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HomeMy WebLinkAboutREVISION 2-23-17PROJECT LOG *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECO — ALL SWITCHES TO BE DECOI CALCULATIONS T07AL U/A 2284 S.F. COHERED ENTRY 98 S.F. COHERED LANAI 226 S.F. GARAGE 686 S.F. TOTAL AREA 3294 S.F. ADDITIONAL NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 8'-0" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS. 3. ALL SHOWER HEADS TO BE 0 74" A.F.F. 4. FIBERGLASS BOARD OR DUR-O-ROCK TO 8'-0" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-0" A.F.F. 0 MARBLE TUBS 5. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLAWj- 6. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. 7. R-30 BLOWN -IN INSULATION AT ALL A/C AREAS WASHER DRY R 28-1/2" SPACE DRYER VENT I in DRYER VENT LOCATION FRONT VIEW R-30 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. AFL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. (2) #10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION 2x6 BLOCKING 0 CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- (2X4 STUDS 0 16" 0/C) (2x6 STUDS 0 24" 0/C) W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VER7CALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONT. 25 C'a1�E METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HIL71 PINS .145" DIA x I" LG. 0 16" 0/C W/ I" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'0" AC CONIC. PAD DETAIL N.T.S. GARAGE CEILING (4) 2x4 METAL STUD' FLOOR RO CEILING GARAGE FLOOR ELECT. PANEL / CHASE 250 GAL. PROPANE GAS TANK BURIED WITH 10'-0" FROM HOME. (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24" 0 ( 25 GAUGE CHANNEL SHAPED STUDS 24" 0/C W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE @ 12" O/C CONC. FLOOR SLAB HILTI PINS .145" DIA x I" LG. 0 16" 0/C W/ I" WASHERS 7 INTERIOR PARTITION A_2 3r4` - 1'-0" 110 00 co -m lO r7 ^tr N a ZD L m dih 9'-4" T.O.B.B. rat IIIIII&RU m m m CcS C6 06 m C6 m m m C6 m C6 ai a5 p 0 0 0 d o O p o d- '<r 17'-10" 0'-6" 1 8" 16'-0" 15'-4" 2'-6" _ 6'-10 1 /2' 3'-7 - 1 /2" I I I I SCREEN DR 8'-0" 8'-0" lco SH 33 PREO SCREEN ENCLOSURE +HB (2) S (EGRESS) 35 O - Ogg liallills ina W� — SIc V 2880 — — — K 00 nFill I ling ®® SH 36 (TEMP)O o SGL LITE W 881TE 00 CO R CABANA S LF DELETE SOA DISH FG6ABVIGHO W. I I SG I I f -41 2'-8 5'-4" -8" 0 ® _ N ® /. Asti 6 CS P ABV. COVERED RE PL MB GAS co I LANAI F FUTURELINE 1 i I 1l'-4" CLG. I 2 as ® (ABV MAIN SLAB) '� I MASTER N NOOK Ln 00 ® SUITE ll'-4" CLG. 2 1 �/ CONCRETE Okv. I 9'-4"/10'-4" CLG. I BEDROOM 3 Z IT- 9'-4" CLG. -C N 12080 SGD (4 PANELS) O LW' 1 0 10 3'-0` 8" 10'-2" W 16" HIGH FG TRANSOM A V FLAT ARCH SPRING 0 8'-0" TOP 0 8'-8" - 2'-10 1 2" / 13'-9 1 2" 00 / 2'-0" 10'-8" 2'-0" — cc ® i CD -7 2'-0" 4" 5'-6" 2'-8" 5'-6" 4" 17'-4" 14'-8" I — — ----- - ----I O ¢ o ZI O "' 12'-0" Z1-811 Y i Fn � I o o of GREAT ROOM ll'-4" CLG. � FLAT ARCH — — — STOP 00 8'-0" `r � I I � I ISLAND ® f- wl I N I Z <I o KIT DW I i co o BEDROOM 2 <r 11'-4" CLG. 2680 I 2680 9'-4" CLG. 4'-8" 3''8" 5'-8" I r CV / Ay N � I p ® p REF HIS o HERS-, 6'-10" rn " 2'- " l'-4" 8 3'-8" 8" 5'-11" �V F' �`' F� SILL 0 6080 BP oa ® `Pa���-�-42" A.F,�o,00 J-2 °O — FLAT ARCH 8 2" 4" 2" LINEN 5 SH � N x � N I O 1 I JP 5� 00 SPRING 0 9'-O" l TOP 0 10'-6" I L 4" 1 a — — FLAT ARCH 1 a N ® DELETE SOAP DISH �O a �- io — — — `" SPRING 0 8'-0" 9'-8" " -8" 8a 1— �z w - 6'-2" 4" TOP 3' 8'-8" ER BATH 2 I �� N �� L.T. a UTIL. I 1 uj w 3 I I = to I i �, COR SHE F a O° LINEN a I I< I N ® 5 SH N aoo t BACKING 0 36" 1 ®� FOYER o I a-- TO 84" A.F.F. o _ z " o 12'-4" CLG. co°°N ` 8" o o 7'-0" 3'-8" 8" 3'-8` �OP T_D I� PT _ = I o a ®- I N ®DINING r � CL 12'-4" CLG. M L W o� � ~� I I ¢ J 3080 DR W/ a I I SIDELITE &ARCHED ° 2'-6" m CD MASTER; w 2'-6" 2' GARAGE SEPARATIONFIEE 7 — — YZ 1 N FG TRANSOM ABV BATH o REQUIREMENTS PER 302.6. R-11 BATT INSULATION FOR DEMISI � 1 ® ®® I I 9'-4" CLGJ °' I �* ROM I WALL PER ECALCS 4" - 4" IAll, 11'-0" " ,16" 8" I 10'-8" 4 4'-8" R -� o -2" 0 o EOBLW. DELETE SOAP DISH o ;�, MECH l ' I ® 20 MIN. SOLID CORE CE c PAVERS DRAWERS FLAT RC ''O R CORELF DOOR W/ RABBITTED �`� O " COVERED SPRIN 8'-0" JAMB OVERSIZED ® ®® ® lt� �'� G�� N ® ® ® I TOP 0 '-8" ® ®,® WEATHERSTRIPPING AND SELF -CLOSING 4 -O " Z-1 4663 FG E TRY i vP HINGES \VIM / FG TRANSOM A V ® 2'-4" 1 1/ " O N � ® N 22 x54 o -6" SH 35 PULL DN STAIR I L W/SW. LT.- J _ —i N - _ _ _ ®- — — — _- _ _ — ® ® _ ® ® °O ® G (TEMP) ® I I I of o ATTA I P.T. 2X8 m a5 m I m � cz m m ABv GARAGE DOOR m m C6 m m co nv m ¢5 W /l6"X3" TAPCONS m m o o o d 1� o ti o 1 o 22'-0" 8" ti- a R `O z � a � a[p e � a ^� jol A �� ��I� 2 CAR GARAGE N �IN °' A4 a`" GARAGE SMOOTH COAT = I A 1'- " 2'-6" 2'_ 5" ' STUCCO FINISH AT EXTERIOR MASONRY WALLS. STUCCO TO o -8" 2'-0" 6'-6" 2'-0" 6'-6" 2'-0" 2'-4° 8'-4" STOP 0 INTERIOR DRYWALL 0 w 1 Z1J 0 O c0 22'-0" _ HOSE L BIBS CHASE — _ a9IS '® o ® ®ij 1111111141 SH 35 O ®', X ' 9H - - i \ 9'-4' T.O.B.B. Ah I®' -a" TO.B.B. NqV 1'-8" 5'-0" 1'-8" 8'-4" 7'-6" 7'-6" !I -8" 15 23'-4" 60'-0" lco I SCANNSO ST LUCIE' CCU N ■ � o co c�®m L� o ~ o 0 CN 1¢ o it `___18" GRAB BAR OBACKING 0 3 " TO 38" A.F. . 0 CV I d- I 00 co SCANNED BY ST LUCIF ryjt�iq f THESE PLANS AND ALL PROPOSED WURK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THIN, MAY BE NECESSARY IN ORDER TO COMPLY WITH A66 APP6105_01 CONCEALED FASTENERS OR ATTACNMENT,. ARE THE AESPONStAiI�TY 4F Ttt� CONTRACTOR OF AECORO GCPF COUNTY L"M ,-N'C nnrTc 14EVIEWED F L NICE . REVIENVED ' ImTE LANS\D PER141T )` ST B IPT ON G N© Iti5PECTION WR.L BE MADE. ISSUED FOR PRECON 04-17-17 ISSUED FOR PERMIT 05-09-17 1 BLDG COMMENTS 06-29-17 2 FIELD REVISION 09-26-17 Lu co M 0 c 0 Lli N o `� ui W -o . Lo x N M �L J J Ld Z❑] z .2 ® > J � Q J Z Z 0 0 0 d C C�6 0 � O zQD 'u ru r 0 Q E ® 0 �s V N p '-' c- -0 -a -1-' N E p fT3 cn C) = Q) N in m p � O — a� � .� L -12 ra o � o o p F= p p E p -c3 p- V L ' Ei v > c p v � p 0 = cn w Oo cu c=7 2f Q c„ � v cvn -a n mwIIIIIIIIIIIIIIIIIIIN 97 PROJECT LOG "S" BARREL CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 30j FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES 024" O/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END SEE PLAN/ ELEV. GALV. M TL. DRIP ON 1X2 P. T 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMENTITOUS FINISH ON METAL LATH ATTACHED W/ 7"x24" VENTS ® 6'-0" O.C. ® REAR AND TWO SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH OVER 8" CONC. BLOCK R 4.1 FI-FOIL BETWEEN STUDS OL 0'-0" FIN. FL. SLAB io 12 INSULATION PER ENERGY CALC. RAT RUNS PER TRUSS MANF. 5/8" DRYWALL OR 1/2" "TOUGHROCK" OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP 2'-0" CONT. 8"xl6" MASONRY BOND BEAM IP. O.H. W/ 115 CONT. TOP & ROT. - FILL W/ CONC. CONT. METAL POUR STOP 1/2" DRYWALL 1X2 P.T. FURRING ® 24" 0/C EXTERIOR BLOCK WALL TO BE MONO. CONC. F007ING SEE FOUNDATION PLAN FOR NOTES & DETAILS ._ lM- -A,' a = 6'-0" TYPICAL WALL SECTION SCALE 3/4" = 1'0" ATTIC VENT CALCULA i ION: ROOF AREA CALCULATED ® 3294 (SQ.FT.) / 150 = 21.96 SQ FT REQUIRED VENT AREA / .76 SQFT. PER VENT = 29 VENTS TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS WINDOW FLASHING SHALL BE NSTALED IN ACCORDANCE W TH W/ FMA / AAMA 100, FMA / AAVlA 200 OR FMA / WDMA 250 .1 PSF -31 -31.9 PSF STUCCO BASE, TYP. a = 6'-0" FIXED GLWSS 6'-0" 0 .PSF -44 H -44.8 PSF +33.9 PSF -36.8 PSF 0 ABV. +30.8 PSF -33.4 PSF B BLW. o it i O+33.9 PSF I -36.8 PSF I F +33.9 PSF ABV. -36.8 PSF O+30.9 PSF BLW. E -33.8 PSF r`nK[r` OADCI 1 TII C TVD 14'-8" T.O.G.T. ll'-6" T.O.B.B. ll'-4" T.O.B.B. 9'-4" T.O.B.B. TEXTURE BAND 0'-0" FIN. FL. SLAB STUCCO BASE, TYP. U -'a' r3r CEMENT111OUS FINISH, TYP. FOR WALLS FRONT ELEVATION - MEDITERRANEAN a = 6'-0" 12 6 RIGHT SIDE ELEVATION - MEDITERRANEAN k/iI uum uuml'4m) �vnivuvj 14'-8" T.O.G.T. ll'-6" T.O.B.B. 9'-4" T.O.B.B. 0'-0" FIN. FL. SLA qv 14'-0" T.O.B.B. Zp 12'-0" T.O.B.B. ll'-4" T.O.B.B. 17 9'-4" T.O.B.B. 0'-0" FIN. FLOOR SLAB ISSUED FOR PRECON 04-17-17 ISSUED FOR PERMIT 05-09-17 1 BLDG COMMENTS 06-29-17 2 FIELD REVISION 09-26-17 W � co 0 � m W �* o � rL W W D 7 M L z W m LL z N iT > n o cN ® J D Q J z Q v z 0 0 a O O CD fu ra ra Q o r- o c Z o ( � a� o o c ro Cal Ln ;✓ ro o o r- M- a� o ra o o 0-0 V Cn 4 a _ L o O w E 0 o tf cn —V cv„ Cy7 V rl ru V A-3 1 6'-6" TYPICAL INSTALLATION 11 WINDC�T, ASSEMBLY MARBLE SILL-, CAULK .aMORTAR OR o. GROUT ° e d. A 1/2"_ 4 e DRYWALL e, a .a 4 . 4 e 3/4" FURRING TO MASONRY WALL a. =ASTENEPS AS REQUIRED SY WINDOW MANUFACTURER CAULK SEAM AT WNDOW INSTALLATIO *CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2014 703.8 SHER-CRETE FLEXIBLE CONCRETE WATER PROOF - SMOOTH A5-200 SERIES SHERWIN WILLIAMS MANUFACTURER APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUF. SPECS SET SILL IN FULL MORTAR BED AND HEAD JOINT STUCCO OR �DECORATIVE CEMENTITIOUS COATING 8" C.M.U. CAST-CRETE PRECAST SILL DETAIL SHERWIN WILLIAMS CONCRETE WATER PROOFING APPLICATIOlk 3.4 PSF -35.3 PSF CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED 10 UNDERSIDE OF TRUSSES RA I RUNS PER TRUSS MANF. (MAX. 8' O.C) 12 6�i FM_ I IN I FM-1 W Ini IN OF Lot al Im GARAGE BEYOND CONC. COLUMN WEATHER STRIPPING BY DOOR MANF. GARAGE DOOR GALV. STL. VERT TRACK BY MANF. FASTENED TO TRACK BRACKETS W/ 1/4"-20x1/2" CARRIAGE BOLTS & LOCK NUTS GALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16"x1-1/4" LAG SCREWS 2x8 P.T. ATTACHED TO MANU.'S ME7HOD OF COLUMN W/ 5/8" WEDGE ATTACHMENT SHALL ANCHORS ® 2'-0" 0/C VERT. PREVAIL WHEN SUBMITTED W1 COMPLETE INSTRUCTIONS (6" MAX. FROM ENDS) AND 2" FROM INSIDE EDGE OF 2X8 JAMB DETAIL (GARAGE DOOR) IF GARAGE DOOR VERTICAL REINFORCEMENT REQUIRED, ADD (1) J" A.B. TO EACH SIDE OF THE BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, 4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE BRACKET. O+3.4 PSF -35.3 PSF 6'-6" 14'-8" T.O.G.T. 11'-6" T.0.6.8. 9'-4" T.O.B.B. +33.5 PSF -36.3 PSF o, 0 0'-0" FIN. FL. SLAB gd\, LEFT SIDE ELEVATION - MEDITERRANEAN R-19 INSULATION PRE ENGINEERED WD. TRUSSES ALL VERTICAL A/C SOFFIT LOCATIONS < > PER ENERGY CALCS C 24" O/C TYPICAL 12 6 CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) ISSUED FOR PRECON 04-17-17 ISSUED FOR PERMIT — 05-09-17 1 BLDG COMMENTS 06-29-17 2 FIELD REVISION 09-26-17 LLJ a_co c) co 0 o LLI v Lo JCD o w L.L1 a Ib n m v x m W N M L J � — Z °] LL W z rn Q m ) CD J � Q J m z Q Z N 0 0 O � s & ru -00I_-C-C:)-E Q O O '� c�f� M `0 cn ate-+ T Qj Z Qjj Qj pZ � _O >r � a o L aj E E a `o o o aj o -o V � •� � O s N U � o (n aj L O vi GJ `� p w H o E ca v " _ o ki OL v _TD Q ,� Ln R-30 BLOWN IN INSULATION < 14'-0" T.O.G.T. 0 ALL A/C CEILING LOCATIONS PER ENERGY CALCS COV. E R 12'-0" T.O.B.B. Yyyxxx 11'-4" T.O.B.B. 10'-8" T.O.B.B. N 9'-4" T.O.B.B. Lo CD C. s 7TOPENING. 0' COi CL ` I X Q ROOM > U = CV I I V V ..0 " `1 0o COUNTER ��./ 0 co BEYOND ( C Lu s c) LOW WALLCD LU r FOYER No GREAT ROOM OV. PATIO s J _ 0'-0" FIN. FLOOR SLAB Z CV D.P.= +33.5 PSF D.P.= +31.9 PSF D -36.3 PSF -34.8 PSF A �D1, 2 k SECTION A -A _ �0 Al 11111A11111 CDAWE' CACTCAI 1x2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ STUCCO FINISH CONC. OR MASONRY 1-1/2" CASE HARDENED COIL PERIMETER SEALANT 2O P.T. BUCK RIPPED NAILS AT 12' 0/C. MAX. CONC, OR MASONRY D TH OF DOOR JAM Ir CONC. OR MASONRY 1x6 P.T. BUCK SET IN SETKIN SEALANT FASTEN SEALANT AND NAILED W/ 1/4" DIA. x 3-1/4" W/1-1/2" CASE HARDENEE TAPCONS 3" FROM E.E. Qo COIL NAILS AT 12' 0/C. Qo °. AND 6" O/C MAX, MAX. o ' Q DRYWALL BOARD DOOR TRIM CAULKING I �—ALUMINUM FRAME, FASTEN DRYWALL BOARD DOOR FRAME FASTEN TO BUCK W/ TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS CAULKING _ (2) #6 GALV. x 2" ® 12 0/C. MIN. 1-1/4" EMB D DOOR FRAME SCREWS 0 2'-0" 0/C FASTEN TO BUCK W/ DOOR TRIM —H'ERIMETER SEALANT (2) 3/16"x2-1/2" TAPCON STUCCO FINISH SCREWS ® 2'-0" O/C PERIMETER SEALANT HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) STUCCO FINISH WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) DOOR THRESHOLD SET ALUMINUM FRAME —DOOR FRAME FASTEN IN BED OF CAULK & D SECURE FRAME TO SILL ,`f TO BUCK W/(2) 3/16"x FASTENED TO SILL W,% WITH SILICONE 2-1/2" TAPCON #8 x 1 1/2" SCREWS CAULKING SCREWS 0 2'-0" O/C ® 18 O/C PERIMETER SEALANT f FLOOR COVERING FLOOR COVERING O Qo c o Oo PRECAST OR POURED *0 y ° 0 o�y O° ° d `.'. I 0 0 V ° SILL W/ 1 #5 BAR GROUT BED CONC. FLOOR SLAB PERIMETER SEALANT CONCRETE SLAB PERIMETER SEALANT STUCCO FINISH SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) SILL DETAIL (DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 �W V W W ~ � J ZD 0 W 0 U ZD O 1/4" = 11-0" U.N.O. SECTIONS ELEVATIONS - ENG. AND APPROVED WOOD TRUSS'S SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS - SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICATIONS SEE PLAN 4'-0" MA . - CONT. MASONRY BOND BEAM - CONT. POUR STOP 8" CMU WALL 1 A5 CONNECTION DETAIL NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES ')RE -ENGINEERED WOOD ROOF TRUSS 0 24 0/C ;IMPSON MGT W/ 22-10d JAILS INTO TRUSS 'ONC. TIE BEAM OR AASONRY BOND BEAM (1) 5/8" ANCHOR INTO BEAM W/ 5" MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965# A5 CONNECTION DETAIL ENG. AND APPROVED WOOD TRUSS'S SEE NOTE: FGTR MAY BE ATTACHED TO BOTTOM CHORD FOR CONT 2x4 VERT. @ 2'-0" 0/C TIP. WALL SECTION FOR ACTUAL HEEL DESIRED INSTALLATION DUE TO TRUSS PROFILE NAIL TO TRUSS W/ (3) 16d NAILS AND OVERHANG CONDITIONS DISCREPANCIES SEE TRUSS CONNECTOR SCHEDULE 19/32 EXT. PLYWD. SHEATHING SELECT CONNECTOR BASED ON LOADS PRE-ENGINEERED WOOD NAIL PER DIAPHARCM SCHEDULE SHOWN ON FRAMING PLANS INVERTED GIRDER TRUSS INSTALL PER. MFR. SPECIFICATIONS ' SIMPSON FGTR W/ 18-SDS 1/4" X 3" SCREWS INTO GIRDER CONT 2x4 HORIZ NAIL TO VERT. W/ (3) 16d NAILS. VIEW CONC. TIE BEAM OR 1X4 BLOCKS ALONG ARCH NOTE: JF TWO STRAPS ARE USED 2-1/2" X 5 TITEN MASONRY BOND BEAM NAIL TO PLYWD. EACH END PLACE ONE STRAP EACH SIDE. HD TO MASONRY W/(3) 10d x 1-1/2" COIL NAILS CONT: MASONRY BOND BEAM WALL PER MANUF. SPECS SECTION VIEW MAX. UPLIFT (1) FGTR = 5000# 2 8" CMU WALL (2) FGTR MAY BE ADDED TO ACHIEVE DESIRED UPLIFT = 9400# MAX.CONNECT ON DETA L GA5' CONNECTION DETAIL A5 CONNECTION DETAIL. USP KCCO44 OR SIMPSON CCQ44sds2.5 FASTEN PER MAN'F. SPECS 56801 MAX. WOOD POST SEE FRAMING PLAN (6) 1/4"x2-1/2" LG. SDS SCREWS TO POST SIMPSON HDU5 HOLD DOWN 56451 MAX. (1) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED. 6 CONNECTION DETAIL A5 LINTEL BEAM SCHEDULE 1 B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED APPLIED UPLIFT LINTEL UPLIFT SPECIFICATION 1 17'-4" 1609 545 637 240 8F24/1B1T 2 5'-4" 10127 257 4924 106 8F44/1B1T 3 4'-0" 6113 250 3079 100 8F16/lB1T 4 5'-4" 5365 250 2290 100 81`16/1B1T 5 5'-4" 5365 250 2290 100 8F16/181T 6 3'-6" 11809 1057 7636 371 81`40/1131T 7 4'-4" 10893 0 6183 0 8RF38/l B1 T 8 5'-4" 1260 0 831 0 8F8/1B1T 9 5'-4" 5365 946 2290 380 8F16/1B1T 10 4'-0" 2313 0 1225 0 8178/1B1T 12 NOT USED 14 13'-4" 1838 1611 962 621 8F24/1B1T 15 4'-4" 10893 257 6183 104 8RF38/1B1T 16 10'-6" 1533 250 914 100 8F16/lB1T 17 3'-6" 6113 408 3547 133 8Fi6/lB1T 18 7'-6" 2661 771 1634 308 8F16/1131T 19 5'-4" 10127 400 4924 177 8F44/181T 20 5-10" 1113 0 655 0 BRF6/1BOT 21 5-10" 8328 462 4498 220 81`32/161T 22 3'-0" 11809 376 7636 250 8F64/1B1T 23 5'-10" 1113 0 655 0 8F8/1B1T 24 5-10" 8328 1123 4498 412 8F32/1B1T PRE-ENG WD. TRUSSES 0 24" 0/C (SEE CONNECTION SCHEDULE) 19/32" EXT. GRADE PLYWD. NAILED 0 6" 0/C AT PANEL EDGES & 12" 0/C FOR THE REMAINING FIELD W/ 10d NAILS 2x8 VERTICAL. NAILED TO HOOF TRUSS W/ PLAN (3)10d NAILS, NOTCHED AND TOENAILED W/ (3) 10d NAILS TO PLYWOOD ON BLOCK WALL. (3)1/2"x6" PCS. EXTERIOR PLYWOOD CUT TO CONTOUR OF ARCH, SHOT TO WALL W/ 3" PINS 0 12" 0/C (1 1/4" EMBED) s BOX -OUT DETAIL A5 SCALE: 114 = 1 -0 112" II a 318" 1/2" DRYWALL OVE TYPICAL FURRING EXTRA LAYER OF 1/2" DRYWALL SURRONDING FRAME ARCH TYPICAL FURRING �Fi APPLIED TO SHEATHING .I 19/32 PLYWOOD ARCH SEC TION TION 9 A5 CONNECTION DETAIL SECT ON CONT. 2x6 P.T. BUCK FASTENED TO LINTELS W/ 1/4"x3" LG. TAPCONS ® 12" 0/C MAX. AND TO BLOCK OR CONC. W/ HILTT DNI-62-P8 0 8" 0/C MAX. 2X6 P. T. CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24" SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) 16d NAILS. EDGE OF MASONRY OPENING 19/32 EXTERIOR SHEATHING W/PAPERBACKED H1 RIB METAL LATH 2X4 PT BLOCKS ALONG ARCH NAIL TO PLYWD. EACH END W/(3) 10d x 1-1/2" COIL NAILS fxx 2x4 VERT. ® 2'-0" 0/C TO TRUSS W/ (3) 16d NAILS 19/32 EXT. PLYWD. SHEATHING NAIL PER DIAPHARCM SCHEDULE VIEW '--CONT 2x4 HORIZ. NAIL TO VERT. VIEW W/ (3) 16d NAILS. 19/32 EXT. PLYWOOD SHEATHING BOTTOM SECTION 7 AS CONNECTION DETAIL 0 m �i 3 9'-4" T.O.B.B. 11-6" T.O.B.B. j I I 0 F 22" 54" PULL DR STAIR ad ai ai ni Qa ai ai ai do do R R R er O 6 I I I I N N A 2 A4 O A51 I I � I i I 9 ABV O I g �I i 5 BLW I . GBV 10 � LW I I I I I 14 BV i Z I 2 13 LW I I PRE EN INEE ED VID. TRUSS @ 4" C /C TYPICAL 5 m 3 1 m A5 A6 m Ab o 1+ ~ R R R O A5 �I■I'I, �1�1�■I�I�i .�uL.J'+.�L�� � 1IIn��►i�i 1, INN III� ,� 11 9'-4" T.0.B.B. 1l'-6" T.O.B.B. L7[- MIN H ai ai 0o ai 00 1 A5 PROJECT LOG ISSUED FOR PRECON 04-17-17 ISSUED FOR PERMIT 05-09-17 BLDG COMMENTS 06-29-17 FIELD REVISION 09-26-17 Lu co co C. o w N J o T *. J co Lu a W � N LLI N M LL J 0 J Z m z N CD � > n w o Q J � ,_ _J z o, � z 0 O a c r `0 0 0 +� 4 � C dl ru o Q a V'Ln a) Q O -tom cn � aJ Q .V o r �� W a).�_ cam) N o -r [a i i N Lu �4 � Q-� o�- aj E 1= o o _o a2 > aC37i o v =3 ooi4 a o = w a O= © -10 o 'u � C=7 z m— al a) a Q- #5 REBAR AT TOP [^ �1 O Q MIN. (1) REQ'D ^ •/ O Lu Z] CLEAR �► � � O U (71 F= 9 D WITH GROUT / U= UNFILLED a ° d C.M.U. Q J Li QUANTITY OF #5 REBAR AT a J ® W BOTTOM OF LINTEL CAVITY z a -J Ln Z 1/4" = 1'-O" : U.N.O. GROUT BF16-1 B/1 T e #5 REBAR REINFORCING STRUCTURAL PROVIDED IN LINTEL (VARIES) L L N MI`,*.L HE^,-, • • PLAN . QUANTITY C- #5 NOMINA- 'MG REBAR AT ��-5/8" ACTUAL NOMINAL HEIGH f A-5 TYP. @ WALLS 8U8 8F16-OB/lT 8F16-lB/lT 8F24-013/1T 4-lB/lT 30 /1T mw 97