 5 VERTICAL 2—#5 VERTICAL 2—#5 VERTICAL 2--#5 VERTICAL INTERIOR P.TBUCK» FIRST CELL FIRST CELL SECOND CELL FIRST CELL SECOND CELL ---------- —pj------- j I ff l'I ------� JI ❑ 1-#5 VERT. ', .�'' 2- 5 VERT. 1--#5 VE TICAL 1 pc 2x8 P.T. SYP 1-#5 VERTICAL 1 pc 2x8 P.T. SYP 1-#5 VERTICAL ''�=•`�� ' � '� # - M.�: . FIRST CELL No.2 BUCK 0 48" O.C. No.2 BUCK 0 48" O.C. EXTERIOR 1-#5 VERT. 1---#5 VERT. ot OPENINGS UP TO 3'- 0" OPENINGS OVER 3'- 0" OPENINGS DVER 8'--0" TO 8-0" TO 18 - 0 8" CMU CORNER 8"x8" CMU COLUMN 1-#5 VERT. 1--#5 VERT. 1-#5 VERT. 1 DETAIL 2 DETAIL 3 DETAIL K-4-- DETAIL r5 DETAIL r6 DETAIL S-�-•2 SCALE: 3/a" = 1'-0" 5---2 SCALE: '3 "/a = 1'-0" S-2 SCALE: 3/a" = 1'-0" 1-#5 VERTICAL EACH CORNER, S-2 SCALE: _'/a" = 1'-0" S-2 SCALE: 1 '/2" = 1'-0" S--2 SCALE: 3/4" = 1'- 0" INTERSECTION, AND 0 48 O.C. FILL CELL SOLID W/ 3000 psi 2"x4" SPF #2 STUDS ® Z v) FOR OPENINGS OVER 6'-0" TO CONCRETE 16" OC, SEE PLAN — of 16'-0" WIDE, PROVIDE 2-#5 TOP 25" LAP MIN. LIJ z ¢o » /2 x8 ANCHOR BOLT AND #3 TIES ® 8 OC 1-#5 VERTICAL ® 48 O.C. 2x4 SYP No.2 0 24" OC w 2"x4" P.T. SYP No.2, / I=- � w o 2-#5 BOTTOM FOR OPENINGS OVER 3'-0» FILL CELL SOLID W/ 3000 psi ,4 PT PLATE 2x2x'/e" WASHER FAASTEN TO CMU w/ 5/ "Ox6" Q w z� CONCRETE L TO 6'--0" WIDE, PROVIDE (EXPANSION BOLT NOT HIL�_TI KWIK BOLT' II 0 24" O.C. y ¢_ 2-#5 TOP & BOTTOM & #3 #5 HORIZONTAL SLAB ON GRADE, PERMITTED WITHIN 4 „ z 1-#5 VERT. � ¢ w N • TIES 0 8 O.C. TIE BEAM REINFORCING SEE PLAN OF SLAB EDGE) U o m 2-#5 CONTINUOUS 8 CMU WALL � w • UP TO 6'-0" WIDE 4 X - X4. Xd a ¢ 8" CMU, Ld _j F_ E-Tco X X k _ SEE PLAN = 0 _: 8 PRECAST LINTELa 4 4 c 0 (TYPICAL) N 1Z\\\- 8" CMU WALL zo __7 10"X20" THICKENED + U 7 J -4- OVER Y OVER -0 OVER 3 --0 TO 3,-0 WIDE #5 HORIZONTAL _ SLAB ON GRADE, I--- D TIE BEAM REINFORCING SLAB W/ 2-#5 CONT o SEE PLAN STUD WALL FRAMING, Cn z TO 18'-0" WIDE TO 8'-0" WIDE NOTES: 1 _g SEE PLAN o = U 1) FOR OPENING LOCATIONS, TYPICAL LINTEL ABOVE OPENINGS SEE ARCH ,DRAWINGS. TYPICAL CORNER SPLICE INTERIOR LOAD BEARING WALL WOOD STUD TO 2) PROVIDE 8 BEARING EACH TYPICAL HORIZONTAL SPLICE MASONRY WALL CONNECTION SIDE OF OPENING. r7� 8 SECTION D E TA I L 3) GROUT LINTEL SOLID. 9 S E C TI O N SECTION 11 DETAIL S-2 SCALE: NTS S-2 SCALE: 3/�a" = 1'-0" 5--2 SCALE: /a" = 1'-0" 5-2 SCALE: /a" 1'--0" S-2 SCALE: Y, = 1'-0» 66'-5 1/2" GARAGE DOOR HEADER INSTALL 2pcs '/2 0 x 6" BEAM ANL REINFORCING ANCHOR! BOLTS W 2"x2"x1/8" 2'� 10 3/4" 2'_0» 2'---10 3/4" 1 IAS PER PLAN PLATE VNASHER AT MIC SPAN 2#-11" 2'-8 11'-7" -2'-8 9'-6" 9 -6 _8 11 -7 2'-82'-111 1 FOR SPRING BLOCK A�l``ITACHMENT Z CCE #5 VERT. I CON FILLED 2-#5 VERTICAL I _J _---_ _ _ __®1__ I Q LL TO WIND W SI L HEIGHT --�®-- - --� - -----------------------®F_ � 7 - II I I 1 Q , i i a N #5 VERTICAL r O o #5 VERTICAL 1 I 2"x8" SYP No.2 I I _ �1-#5 VERTICAL IN j EACH FACE 1 I P.T. PLATE EACH FACE cv 1-#5 VERTICAL IN SEE DETAIL 2/S-2 CONCRETE FILLED iv AS PER PLAN 1 I® ®i I AS PER PLAN W j� CONCRETE FILLED CELL 0 48 O.C. CELL 0 48" O.C. SEE DETAIL 3 S-- O _I SEE DETAIL 1/S-2 / 14 5 VERTICAL SEE DETAIL 1/S-2 r• I -��-- 0 NING # Q W ¢ 5 VERTICAL I I 18'-�- '-0" EACH FACE � 2-�#5 VERTICAL # I I GAR OOR I 1 AS PER PLAN LL' 0 o EACH FACE FIRST TWO CELLS I I I I LL AS PER U5 cs 5 z PLAN i I j i ® INSTALL p '/2 0 x 6'' ANCHOR � U .13 ¢ I I I I BOLTS @ 24" O.C. MAX. W/ 2"x2"x'/5" W ¢ - r w ¢ I) II �I �I PLATE WASHER AT INTERIOR FACE OF _ m o r ro J II II Ij Ij WALL OPENING EACH SIDE TO RECEIVE < I 4"x4" P.T. SYP No.2 POST `o p 04 11 I1® ®II II 2"x8" P.T. WALL/DOOR PLATE. (f) v Go (1 11 FOUNDATION SLAB II II z 4x4 P.T. SYP No.2 POST II II II II ¢ w/ 1 pc SEMCO SGP3z w/ 1 pc SEMCO SGP3 (3 LOCATIONS) Of10 (3 LOCATIONS) 1 1 17'-11" F I I w J SEE DETAIL 3/S-2 m S-2 I I r I I > Q ' 2pcs 2"x4" SPF No.2 Q o o GARAGE DOOR "BUCK" FASTENING TO CMU W U STUDS AT HEADER BEAM © 2 cs 2x4 SPF No.2 BEARING, EACH END 8" CMU WALL w/ °0 STUDS AT HEADER BEAM 1--#5 VERTICAL IN BEARING, EACH END 12 DETAIL DBL 2"x10" CONCRETE FILLED 2-#5 VERTICAL SYP No.2 HEADER CELL 0 48" O.C. DBL 2"x10" S-2 SCALE: 1/2" = 1'-0" V) SYP No.2 HEADER "N ❑ __ _ _ _ . SW- SW- El Syy_ 0 8"x16" CMU/CONC. 8"x8» PRIE--CAST LINTEL p TIE BEAM AS PER PLAN W/ 2-#5i AS PER PLAN -- TERIOR LOAD BEARING WALL rH INTERIOR LOAD BEARING WALL N 1-#5 VERTICAL IN DBL 2"x10" - CONCRETE FILLED SYP No.2 HEADER — - --- -- — — — — — _ CELL ® 48" O.C. _ SEE DETAIL 11/S-2 1 -#5 'CONCRETE FILLED o TICAL IN 1-#5 VERTICAL IN CONCRETE FILLED 00 SEE DETAIL 1-#5 VERTICAL IN - CELL @ 48" O.C. I CELL AT BEAM BEARING LOCATION 5/S--2 CONCRETE FILLED CELL r ' 2-#5 VERTICAL AT BEAM BEARING LOCATION -. ¢ 2-#5 VERTICAL p SEE DETAIL j ® I 1- #5 VERTICAL IN 6/S-2 i>7 CONCRETE FILLED SEE DETAIL 5/S-2 CELL 0 48" O.C. 1-#5 VERTICAL nuJl: `j 1 8" CMU WALL MLC T ® i i i I I • 1; Ili! I ; , ; AS PER-PLAN FASTEN 2"x8" P.T. DRAWN SYP No.2 WINDOW/DOOR CHECKED SEE DETAIL 4/S-2 BUCK TO 8" CMU W/ CCK '/a"OxV/a" TAPCONS DATE r 07/09/01 ccv 0 24" O.C. INSTALL 14'---3 1/2 2'-8" 2'-8" 140--1 1/2" 13'_g" �, �, 3pcs MINIMUM EACH "scA�E „ o, -- 2x8 P.T. SYP 1/4 = 1 -0 1•-2�/is" 3'-0�/is 1� 2�/ / SIDE .. ,, No.2 WINDOW jos No. 1 'B DOOR BUCK `� Y�1wlZ "�,��, E01-117 N (n rryt : •,, '. 4 SHEET 1ST LEVEL WALL PLAN 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED W/ DBL 2"x4" SYP WINDOW/DOOR BUCK FASTENING TQ_ CMU 1G '•. ' ' f'' = No.2 TOP PLATE, 2x4 SPF No.2 STUDS @ 16 O.C., AND 2x4 P.T. SYP .. co SCALE: 1/4" = 1'-0" No.2 BOTTOM PLATE, MINIMUM. r13 DETAIL a 2) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS MANUFACTURED BY r � r TRUSS JOIST OR EQUAL. S-2 SCALE: 1/2" = 1S 2 , o I, = . s ET 2 OF 8 a. is . UPLIFT CONNECTOR AT rREVISIQNS BY T01� AND BOTTOM OF EACH STUD, SEE SCHEQULE 8" CMU, A 11/07/01 CCK SEE PLAN a BOUNDARY OF EXAMPLE OF UNSUPPORTED (UNBLOCKED) 1-#5 VERTICAL SHEARWALL OR PANEL EDGE. UNSUPPORTED PANEL EDGE IS TYPICAL CONDITION UNLESS BLOCKING IS REQ'D 2"x6" P.T. SYP #2, FASTEN FIRST TWO CELLS DECKING BY SCHEDULE OR NATES. TO CMU W/ g/$"Ox6" HILT( STUD WALL NU ER OF FULL HEIGHT KWIK BOLT II 024" O.C. Y. . FRAMING, SEE PLAN STL S EACH SIDE OF OPE 4ING, SEE PLAN OR 3CHEDULE GYPSUM BOARD HEADER, SEE PLANS OR PLYWOOD . . HEADER STRAPS, PLYWOOD SHEARWALL TO WOOD PANEL . . . . . . . .. . EXAMPLE OF PANEL MASONRY WALL CONNECTION SHEARWALL, SEE UPLIFT SCHEDULE EDGE W/ BLOCKING SEE PLAN ROUGH OPENING WHERE REQUIRED BIY AND SCHEDULE HEADER SPAN TABLE SCHEDULE OR NOTE, rT� DETAIL SEE ARCH NAIL SPACING AT , SUPPORTED EDGES, S--3 SCALE: 3/4" = 1'-0" HEADER WINDOW/DOOR JACK CLIPS OR CRIPPLE SEE NOTES OR BEAM MAX OPENING STUDS SCHEDULE HOLDDOWN AT STUDS 2pcs- 2"x6" SYP NO.2 (2)2x10 SYP#2 4'-0" 1 FOUNDATION, U FULL HEIGHT STUDS 3.5"x9.5" 2.OE 8'-0" 2 SEE SCHEDULE _ Z PARALLAM PSL TYPICAL HEADER STUDS, ROOF TRUSSES„ �j z o 5.25"x9.5" 2.0E $'-0" 2 � OR FLOOR JOISTS = z w o PARALLAM PSL HEADER BELOW F_ w w w FASTEN EACH LAYER w/ CANTILEVERED JOISTS Q J 2 ROWS 12d COMMON y Q ' _ 1pc 2x6 SPF #2 WIRE NAILS 0 12" O.C. NAILING TO INTERMEDIATE x ¢ c) JACK STUD EACH SIDE SUPPORT IS 6" OC MAX, UON (> w FRAMING AND STRAPPING FAILING PATTERN FOR SHEATHINGW_ uj o m STRUCTURAL MULLAT TYPICAL WALL .OPENING ON ROOF, FLOOR AND SHEEARWALLS W W w DETAIL = " 0 ' DETAIL 3 DETAIL 4 0 � ¢� S-3 SCALE: 3/4" = 1'-0" S-3 SCALE: NTS S-3 SCALE: NTS � _ z o = U U 66'-5 1/2" 70-4 13/16" 2'_8" 14'-0 7/8" 2'-8" 12'-10 3/16" Q 2'-8" 14'-0 7/8" 2'_8" 7'-4 13/16" sw--1 2 sw-1 2 2 A sw-�1 0 z 2 sw-1 2 sw-1 SHEARWALL SPECIFICATIONS x x x x x x x x x x xI IJ x SW-1 INSTAL V2 " CDX PLYWOOD SHEARWALL SHEATHING OVER 2x6 SPF #2 STUDS Z ' ' 0 16" OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS 0 3" o.c. EDGE 1-#5 ERTIC.AL Q i I FIRST TWO C LLS i 1 AND 6" o.c. FIELD. INISTALL SPF #2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL THREE PIECES SEMCO RS150 AT EACH END OF SHEARWALL SEGMENT ! O o TO WALL FRAMING, FLOOR FRAMING, BELOW. FASTEN THE RS150 WITH Q_ - 22-10d COMMON WIRE NAILS. U � � Q i SW-2 INSTALL '/2" CDX PLYVNOOD SHEARWALL SHEATHING OVER 2x6 SPF #2 STUDS Lj Q C) iv 0 16" OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS 0 3" o.c. EDGE Q Q w w o AND 6" o.c. FIELD. INISTALL SPF #2 BLOCKING' AT ALL HORIZONTAL JOINTS. o I m N z INSTALL TWO PIECES S;EMCO RS150 AT EACH END OF SHEARWALL SEGMENT U5 �` I w _ TO WALL FRAMING, FLOOR FRAMING, BELOW. FASTEN THE RS150 WITH _ f ` m 22--10d COMMON WIRE NAILS. w I W m r z ' ' SW-3 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2x4 SPF >A �3 #2 STUDS 0 16" OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS 0 3" W z ' o.c. EDGE AND 6" o.c.. FIELD. INSTALL SPF #2 BLOCKING AT ALL _ Z Jo HORIZONTAL JOINTS. (INSTALL ONE PIECE SEMCO SGP3 AT EACH END OF ISHEARWALL SEGMENT 1TO INTERIOR MONOLITHIC CONCRETE FOUNDATION. FASTEN THE SGP3 MTFH 5/8" DIA. x 12" ANCHOR BOLT AND 24-w16d COMMON --J o o WIRE NAILS. Z O 4"x4" P.T. SYP No.2 POST ! o0 4"x4" P.T. P No.2 POST0 O (3 LOCATIONS) (3 LOCATIONS) x "� SW-4 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2x4 SP,F INTERIOR SHEARWALL i INTERIOR SHEARWALL #2 STUDS 0 16" OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS 0 3 W _ I o.c. EDGE AND 6" o.c.. FIELD. INSTALL SPF #2 BLOCKING AT ALL SW-4 x x SW-4 x _ HORIZONTAL JOINTS. IINSTALL THREE PIECES SEMCO RS150 AT EACH END OF SEEM SHEARWALL SEGMENT ]TO WALL FRAMING, FLOOR FRAMING, BELOW. FASTEN THE RS150 WITH 22-1(Od COMMON WIRE NAILS. BEARING I WALL BELOW BEARING WALL BELOW � m A (n I 00 SW-5 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING TO INSIDE FACE 8" CMU WALL w/ OF EXTERIOR 2x6 SPF #2 STUDS 0 16" OC. FASTEN SHEATHING w/ 8d 1-#5 VERTICAL IN p A COMMON WIRE NAILS & 3" o.c. EDGE AND 6" o.c. FIELD. INSTALL SPF #2 x _j CONCRETE FILLED � x BLOCKING AT ALL HORIIZONTAL JOINTS. INSTALL THREE PIECES SEMCO RS150 O © CELL 0 48" O.C. o Q AT EACH END OF INTEIRIOR SHEARWALL SEGMENT TO WALL FRAMING, FLOOR -I - FRAMING, BELOW. FASTEN THE RS150 WITH 22-10d COMMON WIRE NAILS. w � � cn DILATES ONE PIECE SEM�ICO SGP3 BALLON FRAMED 14' SEE DETAIL d- BALLOON FRAMED n X INDICATES TWO PIECES OFR THREE PIECES SEMCO RS150, SEE PLAN STRUCTURAL MULL, � 1--�#5 VERTICAL 1/S-3 STRUCTURAL MULL, I SEE DETAIL 2/S-3 FIRST TWO CELLS SEE DETAIL 2/S-3 INDICATES THE NUMBER 0)F FULL HEIGHT 2x6 STUDS EACH SIDE OF THE z_ z ® WINDOW OR DOOR OPENINIG. INSTALL TWO PIECES FULL HEIGHT STUDS EACH O2 A A 2 N SIDE MINIMUM. ADD STULDS AS REQUIRED TO THE EXISTING WALL FRAMING. x -I w- ,. NO ES, X x x x x x x x x x �^ T 1) SEE DETAIL 4/S-3 FOR TYPICAAL SHEATHING NAILING PATTERNS.X x X X� MLC O O SW-1 O O SW--1 O3 O3 SW--1 O O 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. 3) AT SHEARWALLS WITH END REACTIONS OVER WOOD BEARING WALLS, PROVIDE CHECKED 8'--6 13/16" 6'-0" 7'---5 13/16" 6f_o" 8'--6 13/16" 13'_9" (3)2x6 SPF#2 POST IN WALL AND FASTEN w/ 3pcs SEMCO RS150 CONTINUOUSLY CCK �. _-� DATE co 1'--2 1/16" _ 1 -2 /'s DOWN TO CMU WALL BELOW. 07/09/01 _t SCALE A Q A 1/4» - 1,-o„ 2ND LEVEL WALL PLAN- :;,��;,�,r- , E01 117 ") SCALE: 1/4„ _ 1,_O„ + ;rtfw�7 �, '�� SHEET cn 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED W DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS 0 16" O.C., AND 2"x4" P.T. SYP o No.2 BOTTOM PLATE, MINIMUM. "� F 2) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS MANUFACTURED BY r Q TRUSS JOIST OR EQUAL. �C Fc f�° a ' SHEE 3 of 8 OZ otC� J'2_., �,___.. _--__. -.f. ._ IYIr.�....._.._ -11x+llrii IrYrrrri� ....uu.r.xr .mr•r � irulY REVISIONS BY 2 ROWS 8d COMMON WIRE Q 11/07/01 CCK FORMED AND POURED CONCRETE RAKE BEAM NAILS ® 3" OC BLOCKING AT JOINTS IN W/ 2-#5 CONTINUOUS, MINIMUM THICKNESS ROOF SHEATHING AS 5 4 SHOWN ON ROOF FRAMING ABOVE CORNERS OF MASONRY BLOCK PLAN /s CDX PLYWOOD ROOF SHEATHING, 12 FASTEN) w/ 8d COMMON WIRE NAILS � . (2)2x8 PT SYP#2 PLATE (9 4" O)C EDGES AND 4" OC FIELD. 4 4 3 w/ '/2"0 x 10" ANCHOR g/$" CDX PLYWOOD ROOF q S-•-4 BOLT © 12" OC w 1"0 SHEATHING, SEE WALL SECTIOI � PRE-ENGINEERED WOOD 4.� -4� WASHER, RECESS INTO ROOF TRUSSES @ 24" OC, ,, 70P PLATE SEE ROOF FRAMING PLAN INSTALL 4pcs-16d TOENAILS SEE PLAN y 4 '4` z EACH TRUSS TO DBL TOP PLATE 1-#5 VERTICAL 8 CMU SHEARWALL, HURRICANE RRICANE CLIPS PER UPLIFT „ FIRST TWO CELLS 4 � . REINFORCING, 0 48 O.C. � CONNECTOR SCHEDULE. FOR 2x6 P.T. SYP #2, FASTEN HEAVY GIRDER TRUSSES, SEE Ti TO CMU W/ 5/8"Ox6" HILTI STUD WALL PRE-ENGINEERED KWIK BOLT II 024" O.C. FRAMING, � � 4� ROOF TRUSSES, SEE DETAIL ;jr. SEE PLAN SUPPLIERS LAYOUT EL.+27'---107/8" TOP OF WD PLATE 8" CMU SHEARWALL w/ 8" CMU/CONCRETE t5'-0" " 8" CMU WALL, 1-#5 VERTICAL ® 48 O.C. RAKE BEAM w/ SEE PLAN 2---#5 CONTINUOUS PLYWOOD SHEARWALL_ TO WOOD PANEL - ROOF ATTACHMENT TO 2"x6" SYP No.2 BLOCKING IN z V MASONRY WALL CONNECTION SHEARWALL, CONCRETE RAKE BEAM CMU SHEARWALL BETWEEN EACH RAFTER. FASTEN w SEE PLAN W/ 12d COMMON WIRE TOENAILS 2"x8"x8'-0" P.T. SYP #2 biz o DETAIL AND SCHEDULE rT� DETAIL ® 6" O.C. EACH SIDE RAFTER TAIL ® 24" O.C. SPLICE _ Z w o 3 SECTION TO PRE-ENGINEERED ROOF TRUSS w D -i (2)2x6 P.T. SYP #2 TOP PLATE Q z w W/ 2 ROWS 12d COMMON WIRE --j S-4 SCALE: J/4" = 1'-O" S-�-4 SCALE: 3/4" =K' 1� 1'--0" S-4 SCALE: /a" = 1'-0" NAILS ® 6" O.C. Q v 2"x6" SPF #2 U -j w STUDS @ 16" O.C. '/2" CDX PLYWOOD FASTENED D oco w W/ 8d COMMON NAILS ® 3" OC IrJ co cn EDGES AND 6" OC FIELD. 5 0- z � o 0 _j ¢ y � U � O 14" TJI/PRO 350 = U FLOOR JOISTS ® 16" Q.C. 2"x6" SPF #2 STUDS C� 66'-5 1/2" � @ 16" O.C. 3/4" T&G PLYWOOD, GLUE AND 29-811 8,-g" 2'-8 26'-2 1/4 FASTEN W 10-d COMMON WIRE «- NAILS @ 4" O.C. EDGE AND 6" O.C. FIELD 2"x6" P.T. SYP No.2 BASE = PLATE SW 2 18 O 2 2 -107 „ x x2 x xx x x x SEL. + O El ry- OF PLY DECK x xL7 x x to 1 pc 1 '/4"x14" TIMBER- STRAND LSL RIM BOARD x EL. +17'-8'/R" x 2 - x x '`� � TOP OF WD PLATE ® p S-4 _ Q DBL 2"x6" SYP No.2 PLATE a INTERIOR SHEARWALL TO INTERIOR SHEARWALL TO 0 0l '/2" CDX PLYWOOD WALL Q INSIDE FACE "OF INSIDE ,J W FACE OF SHEATHING FASTENED W/EXTERIOR 2x6 WALL 8d COMMON NAILS ® 6" OC 0 EXTERIOR 2x6 WALL � � � • EDGES AND 6" OC FIELD. 11'/8" TJI/PRO 350 „ � ¢ 3 cs 2"x6" SPF N0.2 STRUCTURAL `n FLOOR JOISTS ® 16" O.C. 2x6 SPF #2 STUDS W o p " 3pcs 2"x6" SPF NO.2 STRUCTURAL- C� 16 O.C. o MULL. SPLICE TOGETHER w/ 2 ROWS - /4 T&G PLYWOOD, GLUE AND Q 12d COMMON WIRE NAILS @ 12" O.C. 3 MULL. SPLICE TOGETHER w/ 2 ROWS o FASTEN W/ 10--d COMMON WIRE uo w S-4 12d COMMON WIRE NAILS ® 12 Q.C. NAILS ® 4" O.C. EDGE AND bj _ U 6" O.C. FIELD 2"x6" P.T. SYP No.2 BASE [� ¢ w 0 ElP 0 CD � _ ELT+9, _21 „ W � REIN i o _� STOP OF PLY DECK z x x - 1 pc 11/4"x117/8" TIMBER- � � 1=1 �3 O3 0 STRAND LSL BRIM BOARD - ¢ EL. -1 , El o r TOP OF WD PLATE [� INTERIOR SHEARWALL TO INTERIOR SHEARWALL TO P.T. 2x8 SYP #2 PLATE W/� EL. +8'-0" INSIDE FACE OF /z x12 ANCHOR BOLT W/ TOP OF CMU WALL EXTERIOR 2x6 WALL INSIDE FACE OF 2"x2"x'/e" PLATE WASHER' Q3 8 CMU WALL w/ EXTERIQR 2x6 WALL 0 _ co ® 24" O.C.. x 1—#5 VERTICAL IN 0 I CONCRETE FILLED fl) Ll CELL ® 48" O.C. J o XX ¢ ¢ x x O 2 � � O N ¢ El ¢ 8" CMU WALL w/ 1#5 Lu SEE DETAIL 1/S-4 w '� Qj VERTICAL IN CONCRETE v' 1-#5 VERTICAL l FILLED CELL ® 48" O.C. BALLOON FRAMED d FIRST TWO CELL.S of ¢ BALLOON FRAMED n a STRUCTURAL MULL, I I STRUCTURAL MULL, SEE DETAIL 2/S-3 (D DETAIL 2/5--3 `D 1-#5 CONT. O V7lvv z LD z O2 CONC. SLAB x x ON GRADE, x x SW-2 O2 O2 W-2 x x SW--2 xX X x �I » SEE PLAN , EL. +0 --0 x O O x SW-2 x x SW-z x O O x x i� 8" CMU STEM WALL W/ —I I ISI I PEI I #5 DOWEL W/ STD HOOK. 5'-6" 4'---7 15/16" 9'-9 1/8" 4'-7 15/16" 50--6" 13'--9" SPACE TO MATCH WALL -` "' I j III—III III REINFORCING AND @ 48" DRAWN l'-2 S-2 3/4„ 3'-2 3/4” 1'-29/16" I I—III I 1 I I O.C..GROUT ALL CELLS MLC .1 I I -III III SOLID BELOW GRADE CHECKED 12"x24" CONTINUOUS CCK CONCRETE FOOTING, DATE 3RD LEVEL WALL PLAN SEE PLAN AND FOOTING � 0 07/09/01 Z SCHEDULE J . SCALE SCALE: 1/4" = 1'--O" U 1/41? = 1'-0" cn n JOB NO. v ,, ,ti 1} ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED W/ DBL 2„x4» SYP .�;err E01-117 „ No.2 TOP PLATE, 2x4„ SPF No.2 STUDS 0 16» O.C., AND 2x4 P.T. SYP 2,-0 3 CLR ` � ,.. ',,. , • SHEET No.2 BOTTOM PLATE, MINIMUM. ,_�,A i1 0 2) ALL FLOOR BEAMS SHALL BE 2.OE PARALLAM PSL BEAMS AS. MANUFACTURED BYSE C TI O�N �' T c�. , TRUSS JOIST OR EQUAL. 4 �' o 1 I n SCALE: 3/4„ �. 1,_0„ 5--4r ' 4 OF 8 REVISIONS BY Q 11/07/01 CCK - 8" CMU WALL ABOVE 117/8 TJI/PRO 350�� 117/8" TJI/PRO 350 DBL P.T. 2"x10" SYP #2 3/4" T&G PPLYWOOD, GLUE FLOOR JOISTS @ 16 O.C. FLOOR JOISTS @ 16" O.C. 2 x6 SPF #2 STUDS LEDGER W/ 5/8"OxlO" AND FASTEfN W/ 10-d COMMON 3/4" T&G PLYWOOD; GLUE AND 2"x6" SPF #2 STUDS 3/4" T&G PLYWOOD, GLUE AND 0 16" O.C. 3ANCHOR BOLTS C� 16 O.C. /4" T&G PLYWOOD, GLUE WIRE NAILS ® 4" O.C. EDGE @ 16" O.C. AND FASTEN W/ 10-d COMMON STAGGERED 2 ROWS 10d COMMON AND 6" O.C. FIELD FASTEN W/ 10---d COMMON WIRE FASTEN W/ 10--d COMMON 'WIRE WIRE NAILS 0 4" O.C. EDGE WIRE NAILS CSD 4" O.C. NAILS ® 4 O.C. EDGE AND 2"x6" P.T. SYP No.2 BASE NAILS ® 4" O.C. EDGE AND 11 '/8" TJI/PRO 350 117/8" TJI/FPRO 350 7 „ AND 6 O.C. FIELD „ 6 O.C. FIELD PLATE 6 O.C. FIELD 2x6 P.T. SYP No.2 BASE FLOOR JOISTS @ 16 O.C. 3.5 x11.875 2.0E FLOOR JOISTS CSD 16 O.C. =¢ PLATE PARALLAM PSL BEAM M EL. +9'--2' A EL, +9'--2' a � , .. � , l _ EL. +9 -2 _r,EL. +9 -2 /a TOP OF PLY DECK � c 'TOP OF PLY DECK : TOP OF PLY DECK `� TOP OF PLY DECK 1 pc 1'/4 co "x11 '/s" TIMBER- `� n 1 pc 11/4"x117/8" TIMBER-- , � - o _ Go STRAND LSL RIM BOARD o STRAND LSL RIM BOARD � o t• o) T EL. +8"--1 ' _I = A EL. +8'-1 '/," TOP OF WD PLATE TOP OF WD PLATE P.T. 2x8 SYP #2 PLATE W/ ° • EL. +8'-0" P.T. 2x8 SYP #2 PLATE W/ • • EL. +8'-0" '/2"x12" ANCHOR BOLT W/ TOP OF CMU WALL '/2"x`12" ANCHOR BOLT W/ TOP OF CMU WALL1 pc SIMPSON ITT3511.88 1 pc SIMPSON ITT35111.88 2"x2"x'/8" PLATE WASHER 2"x2"x'/8" PLATE WASHER 8"x`16" CMU OPEN BOTTOM TOP FLANGE HANGER (TYP.) TOP FLANGE HANGER (TYP.) 4 24" O.C. 0 24" O.C. LINTEL BLOCK TIE BEAM W/ 2--#5 TOP AND U 8" CMU WALL 8" CMU WALL BOTTOM CONTINUOUS Z Y w . w ¢ WZ o SECTION 2 SECTION � wZ)� 3 SECTION 4 SECTION Q , zL L S-5 SCALE: 3/4" = 1'--0„ S-5 SCALE: 3/4" = 1'---0" S-5 SCALE: 3/4" = 1'-0" 5-5 SCALE: 3/4" = 1'--0" Q = U U � ¢ U W :Dom !zcr- Uw Lv cn V) - = 0 O5 � Z op O _j ¢ Y 66'-5 1/2" 2"x6" SPF #2 STUDS 0 16" O.C. ¢ 2"x6" SYP No.2 LEDGER FASTEN W/ _ Z 2"x6" P.T. SYP No.2 BOTTOM PLATE 3pcs #12x3'/4" ROOF GRIP SCREWS W/ 0 W/ 3 ROWS 12d COMMON WIRE NAILS 1"0 WASHER ® 16" O.C. U DBL P.T. 2"x`10"� SYP �� #2 S 5 ® 8" O.C. INTO LOWER FRAME 1ply DECK LEDGER W/ /$ bx10 1pc SEMCO FAP18 EACH SIDE FASTEN W/ 8" CMU WALL BELOW ANCHOR BOLT 0 16" O.C. 3/4" T&G PLYWOOD, GLUE AND 5pcs 10x1 '/2" SCREWS TO LEDGER AND L E O STAGGERED FASTEN W/ 10-d COMMON WIRE 5pcs 10dxl '/2" NAILS TO TRUSS NAILS ® 4" O.C. EDGE AND 6" O.C. FIELD 2"x4" P.T. SYP No.2 CONTINUOUS NAILER W/ 3pcs II DBL P.T. 2"x10" S #2 II I 16d COMMON WIRE NAILS INTO EAND OF RAFTER TAIL 117/8" TJI/PRO 350 IL I I . 8 ir-„ I I I FLOOR JOISTS 0 16" 0.C. 5/8" CDX PLYWOOD ROOF SHEATHING, I I I RED I FASTEN W/ 8d COMMON WIRE NAILS STAG C� 4" O.C. EDGES AND 4" O.C. FIELD I I ca• I I I A PRE-ENGINEERED MONO ROOF TRUSS co -i L00 ff 24" O.C. 8" CMU WALL --\ w w I I I BELOW WALL o �. 92 2"x8"x3'-0" P.T. SYP N0.2 BELOW '" RAFTER TAIL ® 24" O.C. 1 II � i � 4 SPLICETO PRE--ENGINEERED II Ems.' II 0 ROOF TRUSS W/ 2ROWS 16d } 1., Q P.T. 2x8 SYP #2 PLATE W/ COMMON WIRE NAILS ® 6" O.C. w I I o is I I '/2"x12" ANCHOR BOLT W/ w w I p 2%2"x'/8" PLATE WASHER • m o' m ® 24 O.C. ¢ W 110 b� V) o I I op 8" CMU WALL 0 F I 4"x4" P.T.. SYP No.2 POST I I Fw. �� I I 4"x4" P.T. SYP No.2 POST 2 ' '_6" o a w �/ (� t, O w I w O I I o j SIMILAR 7 0 \3'-6" MAX. v ,'�; '/2" CDX PLYWOOD SOFFIT SHEATHING. m 2"x4" P.T. SYP #2, FASTEN TO CMU W�/ I �� „ „ FASTEN W/ 8d COMMON WIRE NAILS I 3pcs 2"x4" SPF 2 I ► S--S ►� i 3 cs 2x4 SPF 2 I 5/8 Ox6 HILTI KWIK BOLT II @ 32 O.C. ® 6" C.C. EDGES AND 6" O.C. FIELD LL v , QT-1 InozSTUDS AT Bv_ lyl AT BEAM FASTEN TRUSS TO LEDGER W/ 1 pc SEMCCO '" 3'_0" UHPGA26 FACE MOUNT HANGER. INSTALLL I INTERIOR BEARING WALL BELOW I I I INTERIOR BEARING WALL BELOW I HANGER W/ 8pcs #10x13/4" SCREWS INTCO W ¢ EE" 2 LEDGER AND 6pcs 10dxl '/2" NAILS INTO TRUSS 3.5"x11.875" 2.0E 'co S-5 W O 1 pc SEMCO SGP3 I AM PSt BEAM 0") 1 pc SIMPSON HUS412 FACE MOUNT HANGER 1 pc SIMPSON HUS412 FACE MOUNT HANGER I /- 1pc SEMCO SGP3 TYPICAL EYEBROW R00F DETAIL FROM BEAM TO I 3.5"x11.875" FROM BEAM TO CMU WALL BELOW - 2.oE PARALLAM PSL BEAM C±o^' r_335'_xll.875�2_OE PARALLAM PSL BEAM (_+0"Zy_ I CMU WALL BELOW [] 1 1 SI ON U410 FACE MOUNT HANG 3 cs 2"x4" SPF 2 .5"x11.875" 2.0E_/ c SIMPSON U410 FACE MOUN ANE 5 DETAIL z " 11.875" 2.OE P LLAM- 3.5% . 75" 2.0E PARA AT BEAM PARALLAM P51: BEA 0 2 S-5 SCALE: NTS O PS AM (+0") PSL BEAM 0") C, c 2"x4" SPF #22pcs 2"x4" S r W S S AT B BEARING 3 cs 2x4 SPF #2-jSTUDS A AM BEA G I CI7 INTERIOR BEARING LL BEARING IN OR BEARING WALL N --- _.._---------------- ._.._ - - - -----__-- ----------- -- --- OPEN FOR STAIR OPEN FOR ELEVATOR OPEN FOR ELEVATOR OPEN FOR STAIR 2ND LEVEL FLOOR FRAMING SCALE: 1/4" = 11--0" 1) EL. +9'-2'/8" TOP OF PLYWOOD FLOOR DECK. - DRAWN 2) ALL FLOOR JOISTS SHALL BE 117/8" TJI/PRO 350 MLC FLOOR JOISTS AS MANUFACTURED BY TRUS JOIST. CHECKED 3) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH CCK DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS CSD 16" O.C., FLOOR DESIGN LOADS 3 »/4 STURDI-FLOOR SUBFLOOR SHEATHING. 07/09/01 AND 2„ DATE x4 P.T. SYP No.2 BOTTOM PLATE, MINIMUM. FLOOR LIVE LOAD = 40 PSF GLUE AND FASTEN w/ 10d COMMON WIRE ¢ 4) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS FLOOR DEAD LOAD = 20 PSF NAILS ® 4" O.C. EDGES AND 6" O.C. FIELD. SCALE MANUFACTURED BY TRUS JOIST OR EQUAL. 1/4" = 1'-0" � 5 +0 INDICATE=S TOP OF BEAM FLUSH W/ TOP OF FLOOR TRUSS. JOB NO. E01-117 a 6) (-16") INDICATES TOP OF BEAM SUPPORTING BOTTOM OF FLOOR JOISTS. t^' Y� �• j� +J SHEET Q ! 1 /• „ o V 5 OF 8 • REVISIONS BY 111/07/01 CCK 14" TJI/PRO 350 2"x6" SPF #2 STUDS 14 TJI/PRO 350 FLOOR JOISTS ® 16" O.C. ® 16" O.C. (NO CHANGE THIS HEFT) FLOOR JOISTS CSD 16" O.C. "x6" SPF #2 STUDS T&G PLYWOOD, GLUE AND 2"x6" P.T. SYP 2"x6» P.T. SYP No.2 DECKING W/ 2pcs Z T&G PLYWOOD, GLUE AND 2 16" 0 C FASTEN W/ 10-d COMMON WIRE No.2 BASE PLATE 12d STAINLESS STEEL RING SHANK NAILS FASTEN W/ 10„d COMMON WIRE FULL HEIGHT WEB NAILS ® 4 O.C. EDGE AND OR 2pcs #10x3" STAINLESS STEEL DECK 14" TJI/PRO 35(D NAILS ® 4 O.C. EDGE AND 2x6 P.T. SYP No.2 BASE - STIFFENER SOLID 6 O.C. FIELD 4 STEP SCREWS AT EACH INTERSECTION WITH "¢ FLOOR JOISTI- 6" O.C• FIELD PLATE BACKER41 FLOOR JOIST CSD 16" O.C:. t a FULL HEIGHT WEB STIFFENER � ,q ,,.. , . . <P; ; � , .;,, SOLID BACKER M .� EL. +18'--107/ » ria , ., x < �:, �^ TOP OF PLY DECK �i ' N . 4 1pc 1 '/a"x14" TIMBER- _ - w _ --------------------- �_- _ _ ___----__ _- ___� 2"x10" P.T. SYP No.2 RIM N "I STRAND LSL RIM BOARD .w BOARD W/ 5--12d COMMON WIRE *- :- L. +17'--8' NALS INTO EACH JOIST TOP OF WD PLATE 12 -0 � \ 6 -0 2"x10" P.T. SYP No.2 DBL 2"x6" SYP No.2 PLATE 3 DBL 2"x6" SYP No.2 PLATE 2"x10" P.T. SYP #2 CANTILEVERED FLOOR CANTILEVERED FLOOR '/2" CDX PLYWOOD WALL SHEATHING S-6 2"x6" SPF No.2 JOIST ® 16" O.C. JOIST C� 16" O.C. STUDS ® 16 O.C. 1 pc 11/4"x14" TIMBER-STRAND LSL RIM BOARD SECTION � U 2"x6" SPF No.2 FASTENED W 8d COMMON NAILS " STUDS ® 16" O.C. ® 6" OC EDGES AND 6" OC FIELD. SOLID BLOCKING IN BETWEEN EACH CANTILEVERED 3 FLOOR JOIST. FASTEN TO DOUBLE TOP PLATE W/ - x 12d COMMON WIRE TOENAILS ® 6" O.C. EACH SIDE S-6 SCALE: 1'/2" = 1'-0" __ w Q Wz 0 SECTION = zwO f - w � -i 1 SECTION 2 '/2" CDX PLYWOOD WALL SHEATHING Q z w S-6 SCALE: /a" = 1'-0" S--6 SCALE: 3/a" = 1'_O FASTENED W/ 8d COMMON NAILS - `� Q 7 ® fi OC EDGES AND fi OC FIELD. C' U � �m � 0 w w Lv � vUi i 0j � ? o0 ¢ cn 14" TJI/PRO 350 ¢ U 66'-5 1/2 FLOOR JOISTS 0 16" Q.C. 2x6 SPF #2 STUDS Un z @ 16" O.C. 0 3/a" T&G PLYWOOD, GLUE AND DBL P.T. 2"x10" SYP #2 1 FASTEN W/ 10-d COMMON WIRE U S-6 NAILS @ 4" O.C. EDGE AND LEDGER W/ S/$" x10" 6" O.C. FIELD 2"x6" P.T. SYP No.2 BASE ANCHOR BOLT @ 16" O.C. w- " STAGGERED ,o PLATE ,LEL. +18 -1018ll - _ I ---------------_-- -----_-_ ----_�-�--_- -------- --------- ----------- ------ i ¢ TOP OF PLY DECK I N 1 pc 11/4"x14" TIMBER- STRAND LSL RIM BOARD ,LEL. +17'-8�A" TOP OF WD PLATE z Z I DBL 2 x6 SYP No.2 PLATE S--6 v v 2"x6" SPF No.2 '/2 " CDX PLYWOOD WALL a- 2 STUDS ® 16" O.C. SHEATHING FASTENED W/ I S-6 8d COMMON NAILS ® 6" OC 0 v v I r EDGES AND 6" OC FIELD. Z LLJ � � � l~!1 4 SECTION Q H y I I O Q cn I aw ; S-6 SCALE:: 3/a» 1'-0" W o 0 X > ILE-- + _ _ X � LL �" ffi CMU WALL ABOVEPA (� 4"x4" P.T. SYP No.2 POST BELOW '" Lv = S-6 4x4 P.T. SYP No.2 POST BELOW I 0 DBL P.T. 2 x10 SYP #2 v v I 6A e 64 m � a m I af v "n LEDGER W/ 5/8"0X10" w L` U`" "' 3/4" T&G PLYWOOD, GLUE ANCHOR BOLTS @ 16" O.C. O m CL Lo Lo a AND FASTEN W/ 10-d COMMON STAGGERED ....._.I (f F o o ¢ WIRE NAILS ® 4;; O.C. EDGE 14" TJI/PRO 350 �"L' 2 AND 6 O.C. FIELD FLOOR JOISTS ® 16" O.C. , < < s-6 CL . . W . J o o I : TOP OF PLY DECK I 1 pc SIMPSON HUS412 FACE MOUNT HANGER 1 pc SIMPSON HUS412 FACE MOUNT HANGER N LIJ I __3.5 x14.0 2.OE_PARALLAM PSL BEAM �+0,__ �_ o 3.5 x14_.0_2.OE PARALLAM PSL BEAM ±0 � I 6l_0» _I 1 S SON U414 FACE MOUNT HANG X X c SIMPSON U414 FACE MOUNT NG T � I 1 pc SIMPSON ITT3514 [� .5"x14.0" 2.0E P LLAM�� Ki Ki 3.5% 2.0E PARALLA TOP FLANGE HANGER TYP. 8"x16" CMU OPEN BOTTOM ( ) PS AM (+0") PSL BEAM 0") LINTEL BLOCK TIE BEAM 2"x4" SPF #2 2pcs 2"x4" SP W/ 2�--#5 TOP AND S S AT B BEARING STUDS AT AM BE G BOTTOM CONTINUOUS 5 SECTION - --- --- --- S-6 SCALE:: 3/a,. OPEN FOR STAIR -/ OPEN FOR ELEVATOR 1 c SIMPSON HUS412 1 c SIMPSON HUS412 OPEN FOR ELEVATOR OPEN FOR STAIR a P p /a" T&G PLYWOOD, GLUE 3pcs 2"x6" SPF #2 STUDS FACE MOUNT HANGER FACE MOUNT HANGER 3pcs 2"x6" SPF #2 STUDS / AND FASTEN W 10-d COMMON AT BEAM BEARING 3.5"x14.0" 2.10E PARALLAM AT BEAM BEARING WIRE NAILS ® 4" O.C. EDGE PSL BEAM (+0") 2 ROWS 10d COMMON AND 6" O.C. FIELD WIRE NAILS @ 4" O.C. 14" TJI/PRO 350 3.5"x14" 2.0E FLOOR JOISTS ® 16" O.C. PARALLAM PSL BEAM r-71)RAYM "� MLC 3RD LEVEL FLOOR FRAMING ,LEL. +18'-10'/." STOP OF PLY DECK CHECKED CCK SCALE: 1/4" = 1'-0" N DATE FLOOR DESIGN LOADS „ "I N 07/09/01 1) EL. +18 -10'/8 TOP OF PLYWOOD FLOOR DECK. 3/a STURDI-FLOOR SUBFLOOR SHEATHING. . - FL�OOR LIVE LOAD = 40 PSF I 2) ALL FLOOR JOISTS SHALL BE 14" TJI/PRO 350 FLOOR DEAD LOAD = 20 PSF GLUE AND FASTEN w/ 10d COMMON WIRE r SCALE FLOOR JOISTS AS MANUFACTURED BY TRUS JOIST. NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD. 1/411 . BALCONY LIFE LOAD � 60 PSF 3) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH , ..,,� JOB NO. v �> 1pc SIMPSON ITT3514 �.�; `�'' ��, E01--117 DBL 2x4 SYP No.2 TOP PLATE, 2x4 SPF No.2 STUDS ® 16 O.C., • r °E� , TOP FLANGE HANGER (TYP.) 'n , • ' SHEET `° AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, MINIMUM. ��"� '' 4) ALL FLOOR BEAMS SHALL BE 2.OE PARALLAM PSL BEAMS AS ►FI�'9� 'J .- MANUFACTURED BY TRUS JOIST OR EQUAL. � \ 6 SECTION ` 5) (+0") INDICATES TOP OF BEAM FLUSH W/ TOP OF FLOOR TRUSS. 0 00 6) (-�-16 ) INDICATES TOP OF BEAM SUPPORTING BOTTOM OF FLOOR JOISTS. -6 SCALE:: 3 = 1'--0" ''�' 6 of 8 REVISIONS BY • M 5/g" CDX PLYWOOD ROOF SHEATHING, 2ply GIRDER TRUSS FASTEN w/ 8d COMMON WIRE, NAILS GIRDER TRUSS Q 11/07/01 CCK 12 NO CHANGE 04.1 OC EDGES `AND 4" OC FIELD. 4 PRE--ENGINEERED WOOD (4)SEMCO RTPGA824 BEND ( THIS HEET) ROOF TRUSSES ® 24' OC, " . STRAPS OVER TRUSS AS SEE ROOF FRAMING PLAN HIP JACK W/ 2"x8" NEEDED ---_ INSTALL 4pcs---16d TOENAILS SYP No.2 HIP RAFTER EACH TRUSS TO DBL TOP PLATE — — HURRICANE CLIPS PER UPLIFT CONNECTOR SCHEDULE. FOR ` HEAVY GIRDER TRUSSES, SEE DETAIL — 1 - TOP PLATE EL `-- t5'-0" SEE ARCH PLANS 1 (2)SEMCO SGP3 STRAP AT DOUBLE OR TRIPLE POST w/ SILL TO CREATE CONTINUOUS FULL BLOCKING BETWEEN FLOORS 2"x6" SYP No.2 BLACKING IN-/ LOAD PATH FROM GIRDER BETWEEN EACH RAFTER. FASTEN 2pcs RTPGA824 STRAPS TRUSS TO CMU TIE BEAM SILL PLATE A7 SECOND U W/ 12d COMMON WIRE TOENAILS 2"x8"x8'---0" P.T. SYP #2 ALIGN FLOOR, SEE WALL SECTIONS Z to ® 6" O.C. EACH SIDE RAFTER TAIL ® 24 Q.C. SPLICE TO PRE--ENGINEERED ROOF TRUSS w (2)2x6 P.T. SYP #2 TOP PLATE W/ 2 ROWS 12d COMMON WIRE 15'-3" w ¢ 6'-0" LLj z o Fe ANCHOR BOLT 5/8"Ox12" ~ w STUDS 0 16 O.C. TO CMU TIE BEAM ¢ z � CDX PLYWOOD FASTENED 2pcs RTPGA824 STRAPS Y Of ¢ _ v W/ 8d COMMON NAILS ® 3" OC TYPICAL ;STRAP ANCHOR FROM ¢ ¢ EDGES AND 6 OC FIELD. V5.25"x9.5" 2.OE PARALLAM ]BUS TO FOUNDATION ri--� SECTION 2 S ECTION PSL CANTILEVERED ROOF BEAM U) v J „ S-7 SCALE: 1/2" = 1'--0" 3 D E TAIL = o s S-7 SCALE: 3/4 = 1'-0" / 5--7 SCALE: NTS 0- z ¢ o 0 � 6'--0" 66'-5 1/2" " I-- :D � v 6'-0 07 U ¢ CONVENTIONAL OVERFRAMING o 9'-0" SETBACK -2"x8" SYP No.2 RAFTERS ® 24" O.C. 1 9'---0" SETBACK = v 5.25"x9.5" 2.OE PARALLAM -2"x6" SYP No.2 COLLAR TIES ® 24" O.C. S-7 5.25"x9.5" 2.0 PARALLAM U PSL CANTILEVE ED ROOF BEAM -2"x12" SYP No.2 RIDGE BEAM' PSL CANTILEVERED ROOF BEAM --2"x4" SYP No.2 X-BRACES CSP 48" Q.C. UPLIFT CONNECTOR SCHEDULE N MEMBER SUPPORT SEMCO CONNECTOR - I I r II II TYPICAL ROOF TRUSSES I I COMMON TRUSS: D83L TOP PLATE (1)HDP2XD AND (1)HCPLR I I I I HEADER BEAM (1)HDP2XD AND (1)HCPLR I' r I I I I I I JACK TRUSS: DB3L TOP PLATE (1)HDP2XD HEADER BEAM (1)HDP2XD GIRDER TRUSS 1)FAP18 ` I I 1 1 I I GO)RNER JACK �1)FAP18 I P E-E GINEE ED WOOD OF T USS S4" 0. I I W I I 1 I 1 I CORNER JACK: DBIL TOF' PLATE (2)RTPGA824 TWISTED Q (� I I I I I I GIRDER TRUSS (1)FAP18 � 1—II I H GIRDER TRUSS: DBL TOP PLATE (4)RTPGA824T W ¢n t I 3 HE,ADER BEAM (4)RTPGA824 [] 4 I I 2x4 OUTLOOKER TOP CHORD OF TRUSS (1)HCPLR Z u) LL I I DBL TOP PLATE (1)HCPLR bj v 11 I IRIDGE T '''c) TYPICAL CONVENTIONAL ROOF FRAMING: _ I I 1 COMMON RAFTER: DDL TOP PLATE (1)HDP2X OR 2 HCPLR I t `) HEADER BEAM (1)HDP2X D �2�HCPLR C� F J I I '� I I M RIDGE BEAM 1)FAP18 z II ( � I cV < 1 I N I I I I I I OVERFRAMING RAFTER: LODGER (1)HCPLR Ll._ J ¢ I I U I I I t RIDGE BEAM (1)FAP18 a I I ao I i I I OVERFRAMING LEDGER: ROOF FRAMING 2 PCS #12x33/4" ROOF GRIP Q I I I I I I BELOW SCREW w/ 1"0 WASHER ® U 1 I I I EACH INTERSECTION WITH I I I I I EXISTING ROOF FRAMING U �Q ,y I I CANTILEVERED ROOF SUPPORT STUDS (2)RTPGA824 TWISTED I I I I %o u BEAM I i i I I FLOOR JOISTS DBIL TOP PLATE 1)HCPLR I I I I SILL PLATE �1)HCPLR n � FLOOR BEAMS CMU WALL (1)SGP3 I I I SUPPORT STUDS (2)RTPGA824T II II I I -v --- -- Z _- -- -- - �-� --- --- --- -I I I CANTILEVERED FLOOR DBIL TOP PLATE (2)RTPGA818T H 1 � --- - -- - - -- - --- --- -- -I I H JOISTS JJ WINDOW D OR HEADERS `° HEADER TO 3'--0" JACK STUDS 1)RTPGA824 EACH SIDE iy HEADER 4'--0" TO 6'-0 ' JACK STUDS NRTPGA824 EACH SIDE HEADER 6'-0" TO 8'-0' JACK STUDS (3)RTPGA824 EACH SIDE 5.25"x9.5" 2.OE PARALLAM 5.25"x9.5" 2.0E PARALLAM S-7 PSL CANTILEVERED ROOF BEAM3 STORY EXTERIOR BEAING WALLS CONVENTIONAL OVERFRAMING PSL CANTILEVERED ROOF BEAM DBL TOP PLATE 3RD FLOOR STUDS TPP6 ® 16" oc DRAWN 15 - 0 -2"x8" SYP No.2 RAFTERS 24" O.C. 48 --5 1/2 15'-0" 3RD FLOOR STUDS 2NID FLOOR STUDS (1)RS150 ® 16" O.C. (�_ MLC . --2"x6" SYP No.2 COLLAR TIES CSA 24" O.C. 2ND FLOOR STUDS SILL PLATE11)RS150 ® 16" OC CHECKED BOOF FRAMING PLAR _2"x42 ')SYP o2X SYP 2 RIDGE IBRAC BEAM 1 SILL PLATE CMU WALL /2"O� x 12" ANCHOR BOLT w/ CCK ES CSD 48 O.C. S---7 2 x2 x /5� PLATE WASHER DATE SCALE; 1/4" = 1'—O" ® 24" OC 07/09/01 N 1. ALL ROOF TRUSSES SHALL BE PRE—ENGINEERED WOOD ROOF TRUSSES NOTES SCALE - � 0 24" OAC. SPACING. 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. 1/4" = 1'-0" REFER TO THE SEMCO METAL CONNECTORS 1997-1998 CATALOG FOR _ JOB No. _9 COMPLETE INSTALLATION REQUIREMENTS. "' , - E01--117 n 2. ROOF SHEATHING SHALL BE CDX APA SPAN RATED PLYWOOD SHEATHING ►' tr 'f% FASTENED W/ 8d COMMON WIRE NAILS C� 4" O.C. EDGES AND 4" O.C. 2) USE THE FOLLOWING COMMON WIRE NAILS FOR EACH CONNECTOR: �G .••....'• ,�_ fs�: SHEET HDP2XD 10-10d SGP3 5/8"Ox12" A.B. AND 24--16d ',•'' �1�IC� .,7, l T FEILD. ROOF SHEATHING SHALL BE INSTALLED W/ FACE GRAIN RTPGA824T 20-10d, U.N.O. HCPLR 8-�-8d PERPENDICULAR TO ROOF TRUSS SUPPORTS. PROVIDE BLOCKING AT 1 FAP18 10--10d x 1 /2 TPP6 10-8d RTPGA818T 18-�-1Odx1 '/2" RS150 20---10d 'y � o UN--SUPPORTED DIAGONAL EDGES AT RIDGES, HIPS, AND VALEYS, TYP. T A 0 3. PROVIDE SYP No.2 AND PARALLAM PSL HEADERS AT ALL FRAMED OPENINGS AS d • ; ,, - INDICATED AS PER. THE HEADER SPAN TABLE, SHEET S,-.3." ,<`' . �,,� s FT 7 0l= 8 REVISIONS BY CDX PLYW00D ' ROOF SHEATHING, 011/07/01 CCK FASTEN W/ 8'd COMMON WIRE NAILS @ 4" O.C. EDGE AND 4'" O.C. FIELD (NO CHANGE THIS HEET) 2x4 BLOCK AT 2"x6" OUTLOOKER SHEATHNG JOINT 2"x6" BLOCKING 4-16d NAILS 4-16d 2x4 --BRACE --16d HCPLR CLIP @ ft 4E" EA. OUTLOOKER HURRICANE CLIP, SEE 2x4 BL o UPLIFT CONNECTOR .. » SCHEDULE W/ 4-12 2x8 SYP N0.2 OVERF'RAMING OVERFRAME W 2"x8" SYP No.2 RIDGE BEAM BEYOND DBL 2x6 SYP No.2 / TOE NAILZ TOP PLATE RAFTERS @ 24" OC, W/ 2x6 SYP No.2 EACH EN 3— dRAFTERS ® 24" O.C., SEE ROOF /s" CDX PLYWOOD ROOF COLLAR TIES W/ 8pcs--12d COMMON @ E 2"x6" SPF #2 STUDS FRAMING PLAN. 1 ROW 10d NAILS EACH END @ 24" OC. 2"xS" SYP No.2 —// VE @ 16" O.C. COMMON NAILS OVERFRAMING '/Z" CDX PLYWOOD FASTENED W/ 8d , , , , ° ° ° ° @3" OC 2"x10" SYP No.2 LEDGER, FASTEN LEDGER RAFTERS @ 24" O.C. 4pcs 16c IALS COMMON NAILS @ 3" O.C. EDGES ° ° ° ° ° ° TO ROOF THRU PLYWOOD DECK W/ 2—#12x33/4" (TYPICA AND 6" O.C. FIELD x 2"x6" SYP No.2 COLLAR TIES W/ ROOF GRIP SCREWS W/ 1" DIA. WASHERS AT CDX PLYWOOD ROOF SHEATHING, 8-12d NAILS EACH END, @ 24" O.C. EACH EXISTING RAFTER INTERSECTION U FASTEN W/ 8d COMMON WIRE NAILS i- x —16d @ 4" O.C. EDGE AND 4" O.C. FIELD = NOTE: COLLAR TIE TO BE LOCATED NO w PRE—ENGINEERED WOOD ROOF 1 c SEMCO HCPLR ' ,0—L� HIGHER THAN 2/3 THE TOTAL HEIGHT W Z o i 3ROWS 12d COMMON WIRE = OF THE RAFTER TRUSSES @ 24 O.C. p = 0 lh W/ 8-8d COMMON NAILS z w0 1 NAILS @ 6" O.C. N FROM RAFTER TO LEDGERQ bi 0 -i J w W � ¢ > _ 1 P SEMCO RTPGA830T COLLAR TIES, TYPICAL Q ¢ STRAP @ 48" O.C. RAFTER LEDGER DETAIL AT OVERERAMING RAFTER C) Q W 2x8 SYP No.2 U o m BASE PLATE I BEARING W W DETAIL DETAIL w � n -i 1 2 3 = 0 0> 2"x6" SYP No.2 BLOCKING IN 1 S-8 SCALE: NTS S--8 SCALE: 3/4" = 1'-0" a 0 0o PRE—ENGINEERED WOOD ROOF 1 1 ¢ Y TRUSSES @ 24" O.C., SEE BETWEEN EACH RAFTER. FASTEN I f-- vii 0 W/ 12d COMMON WIRE TOENAILS 1 u� z Q ROOF FRAMING PLAN 1 ' @ 6" O.C. EACH SIDE 2"x$»x8 --0» P.T. SYP #2 Elf RAFTER TAIL @ 24" O.C. SPLICE = U (2)2x6 P.T. SYP #2 TOP PLATE TO PRE--ENGINEERED ROOF TRUSS W/ 2 ROWS 12d COMMON WIRE 2"x6" SPF #2 NAILS @ 6" O.C. STUDS @ 16" O.C. 1/7 " CDX PLYWOOD FASTENED W/ 8d COMMON NAILS @ 3" OC EDGES AND 6" OC FIELD. GABLE END X-BRACING AT RAFTER OVERERAMING Z SECTION Q S--6 SCALE: NTS O r Ld Q LL] 0 a LL C 3 0 Cn L L.LJ 0 of W 0 m VJ � LL_ :Z IZ! w O • LTJ i 1 1 } DRAWN MLC CHECKED CCK DATE 07/09/01 SCALE 1/41# — 1'-0" JOB NO. Js�,eir( �,, E01-117 �. ,,...... '*w� SHEET • , � Q - cc. .- Er• 1 �',S 8 • j 0 EE OF 8 . � _.... 9- iseoLak v 0 I O I O , O 51MILAR AA /AA ►� 12. 00 A3 N8.9'05000 'E 90. 03 ' A3 Fy 11-2 V4' 22'-0 1/1" { . 5'-6 3/6` 5'-5 I/8' 3'-6 1/2" `n _ 1 )=QUAL EQUAL ,.�4% Zr x 4� °Lu xz � � i o � � w BEDRM4 BE RM q ��.-�y'Y f {�` v G RAGIE, 2 5PACE5 I 0' —V YOU FULL HT. GARAGE 2 SPACES �� (y TH,OF 5TRUGT,I,E 5TUD WALL5 AND GEILIN6 OF g I i I _ 1 6ARA6E FIN15HED WITH 1/2 � 0 WR 6YF51Jh1 WALL BOARD Od 7 i . 5/6 C/O 5/6 G/O • C) 4'-3 1/2" BLT-IN 5LT-IN v R116 I,~6" 4'-q v45 41.3. Q 1 Na I -CLO I I GLO ►^ AT R 5TR►1'PED, ILO Bi 16 I" DOOR AT GARA6E LO 2/5 BLT-INBLT-IN 20 EQ EQ 2/8 I CLO VERIFY ELEVA DOOR 41 � I I L7-{N ET �� I �I J � + Ea >~a •o w , FOYER � 16 � � E 14 3/O PR G BATH 4 BAT H� PR2/O 3/O Y UP 14R m i \ / � FOYER O IFY NCE ' , or . 1 I '5,FLAT o 20 4'-2" 2/8 i T MAS. LAIN R� IF I .! I V Z E-0 a Q CLO EL CLO UB" ' 2'-I I UB' r 5'-10 3/4' 4'-1" r-n` 3'-6 3/4" 3'-61/a` 3'-6 5/6' 2'-9 1/4' L 14 "F 33 2 3/4 1 I I, I 66'-51/2" i 4 j I 20.86' S89°50 '00 "W 83. 92 GENERAL NOTE r . ' UNLESS NOTED OTHER DIMENSIONS AND NOTES SHOWN FOR RIGHT (.EAST) c M15GdJP EDF srr REV'D SED RM, + GLO. 1/8 I 4z, I SIDE OF DUPLEX ARE COMMON FOR ,o, UQDATED ID/�7 , TERRACE Ist LEVEL PLAN LEFT (WEST) SIDE OF PROPOSED , Date DUPLEX. WHERE IN DOUBT VERIFY Michael G. GIaSs Pro;�ttM1�gnagement i/4' : 1'-0 V-0' CEILING HEIGHT THIS LEVEL WITH DESIGNER / ENGINEER Desi ns 9 1159 Gail Drive Atlanta, Georgia 30319 (404) 534-9993 NOTE - ALL 1NTERI0R NON-LaAE> BBARINEv WALL5 TH15 Lf=N/f=L 2>t4'5 ICS" GTR5. PROJECT � SHB L NI75G fi�B ARCHITECT'S PLAN5 FOR DRIN/E5, WALiCa, PAN/INOS, E-TG. COLLINS RE51DENG I ATLANTIC BEACH G' TITLE Tf=-RRAGE! LE L PLAN'. TH 15 15 RUGTUR TOB F' 2)NfCLBRBL7. TaWC�. NO. Ti-IROti-BOUT I NGGOR]C'ANG Yet I TH THE! R �tU I.RFMBNTS O� NI f=A 13D 0 ' t h S 11 r e e 11 DATE ,5/4/01 SGaLE 00 NOT SCALE CHEEK Al DIMENSIONS ON 5170 MICHAEL C. C1,ASS Q 2001 II , F .. .. '• VE FYi A+ ,kyr (�OOR5 . � ALI6N FROM ELEVATOR WALL(B1ri,.OW) 6 8 . „ , f R i , i _ 56i VBME55 . X s 15OKERN F/P 150KERN F/P r 5TUIDY X 5 Y XX XX PR30 PR30 S ( 5TUD WALL � m DECK N / 2 PKr 2& Kr ry _ a U m I DE u. F RI PAN 16 C21 titi Cs T. RM. tl. 3'-4 3/4" 's PAN c 1 s 24 i 24 � � PR3o cry PR3o xv 88X-42sitX136 2ix28; I ® CLO CLO M16ET B m �- KIT HENSJOTS-i- 1A VE IPY FIURE AN HET BAR 2/6 Gro 2/4 � 2/a FALSE BEAM AP� � TY 5 fir/ UJNER '� x a xX DOOR,FRAME AND 3/ 3/O 1 1/2 HR.RATED I w�vwAR>+ HAROKWE J. PR50 { , DINS REF �_ VENT REF _ HOOD 6" G WALL PULL . _ FALSE BEAM i AND IDTH OF 5TWInfi E DN HALF WALL � D/O KITCHEN KITCHEN Q �� O O 3/O COVE DETAIL � x T E p/w /w Y j ON I&R I VERIFY FROM SECOND FLR � ♦Z�v �1'_'�� UPPER C 3rd � LEVEL PLAN A5 61-01/41 7''5 3/4" 4'-0 1/8" 3'-8 3/4" 3'-41140 3''I /2" 5''6' 51-103/00 4''a 1/4" 4'-8 6''O 1/4' /\�//�'�/\�J/\� ((\�(/�`'[/�\,J(�� 51=AT " LIN [:D yr7 N ` � O BATH 2 ►� I trQ , I �.. PATH 2 Pk CLO �r \ GL 2/�I � 2/4 V i yy��qq�. 6 STUD WAL I + r 51-PASS m I FSDAP LIrDGl 1C f (SOAP L> D r 1 — ,• / DOOR i 2/6 x LVRD Xx 1 SEAT SEAT J, TUB J. Tu5 ' M. BATH Q M. BAT x 36x60 56X60 2/5 TA ' 24 \ r F MELE55 HVAC 2_ 2/61 I HVAC 6 55 SNCL. STAG Ea j ED I 11_8" i � (STEAM UNIT) (5 M UNIT) IN I 2/5 3/0 m PKT ►- pKr- CLO LD �*. i - i FR50 I I I ry *` �2/8 �. -2-PR 6 �II BED RM 2 PR30 I � BED RM 2 � 3/O PKT � f 2/8 I ! —26 - - I � . 3'-1►" � GENERAL. NOTE . , FIR I/ i " I UNLESS NOTED OTHER DIMENSIONS >__ cV l �ixo9 i i " 2J8G/O ry �� a?flr.�3n�i� . TES SHOWN FOR RIGHT (EAST) 5'q 5/8 f I AND NO I 2a ,' i EQ ' Eat • � SIDE OF DUPLEX ARE COMMON FOR , I n Sia I �--�-..�— 4'-1 � L � I - -- LEFT (WEST) SIDE OF PROPOSED. I �._S" i 2a ! i l0'=6" > a DUPLEX. I i �- WHERE IN DOUBTVERIFY -- a"� 41Y0LL, FVLLHT. ,_ " GALLERY , , WITH DESIGNER / `ENGINEER UP 16R GALLERY 1 � �MpF_HV H--OF-5r12X a o MA5TER MA5TER UP3/0 l i 1 3/O x 1111 G M15C.. UPDATES B/'1 I --� r i B REY!'5 M^5TER BATH I/B I !� -ELE E , A UPDATED 10/2-T LEY 1 I~C�IJp�. >=CUAI. r i �2evis(on' Date NO. DN 15R �R3o PR3D Mich el G.-sw7s "s Architecture f a. . , . C71Gi55 Project Management I. I . L7G51G_jn5 1159 Gail Drive Atlanta, Georgia 30319 (404) 634-9.993 i ALI6 ALl6N FROM -'ERRAC!^ PROJECT" GQL. L I N5 RE51 PEENCE VERIFY FROM FIRST X ATLANTIC, 5E^C,� MAIN , ( 2nd � LEYEL PLAN �� TITLE A2 MAIN it ' UPPE 1/4' = 1'-0 DINS: NCS.. TH 15" BTRUGTU TO 5F_ 5PR I NKL E5 E= ` . , . OHQ • THRQU UT 'IN' �4GGQRD,��lGE• Y�I I Ti-i THS F CSU I FZE H 1T�5 Q� Nl=ice LSI 3' 00 NOT CHECK ALL GIM>RNSION$PN SITE MICRAM G tsLtiS$ © Y001 J' • : i i I LZ It'll I I fit I PREFINI%ED 5TAN01% METAL ROOF (TYPJ FN PREFINISSHED FED 57ANDING SEAM MIrk. RAILIN METAL ROOF CEDAR 5HINGLE5(TYP) PREFINI51W L 11 METAL LOUVRED 5HUTTER6(TYP) ROOF PLAN I A.- '43 f/S" = 1'-O" ((DA DIAGRAMMATIC ONLY READ WITH 5TRUCTRAL AND TRUSS MFG's PLANS FF Y tl TIVE EW KET(TYP) if 1-111LU LAA I LIU L 24' GUT FROM 6x8 I 8 WEF 18 FT.WIDE SECTIONAL �ELEVATION E ELEVATION DOOR w/APPLIED i~AGING/TRIMS ' ,43 1/4 - V-of ,43 1/4" = 11-0 1 LAMINATE»aoM cur � READ WITH TYPICAL NOTES EAST ELEVATION �x►7 r°W SIM)5IWAC AND 5�GUT SURFACES GUT FROM 4x6 i 5TANDIN6 SCAM ` 12 m R30 FOAMED TYPE FRAMED ATTIC METAL ROOF IN5ULATION TO UNDER- 5/8" 4 PL 51DE DECKING011 5RACKET DET. DECKING ENC'I� 100 NOTE - REF. STRUGT'L R30 BAIT 5TRUGTURAL TRAY CEILING DETAIL.AD�aT DET. IN5ULATION BEAM (SEE A2 - UPPER FLOOR) HT.AS NECE55ARY AND PITCH 50 AS NOT TO EXCEED UPPER rd LCL 35 FT. O/A HEIGHT NOTE - GYPGRETE RLAYMENT THIS LEVEL OF 5TRUGTURE FROM 145 FT.DATUM 5EE 5EGTIO G GREAT ROOM �RI9 INSULATION TYP. Q FOR VAUL CEILING UPDATE AT 2x6 EXTERIOR 5TUD WALLS 5EE PLANS PARTITION LOCATIONS tLk"' Ova 1014V I � ! i MAIN c 2nd LEVELGENERAL NOTE 5ECTIONQ CREAT ROOM UNLESS NOTED OTHER DIMENSIONS AND NOTES SHOWN FOR RIGHT (EAST) 1/4' = 1'-0" SIDE OF DUPLEX ARE COMMON FOR READ WITH SECTION �,-A TI5 51-1ET — LEFT (WEST) SIDE OF PROPOSED DUPLEX. WHERE IN DOUBT VERIFY STUD HALLSN�DGEILINGOF WITH DESIGNER / ENGINEER 2" THK. R5 RI61D 6ARA&E FINi�WITH 1/2" IN5ULATION TYP. hit 6YP5UM WALL BOARD AT CMU HALLS r3 M150. UPDATED 3/7 A UPDATEP 10/27 4 TERRACE( I8t LEVEL No. r 1 n Date INTERIOR BRNG.HALLS AT TERRACE Rev o LEVEL ARE 2x6's o Ib" GTRS. TYP. Michael G. C�IQ55 Architect re Project Mpnagement v EL 145 . � - DE351 n5 1159 Gail Drive Atlanto, Geor io 30319 (4fl4) 634-9993 ro • .' a . .. , ' . . •! • PROJECT • GOLL I NS RESIDENCE ATLANT I G BEACH SECTION A-A TITLE EAST AND Y�IBST I/4" = I'-0" L.BV'S / SECTION : DIAGRAMMATIC ONLY - READ WITH STRUCTRAL AND ARCHITECTURAL DETAIL INFORMATION nwr�. No. _ I D,R-M 5/4/ol 5GAL1~ • DO NOT SCALE CHECK ALL W1IEN510NS ON 5(TE MICW`EI,C. CLA55 © Zp01 II i Iii • y 1 I ' M GMU HT. ,. J I �NVK , iVill -t -----� -----1- , - --�-�- t - 1 I - - , ! i ; i I ' I I ► ( I ! ► ' i i i 1 � j! i ,I '�{ ! I I i xx I II , 0", xx X ; I I �! i II-ILL, 111 �-*-±-r- I I I !- I �t-t--ri I I - ''�` I iPA t ! ) I I I ! II ; I I o III ii I i i4 ' i I I 71-11L. -I ul + l 11 ' I' �' �' !I I III li ! ! I it Ili \ / \ / I s ' LI l I ' ! L '�I !�I-LI I I' ; ! I I ) I ! 11 I ; ! J _ ' ' 11 I_I I' I ' 11 � I�� ! I ' I ' I I.I 1 111.1 it i1 I I ii {' 111 ' t/ I I ' i I ! ' I ! I I1 I { I Ii I ( , I ' i i'I I ; I / \ ISI II ! ' I ii I I I I '`—{�' \ / II I I I I I I; II ILi' I 11 I I , i !i ISI, a \ /I I ! !t I II I ' I I I r i I I it , ! I `1 I ii I NORTH EL"OVATION 1/4" = 11 -01 AA 5IMILAR A3 l / / 5/0 Emffmwmmmmm�, M11111111", // /� / ' / M NE01/1 - � v0ow//z21 % x VNE/l/m/l/I o 11 r LM GENERAL , NOTE 14. UNLESS NOTED OTHER DIMENSIONS AND NOTES SHOWN FOR RIGHT (EAST) ILI/ 1 11 1 SIDE OF DUPLEX ARE COMMON- 'FOR LEFT (WEST) SIDE - OF PROPOSED DUPLEX. WHERE IN DOUBT VERIFY WITH DESIGNER / ENGINEER f Ks 1 G Lam 7/41 10 M15G. UMDIATE5 If B , Rr=vl ANDO�NS TERR 10/2`7 B BSD' RM / M. ATi-F A LF12ATED 10/?'7 No. Ravieiorl Date jMichael G� Architect re i f I7e5i C15' [7IQ5s Project Maanagement 1159 Goil privy. Atlanta, Georgia 30319 (4D4). 634-9993 PROJECT 5OUTHCOLLINS RE9IDENCE ATLANTIC BEA C 1/4 11.01 TITLE ' NORTH SND SOUTH E-LeVA�TION5 THIS STRUGTUR� TO, �3� SPRI ht�Cl;.��D DWO. NO. . THROUC� fQUT LNGQRI�AthlG Y�IT . 4 THe REOUIR -M t�tTS �I= NFPA� 115 D . ,. r 5!4!01 5C eAL . .. � C.�� 00 NGr''5CJLLE, 1. ;CHECK N.�DIIdENStON$'A+r 9" MICK!EL, �.OLIV^S' (� 2001 6?ctck a DESIGN CRITERIA REVISIONS BY 8" CMU WALL w 1#5 8" CMU WALL w/ 1#5 SLAB ON GRADE, DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1994 STANDARD BUILDING CODE. ©11/07/01 CCK / SEE PLAN SLAB ON GRADE 2--#5 CONTINUOUS VERTICAL IN CONCRETE VERTICAL IN CONCRETE SEE PLAN WIND LOAD DESIGN PER SECTION 1606.2 FILLED CELL 0 48" O.C. FILLED CELL 0 48" O.C. 22 X ° x �x°�. - a LIVE LOADS: 4/04/02 CCK 1-#5 CONT. J --� X �X X X. ° : ° ROOF & CANOPIES 20 PSF # _ - ° P =; ° ° • `° FLOORS 40 PSF CONC. SLAB N N 10"X20" THICKENED • + 4 k ° = BALCONIES 60 PSF ON GRADE, SLAB ON GRADE, SLAB W/ 2-#5 CONT ALLOWABLE UNIT STRESSES SEE PLAN o EL. +0'--0" SEE PLAN EL. +0'-0" 1 _8 r "-0 CONCRETE: (PER ACI 318) ' X X X _ X 8" CMU STEM WALL W/ 4 X— � X ° : x: x AX MASONRY: (PER ACI 530) I I=III=III=III=I #5 DOWEL W/ STD HOOK. 4. SECTION 3 SECTION STRUCTURAL STEEL: (PER AISC) �I ( I=III=III=III- SPACE TO MATCH WALL 5 CONCRETE: REINFORCING AND 0 48" 1-#5 CONTINUOUS SCALE: 3/4" = 1'-0" S-1 SCALE: 3/4" = 1'-0" S-1 SLAB ON GRADE f'c = 3000 PSI III=III=III=I O.C..GROUT ALL CELLS SOLID BELOW GRADE CMU CONCRETE GROUT f'c = 3000 PSI 12"x24" CONTINUOUS 12"x32" CONTINUOUS 78" CMU STEM WALL W/ SLAB ON GRADE, 3/4" DEEP SAWCUT w/ SLAB ON GRADE, MASONRY f'm•=1500 PSI CONCRETE FOOTING, CONCRETE FOOTING, #5 DOWEL W/ STD HOOK. SEE PLAN ELASTOMERIC SEALANT SEE PLAN REINFORCMENT ASTM A615 - GRADE 60 SEE PLAN AND FOOTING 0 SEE PLAN AND FOOTING o SPACE TO MATCH WALL STEEL BOLTS ASTM A325 SCHEDULE "I SCHEDULE "I REINFORCING AND 0 48" ca • �- t� �' D.C..GROUT ALL CELLS' TUBE STEEL COLUMNS ASTM A46 SOLID BELOW GRADE ALL OTHER STEEL ASTM A36 U 110 n 8"x12" THICKENED '� " ------ - WELDING ELECTRODES ASTM A-233 E-70XX Z V) » EDGE W/ 1-#5 CONT > 3" CLR 3" C R . 12 SOIL BEARING PRESSURE 2500 PSF �,;� 22-039 2 -8 TYPICAL THICKENED EDGE NOTES: REINFORCED CONCRETE _ 0 of SECTION SECTION 1) PROVIDE SAWCUTS 70 CREATE �- W D 0 0 1 2 APPROXIMATE 20' X 20' MAXIMUM ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF Q z w N ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW --j w ao SQUARES ¢ w SCALE: 3/4" = 1' -0" S-1 SCALE: 3/4" = 1'-0" S-1 SECTION AND APPROVAL OF THE STRUCTURAL ENGINEER. Of Q = 2) SAWCUT CONCRETE SLAB WITHIN 4 to 4 TO 12 HOURS OF CONCRETE PLACEMENT. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS m o SCALE: 3/4" = 1'--0" 5--1 FOLLOWS: 0 w z 2" SLAB CONTROL' JOINT FOUNDATIONS 3" Lcn o 66'-5 1 CENTERED / SLABS ON GRADE = c� d. z 0 0 DETAIL 6 ALL. REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 60. ALL WELDED WIRE O Y 21'-10" TO STEPDOWN © 21'-10" TO STEPDOWN FABRIC SHALL CONFORM TO ASTM A185. Q >, SCALE: 3/4 = 1 _0" z -, 7�2'-10 3/4 2'_0" 2 -10 3/4 „ ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. 0 2'-11" 2'-8" 11'-7" 2'- 9'--6" 9'-6" -8 11 -7 21-8; 2 -11 = v ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED U 2#5 VERTICAL AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE MANUAL OF STANDARD N EI E1 D ID l7 O 17 CDE1 C] El El(D C] EICD EI D O EI D "N PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. 0 ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION N I I I I I I - N OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL 01 3 0 I I 0I S31 �I I 2#5 VERTICAL WIELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. N S-1 I I co I I I I N WERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. MASONRY RECESS TOP OF SLAB O (� 2'-6"x2'-6 x1' " -O"d MONOLITHIC „ AS REQD FOR A ( I A � ALL LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE COMPOSED OF ASTM C90, GRADE O POST FOOTING w OVERHEAD GARAGE DOOR I I I p I 2 I I / 3- #5 EACH WAY I 4 N•-•-1 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE S MORTAR. J J (TYPICAL 4 LOCATIONS) ALL EXTERIOR CMU WALLS SHALL BE REINFORCED FULL HEIGHT IN A GROUT FILLED CELL r o 0 WITH 1#5 AT: SLOPE I I I I I I I I SLOPE - • EACH CORNER, WALL ENDS, WALL INTERSECTIONS, o ( O L `o I I 'n (j O I 0 EACH SIDE OF OPENINGS, U.O.N. Fl p I • AND AT A MAXIMUM SPACING OF 4'-0" O.C., UON. W 4 EL. --0'-4" I I LAP VERTICAL BARS 48 DIAMETERS WITH WIRE TIES. oq* of 4" CONCRETE SLAB w WWF 6x6••-W1.4x1.4 ON RECESS TOP OF SLAB I GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS. DQ V.� 0 6 MIL VAPOR BARRIER ON TERMITE TREATED I I I I I I �/4" AS REQ'D FOR I NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND �- 0 GRADE PREPARED PER GEOTECHNICAL REPORT. >, I O I - APPROVED. o SCEP OVERHEAD GARAGE DOOR 0 TOP OF SLAB ELEVATION +0'-0"• (� SEP © I I z I I I i FALL ALL CELLS SOLID BELOW FINISHED GRADE. 3'-0"x5'-0"x1'-0"d MONOLITHIC I 10 Q w = w I El I 6 POST FOOTING w/ 4-#5 LONG WAY 2#5 VERTICAL PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" O.C. VERTICALLY, UON. IN w o AND 6- 5 SHORT WAY. o ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE AND I � � I I _ � # I m S 1 I BELOW OPENINGS, EXTENDING AT LEAST 24 INCHES BEYOND THE OPENING. N o_ O I I I I I I (TYPICAL 2aLOCATIONS) i� 2N LAP JOINT REINFORCEMENT 6" MINIMUM. Q F �--� 2#5 VERTICAL z o . . ._ _ _ ._ . J I I i I L. ..... — _ — ._ . . ._ .� _ — • I cn SAWCUT JOINT SAWCUT JOINT cn I ALL PRECAST OR POURED LINTELS SHALL BE REINFORCED WITH TWO #5 TOP & BOTTOM _ _ r WIITH #3 TIES ® 8" AS A MINIMUM (U.O.N.) AND HAVE A MINIMUM MASONRY END BEARING OF 8". J i I ( I 4" DNCRETE SLAB w WWF 6x6 -W1.4x1.4 ON — I MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530.1. _j 1 / 1 O S-1 I I I 6 IL VAPOR BARRIER ON TERMITE TREATED I SUPPLEMENTARY NOTES 6 I CD I GRADE PREPARED PER GEOTECHNICAL REPORT. ( S-1 U TO OF SLAB ELEVATION +0'-0". ( I VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. — — z 00 COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, �- o I I I o I I I ELECTRICAL, AND PLUMBING DRAWINGS. I _ EL. +0'-0" 6"ISE I `-- I I i- I 6"I STEP EL. +0'-0" I ( o THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR ri CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR 5 I � I I ( � I I I I THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE S_1 CONTRACT DOCUMENTS. C -E p Ej PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID — — — — — — — — � — � — — �— — D — O C] — � Cl � �"... — O � � Ci — U � EI � � — — — — — — — — — CDCD EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING IDD CONSTRUCTION. F1 F1 M IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. 13'-7" 14'-3 1/2" 2'�.8" 2'_8" 14'--1 1/2" 13'-9" WIND LOAD DESIGN CRITERIA WOOD TRUSSES 1'-21/16" 3'-O 1'-21/16" WIND LOAD BASIC 110 MPH TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, IMPORTANCE FACTOR 1.0 DESIGN, WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. MEAN ROOF HEIGHT 35.0 FT SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED FLORIDA ROOF PITCH 4/12 PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS VELOCITY PR 018.4 DEGREES) DIMENSIONS AND DESIGNS WITH ARCHITECT'S DRAWINGS. DRAWN FOUNDATION AND GROUND FLOOR PLAN FOOTING SCHEDULE ELOC PRESSURE 31.5 PSF ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMATIC AND ARE INTENDED TO INDICATE MLC SCALE: 1/4 - 1f-0 DESIGN CONCEPT ONLY FOR ROOF CONFIGURATION. CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM REINF. TOP REINF. REMARKS CCK j PLAN NOTES: LONG WAY SHORT WAY LONG WAY SHORT WAY ROOF TRUSSES SHALL BE DESIGNED FOR END OR INTERIOR ZONE UPLIFT PRESSURES AS 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0' APPLICABLE. UPLIFT FOR INTERIOR ZONE TRUSSES SHALL BE COMPUTED USING INTERIOR DATE m 2) TOP OF INTERIOR FOOTING ELEVATION -2'-0". F1 CONT. 2'-0" 1'-0" 3-#5 #3 ® 48 ac SEE NOTE 2) ZONE PRESSURES. 07/09/01 II �t � r » " SCALE 3) TOP OF EXTERIOR FOOTING ELEVATION -2'-0' . F2 CONT. 2 -8 1.0-013 3-#5 #3 ® 48 oc - - EL. -2'-0" T.O.F. ROOF TRUSS DESIGN CRITERIA 1/4" 1'-0" a, 4) FOR REINFORCING AT MASONRY OPENINGS, SEE DETAILS ON SHEET S-2 Z LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF r 5) 'TE' DENOTES THICKENED EDGE OF SLAB PER DETAIL 4/S-1. AO 2 -6 2 --6 1 --0 3-#5 3-•�#5 _ - MONOLITHIC DEAD LOAD . . . . . . . . . . . . . . . . . . . . .20 PSF �o� No. MIN. DEAD LOAD-ASPHALT SHINGLES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10 PSF E01-117 6) FOR DIMENSIONS OF WALL OPENINGS SEE ARCH PLANS. �� , i"'"" ► I 3'-0" 5 -0 1 --0 4-#5 6-#5 r - MONOLITHIC ` "��, SHEET cn TILE ROOF. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 PSF n �. NOTES: WIND UPLIFT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PER SBCCI , ��. � 1) WALL FOOTING F-1, F--2 ARE CENTERED ON Q OF 8" CMU WALL, SEE SECT. 1/S-1 & 2/S-1. BRACE BOTTOM CHORD AS REQUIRED FOR WIND UPLIFT. �� ';� �' •�° -,r e�� '' 00 1 eS - 1 COORDINATE ROOF AND FLOOR TRUSS LOCATIONS WITH PLUMBING WALLS AND HVAC EQ6A o SO AS TO AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF DL�pT 1 { STACKS, PIPES, ETC. 01% �,c SHEET 1 OF $ ri. Is •,.- 9-102.- 21oq Wavk 00j, - �' . .............. .. . ...... . .. WINDOW WINDOW REVISIONS BY WINDOW/DOOR ROUGH OPENING ROUGH OPENING Q 11/07/01 CCK ROUGH OPENING IN & 4/04/02 CCK 1 pc 2"x8" SYP 1-#5 VERTI AL 1-- 5 VERTICAL 2-#5 VERTICAL 2-- 5 VERTICAL 2-#5 VERTICAL P.T. No.2 FIRST C LL FIRST CELL SECOND CELL FIRST CELL SECOND CELL A "BUCK" -______._ F71�71 1 "F 1-#5 VERT. �:�.. 1--#5 VERT. __ --__ - 3,.:> 2-#5 VERT. 1-#5 VE TICAL _---r r� 1pc 2"x8" P.T. SYP 1 -#5 VERTICAL 1pc 2"x8" P.T. SYP 1-#5 VERTICAL `' �' ' FIRST CELL No.2 "BUCK" " No.2 "BUCK" @ 48" O.C. t @ 48 O.C. EXTERIOR 1-#5 VERT. 1-#5 VERT. .LN :••� >, OPENINGS OVER 8'--0" ❑ yli ; H~: ❑ OPENINGS OVER 3 —0 `��h•.•� •F� �' OPENINGS UP TO 3 —0 OPE 1 . 5 �- `!-#5 VERT. TO 8--0TO 18'-0" 8" CMU CORNER 8 1- VERT.x8" CMU COLUMN # 1-#5 VERT. 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 DETAIL 6 DETAIL " S-2 SCALE: /a" = 1'--0" S--2 SCALE: 3/a" = 1'--0" 1••-#5 VERTICAL EACH CORNER, S_2 SCALE: 3/a" = 1'-0" 5--2 SCALE: 1�/2"' = 1'-0" S-2 SCALE: Y470 = 1'-0" S-2 SCALE: 3/a = 1 -0 INTERSECTION, AND @ 48 O.C. U FILL CELL SOLID W/ 3000 psi 2"x4" SPF #2 STUDS @ Z cn CONCRET 16" OC, SEE PLAN FOR OPENINGS OVER 6'-0" TO 25" LAP MIN. 2"x4" P.T. SYP No.2, �z 16'--0" WIDE, PROVIDE 2--#5 TOP 1/y "x8" ANCHOR BOLT FASTEN TO CMU w/ o iY AND 3 TIES @ 8" OG 11-#5 VERTICAL @ 48" O.C. 2x4 SYP No.2 @ 24" OC w 5 " " L SOLID W 3000 psi / /8 �x6 HILTI KWIK F--- w m o # PT PLATE 2x2x1/8" WASHER Q `'- ,r FILL CEL / puj 2--#5 BOTTOM FOR OPENINGS OVER 3'-0 CONCRETE BOLT II @ 24 O.C. < > N TO 6'-0" WIDE PROVIDE � (EXPANSION BOLT NOT or r � � ¢v � SLAB ON GRADE, PERMITTED WITHIN 4" 5/8"Ox8" ANCHOR BOLT 1 #5 VERT. 2-#5 TOP & BOTTOM & #3 z #5 HORIZONTAL ¢ • TIES @ 8 O.C. TIE BEAM REINFORCING SEE PLAN OF SLAB EDGE) @ 24" O.C. U c� i m o N 2- 5 CONTINUOUS 8" CMU WALL a X'" X , X A 8" CMU, C� c~n v ; '�j ° � ww # 6'-0" WIDE °T -- d- W 66_3 UP TO ¢ °° _ SEE PLAN °" x a X- . 4 k° ` ''''" Z o Z J 00 8" PRECAST LINTEL N ZI 8 CMU WALL . -o w + 10"X20" THICKENED ! " Y (TYPICAL) \_-SLAB ON GRADE, � v OVER 8'-0" OVER 3'••-0" TO 3'-0" WIDE % #5 HORIZONTAL SLAB W/ 2-#5 CONT C, SEE PLAN STUD WALL FRAMING N (%, o 7) q v ° TIE BEAM REINFORCING TO 18'-0" WIDETO 8'-0" _WIC NOTES: 1 _8 SEE LA 1) FOR OPENING LOCATIONS, WOOD STUD TO = " OPENINGS SEE ARCH DRAWINGS. TYPICAL HORIZONTAL SPLICE TYPICAL CORNER SPLICE INTERIOR LOAD BEARING WALL MASONRY WALL CONNECTION TYPICAL LINTEL ABOVE 2) PROVIDE 8 BEARING EACH SIDE OF OPENING. 9 SECTION 3 GROUT LINTEL SOLID. 10 SECTI O 11 DETAIL 7 DETAIL ) r8-s� SECTION S-2 SCALE: NTS S-2 SCALE: 3/4" = 1'-0" S-2 SCALE: 3/a" = 1'--0" S--2 SCALE: 3/a" = 1'-0" S-2 SCALE: 3/4" -= 1'---0" 66'-5 1/2" GARAGE DOOR HEADER INSTALL 2pcs 140 x ,6" ,r 1 BEAM AN REINFORCING ANCHOR BOLTS W/ 2x2 x /e " r 2'-10 3 4" , " I �jAS PER PLAN PLATE WASHER ATI MI SPAN „ 2'-10 3/4 2 -0 / 2 _8 11 _7 2 -g 2 -11 I I FOR SPRING BLOCK AT 21_8 11 _7 2 -8 _6 9 -6 2 -11 9 2--#5 VERTICAL I __I® __ _ ---------------------- #5 ____....._____________.. -®L� I Q 1--#5 VERT. I CON FILLED I __.I�,�__._.� __---------------------- SEE ___________________ I 1 SEE DETAIL2/S- CELL TO WIND W SI L WEIGHT I I� -®� --J I 1 I I I I o #5 VERTICAL I I 2"x8" SYP No.2 I I #5 VERTICAL o I 1 EACH FACE U' o - i 1-#5 VERTICAL IN I EACH FACE P.T. PLATE I I AS PER PLAN W N A5 PER . PLAN 14 1-#5 VERTICAL IN CONCRETE FILLED I i® CONCRETE FILLED CELL @ 48" O.C. I I U CELL @ 48" O.C. SEE DETAIL 3/S- I Iq' 1 1 SEE DETAIL 1/S-2 IJL 0 NING R #5 VERTICAL Q w ¢ SEE DETAIL 1/S-2 J „ „ I 1 EACH FACE J - #5 VERTICAL I I 18 - -0 1 1 A5 PER PLAN � 0 °C ¢ 2-#5 VERTICAL EACH FACE �® GAR OOR ®i I V-- o FIRST TWO CELLS AS. PER I I I I INSTALL 5 cs 1/2 x 6" ANCHOR � _ •- � PLAN I I I I � p ilk 1 I ? I 1 I BOLTS @ 24" O.C. MAX. W/ 2"x2"xVa" _j W Q o° o' ¢ cL I I 11 11 PLATE WASHER AT INTERIOR FACE OF '-'-� I I I I WALL OPENING EACH SIDE TO RECEIVE m 4"x6" P.T. SYP No.2 POST m _ ;n j1 jl Ali 11 Q v o w 1 c SEMCO SGP3 or SIMPSON o O N Z 11 11® II 11 2x8 P.T. WALL/DOOR PLATE. V) / p --� ¢ i 11 11 FOUNDATION SLAB II II z HTT22 (3 LOCATIONS) ¢ 4"x6" P.T. SYP No.2 POST ° II II II II �_ c_ w/ 1pc SEMCO SGP3 or SIMPSON ? HTT22 (3 LOCATIONS) j j 17'-11" I W J a ¢ 10 I I -1 DETAIL 3 S_2 w S-2 SEE D / m n » o I " o GARAGE DOOR BUCK FASTENING TO CMU U 2pcs 2 x4 SPF No.2 d co �' STUDS AT HEADER BEAM 2pcs 2x4 SPF No.2 0 8"' CMU W LL w/ STUDS AT HEADER BEAM ,' BEARING, EACH END 1-#5 VER CAL IN BEARING, EACH END r12 DETAIL 2-#5 VERTICAL DBL 2"x10" CONCRETE FILLED FIRST TWO CELLS V) CELL @ 48 O.C. DBL 2"x1 O" Of S--2 SCALE: 1/2" = 1'-0" SYP No.2 HEADER SYP No.2 HEADER •N .� _ 8 x16 CMU/CGONC. 8x8 PRE CAST LINTEL SW- SW_ SW- o TIE BEAM AS PER (PLAN W/ 2--#5 AS PER PLAN INTERIOR LOAD BEARING WALL INTERIOR LOAD BEARING WALL N DBL 2"x10" S-8 3-8 ¢ 1-#5 VERTICAL IN SYP No.2 HEADERco �. CONCRETE FILLED I SEE DETAIL 11/S-2 CELL @ 48" O.C. I 1-#5 VERTICAL IN i� .- 1--#5 VERTICAL IN CONCRETE FILLED - CONCRETE FILLED CELL AT BEAM ARING LOCATION � S E DETAIL CEL @ 48" O.0 5 S- 1- 5 RTICAL IN 2-#5 VERTICAL 2-#5 VERTICAL COI, C E FILLED CELL 1 AT BE BEARING LOC SEE DETAIL o � S_2 p- I 1--#5 VER IN 1 SEE DETAIL 5 S-2 ! CONCRET LLED / C° CELL ® O.C. 1 _#5 VERTICAL ee DRAWN 8" CMU WALL FASTEN 2"x8" P.T. MLC IFNIN I i I ® Fd AS PER-PLAN SYP No.2 WINDOW/DOOR CHECKED j10BUCK TO ,8" CMU W/ DATE ry 1/4 Ox23/a TAPCONS 07/09/01 ! SEE DETAIL 4/S-2 @ 24 O.C. INSTALL N , » r » r " ' " rr • » r " rr " SCALE 1 -7 11 -3 2 --8 9 •--1 1/2 29-g 11 -1 13 -9 2x8 P.T. SYP SIDE cs MINIMUM EACH 1/4" = 1'-O" ,. 3 1 No.2 WINDOW/ E01-117 1 1' B _21/1S" DOOR BUCK -2 /1 SHEET U) 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED W/ DBL 2"x4" sYP WINDOW DOOR BUCK FASTENING TO CMU _ 1 ST LEVEL WALL PLAN No.2 TOP PLATE, 2"x4" SPF No.2 STUDS @ 16" O.C., AND 2"x4" P.T. SYP - - No.2 BOTTOM PLATE, MINIMUM. rl 3 DETAIL BEAMS AS MANUFACTURED BY •`y '� r • S 2 Go C) SCALE: 1/4" = 1'-0" 2) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL B _ _ TRUSS JOIST OR EQUAL. S-2 SCALE: 1/2" 1'-0" O r slay. � ' SHEET 2 OF 8 �? y� ..2101.E 3ekl✓�- Ave , 2-102 . , .- w UPLIFT CONNECTOR AT REVISIONS BY 8" GMU TOP AND BOTTOM OF A / / CCK ' D7 01 EACH STUD, SEE SCHEDULE 11 SEE PLAN BOUNDARY OF EXAMPLE OF UNSUPPORTED (UNBLOCKED) ® 4/02/02 CCK 2"x6" P.T. SYP #2, FASTEN PANEL EDGE. UNSUPPORTED PANEL EDGE IS TO CMU W/ 5/8"0x6" HILTI 1—#5 VERTICAL SHEARWALL OR DECKING TYPICAL CONDITION UNLESS BLOCKING IS REQ'D KWIK BOLT II C9) 24„ FIRST TWO CELLS O.C. BY SCHEDULE OR NOTES. or STUD WALL NU ER OF FULL HEIGHT 5/8"4x8” ANCHOR BOLT '>= ' FRAMING, ST S EACH SIDE OF . . �"►. SEE PLAN 24" O.C. OP ING, SEE PLAN ;. HEADER, SEE OR CHE ULE GYPSUM BOARD PLANS OR PLYWOOD PLYWOOD SHEARWALL TO WOOD PANEL HEADER STRAPS, .. . SEE UPLIFT SCHEDULE • • ••••• � � � • • . •• • 0 • .•• EXAMPLE OF PANEL MASONRY WALL CONNECTION SHEARWALL, . . EDGE W/ BLOCKING SEE PLAN ROUGH OPENING - • WHERE REQUIRED BY DETAIL AND SCHEDULE HEADER SPAN TABLE SCHEDULE OR NOTES. 1 SEE ARCH SUPPORTED (EDGES, 3 >• HEADER WINDOW/DOOR JACK SEE NOTES OR S-3 SCALE: /4 = l'—O" BEAM MAX OPENING STUDS CLIPS OR CRIPPLE SCHEDULE HOLDDOWN AT STUDS 2pcs 2"x6" SYP N0.2 (2)2x10 SYP#2 4'-0" 1 FOUNDATION, �• • " SEE SCHEDULE U V) FULL HEIGHT STUDS 3.5 x9.5 2.0E 8 —0 2 Z af PARALLAM PSL TYPICAL HEADER „x9.5 2,0E 8 -0» 2 STUDS, ROOF TRUSSES, Ld z o OR FLOOR JOISTS < w ?o 0 FASTEN EACH LAYER w/ 5.25 PARALLAM PSL HEADER BELOW CANTILEVERED JOISTS J Z N 2 ROWS 12d COMMONLL ¢ 5 z Zo 1pc 2"x6" SPF #2 WIRE NAILS 0 12" O.C. NAILING TO INTERMEDIATE JACK STUD EACH SIDE SUPPORT IS 6" OC MAX, UON U v w o FRAMING AND STRAPPING NAILING PATTERN FOR SHEATHING w UJ fn w STRUCTURAL MULL AT TYPICAL WALL OPENING ON ROOF, FLOOR AND SHEARWALLS IBJ cn v)_j 2 0�; (L 4 DETAIL Foo _ 2 DETAIL 3 DETAIL o �-Y S- 3 SCALE: NTS I-- U S-3 SCALE: 3/4 = 1 -0 S--3 SCALE: NTS a — o U 66'--5 1/2 7'-4 13/16" 2'_g» 17'_q» 5'_0» 1'_8» 5;` _0» 17,_4" 29_8" 7'--4 13/16" x sw-1 x x sw-1 x 3 9 x x 2 3 x sw-1 x z x x SHEARWALL SPECIFICATIONS xI _ o + ! x SW-1 INSTALL '/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2x6 SPF #2 STUDS 01 I i 0 16OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS 0 3 o.c. EDGE Q 1 ¢ ¢ AND 6" o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL HORIZONTAL JOINTS. 1 1 INSTALL THREE PIECES SEMCO RS150 or SIMPSON CS16 AT EACH END OF w 1 1 5 VERTICAL 1 B RING WALL BELOW SHEARWALL SEGMENT TO WALL FRAMING, FLOOR FRAMING, BELOW. FASTEN 0— O ELLS �t � (RST W C i THE RS150 WITH 22-10d COMMON WIRE NAILS or FASTEN THE CS16 WITH (� i1 i1 nel): 22--10d COMMON WIRE NAILS •.,•�,•JJ MIN � I W w SW-2 INSTALL '/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2x6 SPF #2 STUDS Q 0 CSD 16" ,OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS ® 3" o.c. EDGE � Ll o 11 co _I 11 AND 6 o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL HORIZONTAL JOINTS. 11 II INSTALL TWO PIECES SEMCO RS150 or SIMPSON CS16 AT EACH END OFW = 1 { i SHEARWALL SEGMENT TO WALL FRAMING, FLOOR FRAMING, BELOW. FASTEN _j a 11 THE RS150 WITH 22--10d COMMON WIRE NAILS or FASTEN THE CS16 WITH W m x 1 I , x 22�-10d COMMON WIRE NAILS 3 El 1 � l I^ l Q O W Z SW—3 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2x4 SPF _ Q 11 _ #2 STUDS @ 16" OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS ® 3" iJ— 4x6 J. SYP No.2 POST o © Q 11 i• 11 3 LOCA I NS I o.c. EDGE AND 6 o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL Q J 4"xfi" P.T. SYP 0.2 POST 11 I 1I ( ) � HORIZONTAL JOINTS. INSTALL ONE PIECE SEMCO SGP3 or SIMPSON HTT22 AT (3 CATIONS) 11 a 1 o EACH END OF SHEARWALL SEGMENT TO INTERIOR MONOLITHIC CONCRETE O I FOUNDATION. FASTEN THE SGP3 WITH 5/8" DIA. x 12" ANCHOR BOLT AND O U n 24-16d COMMON WIRE NAILS or FASTEN THE HTT22 WITH 5/8"4x12" ANCHOR x I1 x BOLT AND 32-16d COMMON WIRE NAILS. INTERIOR SHEARWALL 1 I j I INTERIOR SHEARWALL W SW--4 1 -1 __T SW_4 SW--4 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2x4 SPF #2 STUDS ® 16 OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS ® 3 1 I_jj 11 _ ® a.c. EDGE AND 6" o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL - i 4 5 BEARING WALL BELOW co HORIZONTAL JOINTS. INSTALL THREE PIECES SEMCO RS150 or SIMPSON CS16 ® BEARING WALL BELOW Is_8 S-8 cn AT EACH END OF SHEARWALL SEGMENT TO WALL FRAMING, FLOOR FRAMING, ' CMU WALL w/ BELOW. FASTEN THE RS150 WITH 22-10d COMMON WIRE NAILS or FASTEN 1—#5 VERTICAL IN THE CS16 WITH 22--10d COMMON WIRE NAILS x ® ¢ g00 CONCRETE FILLED ¢ ® x 'u-) CELL ® 48" O.C. ao � SW-5 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING TO INSIDE FACE OF EXTERIOR 2x6 SPF #2 STUDS CSD 16 OC. FASTEN SHEATHING w/ 8d w w COMMON WIRE NAILS ® 3" o.c. EDGE AND 6" o.c. FIELD. INSTALL SPF #2 - ul BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL THREE PIECES SEMCO RS150 or SIMPSON CS16 AT EACH END OF INTERIOR SHEARWALL SEGMENT TO WALL BALLON FRAMED SEE DETAIL 115-3, BALLOON FRAMED FRAMING, FLOOR FRAMING, BELOW. FASTEN THE RS150 WITH 22--10d STRUCTURAL MULL, I 1-#5 VERTICAL TYPICAL EACH END STRUCTURAL MULL, I FIRST TWO CELLS cn COMMON WIRE NAILS.or FASTEN THE CS16 WITH 22-10d COMMON WIRE NAILS. SEE DETAIL 2/S--3 z SEE DETAIL 2/S-3 2Z �j (0 INDICATES ONE PIECE SEMCO SGP3 or SIMPSON HTT22 x x x x AWN �C INDICATES TWO PIECES OR THREE PIECES SEMCO RS150 or SIMPSON CS16 SEE PLAN DR x O x 5W-1 x O O x x O V x SW-1 x O V x MLC INDICATES THE NUMBER OF FULL HEIGHT 2x6 STUDS EACH SIDE OF THE CHECKED 8'�-6 13 16" g'-0" 7'-5 13/1fi" 6'_0" 8'-fi 13/16" 13•_g'° ® WINDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH CCK 13'-9" / SIDE MINIMUM. ADD STUDS AS REQUIRED TO THE EXISTING WALL FRAMING. DATE 1'--21/ig„ NOTES: 07/09/01 1'-2 1/16" ® 1) SEE DETAIL 4/S-3 FOR TYPICAL SHEATHING NAILING PATTERNS. SCALE A D 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. 1/4" = 1'-0" 2ND LEVEL WALL PLAN 3 3) AT SHEARWALLS WITH END REACTIONS OVER WOOD BEARING WALLS, PROVIDE • ,,,,,.�►�,,,,, JOB NO. (3)2x6 SPF#2 POST IN WALL AND FASTEN w/ 3pcs SEMCO RS150 CONTINUOUSLY to R c ,,f E01 --117 SCALE: 1/4" = 1'-0" OVER WOOD BEAM STRAP END STUDS ?= ��arf all' "• ''• ": DOWN TO CMU WALL BELOW. r ••- ,:' "�.'t SHEET Z 41 4) AT SHEARWALLS WITH END REACTION4 • 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED W/ DBL 2x4 SYP TO BEAM WITH 3 PCS SEMCO RS150 CONTINUOUSLY TO SUPPORT POSTS AND <,; � t]. 3�+ 00 - " FINALLY TO CMU WALL BELOW WITH 1 PC SGP--3. o No.2 TOP PLATE 2x4 SPF No.2 STUDS C� 16 O.C., AND 2x4 P.T. SYP o No.2 BOTTOM PLATE, MINIMUM. 2) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS MANUFACTURED BY n TRUSS JOIST OR EQUAL. 41 "• O '•;, j .w, t �.\ SHEET 3 OF 8 n. REVISIONS BY 2 ROWS 8d COMMON WIRE A 11/07/01 CCK FORMED AND POURED CONCRETE RAKE BEAM NAILS @ 3" OC BLOCKING AT JOINTS IN W 2— 5 CONTINUOUS, ROOF SHEATHING AS .°..: �. �/ # MINIMUM THICKNESS A, 4/04/02 CCK 4 ABOVE CORNERS OF MASONRY BLOCK SHOWN ON ROOF FRAMING 5/a" CDX PLYWOOD ROOF SHEATHING, PLAN 12 FASTEN w/ 8d COMMON WIRE NAILS e (2)2x8PT SYP2 PLATE 04 OC EDGES AND 4" OC FIELD. 3 A ° / '/2"0 x 10 ANCHOR 5/8 CDX PLYWOOD ROOF 4 S-4 BOLT @ 12" OC w/ 1"0 SHEATHING, SEE WALL SECTIOt PRE-ENGINEERED WOOD I I eWASHERz�h , RECESS INTO ROOF TRUSSES @ 24" OC, 8" CMU , `� TOP PLATE SEE ROOF FRAMING PLAN SEE PLAN � z INSTALL 4pcs-16d TOENAILS I EACH TRUSS TO DBL TOP PLATE 2"x6" P.T. SYP #2, FASTEN 1-#5 VERTICAL ° a 8" CMU SHEARWALL HURRICANE CLIPS PER UPLIFT TO CMU W/ 5/8"�x6" HILT( FIRST TWO CELLS p`_ REINFORCING, @ 48 O.C. CONNECTOR SCHEDULE. FOR KWIK BOLT II @ 24" O.C. STUD WALL ( ° 4 ° PRE-ENGINEERED HEAVY GIRDER TRUSSES, SEE or FRAMING, ��` ROOF TRUSSES, SEE DETAIL 5/8"Ox8" ANCHOR BOLTS ;=*° SEE PLAN ° SUPPLIERS LAYOUT 24 Q.C. :,;•�' EL.+27'-107/8" KYAr 8" CMU SHEARWALL w/ 8" CMU/CONCRETE t5'-0» TOP OF WD PLATE ;pl yl i. 1--#5 VERTICAL @ 48 O.C. RAKE BEAM w/ S" CMU WALL, 2-#5 CONTINUOUS 1pc SEMCO TPP6 or SIMPSON SPH6 U SEE PLAN ROOF ATTACHMENT TO @ 1s" O.C. � � PLYWOOD SHEARWALL TO WOOD PANEL 2x6 SYP No.2 BLOCKING IN w MASONRY WALL CONNECTION SHEARWALL, CONCRETE RAKE SEAM CMU SHEARWALL BETWEEN EACH RAFTER. FASTEN 2"x8"x8'-0" P.T. SYP #2 Lj� o SEE PLAN W 12d COMMON WIRE TOENAILS RAFTER TAIL @ 24" O.C. SPLICE = o F AND SCHEDULESECTION / z w o DETAIL 2 DETAIL@ 6 O.C. EACH SIDE TO PRE-ENGINEERED ROOF TRUSS w z J o 3 2 2x6 P.T. SYP 2 TOP PLATE W/ 2 ROWS 12d COMMON WIRE co S-4 SCALE. /� = 1 -0 S-4 SCALE: 3/4 -- 1 -0 S--4 SCALE: /4 = 1 -0 O # NAILS @ 6 O.C. , j ¢U ,� 2"x6" SPF #2 U m » STUDS @ 16" O.C. '/2" CDX PLYWOOD FASTENED Z) wow 66'-5 1/2" © W/ 8d COMMON NAILS @ 3" OC L�.1 V) tin i ``- EDGES AND 6" OC FIELD. a. ' o z 26'-2 1/4» g'_g" 2 -g" 26'--2 1/4" w- d.o i, V) U 2"x6" SPF #2 STUDS z SW-2 SW-2 14" SYSTEM 42 PRE--ENGINEERED @ 16" Q.C. v x x 2 2 O x xx x 2 2 x X „ FLOOR TRUSSES @ 16" O.C. X X X X CV � 1pc SEMCO RS150 or 1pc N LO u� 3/4 T&G PLYW 0 N SIMPSON CS16 STRAP FASTEN W 10-d COMMON WIRE " / I @ 16 O.C. cn V) NAILS @ 4" Q.C. EDGE AND X X , 2 x x '0 6" O.C. FIELD I 2"x6" P.T. SYP No.2 BASE ® PLATE S-4 O I EL. +18'-107 „ © 1 TOP QF PLY DECK e5 INTERIOR SHEARWALL TO INTERIOR SHEARWALL„ TO of _ INSIDE FACE OF N cv 1 I I INSIDE FACE OF F' EXTERIOR 2x6 WALL I © EXTERIOR 2x6 WALL ^�•I CV I_ EL. +17'-8' " r- TOP OF WD PLATE r12d SPF NO.2 STRUCTURAL--""" �n I '/z" CDX PLYWOOD WALL 3pcs 2"x6" SPF N0.2 STRUCTURAL TOGETHER w/ 2 ROWS DBL_ 2"x6" SYP No.2 PLATE SHEATHING FASTENED W/ MULL. SPLICE TOGETHER w/ 2 ROWS 3 WIRE NAILS @ 12" O.C. 0 8d COMMON NAILS @ 6" OC 12d COMMON WIRE NAILS @ 12" O.C. S-4 L 1pc SEMCO FAP18 OR Q A35 ANGLE EACH SIDE. EDGES AND 6 OC FIELD. -i WvN AN OM, SEE DETAIL 5/3-•4 ® 2"x6" SPF #2 STUDS ® A O 8 4 @ 16" O.C. F y w „ X of 3/4" T&G (PLYWOOD, GLUE AND I 1pc SEMCO RS150 or 1pc W o V X x �- FASTEN W/ 10-d COMMON WIRE SIMPSON CS16 STRAP ""� Q o �3 NAILS 0 4" O.C. EDGE AND I @ 16" O.C. Q � 6" O.C. FIELD i 2"x6" SYP No.2 BASE PLATE _ El 0 12" SYSTEM 42 PRE-ENGINEERED 1 W U TO INTERIOR SHEARWALL TO FLOOR TRUSSES ® 12" O.C. I �EL• +9'--2'/4" .,.,.,,J m INTERIOR SHEARWALLTOP OF PLY DECK INSIDE FACE OF INSIDE FACE OF I W U 3 EXTERIOR 2x6 WALL 8" CMU WALL w/ EXTERIOR 2x6 WALL O _ „ ! SEL. +9'_1 (f) x 3 in „ P OF WD 2 PLATE W ~ X X 1-#5 VERTICAL IN CD ,n N o EL. +9'-0" F3 Nw CONCRETE FILED of '"" TOP OF CMU WALL --� CELL @ 48 O.C. x x A ¢ A x x P.T. 2x8 SYP #2 PLATE d Q DBL P.T. 2"x10" SYP #2 W/ '/2"x12" ANCHOR w SEE DETAIL 1/S-4 w „ LEDGER W/ 5/8"0x10" BOLT W/ 2"x2"x'/8" V) © ANCHOR BOLTS @ 16" O.C. PLATE WASHER @ 24" O.C. BALLOON FRAMED 1-#5 VERTICAL �— ¢ FIRST TWO CELLS ce BALLOON FRAMED STRUCTURAL MULL, SEE DETAILSTRUCTURAL2MS�3� `O SEE DETAIL 2/S-3 V) F- � / z ❑ O „ 2 � . xxSW-2 X O O X XX x x CI x X „ 8" CMU WALL w/ 1#5 x O x SW-2 x x SW-2 x O O x _ VERTICAL IN CONCRETE 28" FILLED CELL @ 48" O.C. CL 4' 1 4 131-gal 5/_6 , 4'-7 15/16" 9'-9 1/8" /2 9 4" 1$-211/le;» 1-#5 CONT. �n 7�/z„ 3 -2 3/4 3 2 3/ CONC. SLAB N l'-2 /�BON GRADE, RS150ZCS16 PROFILE EL. +0'-0" SEE PLAN X x X X- 3RD LEVEL WALL PLAN z _ — g" CMU STEM WALL W/ — I ___lpc SEMCO FAP18 OR I i j III SPACE TO MATCH WALSTD L SCALE: 1/4 - 1 -0 �-----, 1pc SIMPSON A35 TOP � I=III=III--III- REINFORCING AND @ 48" DRAWN 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED W/ DBL 2"x4" SYP I AND BOTTOM, EACH SIDE i I I=III=III=I O.C..GROUT ALL CELLS MLC No.2 TOP PLATE, 2"x4" SPF No.2 STUDS @ 16" O.C., AND 2"x4" P.T. SYP —III=III- SOLID BELOW GRADE CHECKED No.2 BOTTOM PLATE, MINIMUM. 12"x24" CONTINUOUS —I = CCK 2) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS MANUFACTURED BY " " CONCRETE FOOTING, _ DATE TRUSS JOIST OR EQUAL. --J 3pcs 2x6 SPF No.2 SEE PLAN AND FOOTING b 07/09/01 STRUCTURAL MULL SPLICE SCHEDULE Olf I C° CALE TOGETHER W/ 2 ROWS 12d U �` 1/41's= V-0" COMMON WIRE NAILS @ 12" O.C. „ 3 EACH SIDE JOB NO. 3" CLR ,1 _ E01-117 I STRUCTURAL MULL 2'-0" x SHEET 5 DETAIL 4 SECTION ...... ;: r � � . oS - 4 S-4 SCALE: 3/4" = 1'-0" w Z .,` 'r� a „ ":�' S-4 NTS w n ,i. • lt� n � "SHEET. 4 OF 8 2-joZ-21oy `gQack Avg T7 II .- _. ,.... ._. ..----._... .._. ...... .. .. - _ ..-.... - .._._._ _..�. .._ ...._____.. ..-.. .. ... ..---.... _�. �u._.... _-....,...... ....._.... ._ _....... REVISIONS BY 11/07/01 CCK 8" CMU WALL ABOVE ® 4/04/02 CCK ® 12" SYSTEM 42 PRE-ENGINEERED TUDS LEDGER W/ 5/8"0X1 O AND FASTEN W/ 10 DBL P.T. 2"x10" SYP #2. -3/aT&G PLYWOOD, GLUE FLOOR TRUSSES 0 12" O.C. 2"x6" SPF #2 S -d COMMON x S 2 STUDS 3/4" T&G PLYWOOD, GLUE AND 0 16" O.C. 3/4" T&G PLYWOOD, WIRE NAILS 0 4" O.C. EDGE FASTEN W/ 10-d COMMON WIRE / GLUE ANCHOR BOLTS 0 16 O.C. � 2 ROWS 10d COMMON AND 6" O.C. FIELD 3/4" T&G PLYWOOD, GLUE AND 0 16" O.C. 2x6 P.T. SYP AND FASTEN W/ 10-d COMMON STAGGERED FASTEN W 10-d COMMON WIRE NAILS 0 4" O.C. EDGE AND No.2 BASE PLATE WIRE NAILS 0 4" O.C. EDGE WIRE NAILS 0 4" O.C. / 6" O.C. FIELD +9'-2 /,"1 » 12" SYSTEM 42 PRE-ENGINEERED 12" SYSTEM 42 PRE-ENGINEERED NAILS 0 4" O.C. EDGE AND „ _�I.EL. __ AND 6 O.C. FIELD „ 2 x6 P.T. SYP No.2 TOP OF PLY DECK FLOOR TRUSSES 0 12 O.C. 3.5"x11.875" 20E FLOOR TRUSSES 0 12" O.C. 6" O.C. FIELD BASE PLATE 12" SYSTEM 42 PRE-ENGINEERED PARALLAM PSL BEAM FLOOR TRUSSES 0 12" O.C. EL. +9'-2' =� EL. +9'-2' � � rk 4'DECK - TOP OF PLY DECK EL. +9'-1 ' _ TOP OF PLY DECK TOP OF PLY DECK o 1 pc 1'/4"x117/8" TIMBER- �, _ _ TOP OF WD PLATE ' of 0 0 0 o STRAND LSL RIM BOARD • TOP OF WD PLATE 1 Y TOP OF CMU WALL r- P.T. 2x8 SYP #2 PLATE W/ • • EL, 1-g'-0" P.T. 2x8 SYP #2 PLATE \_ 1pc. SIMPSON THA418 \- lpc SIMPSON THA418 '/z"x12" ANCHOR BOLT W/ TOP OF CMU WALL DBL P.T. 2"x10" SYP #2-/ W/ /z x12 ANCHOR 8"x16" CMU OPEN BOTTOM ADJUSTABLE HANGER ADJUSTABLE HANGER 2"x2"x'/a" PLATE WASHER ' ' LEDGER W/ 5/a"0x10" BOLT W/ 2"x2"x'/8" LINTEL BLOCK TIE BEAM 0 24" O.C. ANCHOR BOLTS 0 16" O.C. PLATE WASHER 0 24" O.C. W/ 2-#5 TOP AND U BOTTOM CONTINUOUS ? x Ld 8 CMU WALL 8" CMU WALL w ¢ Wz o ~ wDoo 1 SECTION 2 SECTION 3 SECTION 4 SECTION Q wZ oo S-5 SCALE: 3/4" = 1'- 0>' S--S SCALE: 3/4" = 1'-0" S-5 SCALE: 3/4 = 1 -0 S--5 SCALE: /4 -- 1 -0 � ¢U r7 ~ <( U � OCIO Z cY W w LJ V) (nn_� w X0 05; LL IZFoOlJi j 4 CJY 66'-5 1/2" 2"x6" SPF #2 STUDS 0 16" O.C. >, >, (n z 2 x6 P.T. SYP No.2 LEDGER FASTEN 2"x6" P.T. SYP No.2 BOTTOM PLATE TO CMU W/ 5/a"0x6" ANCHOR BOLT W/ o) 1 W/ 3 ROWS 12d COMMON WIRE NAILS 2"0 WASHER 0 32 O..0 SGL P.T. 2"x10" SYP #2 DBL P.T. 2"x10" SYP #2 ® 0 8" O.C. INTO LOWER FRAME 1piy DECK LEDGER W/ 5/9" x10" LEDGER W/ 5/8"sbx10" S-5 3 1 pc SEMCO FAP18 EACH SIDE FASTEN W/ 8" CMU WALL ANCHOR BOLT 0 16" O.C. ANCHOR BOLT 0 16" O.C. /4" T&G PLYWOOD, GLUE AND 5pcs #10x1'/z" SCREWS TO LEDGER AND BELOW STAGGERED STAGGERED FASTEN W/ 10--d COMMON WIRE 5pcs 10dx1'/z" NAILS TO TRUSS NAILS 0 4" O.C. EDGE AND 6" O.C. FIELD 2"x4" P.T. SYP No.2 CONTINUOUS NAILER W/ 3pcs 16d COMMON WIRE NAILS INTO EAND OF RAFTER TAIL 12" SYSTEM 42 PRE-ENGINEERED I II FLOOR TRIUSSES 0 12" O.C. 5/a" CDX PLYWOOD ROOF SHEATHING, FASTEN W/ 8d COMMON WIRE NAILS STAG REQ 0 4" O.C. EDGES AND 4" O.C. FIELD ', PRE-ENGINEERED MONO ROOF TRUSS � O ;k 0 24" O.C. Q_ i o w o 12 2"x8"x3'--0" P.T. SYP NO.2 4 RAFTER TAIL 0 24 O.C. SPLICETO PRE--ENGINEERED w ROOF TRUSS W/ 2ROWS 16d „ DBL P.T. 2"x10" SYP #2 P.T. 2x8 SYP #2 PLATE W/ - • COMMON WIRE NAILS 0 6" O.C. � w DBL P.T. 2"x10" SYP #2 LEDGER W 5/a" x10" I I LEDGER W/ 5/B"Ox10" '/z x12 ' ANCHOR BOLT W/ Q / w I " 2"x2"x/a" PLATE WASHER ANCHOR BOLT 0 16" O.C. I w o ANCHOR BOLT (� 16 O.C. STAGGERED �-- STAGGERED @ 24 O.C. LL w o a � 8" CMU WALL ,-6» 0 0 .., Q w vjI 3'-6" MAX. (J w = v I 0w CDX PLYWOOD SOFFIT SHEATHING. m 3 2"x4" P.T. SYP #2, FASTEN TO CMU W/ FASTEN W/ Sd COMMON WIRE NAILS v cs 2"x4" SPF-#2 5/a"Ox6" HILTI KWIK BOLT II 0 32" O.C. 0 6" Q.C. EDGES AND 6" O.C. FIELD Lj'- z 3 cs 2 x SP 2 2 BEAM FASTEN 1fRUSS TO LEDGER W/ 1 pc SEMCO � ¢ IIM UHPGA2:6 FACE MOUNT HANGER. INSTALL _J ¢ IIHANGER W/ 8pcs #10x13/4" SCREWS INTO W MAI Mw ® LEDGER AND 6pcs 10dx1'/2" NAILS INTO TRUSS _j 1 c SIMPSON HGUS412 W/ � 0 pc SIMPSON HGUS412 W/ 3.5"x11.875" 2.0E 1 -120-16d NAILS INTO BEAM W 1 pc SIMPSON HUS412 FACE MOUNT HANGER AND 12--'/ "�23/ " TAPGONS ROOF DETAIL 20-16d NAILS INTO BEAM 1 pc SIMPSON HUS412 FACE MOUNT HANGER S-5 12- /4"023/4" TYPICAL EYEBROW B R 0 W ND 12- /4"02;5/4" TAPCONS INTO CMU WALL cmrvi INT CMU WALL _ __..�_* �__ .� __._ __— _ __ A __ __ __ _ » 3.5' x11.875" 2.OE _ ::�_ —__—__�__—_ ----_- 3pcs 2x4 SPF #2 DETAIL N U410 FACE MOUNT HANG STUDS AT BEAM PARALLAM PSL BEAM (+D) , .� c SIMPSON U410 FACE MOUN AN E 5 1 p SI 0 �� . x11.875" 2.0E P LLAM , ��-3.5"x 75" 2.0E PARA � S-5 SCALE: NTS PSL BEAM 0") C) PS AM (+0 ) j L bi » " # 2"x "» c 2x4 SPF 2 3 cs 2"x4" SPF #2-jSTUDS A4 SAM BEA G I BEARING S SATB B � STUDS AT BEAM INTERIOR BEARING LL -t INT OR BEARING WALL cV I OPEN FOR STAIR OPEN FOR ELEVATOR OPEN FOR ELEVATO OPEN FOR _STAIR 12" SYSTEM 42 PRE-ENGINEERED SGL P.T. 2"x10" SYP #2 LEDGER A FLOOR TRUSSES 0 24" O.C. W/ 5/a"0x10" ANCHOR BOLT 0 16" O.C. STAGGERED A DRAWN MLC 2ND LEVEL FLOOR FRAMING CHECKED CCK DATE SCALE: 1/4" = 1'--0" 07/09/01 1) EL. +9'-2'/4" TOP OF PLYWOOD FLOOR DECK. SCALE ¢ 2) ALL FLOOR JOISTS SHALL BE 12" SYSTEM 42 PRE--ENGINEERED FLO'R~ 1/4" = 1'-0" TRUSSES. 3) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH jog No. • t�15 . 0 � » �� FLOOR DESIGN LOADS 3 ��' .�� ,..• ..,, �.� E01-117 ca DBL 2x4 SYP No.2 TOP PLATE, 2x4 SPF No.2 STUDS 0 16 O.C., /4" STURDI-FLOOR SUBFLOOR SHEATHING. �;` �l��c•�� ' SHEET 'i AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, MINIMUM. FLOOR LIVE LOAD = 40 PSF cn FLOOR DEAD LOAD = 20 PSF GLUE AND FASTEN w/ l Od COMMON WIRE ',`= �a `' • 4) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS NAILS 0 4" O.C. EDGES AND 6" O.C. FIELD. �- MANUFACTURED BY TRUS JOIST OR EQUAL. t VF 5) (+0") INDICATES TOP OF BEAM FLUSH W/ TOP OF FLOOR TRUSS. 0 6) (-16") INDICATES TOP OF BEAM SUPPORTING BOTTOM OF FLOOR JOISTS. A '_ ' ,, ..,,,,•r`''',, '1 SHEET 5 OF 8 2,102,-21'J°V �6" ' i REVISIONS BY 14" SYSTEM 42 PRE--ENGINEERED 14" SYSTEM 42 PRE-ENGINEERED 2"x6" SPF #2 STUDS &11/07/01 CCK FLOOR TRUSSES ® 12" O.C. or FLOOR TRUSSES 0 12" O.C. ® 16" O.C. (NO CHANGE THIS SHEET) SP 2 STUDS � 16" O.C. x6" ® 3/a" T&G PLYWOOD, GLUE AND /4 T&G PLYWOOD, GLUE AND # FASTEN W/ 10-d COMMON WIRE 2 xfi P.T. SYP 2 xfi„ P.T. SYP No.2 DECKING W/ 2pcs ® 4/04 FASTEN W/ 10-d COMMON WIRE ® 16„ 02 CCK O.C. No.2 BASE PLATE 12d STAINLESS STEEL RING SHANK NAILS / NAILS 0 4” O.C. EDGE AND NAILS 4 O.0EDGE AND OR 2pcs #10x3” STAINLESS STEEL DECK 14" SYSTEM 42 6" 0. FIELD 2"x6" P.T. SYP No.2 BASE 6 O.C. FIELD 4 STEP SCREWS AT EACH INTERSECTION WITH PRE-ENGINEERED PLATE " FLOOR JOIST FLOOR TRUSSES ,I.EL. +18'-107/ I# 0 12" O.C. TOP OF PLY DECK cv \•\ /y \•\ /•i v\ /v v\ /•i \•\ /•i \•\ I N N C4 1pc 11/,."x16" TIMBER- �l,Y;! _ _`;yam! `� 2"x10" P.T. SYP No.2 RIM I I STRAND L 8L RIM BOARD '- •- -• •� BOARD W/ 6-12d COMMON WIRE iE—OP4 L. 17' ' a"'____ NALS INTO EACH JOIST OF WD PLATE 12'-0" fi,-8�, 2"x10" P.T. SYP No.2 CANTILEVERED DBL 2"x6" SYP No.2 PLATE3 DBL 2"4" SYP No.2 PLATE MAX 2"x10" P.T. SYP #2 CANTILEVERED FLOOR FLOOR JOIST 0 16" O.C. FASTEN W/ , /2" CDX PLYWOOD WALL SHEATHING 2"x6" SPF No.2 FASTENED W/ 8d COMMON NAILS 3-6 2"x6" SPF No.2 JOIST � 12" O.C. 12d COMMON WIRE NAILS © 6" O.C. STUDS 16" O.C. (�➢ 6" OC EDGES AND 6" OC FIELD. STUDS ® 16" O.C. r ALONG BOTTOM CHORD AND EACH 1 pc 1'/a"x14» TIMBER-STRAND LSL RIM BOARD 3 S E lam`TI O N DIAGONAL WEB SOLID BLOCKING IN BETWEEN EACH CANTILEVERED Z FLOOR JOIST. FASTEN TO DOUBLE TOP PLATE W/ S-6 SCALE: 1'/2" = 1'-0" W 12d COMMON WIRE TOENAILS 0 6" O.C. EACH SIDE w ¢ LLJ ? o Tt LL D- 0 c� 1 SECTION 2 � W UJO '/Z" CDX PLYWOOD WALL SHEATHING w o S-6 SCALE: 3/4, = 1'_0'► S--6 SCALE: 3/4" = 1'-0" FASTENED W/ 8d COMMON NAILS _ t9l 6 OC EDGES AND 6 OC FIELD. Lu � ¢ U � Q m 2 W (� La J Lcncvn_jw _ 0 0 5; 8 O � oo � 66'-5 1/2" �� 14" SYSTEM 42 PRENGINEEREDI— `r Y 6 -8 FLOOR TRUSS ® 12" O.C. 2"x6" SPF #2 STUDS (/) z 0 16 O.C. o 1 1 1 3/4" T&G PLYWOOD, GLUE AND = DBL P.T. 2"x10" SYP #2 FASTEN WV/ 10-d COMMON WIRE (� S-6 S-6 LEDGER W/ 5/8"Ox10" S-6 N NAILS ® 4" O.C. EDGE AND ® SIMILAR ANCHOR BOLT C� 16" O.C. �_ 6" O.C. FIELD 2"x6" P.T. SYP No.2 BASE DBL CANTILEVERED JOIST STAGGERED DBL CANTILEVERED JOIS ,� PLATE _107 _ _w�.__ -_- �._______ ____ -- ______ _ ..____ TOP 1 PLY DECK N d- EL. +17'-81 w v W v TOP OF WD PLATE 2 " " Q S-6 z .-. -I + z r- DBL 2"x6" SYP No.2 PLATE + 2 2"x6" SPF No.2 '/2" CDX PLYWOOD WALL LL N , w ¢ > , N wm N S_6 STUDS ® 16" O.C. SHEATHING FASTENED W/ N N 8d COMMON NAILS ® 6" OC EDGES AND 6" OC FIELD. � w ai o.. �i >- n � U) "X N . 0 � � � . � J a _ � 4 sECTI oN Q z ouj uj Q O UW c- ac>• N 0 x W O � a 5 I _x y 8 CMU WALL ABOVE x 0 I DBL P.T. 2 x10 SYP #2 �-.� C) ¢ w w ¢ LEDGER W/ 5/8"Ox10" O w /4 T&G PLYWOOD, GLUE ANCHOR BOLTS C� 16 O.C. ® O m z z AND FASTEN W,/ 10-d COMMON ST G J (n F 1 WIRE NAILS ® 4" O.C. EDGE 14" SYSTEM 42 PRE-ENGINEERED �-�-- � ¢ A�JD 6" O.C. FIELD FLOOR TRUSS ® 24" O.C. �' T °- a _ _ ....J ¢ o ^ _jEL. +18'-107/8" _ TOP OF PLY DECK Q 15�ffi HH W , I N O ¢ (�/) W � I N 1 N m 1 SIMPS 0414 FACE MOUNT HA R " 'X ' 1 SIMPSON 0414 FACE MOU HAG 3'-6" x14.0 2.0E P LLAM� " 'I? Q in g " �3.5»x14. .OE PARAL 8"x16" CMU OPEN BOTTOM 1pc SIMPSON THA22 ADJUSTABLE PS AM (+0") "' PSL BEAM (+ " LINTEL BLOCK TIE BEAM TRUSS HANGER (TYP.) 2"x4" SPF #2 • ¢ » WJ 2-#5 TOP AND S S AT B BEARING ¢ 2pcs 2x4 #2 BOTTOM CONTINUOUS ~ STUDS BEAM BEARI - � r��- rr��.ir ��,,,�� .�• r..�� r 5 SECTION tmyimp ___ _ S-6 SCALE: OPEN FOR STAIR OPEN FOR ELEVATOR 1 OPEN FOR_ELEVATOR pc SIMPSON HUS412 1pc SIMPSON HUS412 - OPEN_ FOR STAIR /a" T&G PLYWOOD, GLUE FACE MOUNT HANGER FACE MOUNT HANGER 2 ROWS 10d COMMON 3pcs 2x6 SPF #2 STUDS 3pcs 2x6 SPF #2 STUDS WIRE NAILS ® 4" O.C. AND FASTEN W/ 10--d COMMON AT BEAM BEARING 3.5"x14.0" 2,OE PARALLAM AT BEAM BEARING WIRE NAILS @ 4" Q.C. EDGE PSL BEAM (+0") 3.5"x14" 2.OE AND 6" O.C. FIELD PARALLAM PSL BEAM OR 3.5"x9.5" 2.0E 12" SYSTEM 42 PRE-ENGINEERED PARALLAM PSL BEAM, FLOOR TRUSS ® 12" O.C. SEE PLAN DRAWN 3RD LEVEL FLOOR FRAMING EL. +18'-10yall MLC _ TOP OF PLY DECK CHECKED SCALE: 1/4" = 1'-0" Z CCK ® FLOOR DESIGN LOADS cv DATE 1 EL, +19'---07/8" TOP OF PLYWOOD FLOOR DECK. 3/4" STURDI-FLOOR SUBFLOOR SHEATHING. I N � ) FLOOR LIVE LOAD = 40 PSF a . _ _I 07/09/01 <. 2) ALL FLOOR JOISTS SHALL BE 16" SYSTEM 42 PRE-ENGINEERED FLOOR DEAD LOAD = 20 PSF GLUE AND FASTEN w/ 10d COMMON WIRE 8 SCALE F 00 TRUSSES BALCONY LIVE LOAD = 60 PSF NAILS ® 4" O.C. EDGES AND 6" O.C. FIELD. 1/4" = 1'--0" 3) ALL INTE LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH JOB No. DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS (9 16" O.C., g 12" SYSTEM 42 1pc SIMPSON THA22 ADJUSTABLE E01--117 PRE--ENGINEERED TRUSS HANGER (TYP.) , ,, SHEET AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, MINIMUM. FLOOR TRUSS 4) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS �,,••��, + � ,• MANUFACTURED BY TRUS JOIST OR EQUAL. 0 24 O.C. .,� ,,• .,,/, S - 6 5) (+0") INDICATES TOP OF BEAM FLUSH W/ TOP OF FLOOR TRUSS. 6 SECTION c r• -' 0 6) (--16") INDICATES TOP OF BEAM SUPPORTING BOTTOM OF FLOOR JOISTS. � y n S-6 SCALE: 3/4» T 1,_0„ o -� • ".{y SHEET 6 0F 8 � +• , 2.-10)--Z 1.0 t-.{ �ea�- 10�/e w I I I REVISIONS BY CDX PLYWOOD ROOF SHEATHING, 2ply GIRDER TRUSS GIRDER TRUSS 12 FASTEN w/ 8d COMMON WIRE NAILS Al 11/07/01 CCK 4 0 4" OC EDGES AND 4" OC FIELD. (4)SEMCO(2)SIMPSON SON AHTS30C (NO CHANGE THIS HEET) PRE--ENGINEERED WOOD BEND STRAPS OVER ROOF TRUSSES 0 24 OC, - • 4/04/02 CCK SEE ROOF FRAMING PLAN �'--_ HIP JACK W/ 2"x8" TRUSS AS NEEDED ' ® INSTALL 4pcs-16d TOENAILS -_ SYP No.2 HIP RAFTER EACH TRUSS TO DBL TOP PLATE --- HURRICANE CLIPS PER UPLIFT - CONNECTOR SCHEDULE. FOR -- HEAVY GIRDER TRUSSES, SEE DETAIL - 1 1 - - - - TOP PLATE EL --- t5'-0" SEE ARCH PLANS - (2)SEMCO SGP3 or (2)SIMPSON HTT16 STRAP AT DOUBLE OR TRIPLE POST w/ FULL BLOCKING BETWEEN FLOORS SILL TO CREATE CONTINUOUS 2"x6" SYP No.2 BLOCKING IN LOAD PATH FROM GIRDER BETWEEN EACH RAFTER. FASTEN or 2pcs RTPGA824 STRAPS TRUSS TO CMU TIE BEAM SILL PLATE AT SECOND W/ 12d COMMON WIRE TOENAILS 2"x8"x8'--0" P.T. SYP #2 3pcs SIMPSON MSTA24 ALIGN FLOOR, SEE WALL SECTIONS C97 6 O.C. EACH SIDE RAFTER TAIL ® 24" O.C. SPLICE Z V) TO PRE-ENGINEERED ROOF TRUSS (2)2x6 P.T. SYP #2 TOP PLATEW/ 2 ROWS 12d COMMON WIRE 15'-3" 6'-0» W 2"x6" SPF #2 NAILS ® 6" O.C. ANCHOR BOLT 5/8"0x12" = z w of STUDS ® 16" O.C. ITL III ILTO CMU TIE BEAM w w o 0 '/2" CDX PLYWOOD FASTENED 2pcs RTPGA824 STRAPS TYPICAL or STRAP ANCHOR FROM ¢ co ¢v W/ 8d COMMON NAILS 9) 3" TRUSS TO 8" CMU WALL BELOW u' OC 3pcs SIMPSON MSTA24 � ¢ EDGES AND 6" OC FIELD. U v _Jw T " r7� DETAIL � D om z r2-s\ SECTION 5.25 x9.5 2.OE PARALLAM UjSECTIONPSL CANTILEVERED ROOF BEAM „ S--7 SCALE: 1/2" = 1'-0" S-7 SCALE: NTS = u o� a: S-7 SCALE: 3/4 = 1 ---0 W to 0 z w as 66'-5 1/2" O F -t o w O 6 -° / 6'-°" UPLIFT CONNECTOR SCHEDULE z 0 CONVENTIONAL OVERFRAMING /"�/ r >r n » as o ai [If SETBACK 0 9 -o SETBACK -2 x8 SYP No.2 RAFTERS 0 24 O.C. 1 9 -0 SETBACK MEMBER SUPPORT SEMCO CONNECTO SIMPSON CONNECTOR = 5.25"x9.5" 2.OE PARALLAM -2"x6" SYP No.2 COLLAR TIES 0 24" O.C. S--7 5.25"x9.5" 2.0 PARALLAM � PSL CANTILEVE ED ROOF BEAM -2»x12 SYP No.2 RIDGE BEAM " PSL CANTILEVE ED ROOF BEAM -2"x4" SYP No.2 X-BRACES 0 48 O.C. TYPICAL ROOIF TRUSSES COMMON TRUSS: DBL TOP PLATE 1)HDP2XD AND 1)H16-2 AND (1)H2.5 t° HEADER BEAM �1)HDP2XD AND �1�HCPLR 1HCPLR 1)H16-2 AND (1)H2.5 N - JACK TRUSS: DBL TOP PLATE 1)HDP2XD 1)H16-2 I I t I HEADER BEAM 1)HDP2XD 1)H16--2 I I I GIRDER TRUSS 1)FAP18 1)A35 j I CORNER JACK 1)FAP18 1)A35 I I I I CORNER JACK: DBL TOP PLATE 2)RTPGA824 TWISTED TWISTED I t GIRDER TRUSS �1)FAP18 �2�HTS24C 2A35 ' II I I It GIRDER TRUS`•S: DBL TOP PLATE �4)RTPGA824T (SEE 3/S-7) (SEE 3/S-7) HEADER BEAM 4)RTPGA824 �4)HTS30G 4)HTS30C � II i i ii P E-E GINEE ED WOOD OF TRUSSES 4" 0. 2x4 OUTLOOKER TOP CHORD OF TRUSS (1)HCPLR (1)H2.5 I I I I i i DBL TOP PLATE (1)HCPLR (1)H2.5 Q W t t I I I I TYPICAL CONVENTIONAL ROOF FRAMING: H H COMMON RAFTER: DBL TOP PLATE 1)HDP2X Qf� 2)HCPLR 1)H16-2 OR 2)H2.5 �"' W < I t 3 HEADER BEAM 1)HDP2X Q$ (2)HCPLR 1)H16-2 OR MH2.5Ct � I I S-4 � RIDGE BEAM 1)FAP18 1)A35 0 0 0 I I OVERFRAMING; RAFTER: LEDGER 8)FAP1 )HCPLR 1 I I I RIDGE BEAM 8 �1)H2.5 1)A35 W I I _ w w II I o RIDGE I I OVERFRAMING LEDGER: ROOF FRAMING 2 PCS #12x33/4" ROOF GRIP 2 PCS #12x33/4" ROOF GRIP 0° 0 I I 0 BELOW SCREW w/ 1"0 WASHER ® SCREW w/ 1"0 WASHER © F j j J a EACH INTERSECTION WITH EACH INTERSECTION WITH (� zz N ¢ I I N EXISTING ROOF FRAMING EXISTING ROOF FRAMING Z I I i i I I CANTILEVERED ROOF SUPPORT STUDS (2)RTPGA824 TWISTEDO 3 MTS24C TWISTED LJ._ --� t l vii I I BEAM O J ao I I I i FLOOR JOISTS DBL TOP PLATE 1)HCPLR 1)H2.5 oa t t I t SILL PLATE �1)HCPLR �1)H2.5 0 I I I I I I FLOOR BEAMS CMU WALL (1)SGP3 I I (1)HTT16 SUPPORT STUDS (2)RTPGA824T (2)HTS24C TWISTED I t I I I I CANTILEVERED FLOOR DBL TOP PLATE I I I I (2)RTPGA818T (2)MTS18 TWISTED JOISTS II I I I I II WINDOW DOOR HEADER rl rl HEADER TO 3'-0" JACK STUDS 1)RTPGA824 EACH SIDE 1)MSTA24 EACH SIDE I HEADER 4'--0 TO 6'-0' JACK STUDS 2)RTPGA824 EACH SIDE 2)MSTA24 EACH SIDE t I I i HEADER 6'-0" TO 8'-0 JACK STUDS 3)RTPGA824 EACH SIDE 3)MSTA24 EACH SIDE r 1 H 3 STORY EXTERIOR BEARING WALLS -- -- -- -- _= J� I "w �J -- - DBL TOP PLATE 3RD FLOOR STUDS TPP6 0 16" oc 1)SPH6 ® 16" oc 3RD FLOOR STUDS 2ND FLOOR STUDS 1)RS150 ® 16" O.C. 1)CS16 0 16" O.C. `D 2ND FLOOR STUDS SILL PLATE 1)RS150 Q 16" OC 1)CS16 0 16" OC cy SILL PLATE CMU WALL /2"0 x 12" ANCHOR BOLT w/ /2"0 x 12" ANCHOR BOLT w/ 2"x2"x1/8" PLATE WASHER 2NZY/$" PLATE WASHER 5.25"x9.5" 2.OE PARALLAM 5.25"x9.5" 2.OE PARALLAM Sr7 NOTES 4" OC ® 24" OC PSL CANTILEVERED ROOF BEAM PSL CANTILEVERED ROOF BEAM - ' CONVENTIONAL OVERFRAMING 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR SIMPSON DRAWN 15 opt -2"x8" SYP No.2 RAFTERS ® 24" O.C. 480-5 1/2 15'-0" STRONG-TIE. REFER TO THE SEMCO METAL CONNECTORS CATALOG OR MLC -2"x6" SYP No.2 COLLAR TIES ® 24" O.C. SIMPSON CATALOG C-2002 FOR COMPLETE INSTALLATION REQUIREMENTS. ® CHECKED -2,x12" SYP No.2 RIDGE BEAM 1 2) USE THE FOLLOWING COMMON WIRE NAILS FOR EACH CONNECTOR: CCK ROOF FRAMING PLAN -2'x4" SYP No.2 X-BRACES 0 48 O.C. S_7 DATE y SCALE: 1/4" = 1'_0" SEMCO 07/09/01 N HDP2XD 10-10d SGP3 5/8"0x12" A.B. AND 24-16d SCALE ,r 1. ALL ROOF TRUSSES SHALL BE PRE--ENGINEERED WOOD ROOF TRUSSES RTPOA824T 20-10d, U.N.O. HCPLR 8-8d 1/4" = 1' 0" 0 24" O.C. SPACING. FAP18 10-1 Od x 1 1/2" TPP6 10-8d JOB NO. RTPGA818T 18--1 Odx1'/2 R3150 20-10d E01-117 s 2. ROOF SHEATHING SHALL BE /a" CDX APA SPAN RATED PLYWOOD SHEATHING SIMP , ,� SON ,.��`'`�,. . SHEET I FASTENED W/ 8d COMMON WIRE NAILS ® 4" O.C. EDGES AND 4" O.C. , 5t •;� FEILD. ROOF SHEATHING SHALL BE INSTALLED W/ FACE GRAIN H16--2 12-1odx1'/2" HTS24C 24-1Odx1'/2" HTT16 5/$"0x12" ANCHIOI"""' ; '•f: '. "" PERPENDICULAR TO ROOF TRUSS SUPPORTS, PROVIDE BLOCKING AT A H2.5 1O-8dx1 �/ " HTS30C 24-1odx1'/2" AND 18-16d ='t. � r'' Y 00 UN-SUPPORTED DIAGONAL EDGES AT RIDGES, HIPS, AND VALEYS, TYP. A35 12-8dx1 '�" MTS18C 14-10dx1'/2" HTT22 5/8"0x12" ANCH' R' SPH6 10-8d ' AND 32-16d ; a 3. PROVIDE SYP No.2 AND PARALLAM PSL HEADERS AT ALL FRAMED OPENINGS AS CS16 22-10d MTS24C 14-10dx1 /2 a, ; ;r y r MSTA24 18-10dx1'/2 = .� ' .•' � ' .�' " SHEET 7 0F 8 INDICATED AS PER THE HEADER SPAN TABLE, SHEET S-3. � t.• REVISIONS BY CDX PLYWOOD ROOF SHEATHING, FASTEN W/ 8d COMMON WIRE NAILS 11/07/01 CCK @ 4" O.C. EDGE AND 4" O.C. FIELD 2x4 BLOCK AT 2"r x6 OUTLOQKER (NO CHANGE THIS HEET) 4/04/02 CCK SHEATHNG JOINT 2"x6" BLOCKING 4-16d NAILS 4-16d MT 2x4 –BRACE --16d HCPLR CLIP @ HURRICANE CLIP, SEE " EA. OUTLOOKER UPLIFT CONNECTOR 2x4 BL SCHEDULE OVERFRAME W/ 2"x8" SYP No.2 RIDGE BEAM BEYOND W/ 4-12 \\–DBL 2"x6" SYP No.2 2"x8" SYP NO.2 OVERFRAMING RAFTERS @ 24" OC, W/ 2x6 SYP No.2 TOE NAIL TOP PLATE RAFTERS @ 24" O.C., SEE ROOF 5/8" CDX PLYWOOD ROOF COLLAR TIES W/ 8pcs-12d COMMON EACH EN 3_ d 2"x6" SPF #2 STUDS FRAMING PLAN. 1 ROW 10d NAILS EACH END @ 24" OC. @ E @ 16" O.C. COMMON NAILS 2"x8" SYP No.2 VE OVERFRAMING 1/2"' CDX PLYWOOD FASTENED W/ 8d ° ° ° , ° ° ° ° @3" OC 2"x10" SYP No.2 LEDGER, FASTEN LEDGER RAFTERS @ 24" O.C. 4pcs 16c IALS COMMON NAILS @ 3" O.C. EDGES ° ° ° ° ° ° TO ROOF THRU PLYWOOD DECK W/ 2–#12x3j/4" AND 6" O.C. FIELD ROOF GRIP SCREWS W/ 1" DIA. WASHERS AT (TYPICA x 2"x6" SYP No.2 COLLAR TIES W/ EACH EXISTING RAFTER INTERSECTION 5/8" CDX PLYWOOD ROOF SHEATHING, 8-12d NAILS EACH END, ® 24" O.C. FASTEN W/ 8d COMMON WIRE NAILS U = PRE–ENGINEERED WOOD ROOF --16d @ 4 O.C. EDGE AND 4 NOTE: COLLAR TIE TO BE LOCATED NO O.C. FIELD c� z V) HIGHER THAN 2/3 THE TOTAL HEIGHT1pc SEMCO HCPLR w 3ROWS 12d COMMON WIRE = OF THE RAFTER TRUSSES c@ 24 O.C. W/ 8-8d COMMON NAILS z o NAILS @ 6" O.O. = FROM RAFTER TO LEDGER = c� w� I 1pc SEMCO RTPGA830T COLLAR TIES TYPICAL ¢ < w w c STRAP @ 48" O.C. LEDGER DETAIL AT OVERFRAMING RAFTER � ¢ �_ 2"x8" SYP No.2 - � RAFTER . � �¢ � BASE PLATE I BEARING DETAIL " U J w Q 2 DETAIL � z 3 W ) V)_j PRE-ENGINEERED WOOD ROOF 2"x6" SYP No.2 BLOCKING IN SCALE: NTS S-8 SCALE: 3/4 = 1'-0' BETWEEN EACH RAFTER. FASTEN I � Z 00 � � 24" O.C. SEE BE I a TRUSSES @ W/ 12d COMMON WIRE TOENAILS ROOF FRAMING PLAN I 2"x8"x8'•-0" P.T. SYP #2 _ < @ 6 O.C. EACH SIDE I z RAFTER TAIL @ 24" O.C. SPLICE0 2 2x6 P.T. SYP #2 TOP PLATE TO PRE–ENGINEERED ROOF TRUSS � ( � W/ 2 ROWS 12d COMMON WIRE C) i 2"x6" SPF #2 ' » NAILS @ 6" O.C. STUDS @ 16 O.C. / CDX PLYWOOD FASTENED W/ 8d COMMON NAILS @ 3" OC EDGES AND 6" OC FIELD. GABLE END X—BRACING AT RAFTER OVERFRAMING Z SECTION x Q S-8 SCALE: NTS . ...� Z L1j 14" SYSTEM 42 PRE–ENGINEERED FLOOR STRAPS PER UPLIFT STRAPS PER UPLIFT 14" SYSTEM 42 PRE–ENGINEERED FLOOR TRUSSES NOT SHOWN FOR CLARITY CONNECTOR SCHEDULE CONNECTOR SCHEDULE Ar LIJ TRUSSES NOT SHOWN FOR CLARITY ¢ EL.+18 –10 /g TOP OF PLY TOP OF PLY Lj j _ 3.5"x14" 2.0E PARALLAM 3.5"x9.5" 2.0E PARALLAM 3.5"x9.5" 2.0E PARALLAM 3.5"x14" 2.0E PARALLAM o PSL FLOOR BEAM PSL FLOOR BEAM PSL FLOOR BEAM PSL FLOOR BEAM �• 2"x6" SYP No.2 "`� - 2%6" SYP No.2 4"x6" P.T. SYP No.2 STUDS 4"x6" P.T. SYP Na.2 STUDS V" � ¢ POST 3 LOCATIONS POST (3 LOCATIONS) J t- 15 6 -71 4'-2" 10,_1„ 7,�1» 13'_g» � ,_..� 8'-7" 4'-2>' W EXTEND 4"x6" POST THROUGH FLOOR SYSTEM > O " GH FLOOR BOLOW TOP PLATE BELOW. ALIGN W/ POSTS W EXTEND 4x6 POST THROUGH SYSTEM TO DBL TOP PLATE BELOW —j 12" SYSTEM 42 PRE–ENGINEERED 12" SYSTEM 42 PRE–ENGINEERED FLOOR TRUSSES @ 24" O.C. 12" SYSTEM 42 PRE–ENGI ERED FLOOR TRUSSES 0 12" O.C. 12" SYSTEM 42 PRE–ENGINEERED FLOQ RUSSES @ 12" O.C. FLOOR TRUSSES @ 24" O.C. � 0 » EL.+9'-21/4" EL.+9 –2'/4 TOP OF PLY j TOP OF PLY 0 0 FTF 0 0 0= 0_0 0 0 0 0 0 0 0— 0 0 a 0 a 0 0 110 0 0 0 a 0 -100 [F 0 0 0 1 0 0 0 „ DBL 2"x4' SYP o.2 j3.5"x14" 2.OE PARALLAM 8" CMU WALL 3.5"x14" 2.0E PARALLA DBL i2 x4 SYP o.2 2 8 CMU WALL PSL HEADER BEA TOP 'PLAT ( I OP f ATE SL HEADER BEAM I j I 9,_1 7„ 4, 2„ ! 4, 2„ I ,_1„i 1I 7,_ » 131-8p# 13 -2 ' � 4"x6" P.T. SYP No.2 PAST 4"x6" P.T. SYP No.2 POST IN TALL ;INFIL 2"x I '' W/ 1pc SEMCO SGP3 or W/ 1pc SEMCO SGP3 or S �' No. LO� BEARING 4 1pc SIMPSON HTT22 1pc SIMPSON HTT22 " I ; (3 LOCATIONS) p W 'LLS DS 16 ;O.C. (3 LOCATIONS) A ,TER T E 3rQ LEV L j FL QOR F AMISYTEM I IS NSTILLED i ND ECKE i nF2AWN i W PLY' OQD SHEA lNG 1 MLC EL.+O'_O„ _ _ _. EL.+Q' CHECKED -0" TOP SLAB CCK TOP SLAB -------.....,...-------......,.----- .. ... _-- --- -- -- --------------- 07/09/01 INTERIOR LOAD SCALE � , J » INTERIOR LOAD EXISTING 2 –6 x2 –6 x1 –0 d EXISTING 3 –0 x5 –0 x1 –0 d „ CD EXISTING 3 –0 x5 –0 x1 –0 d EXISTING 2 –6 x2 –6 x1 –0 d BEARING WALL BEARING WALL CONCRETE FOOTING CONCRETE FOOTING 1/4 = 1 --0 CONCRETE FOOTING CONCRETE FOOTING rr EXISTING 2'-6"x2'--6"x1'-0"d EOI-117 117 CONCRETE FOOTING �� c » » SHEET I 4 xfi P.T. SYP No.2 POST W/ 1 pc 1'�I N GEAST WEST GP3 or 1 c SIMPSON HTT22 SECTION Loo Jz 4 SECTION LOOKING5 SEMCO S � (3 LOCATIONS) / S - 8 S-8 SCALE: 3/8" – 1'--0"co S-8 SCALE: 3 8 1 –0 j� SHEET 8 OF $ 21D2- - -10cfr C ' eve. r I __ - y t t OAA a 51MILAR AA V .. A3 N8.9°50 '00 :N 90. 03 ' A3 12. 00 ►.,a II'-2 1/4" 22'-0 Imo" 1 Q '-8 3/8" 5'-5 7/8' 3'$ 1/2" ►� - t 1 t � �} ! • 1 a x i o � I � x s z x Ili LJ I r I 5EDRM4 13EDW4 p , d��D� I a vL •�' " FULL HT. GARAGE 2 SPACES �► i G RAGE. 2 SPACES. I AND WIDTH OF 5TRZTUf E 5TUD WALL5 AND C.EILI% OF t 5 GARAGE FIN15HED WITH 1/2" ' NR GYP5UM KALI. HOARD I �Q� I p - ! og- �O I i EQ EQF�a� �`N� 5/6 G/O 5/6 C/o iti I I I [' I -3 1/2 BLT-IN BLT-IN FR 616 I-�" I Q 4'-'l 1/4" 0 4'-3" =� C hEATF ER 5TRIPPED, �a -CLO I I C!_O ,�_ DOOR AT GARAGE I � B6 Q c� 1 Ii I cvl I FF 2151 / BLT-{N HLT-IN 20 _ EQ EQ 2J8 w Cl_Q VERIFY EL DOOR w^i L7-IN ET:1 .010 1 FOYER FR 20 BATH 4 BATH 4 EQ E-0 No X2/0 — .--. USP 14R I! E EV 5/O BF �� 3/O FOYER ! Q I E I Al k 14 AA IFY NCE �. I� I 'S,FLAT O 2D 4'-2" 7 2/5 RE T HAS, '' m` ANLAk 1.AU1�D Rl" 5 P IF R)rQ I I wR Q CLD EL GlrO 5/ " INVIm j 1 I 15 Lu Y D \ 2'-11 I/6" '-II 1/81 11 1/ I 2'-II V8" 1 ; li I I I I o•, 4 q 5'-6" 4'--1" I'-II" 31-6 ,314d 3'-6 l/62 Y-6 5/�6" 2'-9 1/4" f — 33'-2 3/4" --F I 2O'µ0" // 66'-5 V2" I I _ ! 4 0.86 ' s89°50 00 W 83. 9,2 1w PA GENERAL NOTE UNLESS NOTED OTHER DIMENSIONS ' AND NOTES SHOWN FOR RIGHT (EAST) G MIV.DDPTE �n R�v'n DEP RM. .« cL.o. I/P SIDE OF DUPLEX ARE .COMMON FOR A VFVATF-V 10/2-7 LEFT (WEST) SIDE OF PROPOSED No. Revision Date TERRACE C Ist LEVEL ALAN DUPLEX. WHERE IN DOUBT VERIFY Michael G. Olo55 prof ct tManagement i ,41 1/4" = V-0' 8'-�' CEILING HEIGHT TN15 LEVEL WITH DESIGNER / ENGINEER Designs ,159 Gail Drive , Atlanta, Georgia 30319 (404) 634-9993 NOTE ALL I NT�RI OR NODI-L.OAL] E3E^RI NCS k4ALLS, THIS LEVE 2x4's i�" CT S. PROJECT SEC L^NSC APf= �• 2G1--IIT GT'S PLANS AOR DRI\/��a, Y�I�•LICS, �'A.�/It�lC�s, ATG. DOLL I N5 RE5I oENG� A.TLANTIG SE-AGH i TITLE I I T�R,RAG LEVEL PLAN TH 15 9"fr;RIJGTUR� 1"O �3� SPt�11�1�1_EREL7. p1NG. N4. , ----- Ti--IROU<�VHOUT. IN ,�GGORLT^h�G� 1N1 TH I THE fzZnoU 1RFMr=NT5 Q� NFF'A 1517 I DATE 5/4101 SCALE Ala 0 ' 't on treel AO NOT SCALE CHECK ALL OIMENStONS ON SITE MK:NAEL C. GiduS '.2001 , . .. ':. '. - ...._..._.. .. _.... ... ....,,. .._.. ..... ... . . .... .. ,.,. it i i i e , ELEVATOR WALL VERIFY/ALIGN INT. VOORS AL16N FROM 1 i0�1I , 36*VENTLE55 -1 i 36 VENTLE55 x s . 10 I50KERN>~/P 15OKERN FM 0 BTl� x S UDY �o� x Qs PR30 S f n2TU D WAL.1. N`� m PKr a Kr �� ry DE I. DECK �� , U m u. CART. RM. ' c PRI t6 �h ti4l I GIT. RM. �. o tiI PAN m S�3s� PAN x'`4 /4 Y -Io Ira. uo + w PR3� s 24 I 24 PR30 irm I I on x 5OF , � xaa t3a _4a 12ix2�j r CLO CLO ry MIET a ►- KIT PENS OTE I I I x YE IFY FIX LIRE AN 1^rET BAR 2/8 G/o 2/4 2/4 2/G -FALSE BEAM AP� r TY / LUNER x xx DOOR,FRAME AND 3/ 3/0 1 1/2 FSR.RATED X -- ,+ ' m HARDWARE DOOR,F I i HARDWARE I I L / J PR30 { i DIN 17— REF j Ij VENT REF _ / HOOD pp FALSE BEAM �i WALL f 1/L.L / AND IDTH OF STRUCTURE �DN HALF WALL 0 0 . i D/o KITCHEN KITCHEN DOVE DETAIL I Q Q 3/O )UC cy X L_ D/W __I /w y DN 16R E L i I 1 N T� . . W-5-5 1/6 I VERIFY FROM SECOND FLR 2 UPPER � 3rd � LEVEL ALAN � � , 1/4" : 11-01 6'-01/4" `?'-•5 3/4" 4'-0 1/B" 3'-& 3/4" ' 3'-4 1/4' 3'-1 1/2" '-b' V-10 3/8' 4'-8 1/4" 4'-8" 6'-0 I/4" �i f BATH 2 J�l N EQ , �� BATH, 2 FKT CLO CLO B I 2/41 2/4 T I xb F (�A ED I — i • ~ Al-FA155 m ABOAP 1EDG1=J r► I 1 OR 2/0 � ►� � � � LVRD i J. TUB ..I, TUB 1 36x6o I 2-wrw M. BATH BAT T M. BATH x 36x&o 24 2/6 TAG r F h11=LESS XX HVAC 2-HWH 2/61 HVAC 6 ENCL. EQ i o i '-10 ► " 2/5 6/0 '� P E Ea I ra � (STEAM UNIT) CS UNIT) 1 - I1 a� BI N r I 2/6 3/0 1 ` 2/4 m PKT PKT- CLO CLO It PR30 2 11 i-- 1 _P 8 � 2-PR 6 BED RM 2 PR30 BED RM �- � 3/0 i 28 + c� I 2/8 _ GENERAL NOTE, j PR 1/43 ,1► 'i'i I UNLESS NOTED OTHER DIMENSIONS pox�l i 13/r- 2/b C/O I C1 a?u N�Gno i I N I ''� �— ! I AND NOTES SHOWN FOR RIGHT (EAST,) Ea EQI ►� I SIDE OF DUPLEX ARE COMMON FOR LEFT (WEST) SIDE OF PROPOSED. " �� 28 !i l0'-6' >=a I DUPLEX. WHERE IN DOUBT VERIFY . ,�--07 1 I aM WALL FALL HT, 3'-a" GALLERY 3'-a' I� WITH DESIGNER / ENGINEER UP I&R GALLERY r �� I I I i I' ' o I MASTER MA5TER I I I ; 3/0 ( UP Cn ' �, G xs M15G. UPPATE5 „ 5/-1 ! _ B REV'S 0 MASTER BATH 1/8 -----� A UPFIA'TED 10/2`I LEv ELE + I NO. Revision'' Date N 15R I EQUAL EGUAL I D PR30 PR30 - i , . P ojet tMa agement Michael G. ola55 r]85ig 15 1159 Gail DriivlIe (Ap4)p634� 330319 I I ALIGN ALIGN FROM TERRACE PRO.�EGT L. - -- _ GOLL I Ns l?E5)x7E1�IGE .. VERIFY FROM l IRST x AT ANTI I G � �iH MAIN C 2nd LEVEL FLAN � TITLE t-!I!A I N 4 UUP R. LALs 1/4 11-01 IMP TH i 5' STRUGTU.RE TO 5e e)PR I NiCt: F=Rf=-L? �` ' THF:Z �UC�HaUT IN GGC7RL htG NI T`i- DO NOT SCALE CHECK ALL DIMEN�IOH ,ON SITE .MICHAIX C:.,GLAS$'. THE Ru I Rr-rr�-r o� �, 1 2001 i• I 1 4I 1 55 PREFIN15WD 5TANDIN6 METAL ROOF (TYP) V L__j ILL==;—_7Jj Ll Ll I — PREFINI5HED RtNILINJ I it STANDING SEAM METAL ROOF CEDAR 5HIN6LE5(TP) PREFIN15HED METAL LOWRED 11 1 It SHUTTERS(TYP) L= ROOF PLAN Affil D A4 1-11-u I y I I ,4.3Z 1l8' = 1�_O� I • 1RAMMATIG ONLY READ WITH STRUGTRAL AND TRU55 MFG's PLANE r' q TIVE EF KET(TYP) 24" CW FROM 64 16 FT.Y41VE 5ECTIONAL OVERHEAD � DOOR wAPPLIED PAGING,TRIMSWE&T ELEVATIONEA5TELEVATION , A�31 : 1'-01 1/4" = 1' t�' 1/4 LAMINATE i"RROM GUT WITH TYPICAL NOTE5 EA5T ELEVAT ION 2x12(OR 51M)>�NDo READ AND SAND cur SURFACES I� GUT 1"46 12 STANDING 5EAMm 4R30 FOAMED T'A'E C'-•----• METAL ROOF ; FRAMED ATTI �` ' I �" INSULATION TO UNDER- � 5/8" 4 PL 51DE DECKING f5R ./ DET. NOO DECKING EN6 l NOTE - REF.5TRU6T'L R30 BATT STRUCTURAL TRAY CEILING ` DETAIL.A0116T DET. INSULATION BEAM (5EE A2 - UPPER FLOOR) HT.AS NEC VSARY AND PITCH 50 A5 NOT TO EACEED UPPER C rd LEVEL 35 FT, 0/A}EIGHT NOTE - 6YPCRETE U VERLATMENT TH15 LEVEL OF STRUCTURE FROM 145 FT.DATUM 5EE SECTION 0 6REAT ROOM �RI9 INSULATION TYP. Q FOR VAULTE 2 CEILING UPDATE AT 2x6 EXTERIOR cr STUD WALLS SEE PLANS f M PARTITION LOCATIONS r. O rX 1 MAIN ( 2nd LEVEL GENERAL NOTE UNLESS NOTED OTHER DIMENSIONS 5ECTION CREAT ROOMAND NOTES SHOWN FOR RIGHT (EAST) SIDE OF DUPLEX ARE COMMON FOR LEFT (WEST) SIDE OF PROPOSED READ U1TN SECTION A-A TIS SHEET 015� DUPLEX. WHERE IN DOUBT VERIFY STUD WALLS AND GILI1JGOF WITH DESIGNER / ENGINEER 2" THK. R5 R1610 6ARA&E FINI5HED WITH V2" IN5VLATION T(P. WR GYPSUM WALL WARD AT GMU WALLS 13 MISG. UPDf�TE:D W7 A UP12ATE P 10/27 4 TERRACE( 1St LEVEL No. Revl5(on Date INTERIOR BRNG.WALLS AT TERRACE LEVEL ARE 2x6'5 o Ib' GTR5. TYP. MfGhAPI 0. 61055 Architect re Project f anagement DP�SiC�l15 1159 Gail Drive V EL 145tlar+tp, Gear is 30319 t404) 634-993 FROJECT 4 GOLL I N5 RESIDENCE ATLANTIC SEAGH 5ECTION TITLE A3 1/4 - 1'-O" r=LF\/ 5 / 5EGT I ate DIAGRAMMATIC ONLY - READ WITH 6TRUGTRAL AND ARCHITECTURAL DETAIL INFORMATION nw0No A, 3 DATE5/4/01 SCALE • 00 NOT SCIJ.; (NECK ALL pIMENSIpNS ON SRE MICH?LL,'C. Cth55 � 2W1 I { , Ot HT. 1 JJill OF 5 Twp IL • • !I i ,. �,,/�,. r /I1III i��IjI I'1I�i!!IIlII!':'i'tI(+I'I'�!II,III'I!1IIIFI�!!'iI 1�;I'i/'iIII�I i' !�I'I,IiIII I IIlIl;i//I I i1!�'!•IIIj';ij';III1IIi I t,ij�'i'!''+I!i I'I ili II/I II,II'i IIjiiII;I 1 iiii�il!I�tt'i iII'I!1II!!I I1 I,I!II f 1IIi-II III/I 1'I!{III1 I I 1'I�—I IiII'IIi! I_'I(li!i INIIl'II 1/i!II1!lIi!'I!I'I_Ii!1 I'l''I II!;i wi;II II!I;!�!iiI I/I+i'�__I;!'-•l{'J 1 I!iI'i;/Ii;'II!I III-I;!-l''�'iI!I-II�I.I'II!Ii�\IjIi I!II,-iIi��I LI!II�ii!I-1/I-II+'ji-!I�I i/i 1,III 1I'-i-Ii i_-'I!�''II I;1-'i,i�I/+ir;1I! I�' i!! I•I!j:I I I I //,I ,//�///i _//_� /\///\\// \//\/\ �...././\/'\8_G_ �///;r��/�//��:+�—•L-X—/©-/—�\�h_I—T/.,\ T�x X! X + if ! i ii! I I Jill I Ji XXX ' I -II i /!I�;IIi lI•II(I'Ii!III i I II III if I a - _iI+III _II Ii! i I , IS I III i�!I+ I I �J,I I ! \ ! I ! ! I Wil Ii I Li i ` ; j i ! 1 if I I I if NORTH ELEVATION 1/4 1 51MILAR A3 ME// / / r`iIi fill I III Ex/I W///////NO/, � GENERAL -NOTE UNLESS NOTED OTHER 5 Q, DIMENSIONS IMENSIONS LLI.. till AND NOTES SHOWN FGR RIGHT (EAST)S3 !T7 ) SIDE OF DUPLEX ARE COMFORM LEFT (WEST) SIDE.' OF PROPOSED DUPLEX. WHERE IN DOUBT VERIFY WITH DESIGNER ENGINEER /YZE77=1 4444t, IF/m/1, j MISC. UPDATES 1B Rey! meR10/2 BDRM M. 55TH A. UPOAT . I0/21 A .11 1 11 Revision Date Michael G. 61055 Prrcojheitcec re ement Gail Drive 9930319tl -(aq4 b343 GTPROJF GoLLIN� �9tnENG5oUTH ELEVATION ASH TITLE1/4N 1 -0" NORTH ANS SOUTH ELEVATIONS CaNTHIS STRU�TU� TO'' SB SPRINKLERBL� THROUGHPUT IN AGCCR�ANGE NITf A. 4 TEN k � /�pATE GALE IIiII��i IIi 00 ttQt SG4�„ Ct1EGK A{1 Ott 1EN510Ng ow 9rtL MIGK!kEl f-CLASS; ( 2001 _,, DEIGN, CRI„TERIA, REVISIONS BY 8” CMU WALL w/ 1#5 8" CMU WALL w/ 1#5 SLAB ON GRADE, VERTICAL IN CONCRETE VERTICAL IN CONCRETE SEE PLAN SLAB ON GRADE, 2-#5 CONTINUOUS DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1994 STANDARD BUILDING CODE, A11/07/01 CCK 48" O.C. FILLED CELL ® 48" O.C. FILLED CELL SEE PLAN WIND LOAD DESIGN PER SECTION 1606.2 0A 4/04/02 CCK Q ¢ x a a LIVE LOADS: 1--#5 CONT. -� °-,x�--x a X X. ° - x ROOF & CANOPIES 20 PSF N 10 X20 THICKENED * . 4°. x. - - 40 PSF CONC. SLAB cw in ';. 4 4*. °. ! FLOORS BALCONIES 60 PSF ON GRADE, SLAB ON GRADE, SLAB W/ 2--#5 CONT SEE PLAN SEE PLAN a "_0 ALLOWABLE UNIT STRESSES EL. +0 -0 EL. +0 -D 1'"8" �' CONCRETE: (PER ACI 318) X _x _ x _ X- 8" CMU STEM WALL W " x x °x / �� ° MASONRY: (PER ACI 530) I—I I ISI I I!I I Imo) #5 DOWEL W/ STD HOOK. ° tit STRUCTURAL STEEL: (PER AISC SPACE TO MATCH WALL SECTION 3 SECTION 5 ) REINFORCING AND 0 48" 1-#5 CONTINUOUS SCALE: 3/4" = » „ CONCRETE: PL O.C..GROUT ALL CELLS / 1 _0 _ SCALE: 3/4 = 1 -0 S--1 SLAB ON GRADE f'c = 3000 PSI ISOLID BELOW GRADE CMU CONCRETE GROUT f'c = 3000 PSI 12"x24" CONTINUOUS '—� 12"x32" CONTINUOUS 8" CMU STEM WALL W/ SLAB ON GRADE, 3/4" DEEP SAWCUT w/ SLAB ON GRADE, MASONRY CONCRETE FOOTING, CONCRETE FOOTING, #5 DOWEL W/ STD HOOK. SEE PLAN ELASTOMERIC SEALANT SEE PLAN f m=1500 PSI SEE PLAN AND FOOTING o SEE PLAN AND FOOTING o SPACE TO MATCH WALL REINFORCMENT ASTM A615 - GRADE 60 SCHEDULE v _i SCHEDULE „I REINFORCING AND ® 48" d ' ASTM A325 O.C..GROUT ALL CELLS �` .x-�� - STEEL BOLTS - on TUBE STEEL COLUMNS ASTM A46 222 -1 SOLID BELOW GRADE ^� ---x ALL OTHER STEEL ASTM A36 (j 8"x12" THICKENED 12 WELDING ELECTRODES ASTM A-233 E---70XX Z V) 2,_0» 3 CLR „ EDGE W/ 1-#5 CONT. I--- —•-I - � 2'_8" 3 C R SOIL BEARING PRESSURE 2500 PSF ^w Q TYPICAL THICKENED EDGE NOTES: REINFORCED CONCRETELLJ Z 0 SECTION 1 SECTION 2 1) PROVIDE SAWCUTS TO CREATE ALL CONCRETE WOR F=- z w o ALL 20 X 20 MAXIMUM K SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF Q w z U- o SQUARES ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW -� w 00 !I, SCALE: 3/4" = 1'-0" S-1 SCALE: 3/4" = 1'-0" S-1 AND APPROVAL OF THE STRUCTURAL ENGINEER. � ¢ > _ � E C 1 I O N 2) SAWCUT CONCRETE` SLAB WITHIN 4 <0 r� 4 TO 12 HOURS OF CONCRETE PLACEMENT. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS U U w `� SCALE: 3/4"' = 1'-0" 5--1 m FOLLOWS: o » SLAB CONTROL JOINT FOUNDATIONS � � 0 Uj 66 --5 1/2 SLABS ON GRADE CENTERED = 0� a: DETAIL D- _ oo 21'-10" TO STEPDOWN ® 21'--10" TO STEPDOWN 6 ,ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE O � �Y FABRIC SHALL CONFORM TO ASTM A185. I- U 29-010 >� SCALE: 3/4" 1>_0>, S-1 V) V) 2'-11" 2'-8" 11'-7" 2'-g' / 9,_6„ 9►_6» 2'-10 3/4 ,-8„ 11'--7" ' » ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOK - o ' 2 -8 2 -11 S. � v ,ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED U -- ---- - - - - ..._. - - 2#5 VERTICAL ,AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUT6NED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD � � �� © � �� PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES',URES , ACI 315. BAR SUPPORTS o SHALL BE PLASTIC DIEl PPED PPED AFTER FABRICATION. CN Ej ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION I o 3 I I o I o ( I 3 o N OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL cv S-1 ov I I i S_) 1 ( 2#5 VERTICAL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. °° I I WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. RECESS TOP OF SLAB A i I L I MASONRY _ I 3/4" AS REQ'D FOR O LIzo O2'-6"x2'-6"x1'-0"d MONOLITHIC `<' ALL. LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE COMPOSED OF ASTM C90, GRADE OVERHEAD GARAGE DOOR I I ( I I POST FOOTING wl 3-#5 EACH WAYN-1 HOLLOW CONCRETE MASONRY UNI " '�2 TS WITH ASTM C270, TYPE S MORTAR. (TYPICAL 4 LOCATIONS) 4 ALL EXTERIOR CMU WALLS SHALL BE REINFORCED FULL HEIGHT IN A GROUT I I WVITH 1#5 AT: FILLED CELL SLOPE � I SLOPE o0 EACH CORNER, WALL ENDS, WALL INTERSECTIONS, *00 IOr I I ( ( ' 1 . EACH SIDE OF OPENINGS, U.O.N. , 4 EL. --0'-4" I I I I I 00 AND AT A MAXIMUM SPACING OF 4 �0 O.C., UON. �, „J EL. -0 -4 Z �- LAP VERTICAL BARS 48 DIAMETERS WITH WIRE TIES. Q EL. +0'-0" I I EL. +0'-0" I I 4" CONCRETE SLAB w/ WWF 6x6--W1.4x1.4 ON 6 MIL VAPOR BARRIER ON TERMITE TREATED I I I ( RECESS TOP OF SLABJI GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS. DO `"J Q 3/4 AS REQ'D FOR NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED a- W o GRADE PREPARED PER GEOTECHNICAL REPORT. o I I I ( I AND APPROVED. C] nf o TOP OF SLAB ELEVATION +0'-0". SEP i I I o 4 S-�EP OVERHEAD GARAGE DOOR I o J OD ao 3'-•O"x5'-0"x1'-0"d MONOLITHICFILL ALL CELLS SOLID BELOW FINISHED GRADE. u` o p I 6 POST FOOTING w/ 4-#5 LONG WAY o 2#5 VERTICAL PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" O.C. VERTICALLY UON. I O w U 1 � I � AND 6-- 5 SHORT WAY. � N Q N I S_1 # I ( ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE AND I--- w El O I I I I I I (� (TYPICAL 2 LOCATIONS) CA BELOW OPENINGS, EXTENDING SAT LEAST 24 INCHES BEYOND THE OPENING. m CI -- -- -- - - -�. -- - - - - _. - J 2#5 VERTICAL �� LAP JOINT REINFORCEMENT 6' MINIMUM. U I _� I I SAWCUT JOINT SAWCUT JOINT I - ___ - - - -cn - ^' ^" - ~' I o Q z x _ El I ALL PRECAST OR POURED LINTELS SHALL BE REINFORCED WITH TWO #5 TOP & BOTTOM < w-J- WITH #3 TIES 0 8" A5 A MINIMUM (U.O.N.) AND HAVE A MINIMUM MASONRY END BEARING OF 8". �J J ( I 4'�ONCRETE SLAB w WWF 6x6- MASONRY WORK cv S-1 I / W1.4x1.4 ON I V-1 SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530.1. 6 IL VAPOR BARRIER ON TERMITE TREATED S-1 SUPPLEMENTARY NOTES O O 6 GRADE PREPARED PER GEOTECHNICAL REPORT. I �, S-1 I I TO OF SLAB ELEVATION +0'--0' . i 0 VERIFY ALL DIMENSIONS WITH ARCHITECTURALU DRAWINGS. _ COORDINATE OPENINGS, SLEEVES AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, z , I o I I I 01 I ELECTRICAL, AND PLUMBING DRAWINGS. . I _ EL. +o --0 6»i SIE I r- .� EL. +0'_o» I I 6 STEP I "v THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR 77) CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR I I I CONTRACTTHE RE OF ANY DOCUMENTS.OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE N 1 El �� PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID � � � � � � � � � � EXCESSIVE STRESSES AND TO HOLD �. __ _.. .- - _. . - - - - - .- - - - - - , - . - - - - - - - - - - _... - __.. - � - - - - �----- STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL THE ENGINEER SHALL BE NOTIFIED. 13'-7" 14'-3 1/2" 2,_8» 2'_810 14'--1 1/2" 13'-9" WIND LOAD DESIGN CRITERIA WOOD TRUSSES » 10-21/1 s 3' 0�/t�'� V-21/16" WIND D LOAD BASIC 110 MPH TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, IMPORTANCE FACTOR 1.0 DESIGN, WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. MEAN ROOF HEIGHT 35.0 FT SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED FLORIDA FOUNDATION AND GROUND FLOOR PLAN ROOF PITCH 4/12 PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS (18.4 DEGREES) DIMENSIONS AND DESIGNS WITH ARCHITECT'S DRAWINGS. DRAWN FOOTING SCHEDULE VELOCITY PRESSURE 31.5 PSF SCALE: 1/4" = 1' -0" ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMATIC AND ARE INTENDED TO INDICATE MLC PLAN NOTES: TYPE LENGTH WIDTH DEP BOTTOM REINF. TOP REINF. DESIGN CONCEPT ONLY FOR ROOF CONFIGURATION. DEPTH REMARK CHECKED LONG WAY SHORT WAY LONG WAY SHORT WAY S ROOF TRUSSES SHALL BE DESIGNED FOR END OR INTERIOR ZONE UPLIFT PRESSURES AS CCK 'I 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". APPLICABLE. UPLIFT FOR INTERIOR ZONE TRUSSES SHALL BE COMPUTED DATE ¢ 2) TOP OF INTERIOR FOOTING ELEVATION --2'--0". �_ F1 CONT. 2'-0" 1'-0" 3-#5 #3 ® 48"oc SEE NOTE 2) 0 PUTED USING INTERIOR 3) TOP OF EXTERIOR FOOTING ELEVATION -2'-0". O ► „ ZONE PRESSURES. 07/09/01 cn F2 CONT. 2 -8 1 -0 3-#5 #3 @ 48 oc EL, -2'-0" T.O.F. ROOF TRUSS DESIGN CRITERIA SCALE I 4) FOR REINFORCING AT MASONRY OPENINGS, SEE DETAILS ON SHEET S-2 _ 1 5) TE DENOTES THICKENED EDGE OF SLAB PER DETAIL 4/S-1. O 2'-6" 2'-6" 1'--0" 3�-#5 3-#5 - - MONOLITHIC LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF /4 = 1 -0 DEAD LOAD . . . . . . . . . . . .20 PSF JOB NO. 6) FOR DIMENSIONS OF WALL OPENINGS SEE ARCH PLANS. _ - MIN. DEAD LOAD--ASPHALT SHINGLES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10 PSF E01-117 I i OB 3'-0" 5'--0" 1'-0" 4-#5 6-#5 MONOLITHIC TILE ROOF. . . . . . . . . . .15 PSF SHEET WIND UPLIFT. PER SBCCI i NOTES: . . . . . . . . . . . . . . . . . . . . . . . . . ti�� a,; ' . . . . . . . . . . . . . . . . . . � 1) WALL FOOTING F-1, F-2 ARE CENTERED ON OF 8" CMU WALL, SEE SECT. 1/S-1 & 2/S-1. BRACE BOTTOM CHORD AS REQUIRED FOR WIND UPLIFT. ,� S - 1 o COORDINATE ROOF AND FLOOR TRUSS LOCATIONS WITH PLUMBING WALLS AND HVAC EQUIP, E1 E 4 SO AS TO AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF DUCTS, STACKS, PIPES, ETC. fz SHEET 1 of 8 µ • tt� II i WINDOW WINDOW ROUGH OPENING ROUGH OPENING REVISIONS BY WINDOW/DOOR ROUGH OPENING 11/07/01 CCK "x8" SYP 1-- 5 VERTICAL2--• 5 VERTICAL INTERIOR � 4/04/02 CCK 1 pc 2 1-#5 VERTI AL /-2-#5 VERTICAL 2-#5 VERTICAL P.T. No.2 FIRST CELL FIRST CELL SECOND CELL FIRST CELL SECOND CELL »BUCK" ------ ____....___ ---- �--------- -- f-77711 :z = . If 1D �. �_____ _ r i _______ ___ _ �___ 1-#5 VERT. ;r-,:.; 1--#5 VERT. 1-#5 VE TICAL 1pc 2x8 P.T. SYP 1-#5 VERTICAL 1pc 2x8 P.T. SYP 1-#5 VERTICAL -': ' 2-#5 VERT. FIRST CELL No.2 "BUCK" p 48" O.C. No.2 "BUCK" ® 48" O.C. 1-#5 VERT. 1--#5 VERT. EXTERIOR Mr' OPENINGS UP TO 3'--0" OPENINGS OVER 3'�--0" OPENINGS OVER 8'�--0" � R F WO �r TO 8-0" TO 18'�-0" 8" CMU CORNER 8"x8" CMU COLUMN 1--#5 VERT. 1-#5 VERT. 1-#5 VERT. DETAIL 2 DETAIL K3- DETAIL 4 DETAIL 5 D ETA I L 6 D E TA I L S-2 SCALE: 3/4" = 1'--0" S-2 SCALE: 3/4" = S-2 SCALE: 3/4" = 1'_0" 1 -#5 VERTICAL EACH CORNER, S--2 SCALE: 3/4" 1'-0" S--2 SCALE: 1 /Z" = 1'-0" S-2 SCALE: 3/4" = 1'-O" INTERSECTION, AND ® 48 O.C. FILL CELL SOLID W/ 3000 psi 2"x4" SPF #2 STUDS ® Z V) FOR OPENINGS OVER 6'--0" TO CONCRET 16" OC, SEE PLAN -- ui 25" LAP MIN. 2"x4" P.T. SYP No.2, ..w 16'--0" WIDE, PROVIDE 2--#5 TOP " V "x8" ANCHOR BOLT FASTEN TO CMU w/ LJJ AND #3 TIES @ 8 OC 1--#5 VERTICAL ® 48 O.C. 2x4 SYP No.2 C97 24" OC w = z w o / /8 4x6 HILT) KWIK f--- FILL CELL SOLID W/ 3000 psi .e PT PLATE 2x2x1/8" WASHER ``� z o FOR OPENINGS OVER 3 -0 . BOLT II C� 24 O.C. Q w N 2-#5 BOTTOM CONCRETEIFI-F • TO 6'--0" WIDE, PROVIDE (EXPANSION BOLT NOT or co w 2-#5 TOP & BOTTOM & #3 #5 HORIZONTAL SLAB ON GRADE, PERMITTED WITHIN 4" 5/8"4x8" ANCHOR BOLT 1-#5 VERT. a¢ �' " ? TIE BEAM REINFORCING SEE PLAN OF SLAB EDGE # U ¢w • TIES ® 8 O.C. ) 0 24 O.C. � 0 J m z 04 - 2-#5 CONTINUOUS 8 CMU WALL a a Z) o w it/ UP TO 6'-0" WIDE ¢ a X. . o . X —X° °. 8" CMU, J uj ao 8" PRECAST LINTEL " x SEE PLAN 2: 0 o} -cw 8" CMU WALL 4 p_ z o z J a , v . . (TYPICAL) 10"X20" THLCKENED • U J O » #5 HORIZONTAL D SLAB ON GRADE, OVER 8 -0 OVER 3 -0 TO 3 -0WIDE SLAB W/ 2-#5 CONT STUD WALL FRAMING, V) TO 18'--0" WIDE TO 8'- " WID NOTES: a TIE BEAM REINFORCING o SEE PLAN z Q _ _ 1' 8" SEE PLAN Of o 1) FOR OPENING LOCATIONS, WOOD STUD TO = TYPICAL LINTEL ABOVE OPENINGS. SEE ARCH DRAWINGS. SPLU 2) PROVIDE 8" BEARING EACH TYPICAL HORIZONTAL SPLICE TYPICAL CORNER ICE INTERIOR LOAD BEARING WALL MASONRY WALL CONNECTION SIDE OF OPENING. SECTION DETAIL 3) GROUT LINTEL SOLID. 8SECTION 9 ri O SECTION 11 DETAIL S-2 SCALE: NTS S-2 SCALE: 3/4" 1'-0" S-•2 SCALE: 3/4" - 10--0" S-•-2 SCALE: 3/4" = 1'-D" S-2 SCALE: 3/4" 66'-5 1/2" GARAGE DOOR HEADER' INSTALL 2pcs 1/2 4 x 6" BEAM AN REINFORCING ANCHOR BOLTS W/ 2"x2"x1/8" " " 1 IAS PER PLAN PLATE WASHER Ar MI SPAN » » 2 --10 3/4 2'-0" » 2 -1 D 3/4 » „ ,. I I 2#-1 1 2 -8 11 -7 2 -8 9 -6 9 --6 2 -8 11 -7 2 -8 2 -11 I I® FOR SPRING BLOCK A 1TACHMENT 1--#5 VERT. I CON . FILLED 2�--#5 VERTICAL I _J____-- _ ______________________L_ I I I I I SEE DETAIL, 2/S- CELL TO WIND W SIL HEIGHT TI ------------. _______________-.___� � i f r j o o v © #5 VERTICAL I j 2"x8" SYP No.2 �11 EACH FACE #5 VERTICAL VERTICAL IN j EACH FACE I I 11-#5 VERTICAL IN d- �+ CONCRETE FILLED w AS PER PLAN P.T. PLATE AS PER PLAN I I® ®1 I W CONCRETE FILLED CELL © 48" O.C. I I I I CELL ® 48" O.C. I I I i SEE DETAIL 1/S-2 SEE DETAIL 3/S- I 14' °1 1 1 -�-�- 0 NING R #5 VERTICAL SEE DETAIL 1/S-2 1 I » , » I i EACH FACE Q w o --' _ 5 VERTICAL #5 VERTICAL I 18 -- -0 I I it FIRST TWO CELLS EACH FACE �® GAR OOR ®i 1 AS PER PLAN Q o - AS PER 1 u- �- 'n PLAN ® INSTALL 5pcs 1/24 x 6" ANCHOR o, I I I BOLTS 0 24" O.C. MAX. W/ 2"x2"x'/8" --� W » ,. w a II II PLATE WASHER AT INTERIOR FACE OF _j Of w x 4x6 P.T. SYP No.2 POST m ¢a �j �j j� j� WALL OPENING EACH SIDE TO RECEIVE Q m o w/ 1 pc SEMCO SGP3 or SIMPSON o o N I I® ®I I J 1 z I I I I 2x8 P.T. WALL/DOOR PLATE. (f� HTT22 (3 LOCATIONS) ¢ ¢ 11 I) FOUNDATION SLAB 11 11 z 4"'x6" P.T. SYP No.2 POST °D II II 11 11 Y w/ 1pc SEMCO SGP3 or SIMPSON I I 17'--11" I HTT22 (3 LOCATIONS) I I I I W J S�SEE DETAIL 3/S---2 m I ( I 10 2pcs 2"x4" SPF No.2 I - GARAGE DOOR "BUCK" FASTENING TO CMU W U STUDS AT HEADER BEAM o I 2pcs 2x4 SPF No.2 BEARING, EACH END v8" CMU WALL w/ r, STUDS AT HEADER BEAM 'n 1-#5 VER CAL IN BEARING, EACH END 12 DETAIL CONICRETE ILLED 2-#5 VERTICAL DBL 2 x10 „ » FIRST TWO CELLS S-2 SCALE: 1 2" = 1'-0" 1) SYP No.2 HEADER CELL ® 48 O.C. DBL 2 x10 / SYP No.2 HEADER "N SW- 0 8"x16" CMU/CONIC. 8"x8" PRE-CAST LINTEL � TIE BEAM AS PER PLAN W/ 2--#5 AS PER PLAN 4 5 INTERIOR LOAD BEARING WALL w INTERIOR LOAD BEARING WALL „ `� DBL 2 x1 O S-8 S-8 -- --- -- 1-#5 VERTICAL IN SYP No.2 HEADER, CONCRETE FILLED - CELL ® 48" O.C. `j 1-- 5 VERTICAL IN ;� SEE DETAIL 11/S-2 = CONCRETE FILLED r 1-#5 VERTICAL IN CONCRETE FILLED co S E DETAIL CELL ® 48" O.0 CELL AT BEAM ARING LOCATION 5 S- 1-- 5 RTICAL IN 2-#5 VERTICAL 2-#5 VERTICAL CO C E FILLED CELL SEE DETAIL I AT BE BEARING LOC 3-2 0 1-#5 VERTI I N �- I I CONCRET LLEDSEE DETAIL 5/S--2 CELL 0 " 0.C. 1 -J#5 VERTICAL ntnl: N fl 8" CMU WALL DaAwN I ® ® ® i • ® AS PER-PLAN FASTEN 2x8 P.T. MLC " SYP No.2 WINDOW/DOOR CHECKED j BUCK TO 8" CMU W/ CCK SEE DETAIL 4/S•--2 1/4"4x23/4" TAPCONS DACE ® ® 24" O.C. INSTALL 07/09/01 `9' 9'-1 1 2" 2"x8" P.T. SYP 3pcs MINIMUM EACH 1/4"SAW-0" 13 -7 11 -3 2 --8 / 2 -8 11 -1 13 -9 SIDE °' No.2 WINDOW/ JOB No. 3_11'-2�/1B�� 1'-•21/16" DOOR BUCK """,',,,, E01-117 » � (3, SHEET' 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED W/ DBL 2»x4 SYP W)N D O W DOOR BUCK FASTENING TO CMU 1ST LEVEL WALL PLAN No.2 TOP PLATE, 2"x4" SPF No.2 STUDS CSD 16" O.C., AND 2"x4" P.T. SYPti,rl ,it4� 'r - No.2 BOTTOM PLATE, MINIMUM. r13� DETAIL2 o SCALE: 1/4 1'-0" 2) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS MANUFACTURED BY : '"" TRUSS 'JOIST OR EQUAL. S-2 SCALE: 1/2" • .. �' SHEET 2 OF 8 1P I i UPLIFT CONNECTOR AT REVISIONS BY 8" CMU, TOP AND BOTTOM OF SEE PLAN EACH STUD, SEE SCHEDULE 11/07/Q1 CCK a BOUNDARY OF EXAMPLE OF UNSUPPORTED (UNBLOCKED) A 4/02/02 CCK 2"x6" P.T. SYP #2, FASTEN 1-#5 VERTICAL SHEARWALL OR PANEL EDGE. UNSUPPORTED PANEL EDGE IS TO CMU W/ /8 0x6 HILTI FIRST TWO CELLS DECKING TYPICAL CONDITION UNLESS BLOCKING IS REQ D KWIK BOLT II CSD 24,i O.C. � BY SCHEDULE OR NOTES. or STUD WALL NU ER OF FULL HEIGHT . . . 5/5"0x8" ANCHOR BOLT FRAMING, STL S EACH SIDE OF 24" O.C. SEE PLAN . OP ING> SEE PLAN HEADER, SEE OR CHE ULE GYPSUM BOARD OR PLYWOOD PLANS HEADER STRAPS, PLYWOOD SHEARWALL TO WOOD PANEL : . . : : : SEE UPLIFT SCHEDULE EXAMPLE OF PANEL MASONRY WALL CONNECTION SHEARWALL, . . . . EDGE W/ BLOCKING SEE PLAN ROUGH OPENING WHERE REQUIRED BY 1 DETAIL AND SCHEDULE HEADER SPAN TABLE SCHEDULE OR NOTES. SEE ARCH NAIL SPACING AT SUPPORTED EDGES, ' a " 11-011 HEADER WINDOW/DOOR JACK CLIPS OR SEE NOTES OR S-3 SCALE: /4 = BEAM MAX OPENING STUDS HO DDOWN AT CRIPPLE STUDS SCHEDULE 2pcs 2"x6" SYP NO.2 (2)2x10 SYP#2 4'-0" 1 FOUNDATION, (j FULL HEIGHT STUDS 3.5"x9.5" 2.0E 81--0" 2 SEE SCHEDULE Z cn PARALLAM PSL TYPICAL HEADER • ' • r" w 5.25"x9.5" 2.OE 8'-0" 2 STUDS, ROOF TRUSSES, PARALLAM PSL HEADER BELOW OR FLOOR JOISTS `'_� CANTILEVERED JOISTS - w D of O QJZL'_' N r CC FASTEN EACH LAYER w � ¢ , 1 pc 2"x6" SPF #2 2 ROWS 12d COMMON . CC ¢ U WIRE NAILS 0 12 O.C. NAILING TO INTERMEDIATE SUPPORT IS 6 OC MAX, UON U U w o JACK STUD EACH SIDE " r- FRAMING AND STRAPPING NAILING PATTERN FOR SHEATHING o as z STRUCTURAL MULL AT TYPICAL WALL OPENING ON ROOF FLOOR AND SHEARWAL! S af � U W W W to V) a DETAILK-3 DETAIL 4 DETAIL � K oz LL. -� K-2--� 3 � 1 i_0„ S-3 � F- -t S-3 SCALE / . 4 S-3 SCALE: NTS SCALE: NTS (� Z ¢ 0 = U U 66'-5 1/2" 7'-4 13/16 2' -g" 17'_4„ 5'-0" 1'-8" 5'--0" 17'-4" 2'-8" 7'-4 13/16" x sw—� x x sw-1 x 3 C x x 2 3 x sw—� x 2 x sw-1 x SHEARWALL SPECIFICATIONS x � I _ I , x v SW-1 INSTALL '/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2x6 SPF #2 STUDS bI 0 16" OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS 0 3" o.c. EDGE AND 6,i o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL HORIZONTAL JOINTS. I I INSTALL THREE PIECES SEMCO RS150 or SIMPSON CS16 AT EACH END OF B RING WALL BELOW w i. 1 5 VERTICAL I SHEARWALL SEGMENT TO WALL FRAMING, FLOOR FRAMING, BELOW. FASTEN n--• I (RST WO CELLS i THE RS150 WITH 22-10d COMMON WIRE NAILS or FASTEN THE CS16 WITH (, i i j I I I 0 22--10d COMMON WIRE NAILS Z ® I I � W ¢ + f II c0 C4 SW-2 INSTALL '/Z" CDX PLYWOOD SHEARWALL SHEATHING OVER 2x6 SPF #2 STUDS Q Lj @ 16 OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS ® 3" o.c. EDGE I (10 - _i I AND 6" o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL HORIZONTAL JOINTS. 607 U- I INSTALL TWO PIECES SEMCO RS150 or SIMPSON CS16 AT EACH END OFW = SHEARWALL SEGMENT TO WALL FRAMING, FLOOR FRAMING, BELOW. FASTEN Q I i I t THE RS150 WITH 22-10d COMMON WIRE NAILS or FASTEN THE CS16 WITH W w x I l i x 22-10d COMMON WIRE NAILSm i I > 0 O A i I i Aj 0w w F_ ► SW-3 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2x4 SPF z Q �• 2 STUDS @ 16" OC. FASTEN SHEATHING w 8d COMMON WIRE NAILS 0 3" J I y 4x6 P. SYP No.2 POST o A # / r- 4"x6" P.T. SYP o.2 POST } j (3 LOCA TIONS) I o.c. EDGE AND fi o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL --� ¢ (3 CATIONS) ! (o _ HORIZONTAL JOINTS. INSTALL ONE PIECE SEMCO SGP3 or SIMPSON HTT22 AT 0 J 4 EACH END OF SHEARWALL SEGMENT TO INTERIOR MONOLITHIC CONCRETE Z R ATI F- I I N OU D 0N. FASTEN THE SGP3 WITH 5/81, DIA. x 12" ANCHOR BOLT AND 24-16d COMMON WIRE NAILS or FASTEN THE HTT22 WITH 5/8"Ox12" ANCHOR x I x BOLT AND 32--16d COMMON WIRE NAILS. INTERIOR SHEARWALL i I I INTERIOR SHEARWALL L1J SW-4 i I -- SW-4 x /SW-4 INSTALL 1 2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2x4 SPF t0 I I 0 #2 STUDS 0 16" OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS ® 3" - -------_ - jj 4 5 !_�-- �_� �� - - o.c. EDGE AND 6" o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL °0 HORIZONTAL JOINTS. INSTALL THREE PIECES SEMCO RS150 or SIMPSON CS16 Q BEARING WALL BELOW S-8 BEARING WALL BELOW Hen,: w AT EACH END OF SHEARWALL SEGMENT TO WALL FRAMING, FLOOR FRAMING, ' CMU WALL w/ BELOW. FASTEN THE RS150 WITH 22--10d COMMON WIRE NAILS or FASTEN 1-#5 VERTICAL IN THE CS16 WITH 22-10d COMMON WIRE NAILS x co CONCRETE FILLED x CELL 0 48" O.C. oo D SW_5 INSTALL 1/2"' CDX PLYWOOD INTERIOR SHEARWALL SHEATHING TO INSIDE FACE ¢ I ¢ OF EXTERIOR 2x6 SPF #2 STUDS 0 16" OC. FASTEN SHEATHING w/ 8d w w (.0 COMMON WIRE NAILS 0 3" o.c. EDGE AND 6" o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL THREE PIECES SEMCO RS150 Cr SEE DETAIL 1 -3, d- or SIMPSON C316 AT EACH END OF INTERIOR SHEARWALL SEGMENT TO WALL BALLON FRAMED I I BALLOON FRAMED n FRAMING, FLOOR FRAMING, BELOW. FASTEN THE RS150 WITH 22---10d STRUCTURAL MULL, 1-#5 VERTICAL TYPICAL EACH END STRUCTURAL MULL, I SEE DETAIL 2/S--3 z FIRST TWO CELLS - z SEE DETAIL 2/S-3 COMMON WIRE NAILS.or FASTEN THE CS16 WITH 22--10d COMMON WIRE NAILS. A - ® x x x x I INDICATES ONE PIECE SEMCO SGP3 or SIMPSON HTT22 X INDICATES .TWO PIECES OR THREE PIECES SEMCO RS150 or SIMPSON CS16, SEE PLAN DRAWN x O2 2C x SW-1 x O O3 x x O O x x O � x INDICATES THE NUMBER OF FULL HEIGHT 2x6 STUDS EACH SIDE OF THE MLC CHECKED 13'_9" 8'-6 13/16" 6'-0" 7'-5 13/16" 6'_O" 8'-6 13/16" 13'_9" a WINDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH CCK SIDE MINIMUM. ADD STUDS AS REQUIRED TO THE EXISTING WALL FRAMING. DATE 1'-2 1/16" l'-21/16>i NOTES: 07/09/01 t 1) SEE DETAIL 4/S-3 FOR TYPICAL SHEATHING NAILING PATTERNS. SCALE 0 © 0 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. 1/4" is-029 2ND LEVEL WALL PLAN 3) AT SHEARWALLS WITH END REACTIONS OVER WOOD BEARING WALLS, PROVIDE JOB NO. 3 "IR (3)2x6 SPF#2 POST IN WALL AND FASTEN w/ 3pcs SEMCO R3150 CONTINUOUSLY E01-117 `i SCALE: 1/4" = 1'-0" DOWN TO CMU WALL BELOW. SHEET c " SYP 4) AT SHEARWALLS WITH END REACTION OVER WOOD BEAM, STRAP END STUDS 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED W/ DBL 2"x4 �. y•'•••:.' TO BEAM WITH 3 PCS SEMCO RS150 CONTINUOUSLY TO SUPPORT POSTS AND od No-2 TOP PLATE, 2x4 SPF No.2 STUDS 0 16•. O.C., AND 2"x4"' P.T. SYP FINALLY TO CMU WALL BELOW WITH 1 PC SGP-3. co No.2 BOTTOM PLATE, MINIMUM. = _ w.F j !, • �_ 3 n 2) ALL FLOOR BEAMS SHALL BE 2.OE PARALLAM PSL BEAMS AS MANUFACTURED BY o TRUSS JOIST OR EQUAL. ��' •• ` t SHEET 3OF $ I `'-:,"��..•. L ;tib : '� {'�eadm- Ave. i REVISIONS BY 2 ROWS 8d COMMON WIRE Q 11/07/01 CCK FORMED AND POURED CONCRETE RAKE BEAM NAILS @ 3" OC BLOCKING AT JOINTS IN X. W/ 2---#5 CONTINUOUS, MINIMUM THICKNESS ROOF SHEATHING AS Q 4/04/02 CCK 4" ABOVE CORNERS OF MASONRY BLOCK SHOWN ON ROOF FRAMING 5/8" CDX PLYWOOD ROOF SHEATHING, PLAN 12 FASTEN w/ 8d COMMON WIRE NAILS (2)2x8"PT SYP2 PLATE 5 @ 4" OC EDGES AND 4" OC FIELD. A : 4 �_ ° 3 w/ '/2 0 x 10 ANCHOR /s CDX PLYWOOD ROOF 4 Nke• 3--4 BOLT @ 12" OC w/ 190 SHEATHING, SEE WALL SECTI01 PRE-ENGINEERED WOOD WASHER, RECESS INTO ROOF TRUSSES @ 24" OC, moo ` TOP PLATE SEE ROOF FRAMING PLAN 8 8" CMU, INSTALL 4pcs-16d TOENAILS SEE PLAN I z . . ° � EACH TRUSS TO DBL TOP PLATE ° 8" CMU SHEARWALL ° 2"x6" P.T. SYP #2, FASTEN 1-#5 VERTICAL �` REINFORCING @ 48" O.C. HURRICANE CLIPS PER UPLIFT TO CMU W/ 5/s"0x6" HILTI FIRST TWO CELLS e '`. d" CONNECTOR SCHEDULE. FOR KWIK BOLT II @ 24" O.C. STUD WALL I ° ° �. PRE--ENGINEERED HEAVY GIRDER TRUSSES, SEE or FRAMING, � 4\. ROOF TRUSSES, SEE DETAIL 5/8"0x8" ANCHOR BOLTS . SEE PLAN a SUPPLIERS LAYOUT 24" O.C. .„ TOP OF WD PLATE 8" CMU SHEARWALL w/ 8" CMU/CONCRETE f5'_0" " 8" CMU WALL, 1--#5 VERTICAL @ 48" O.C. RAKE BEAM w/ SEE PLAN 2-#5 CONTINUOUS 1pc SEMCO TPP6 or SIMPSON SPH6 U PLYWOOD SHEARWALL TO wooD PANEL ROOF ATTACHMENT TO » @ 16" O.C. z w SHEARWALL, CONCRETE RAKE BEAM CMU SHEARWALL 2 xs SYP No.2 BLOCKING IN Ld MASONRY WALL CONNECTION LAN BETWEEN EACH RAFTER. FASTEN 2"x8"x8'-0" P.T. SYP #2 LLJ z o SEE AND SCHEDULE W�/ 12d COMMON WIRE TOENAILS RAFTER TAIL @ 24" O.C. SPLICE = z w 1 DETAIL 2 D E TA I LrT%� SECTION @ 6" O.C. EACH SIDE TO PRE-ENGINEERED ROOF TRUSS ~ w z_ o 2 2x6 P.T. SYP 2 TOP PLATE W/ 2 ROWS 12d COMMON WIRE Q :- w co S-4 SCALE: 3/4" = 1'—D" S--4 SCALE: 3/4" = 1'r-O" S-4 SCALE: 3/4" 1'-0" � ) # NAILS @ 6" O.C. Y ? Q ;° 2"x6" SPF #2 U v A m ° 66'-5 1/2" Q STUDS @ 16" O.C. �/2" CDX PLYWOOD FASTENED O. w W/ 8d COMMON NAILS @ 3 OC W cn EDGES AND 6" OC FIELD. 11 z O z 26'-2 1/4" 2'-8 "8'-9" 2'-8" 26,_2 1/4" P -4-o L' V V 2"x6" SPF #2 STUDS ---- o 7) SW-2 fn Q SW- 2 x O O x xx 2 2x x 14" SYSTEM 42 PRE--ENGINEERED @ 16" O.C. V x x FLOOR TRUSSES @ 16" O.C. x x El x x 3 ' T&G PLYW 0 ND 1 pc SEMCO RS150 or 1 pc U � N /4 SIMPSON CS16 STRAP h FASTEN W/ 10„d COMMON WIRE i @ 16” O.C. �" I NAILS @ 4 O.C. EDGE AND x x 2 x x 6" O.C. FIELD I 2"x6" P.T. SYP No.2 BASE PLATE ® S-4 Q ►� I EL. +18,^10y 0 I- Q - TOP OF PLY DECK Xl INTERIOR SHEARWALL TO INTERIOR SHEARWALL. TO © _ I © INSIDE FACE OF INSIDE FACE OF EXTERIOR 2x6 WALL EXTERIOR 2x6 WALL N civ ,. _ EL. +17,--8 j TOP OF WD PLATE 3pcs 2"x6" SPF NO.2 STRUCTURAL �n i '/ " CDX PLYWOOD WALL MULL. SPLICE TOGETHER w 2 ROWS ' �� 3pcs 2"x6" SPF NO.2 STRUCTURAL / „ DBL 2x6 SYP No.2 PLATE I SHEATHING FASTENED W/ MULL. SPLICE TOGETHER w/ 2 ROWS 3 12d COMMON WIRE NAILS @ 12 Q.C. 0 8d COMMON NAILS ® 6" OC 12d COMMON WIRE NAILS @ 12" O.C. _ INSTALL 1pc SEMCO FAP18 OR I Q S 4 SIMPSON A35 ANGLE EACH SIDE. EDGES AND 6" OC FIELD. J W . D OT OM, SEE DETAIL 5/S--4 ® 2"x6" SPF #2 STUDS ® Q CJ ® ® @ 16" O.C. xGD 3/'¢" T&G PLYWOOD, GLUE AND I 1 pc SEMCO RS150 or 1 pc W o x x .- L FASTEN W/ 10-d COMMON WIRE V SIMPSON CS16 STRAP [] o 3 �/ NAILS @ 4" O.C. EDGE AND I @ 16" O.C. < _j LL_ Q 6 O.C. FIELD I 2"x6" SYP No.2 BASE PLATE _ 0 12" SYSTEM 42 PRE-ENGINEERED I W v INTERIOR SHEARWALL TO INTERIOR SHEARWALL TO FLOOR TRUSSES @ 12" O.C. I ,�EL. +9'-2'/a" .,,,,,J w INSIDE FACE OF INSIDE FACE OF t TOP OF PLY DECK Ld EXTERIOR 2x6 WALL » 3 EXTERIOR 2x6 WALL Q 1 �.EL. +9'--1'/," (� v 03 8 CMU WALL w/ �o TOP OF WD PLATE W z x x 1-#5 VERTICAL IN CJ ,n N '� 0I CONCRETE FILLED I I o EL. +9'--0" CELL @ 48" O.C. _j cn cn o ` TOP OF CMU WALL x x © ¢ © x x I P.T. 2x8 SYP #2 PLATE 0 O O 0 N DBL P.T. 2"x10" SYP #2 W/ 1/2%12" ANCHOR w SEE DETAIL 1/S-4 w LEDGER W/ 5/8" x10" BOLT W/ 2"x2"x'/8" © ANCHOR BOLTS @ 16" O.C. PLATE WASHER @ 24" O.C. 1-#5 VERTICAL ft, BALLOON FRAMED BALLOON FRAMED FIRST TWO CELLS I STRUCTURAL MULL, I STRUCTURAL MULL, SEE DETAIL 2/S-3 v, cin SEE DETAIL 2/S-3 z ' 2 D Q O 2x xx sw�-2 x (D (�) x w-2 x x sw-2Ix x x N r- 8" CMU WALL w/ 1#5 x O O x SW-2 x x SW-2 x O x VERTICAL IN CONCRETE 28" FILLED CELL @ 48" O.C. 15/16" 9 9 1 8 4 713 -9 � � 13'-91p 52-6$3 4 --7 15/16 / 5 6 1 /2 ,. 1,_ 9 „ 1—#5 CONT. Ln 7�/2„ 1' - 29/is" 39-2 3/4 39-2 3/4 2 /is CONC. SLAB cv ON GRADE, RS150,ZCS16 PROFILE EL. +0t'-0" SEE PLAN X X x X 8" CMU STEM WALL W/ 3RD LEVEL WALL PLAN z 6 i I REVISIONS BY &11/07/01 CCK 8" CMU WALL ABOVE " PRE--ENGINEERED DBL P.T. 2"x10" SYP #2 3/4" T&G PLYWOOD, GLUE 12 SYSTEM 4Z 4/04/02 CCK FLOOR TRUSSES @ 12" O.C. 2"x6" SPF #2 STUDS LEDGER W/ 5/8"Ox1 O" AND FASTEN W/� 10-d COMMON x S 2 STUDS 3/4" T&G PLYWOOD, GLUE AND @ 16 O.C. 3/4" T&G PLYWOOD, GLUE ANCHOR BOLTS @ 16" O.C. WIRE NAILS @ 4 O.C. EDGE 3/4" T&G PLYWOOD, GLUE AND FASTEN W/ 10-d COMMON WIRE 2"x6" P.T. SYP AND FASTEN W/ 10-d COMMON STAGGERED 8 2 ROWS 10d COMMON AND 6" O.C. FIELD @ 16 O.C. NAILS @ 4" O.C. EDGE AND No.2 BASE PLATE WIRE NAILS @ 4" O.C. EDGE WIRE NAILS @ 4" O.C. FASTEN W/ 10-d COMMON WIRE 6" O.C. FIELD 12" SYSTEM 42 PRE-ENGINEERED 12" SYSTEM 42 PRE-ENGINEERED NAILS @ 4" O.C. EDGE AND 2"x6" P.T. SYP No.2 EL. +9'-2' » AND 6" O.C. FIELD 6" O.C. FIELD BASE PLATE 12" SYSTEM 42 PRE-ENGINEERED TOP OF PLY DECK FLOOR TRUSSES @ 12" O.C. 3.5"x11.875" 2.0E FLOOR TRUSSES @ 12" O.C. PARALLAM PSL BEAM FLOOR TRUSSES @ 12" O.C. • _ EL. +9'--2' " \ \ I' EL. +9'-2' " M TOP OF PLY DECK M EL. +9'-1' " TOP OF PLY DECK TOP OF PLY DECK ori o 1pc 11/4"x11'/a" TIMBER- TOP OF WD PLATE of o o o STRAND LSL RIM BOARD '`� EL. +9'-0" r :. I TOP OF CMU WALL TOP OF WD PLATE " P.T. 2x8 SYP #2 PLATE W/ 100, 41114 EL. +9'_0" P.T. '2x8 SYP #2 PLATE 1pc SIMPSON THA418 1pc SIMPSON THA418 '/2"x12" ANCHOR BOLT W/ TOP OF CMU WALL DBL P.T. 2 x10 SYP #2 W/ /2 x12 ANCHOR 8"x16" CMU OPEN BOTTOM ADJUSTABLE HANGER ADJUSTABLE HANGER „ ' „ LEDGER W '/e"Ox10'* BOLT W/ 2"x2"x'/a" LINTEL BLOCK TIE BEAM 2 x2 x /a PLATE WASHER / @ 24" O.C. ANCHOR BOLTS @ 16" O.C.. PLATE WASHER @ 24" O.C. W/ 2-#5 TOP AND BOTTOM CONTINUOUS Zx 8" CMU WALL 8" CMU WALL ..w ¢ LTJ z _ 5 Fx 3 SECTION 4 SECTION Q J Z� SECTION 2 SECTION 3 S---S SCALIE: 3/4" = 1'_0" S-5 SCALE: 3/a>• = 1,-0„ 5--5 SCALE: 3/a" = 1,_O» Y ¢v r`�c S-5 SCALE: /a = 1 _O 0ZDomLd z Ld = O O> �— z 0O � 0 �Y X66'-5 1 2" 2"x6" SPF #2 STUDS @ 16" O.C. 2"x6" P.T. SYP No.2 LEDGER FASTEN ® V ¢ / � z 2"x6" P.T. SYP No.2 BOTTOM PLATE TO CMU W/ 5/a"0x6" ANCHOR BOLT W/ _ ® 1 W/ 3 ROWS 12d COMMON WIRE NAILS 2"� WASHER @ 32" O..0 � SGL P.T. 2"x10" SYP #2 DBL P.T. 2"x10" SYP #2 @ 8" Q.C. INTO LOWER FRAME 1ply DECK LEDGER W/ 5/a'�0x10" LEDGER W/ 5/8"0x10" S-5 1pc SEMC01FAP18 EACH SIDE FASTEN W/ 8 CMU WALL ANCHOR BOLT @ 16 O.C. ANCHOR BOLT @ 16 O.C. 3/4 T&G PLYWOOD, GLUE AND 5pcs #10x1 /2 SCREWS TO LEDGER AND BELOW STAGGERED STAGGERED FASTEN W/ 10-d COMMON WIRE 5pcs 10dx1'/2" NAILS TO TRUSS NAILS @ 4" O.C. EDGE AND 6" O.C. FIELD 2"x4" P.T. SYP No.2 CONTINUOUS NAILER W/ 3pcs Vol 16d COMMON WIRE NAILS INTO EAND OF RAFTER TAIL I 12" SYSTEM 42 PRE-ENGINEERED I "� I FLOOR TRUSSES @ 12" O.C. 5/8 CDX PLYWOOD ROOF SHEATHING, II 1 STAG RED _ FASTEN W 8d COMMON WIRE NAILS @ 4" Q.C. EDGES AND 4" O.C. FIELD PRE-ENGINEERED MONO ROOF TRUSS o @ 24" O.C. w QI ij O . • Lu 12 2"x8"x3'-O" P.T. SYP NO.2 I of RAFTER TAIL @ 24" O.C. O \1 04 SPLICETO PRE-ENGINEERED J, 3iw r ROOF TRUSS W/ 2ROWS 16d „ _ DBL P.T. 2"x10" SYP #2 P.T.At2x8� SYP #2 PLATE W/ COMMON WIRE NAILS @ 6" O.C. w DBL P.T. 2 x10 SYP #2ffy LEDGER W 5/8"0x10" . 1. 911 1 I I LEDGER W/ 5/a''Ox10" /� x1,2 ANCHOR BOLT W/ / 2x2 x/a PLATE WASHER ANCHOR BOLT @ 16" O.C. I I w w I I ANCHOR BOLT @ 16" O.C. (L/ STAGGERED STAGGERED @ 24" O.C. w ¢ EL w LL_ ~ 8" CMU WALL Q '-6„ O 01 UL 3'---6" MAX. O W = U i o I '/2" CDX PLYWOOD SOFFIT SHEATHING. O m 3 25x4 P.T. SYR #Z, FASTEN i TO CMU WC FASTEN W/ 8d COMMON ��WIRE NAILS (n c3 cs x4 SPF 2 - cs 2 x SP 2 2 /a 0x6 HILTI KWIK BOL I @ 32 O.C. @ 6 O.C. EDGES AND fi O.C. FIELD z IljlwLdrig FASTEN TRUSS TO LEDGER W/ 1pc SEMCO Z z S-5 UHPGA26 FACE MOUNT HANGER. INSTALL � IIFir mjMN%_v HANGER W!/ 8pcs #10x13/4 SCREWS INTO W LEDGER AND 6pcs 10dx1'/2" NAILS INTO TRUSS J ' 1 pc SIMPSON HGUS412 W/., O 3.5"x11.875" 2.0E PC SIMPSON HGUS412 W/ 20-16d NAILS INTO BEAM U 20-16d NAILS INTO BEAM 1 pc SIMPSON HUS412 FACE MOUNT HANGER 1 pc SIMPSON HUS412 FACE MOUNT HANGER AND 12- /4"02"/4's TAPCONS TYPICAL EYEBROW R00F DETAIL % S-5 ND 12-1/4"023/4" TAPCONS INTO CMU WALL INT CMU WALL >' ___.....�� __ __..___..�________�__� 3.5' x11.875" 2.0E _..—_ __._.__—__ __ __�__..W..___..�__ 0 F 2 3 cs 2x4 SP # 3p CS DETAIL 1 SI ON 0410 FACE MOUNT HANG „ L STUDS AT BEAM PARALLAM P L BEAM (+0) , c SIMPSON 0410 FACE MOON AN E " P " S-5 SCALE: NTS O " 11.875" 2.oE P LLAM� �-3.5 x . 75 2.OE PARA � „ PSL BEAM 0") PS AM (+0 ) J L W # c 2x4 SPF 3 cs 2"x4" SPF #2 S/Z 71 r TUDS A4 SAM BEA G I S SAT B BE STUDS AT BEAM cn INTERIOR BEARING LL INT OR BEARING WALL N I ' OPEN FOR STAB OPEN FOR ELEVATOR OPEN FOR ELEVATOR OPEN FOR STS 12" SYSTEM 42 PRE-ENGINEERED SGL P.T. 2"x10" SYP #2 LEDGER ® FLOOR TRUSSES @ 24" O.C. W/ 5/a"0x10" ANCHOR BOLT @ 16" O.C. STAGGERED DRAWN MLC CHECKED 2ND LEVEL FLOOR FRAMING CCK SCALE: 1/4" = 1'-0" DATE 07/09/01 1 EL. +9'-2 /." TOP OF PLYWOOD FLOOR DECK. SCALE 2) ALL FLOOR JOISTS SHALL BE 12 SYSTEM 42 PRE-ENGINEERED FLOC .. TRUSSES. ..•• , t JOB N0. r- Q, 3) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH �� c" 3 .2 STUDS @ 16" O.C. FLOOR DESIGN LOADS 3 v DBL 2x4 SYP No.2 TOP PLATE, 2x4 SPF No " y�' or..� � ,"' .;��► E01 -117 /a STURDI-FLOOR SUBFLOOR SHEATHING. ti• � SHEET AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, MINIMUM. FLOOR LIVE LOAD = 40 PSF GLUE AND FASTEN w/ 10d COMMON WIRE -'�' :` �,r °" � P. � cn FLOOR DEAD LOAD = 20 PSF -' 4) ALL FLOOR BEAMS SHALL BE 2.OE PARALLAM PSL BEAMS AS NAILS @ 4 O.C. EDGES AND 6 Q.C. FIELD. ' ,r MANUFACTURED BY TRUS JOIST OR EQUAL. 5 +o" INDICATES TOP OF BEAM FLUSH W/ TOP OF FLOOR TRUSS.co ' r . 6) (-16") INDICATES TOP OF BEAM SUPPORTING BOTTOM OF FLOOR JOISTS. = ` „ . ` SHEET 5 OF 8 e00 REVISIONS BY 11/07/01 CCK 14" SYSTEM 42 PRE-ENGINEERED 2"x6" SPF #2 STUDS ® 14" SYSTEM 42 PRE-ENGINEEREDFLOOR TRUSSES @ 12" O.C. @ 16" O.C. ® (NO CHANGE THIS HEET) FLOOR TRUSSES @ 12" O.C. or 3/4" T&G PLYWOOD, GLUE AND 16" O.C. STUDS 2"x6" P.T. SYP 2"x6" P.T. SYP No.2 DECKING W/ 2pcs � 4/04/02 CCK 3/4" T&G PLYWOOD, GLUE AND x6 SP #2 S FASTEN W/ 10-d COMMON WIRE No.2 BASE PLATE 12d STAINLESS STEEL RING SHANK NAILS COMMON WIRE @ 16" O.C. NAILS @ 4" O.C. EDGE AND OR 2pcs #10x3" STAINLESS STEEL DECK 14" SYSTEM 42 FASTEN W/ 10-d C 6" O.C. FIELD 4" STEP PRE-ENGINEERED NAILS @ 4" O.C. EDGE AND �� BASE '� SCREWS AT EACH INTERSECTION WITH 6" 0. . FIELD 2x6 P.T. SYP No.2 FLOOR JOIST FLOOR TRUSSES PLATE @ 12" O.C. +18'-107 " TOP OF PLY DECK NF--N � � i• � \ � � � � � � � � � i ` � ii � ` 'cviv 1pc 1 �/a"x16" TIMBER- "r __��Y;�� - _ _ _T_-__ _`1- ---------�Y��___ __ �_�Y,____ �;�I 2"x10" P.T. SYP No.2 RIM I I •- -' BOARD W/ 6--12d COMMON WIRE STRAND LSL RIM BOARD " NALS INTO EACH JOIST 2"x10" P.T. SYP No.2 CANTILEVERED TOP OF WD PLATE 12 -0 • MAX „ FLOOR JOIST @ 16" O.C. FASTEN W/ DBI. 2"x6" SYP No.2 PLATE 3 DBL 2"x6" SYP No.2 PLATE 2x10 P.T. SYP #2 CANTILEVERED FLOOR �� JOIST @ 12" O.C. 12d COMMON WIRE NAILS @ 6" O.C. 1/2CDX PLYWOOD WALL SHEATHING S_6 2"x6" SPF No.2 ALONG BOTTOM CHORD AND EACH 2"x6" SPF No.2 FASTENED W/ 8d COMMON NAILS STUDS @ 16" O.C. » » SECTION DIAGONAL WEB @ 6" OC EDGES AND 6" OC FIELD. 1pc 1 /4 x14 TIMBER-STRAND LSL RIM BOARD 3 STUDS @ 16 O.C. SOLID BLOCKING IN BETWEEN EACH CANTILEVERED Z FLOOR JOIST. FASTEN TO DOUBLE TOP PLATE W/ S-fi SCALE: 11/x" = 1'-0" ww ¢ 12d COMMON WIRE TOENAILS @ 6" O.C. EACH SIDE LLJ z 2 SECTION 1/x" CDX PLYWOOD WALL SHEATHING Q ¢ L ri co SECTION FASTENED W Sd COMMQN NAILS S-6 SCALE: /a" 1'-0„ / Q a i� 5-6 SCALE: 3/4" = 1'-0" @ 6 OC EDGES AND 6 OC FIELD. � 0 cn wW Lv v) cn_j a = 0 C)5; ® CL ? epi O d-Y 14" SYSTEM 42 PRE-ENGINEERED ~ V 2"x6" SPF 2 STUDS z 66'-5 1/2" 6'-$?� FLOOR TRUSS @ 12" O.C. # @ 16" O.C. o 3/4" T&G PLYWOOD, GLUE AND = 1 FASTEN W/ 10-d COMMON WIRE O 1 1 DBL P.T. 2"x1O" SYP„ #2 S-6 N NAILS @ 4" O.C. EDGE AND S-6 S LEDGER W/ 5/8 0x10 SIMILAR � 6 O.C. FIELD 2"x6" P.T. SYP No.2 BASE ANCHOR BOLT @ 16" O.C. '� PLATE DBL CANTILEVERED JOIST STAGGERED DBL CANTILEVERED JOTS r� ,� ,.I.EL. +18'-107/s" ------- --- - ___ TOP OF PLY DECK SEL. +17'-81/e"- -- - w , w TOP OF WD PLATE 2 DBL 2"x6" SYP No.2 PLATE '1 + ' S-6 , o U ' 2"x6" SPF No.2 1/Z" CDX PLYWOOD WALL a STUDS @ 16" O.C. SHEATHING FASTENED W/ Lu S-6 Sd COMMON NAILS @ 6" OC N v) ' o w N N N `� .- EDGES AND 6" OC FIELD. L� � ; :x � � � N 4 SECTION Q z L� ¢ » o O .n < S-6 SCALE: 3/4 = 1 _O LL 0 0 = 1� J LLJ CQ N 8" CMU WALL ABOVE I °" 56 " © DBL P.T. 2"x10" SYP #2 w >_ I S in LEDGER W/ 5/,,"OX1 Q" m "' GLUE ANCHOR BOLTS @ 16" O.C. ¢ w w ¢ 3/4 T&G PLYWOOD, AND FASTEN W/ 10—d COMMON ST G U) z z z WIRE NAILS @ 4" O.C. EDGE - �- ¢ AND 6" O.C. FIELD 14 SYSTEM 42 PRE-ENGINEERED FLOOR TRUSS @ 24" O.C. Q IL TOP OF PLY DECK > O o N LJJ I's R114 I RAI 11m N1,11 cn `� I I N Is Ld m •". & cn J ' 1 SIMPSON 0414 FACE MOU HA G 3'-fi" I HA R � X �� 8"'x16" CMU OPEN BOTTOM 1pc SIMPSON THA22 ADJUSTABLE I 1 SIMPS U414 FACE MOUNT " . x14.0" 2.0E P LLAM� ¢ LO 3 5 BE + E� PARAL TRUSS HANGER (TYP.) PS AM (+0") J PSL ( LINTEL BLOCK TIE BEAM ¢ 2 BOTTOM CONTIINUOUSS SPF < � � 2cs2x4 # S S AT B 2"x4"BEARING �-- ¢ STUDS BEAM BEARI r57� SECTION li f I S-6 SCALE: 3/4" = 1'_0 OP N FOR ELEVATOR OPEN FOR STAB OPEN FOR STAFF PEN FOR ELEVATO 1pc SIMPSON HUS412 1pc SIMPSON HUS412 2 ROWS 10d COMMON 3/a" T&G PLYWOOD, GLUE FACE MOUNT HANGER FACE MOUNT HANGER 3 cs 2"x6" SPF #2 STUDS WIRE NAILS @ 4" O.C. AND FASTEN W/ 10-d COMMON 3pcs 2"x6" SPF #2 STUDS AT BEAM BEARING WIRE NAILS @ 4" O.C. EDGE AT BEAM BEARING 3.5"x14.0" 2.0E PARALLAM 3.5"x14" 2.0E AND 6" O.C. FIELD PSL BEAM (+0") PARALLAM PSL BEAM OR 3.5"x9.5" 2.0E 12" SYSTEM 42 PRE-ENGINEERED PARALLAM PSL BEAM, FLOOR TRUSS @ 12" O.C. SEE PLAN DRAWN ,I.EL. +18'-107 » MLC " - TOP OF PLY DECK CHECKED 3RD LEVEL FLOOR FRAMING - CCK » N N 07/09/01 SCALE: 1/4" = 1 -0 ® FLOOR DESIGN LOADS - _ 1 EL. +19'--0'/8" TOP OF PLYWOOD FLOOR DECK. FLOOR LIVE LQAD = 40 PSF 3/a" STURDI-FLOOR SUBFLOOR SHEATHING. •- I „ GLUE AND FASTEN w/ 10d COMMON WIRE SCALE co FLOOR JOISTS SHALL BE 16 SYSTEM 42 PRE -ENGINEERED FLOOR DEAD LOAD -� 20 PSF ALL AND fi" O.C. FIELD. 1/4" NO'r0" 7 2) NAILS @ 4 O.C. EDGES OO TR ��ING BALCONY LIVE LOAD = 60 PSF rn 3) ALL INTE 7 WALLS SHALL BE CONSTRUCTED WITH 12 SYSTEM 42 1 pc SIMPSON THA22 ADJUSTABLE E01-117 v DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS @ 16" O.C., PRE-ENGINEERED TRUSS HANGER (TYP.) •' ��' �'� ''• �_ `'� SHEET . �� ,- iv BOTTOM PLATE MINIMUM. FLOOR TRUSS F��.a�'' AND 2x4 P.T. SYP No.2 W PSL BEAMS AS @ 24" O.C. _ -•' 4 ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM _' ~ ' �, • M1 6 SECTION 0 3 s = ;x S - 6 MANUFACTURED BY TRUS JOIST OR EQUAL. O H W TOP OF FLOOR TRUSS. INDICATES TOP OF BEAM FLUS 5) (+0 ) IND C / -� �. � �• F FLOOR JOISTS. S-6 SCALE: 3/4" 1'-•-0" 'r INDICATES TOP OF BEAM SUPPORTING BOTTOM O •,,v 6) (-16 ) . ', ��`-`''1. SHEET 6 0F 8 d i REVISIONS BY CDX PLYWOOD ROOF SHEATHING, 2ply GIRDER TRUSS GIRDER TRUSS 11/07/01 CCK 12 FASTEN w/ 8d COMMON WIRE NAILS A (4)SEMCO RTPGA824 or @ 4" OC EDGES AND 4" OC FIELD. (2)SIMPSON HTS30C (NO CHANGE THIS HEFT) 4PRE--ENGINEERED WOOD BEND STRAPS OVER ® 4/04/02 CCK TRUSS AS NEEDED ROOF TRUSSES @ 24" 0C, _- " » SEE ROOF FRAMING PLAN �-�, HIP JACK W/ 2x8 ` SYP No.2 HIP RAFTER INSTALL 4pcs-16d TOENAILS EACH TRUSS TO DBL TOP PLATE ` - HURRICANE CLIPS PER UPLIFT _ CONNECTOR SCHEDULE. FOR `- HEAVY GIRDER TRUSSES, SEE - DETAIL - - - - TOP _PLATE EL �a� ``` 2 SEMCO SGP3 or SEE ARCH PLANS O DOUBLE OR TRIPLE POST w/ " ` (2)SIMPSON HTT16 STRAP AT f5 _0 ( ) FULL BLOCKING BETWEEN FLOORS SILL TO CREATE CONTINUOUS LOAD PATH FROM GIRDER 2"x6" SYP No.2 BLOCKING IN 2pcs RTPGA824 STRAPS TRUSS TO CMU TIE BEAM SILL PLATE AT SECOND BETWEEN EACH RAFTER. FASTEN or ALIGN FLOOR, SEE WALL SECTIONS W/ 12d COMMON WIRE TOENAILS 2"x8"x8'-O" P.T. SYP #2 3pcs SIMPSON MSTA24 Z V) ® 6 O.C. EACH SIDE RAFTER TAIL @ 24" O.C. SPLICE �, TO PRE-ENGINEERED ROOF TRUSS � w (2)2x6 P.T. SYP #2 TOP PLATE W/ 2 ROWS 12d COMMON WIRE 15'-3" 6'-0" ANCHOR BOLT 5/e"sbx12" = 0 � 2"x6" SPF #2 NAILS @ 6" O.C. 14-1 s TO CMU TIE BEAM Q w z o 0 STUDS @ 16" O.C. 2pcs RTPGA824 STRAPS TYPICAL '/ " CDX PLYWOOD FASTENED STRAP ANCHOR FROM ¢ j = av or TRUSS TO 8" CMU WALL BELOW ¢U z W/ 8d COMMON NAILS @ 3" OC 3pcs SIMPSON MSTA24 EDGES AND 6" OC FIELD. U ow m o 2 S c 5.25»x9.5" 2.0E PARALLAM 3 D ETAI L � uj J W ECTION PSL CANTILEVERED ROOF BEAM 1 SECTION " _ „ S-7 SCALE: NTS = 05: c- S-7 SCALE: 1/2" - 1 0 S-7 SCALE: 3/4" 0 �� Y 66"-5 1/2" 6'-0" UPLIFT CONNECTOR SCHEDULE (% z 6 CONVENTIONAL OVERFRAMING = U 9'--0" SETBACK -2"x8 SYP No.2 RAFTERS @ 24" O.C. 1 s'-o" sErBACKIP MEMBER SUPPORT SEMCO CONNECTO SIMPSON CONNECTOR v 5.25"x9.5" 2.OE PARALLAM -2"x6" SYP No.2 COLLAR TIES @ 24" O.C. S--7 5.25"x9.5" 2.0 PARALLAM PSL CANTILEVERED ROOF BEAM -2"x12" SYP No.2 RIDGE BEAM PSL CANTILEVERED ROOF BEAM --2"x4" SYP No.2 X-BRACES @ 48" O.C. TYPICAL ROOF TRUSSES DBL TOP PLATE �1�HDP2XD COMMON TRUSS: HDP2XD AND (1)HCPLR �1)H`16-2 ( 1)H16-2 AND (1)H2.5 I HEADER BEAM fV c rc cw -=- =� --r = - --•--- JACK TRUSS: DBL TOP PLATE 1)HDP2XD 1)H16-2 - I i HEADER BEAM 1)HDP2XD 1)H16-2 I I I I GIRDER TRUSS 1)FAP18 1)A35 i I 1 I CORNER JACK 1)FAP18 1)A35 II I I I I I 1 CORNER JACK: D GIRDER T RUSS PLATE �12)RAP18 824 TWISTED MA3524C TWISTED GIRDER TRUSS: DBL TOP PLATE (4)RTPGA824T (SEE 3/S-7) 4)HTS30C (SEE 3/S--7) HEADER BEAM (4)RTPGA824 �4)HTS30C 1 I I I I 1 I 2x4 OUTLOOKER TOP CHORD OF TRUSS (1)HCPLR (1)H2.5 (� P E-E GINEE ED 400D OFT USS S 4" 0. . I I DBL TOP PLATE (1)HCPLR (1)H2.5 Q i I I I 11 TYPICAL CONVENTIONAL ROOF FRAMING: H COMMON RAFTER: DBL TOP PLATE 1)HDP2X OR �2�HCPLR 2)H2.5 (� o HEADER BEAM 1)HDP2X Qa 2HCPLR �1)1116-2-PjR 1)H16-2�R MH2.5 F 3 v) I I RIDGE BEAM 1)FAP18 (1)A35 o w n I I V) S-4 V) D- I I (! / 1 i i i OVERFRAMING IRAFTER: LEDGER 1)HCPLR 5; = L.L! ~ I I RIDGE BEAM 1)HCPLR �1�H2.5 1A35 Q II i I � 1I of w w II m I I w RIDE c�i QVERFRAMING (LEDGER: ROOF FRAMING 2 PCS #12x33/4" ROOF GRIP 2 PCS #12x33/4 ROOF GRIP Q II „ „ V _ WASHER �n BELOW SCREW w/ 1 WASHER ® SCREW w/ 1 @ [� EACH INTERSECTION WITH EACH INTERSECTION WITHLL- z 1 I J I I N I I EXISTING ROOF FRAMING EXISTING ROOF FRAMING Z N I I 1 I I, I, I I II (2)RTPGA824 TWISTED (3)MTS24C TWISTED V-CANTILEVERED ROOF SUPPORT STUDS Z) BEAM Q 0 I� U I I I I I i FLOOR JOISTS DBL TOP PLATE 1 HCPLR 1)H2.5 0 (, oD I I I I SILL PLATE �1�HCPLR 1 1)H2.5 I j i FLOOR BEAMS CMU WALL 1)SGP3 (1)HTT16 I SUPPORT STUDS �2)RTPGA824T (2)HTS24C TWISTED II I I I Q u Li ,Z� I I i i CANTILEVERED FLOOR DBL TOP PLATE (2)RTPGA818T (2)MTS18 TWISTED i I JOISTS II II � II II I I WINDOW DOOR HEADER n HEADER TO 3'-0" JACK STUDS 1)RTPGA824 EACH SIDE 1)MSTA24 EACH SIDE rl I HEADER 4'-0" TO 6'-0 JACK STUDS 2)RTPGA824 EACH SIDE 2)MSTA24 EACH SIDE I I HEADER 6'-0" TO 8'-0 JACK STUDS 3)RTPGA824 EACH SIDE 3)MSTA24 EACH SIDE I i II II -- -- - - -�- -- -- - -' r- T- - 7 I H 3 STORYXTE:RIOR BEARING WALLS L _ _ DBL TOP PLATE 3RD FLOOR STUDS TPP6 @ 16" oc (1)SPH6 @ 16" oc == = " - -- -� L r 3RD FLOOR STUDS 2ND FLOOR STUDS 1)RS150 @ 16" O.C. 1)CS16 @ 16" O.C. I 2ND FLOOR STUDS SILL PLATE 1)RS150 @ 16 OC 1)CS16 @ 16 OC iv SILL PLATE CMU WALL /z"0 x 12" ANCHOR BOLT w/ '/2"0 x 12" ANCHOR BOLT w/ 2"x2"x'/,," PLATE WASHER 2"x2"x'/8" PLATE WASHER 5.25"x9.5" 2.0E PARALLAM S-� ® 24" OC @ 24" OC 5.25"x9.5" 2.0 PARALLAM NOTES: PSL CANTILEVERED ROOF BEAM PSL CANTILEVERED ROOF BEAMCONVENTIONAL OVERFRAMING » 1) CONNECTOIRS ARE SOUTHEASTERN METALS (SEMCO) OR SIMPSON DRAWN 15'--0" -2"x8" SYP No.2 RAFTERS @ 24" O.C. -0" STRONG--TIE. REFER TO THE SEMCO METAL CONNECTORS CATALOG OR MLC 48 -5 1/2 15 SIMPSON CATALOG C-2002 FOR COMPLETE INSTALLATION REQUIREMENTS. ® CHECKED -2"x6" SYP No.2 COLLAR TIES @ 24" Ol.C. 1 2) USE THE FOLLOWING COMMON WIRE NAILS FOR EACH CONNECTOR: CCK p /\ M I N G PLAN. --2-2Nx12" SYP No.2 RIDGE BEAM DATE ROOT 1� R x4 SYP No.2 X-BRACES @ 48» O.C.. S-•7 SEMCO 07/09/01 SCALE: 1/4" = 1'-0" HDP2XD 10--10d SGP3 5/g"Ox12" A.B. AND 24-16d SCALE 1. ALL ROOF TRUSSES SHALL BE PRE-ENGINEERED WOOD ROOF TRUSSES RTPGA824T 20--10d, U.N.O. HCPLR 8-8d 1/4s# = 1'-0" � Y @ 24" O.C. SPACING. FAP 18' 10--10d x11/2)p TPP6 10-8d JOB No. c' RTPGA818T 18-10dx11/z RS150 20-10d ,,.,� E01-117 2. ROOF SHEATHING SHALL BE 5/g" CDX APA SPAN RATED PLYWOOD SHEATHING SIMPSON ;.f Q {• SHEET cn FASTENED W/ 8d COMMON WIRE NAILS @ 4" Q.C. EDGES AND 4" O.C. H16--2 12-•1Odx1' z" HTS24C 24-10dx1'/z" HTT16 5/$"Ox12" ANCHOR�*0 L•��i FEILD. ROOF SHEATHING SHALL BE INSTALLED W/ FACE GRAIN " o H2.5 10--Sdx1 HTS30C 24-10dx1'/z;; AND 18--16d , •` PERPENDICULAR TO ROOF TRUSS SUPPORTS. PROVIDE BLOCKING AT x c UN--SUPPORTED DIAGONAL EDGES AT RIDGES, HIPS, AND VALEYS, TYP. A35 12-Sdx1 / HTT22 / " x12" ANCHC+R 'BOL z MTS18C 14-10dx1 /z SPH6 10-8d AND 32-16d 1 _ T FAMED OPENINGS AS CS16 22--10d MSTA24 18-10dx1/2" y' 0 3. PROVIDE SYP No.2 AND PARALLAM PSL HEADERS A ALL R 2 {. ';; "' :•',�:,` "SHEET 7 OF $ INDICATED AS PER THE HEADER SPAN TABLE, SHEET S-3. ' r� CDX PLYWOOD ROOF SHEATHING, (REVISIONS BY FASTEN W/ 8d COMMON WIRE NAILS Q 11/07/01 CCK 0 4" O.C. EDGE AND 4" O.C. FIELD 2x4 BLOCK AT 2"x6" OUTLOOKER (NO CHANGE THIS HEET) SHEATHNG JOINT 2"x6" BLOCKING Q 4/04/02 CCK 4-16d NAILS 4--164 2x4 (-BRACE -16d HCPLR CLIP 0 HURRICANE CLIP, SEE EA. OUTLOOKEIR °o UPLIFT CONNECTOR :F-2x4 BL ° SCHEDULE OVERFRAME W/ 2"x8" SYP No.2 w -12 DBL 2"x6" SYP No. RIDGE BEAM BEYOND / 42 2"x8" SYP N0.2 OVERFRAMING RAFTERS 0 24" OC, W/ 2x6 SYP No.2 TOE NAILS TOP PLATE RAFTERS 0 EACH EN 3- d » �� FRAMING PLAN.' O.C., SEE ROOF s �" CDX PLYWOOD ROOF COLLAR TIES W/ 8pcs-12d COMMON ® E 2x6 SPF #2 STUDS 1 ROW 1 O NAILS EACH END 0 24" OC. VE 0 16" O.C. COMMON NAILS 2"x8" SYP No.2 OVERFRAMING '/2" CDX PLYWOOD FASTENED W/ 8d ° , ° , , , , ° 03" OC 2"x10" SYP No.2 LEDGER, FASTEN LEDGER „ " o , , ° ° ° TO ROOF THRU PLYWOOD DECK W/ 2-#12x33/4" RAFTERS 0 24 O.C. 4pcs 16IALS COMMON NAILS 0 3 O.C. EDGES (TYPICA - AND 6" O.C. FIELD ROOF GRIP SCREWS W/ 1" DIA. WASHERS AT x 2"x6" SYP No.2 COLLAR TIES W/ EACH EXISTING RAFTER INTERSECTION 5/8" CDX PLYWOOD ROOF SHEATHING, 8-12d NAILS EACH END, 024" O.C. FASTEN W/ 8d COMMON WIRE NAILS r U -16d 0 4" O.C. EDGE AND 4" O.C. FIELDNOTE: COLLAR TIE TO BE LOCATED NO PRE-ENGINEERED 'WOOD ROOF z Ln w HIGHER THAN 2/3 THE TOTAL HEIGHT „ 1 pc SEMCO HCPLR w 3ROWS 12d COMMON WIRE = OF THE RAFTER TRUSSES 0 24 O.C. W 8-8d COMMON NAILS w ¢ " FROM RAFTER TO LEDGER W x NAILS 0 6 O.,C. ` 1- 0 N z Lu o{- J W � 1pc SEMCO RTPGA830T COLLAR TIES TYPICAL LEDGER DETAIL AT OVERFRAMING RAFTER � Q �� o STRAP 0 48" O.C. - 2 " P No.2 RAFTER O* q¢ � 2 x8 SY w BASE PLATE I BEARING U v -j m o D z .. _ I DETAIL 0 2 DETAIL 3 ww F- U W cn to � w SCALE: NTS S-•8 SCALE: 3/4" = 1'-0" _ p 5; a. 2x6>, SYP No.2 BLOCKING IN " BETWEEN EACH RAFTER. FASTEN I 0 � �0 LL_PRE-ENGINEERED WOOD ROOF TRUSSES 0 24 O.C., SEE MON WIRE TOENAILS LAN I Y ROOF FRAMING PW/ 12d COM 0 6" O.C. EACH SIDE I 2"x8"x�'--0" P.T. SYP #2 (!) z ¢ RAFTER TAIL 0 24" O.C. SPLICE o T' U (2)2x6 P.T. SYP #2 TOP PLATE TO PRE;-ENGINEERED ROOF TRUSS 2 W/ 2 ROWS 12d COMMON WIRE U j 2"x6" SPF #2 NAILS 6 O.C. 1 STUDS 0 16" O.C. 1/2" CDX PLYWOOD FASTENED W/ 8d COMIMON NAILS 0 3" OC EDGES AND 6" OC FIELD. GABLE END X-BRACING AT RAFTER OVERFRAMING 1 SECTION S-8 SCALE: NTS i W v' " M 42 PRE-ENGINEERED FLOOR STRAPS PER UPLIFT STRAPS PER UPLIFT 14" SYSTEM 42 PRE-ENGINEERED FLOOR 14 SYSTEM CONNECTOR SCHEDULE TRUSSES NOT SHOWN FOR CLARITY Q TRUSSES NOT SHOWN FOR CLARITY CONNECTOR SCHEDULE - Ar or LLI < iv LL 0 a y EL.+18'-107/." 0 EL.+18 -10 /g LL.. TOP OF PLY TOP OF PLY \ ILL Lj v " 3.5"x9.5" 2.0E PARALLAM 3.5x14" 2.0E PARALLAM O � m 3.5 x14 2.0E PARALLAM 3.5 x9.5 2.0E PARALLAM PSL FLOOR BEAM PSL FLOOR BEAM PSL FLOOR BEAM PSL FLOOR BEAM U 2"x6" SYP No.2 /-2 x6 SYP No.2 z 4 x6 P.T. SYP No.2 STUDS 4x6 P.T. SYP No.2 STUDS ¢ POST (3 LOCATIONS) POST (3 LOCATIONS) � 15'-g„ 6'-7„ 8,_7» 4,-2» 4'-,2„ 10,-1» 7'-1» ¢ J W _J EXTEND 4x6 FLOOR SYSTEM POST THROUGH L a TO DBL TOP PLATE BELOW. ALIGN W/ POSTS EXTEND 4"x6" POST THROUGH FLOOR BELOW W SYSTEM TO DBL TOP PLATE BELOW 12" SYSTEM 42 PRE-ENGINEERED 12" SYSTEM 42 PRE-ENGINEERED l FLOOR TRUSSES 0 24" O.C. 12" SYSTEM 42 PRE-ENGII FRED FLOOR TRUSSES 0 12" O.C. 12" SYSTEM 42 PRE-ENGINEERED FL00 BUSSES 0 12" O.C. FLOOR TRUSSES 0 24" O.C. Q „ EL.+9'--EL.+9'--21/, u u 0 2'/4" TOP OF PLY TOP OF PLY u u u u ITUA 0 a m U] 0 1- -ED 0 0 10 0- 0 0 _0 a 10 0 0 - 0 0 0 a 0 0 0 0 0 3.5"x14" 2.0E PARALLA DBL 12"x4 SYP lo.2 8" CMU WALL DBL 2"x4' SYP o.2 ,3.5"x14" 2.OE PARALLAM 8" CMU WALL PSL HEADER BEA TOP 'PLAT I OP P ATE SL HEADER BEAM 13'-2» 9,r1 j 7„ 4, 2» 4' 2„ P,-1„ 7,_ t 13' 8" 4"x6" P.T. SYP No.2 POST 4"x6" P.T. SYP No.2 POST �IN TALL 'INFILL. 2"x4' W/ 1pc SEMCO SGP3 or W/ 1 pc SEMCO SGP3 or S No. LO BEARING 1 pc SIMPSON HTT22 1 pc SIMPSON HTT22 W LL S DS � 16" O.C. t I (3 LOCATIONS) (3 LOCATIONS) A( TER T E 3rl LE'NtL F �OR AMI ,G SY TEM is NST LED ND ECKE DRAWN W PL OOD HEA ING MLC EL.+O'-O" _ _ _ - - , » LLL - - CHECKED CCK TOP SLAB TOP SLAB DATE -----------------------.__ ----------- _____ --------------- 07/09/01 INTERIOR LOAD INTERIOR LOAD EXISTING 2.-6»x2 -6„x1>-0»d EXISTING 3,-0„x5,-0»x1 -0»d EXISTING 3 -0 x5 -0 x1 -0 d EXISTING 2 -6 x2 �-6 x1 --0 d BEARING WALL BEARING WALL CONCRETE FOOTIING CONCRETE FOOTING 1/4 SCALE = 1'-D" CONCRETE FOOTING CONCRETE FOOTING JOB No. EXISTING 2'-6"x2'---6"x1'-D"d Z; - CONCRETE FOOTING E01-117 ,,,,,,,.,��,,,, ''•, SHEET 4x6 P.T. SYP No.2 POST W/ 1pc SECTION LOOKING WEST " " SECTION LOOKING EAST- r4 SEMCO SGP3 or 1 pc SIMPSON HTT22 S-8 SCALE: 3/8" - 1'-0» (3 LOCATIONS) S-8 SCALE: 3/8" nz 0 8 Q � � •!� 1�';t, ';�' + SHEET $ of 8 p( ►�� Vit,�` �p2_