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HomeMy WebLinkAboutBUILDING PLANSPROJECT INFORMATION INDEX OF DRAWINGS Revised xx-xx-xx DESIGN PARAMETERS: 2004 Florida Building Code Building Design: Enclosed Basic Wind Speed: East of Turnpike 140 mph 3 second gust Building Category: II Wind Importance/Use Factor: 1.0 Internal Pressure Coefficient: +/-0.18 Building Mean Height: 15'-0" Roof Overhang: 2'-01, Roof Pitch: 6/12 Garage Design Pressure: Int. Zone (+30.0/-32.9) Ext. Zone (+30.0/-36.6) Door Design Pressure: Int. Zone (+31.5/-34.5) Ext. Zone (+31.5/-39.8) Window Design Pressure: Int. Zone (+33.6/-36.6) Ext. Zone (+33.6/-44.0) Exposure: B Design Loads: Roof Dead Load/Live Load: 15/40 psf Floor Dead Load/Live Loaa: 15/30 psf Impact Protection: Impact Glass, Shutter Butt Glass OCCUPANCY: R3 One -Family Residence CONSTRUCTION: Type V Unprotected, Unsprinklered Ext. brg walls- CMU Eng. wood trusses Int walls-mtl stds & drywall Clay Tile Roof AREA TABULATIONS: New House: Non -A/C Area: 1126 sgft. A/C Area: 2700 sqft. Total Square Footage: 3826 sgft. Product Approval Submittal Affidavit Bldg Permit: Bldg Address: See Title block Contractor: See Contacts Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, W6 do ws, & Skylights: Opening Product Model # Manufacturer Glass I Attachment Method Type, Building Design Product Design ID Description — _- S'zE Spacing & Embedment Pi i ,EA UINR Pressure -.... LS/ 34 a Pressure +/- 60 01 2 3080 O BENCHMARK GENERAL PRODUCTS a" O C lu U 02 160700HD 8000 09782 WAVNE DALTON NON[ 'OO.0 JAMB ?X?Xl/3 WASHERS rLFO Lb' - bx1'/ @12"O.CHEAD[RWll K V WASHERS +30.0/-36.6 +/-60 03 8070 OHD 8000 A9799 DALTON NONE 112 X 6 RE, DI,FAD 16'00.0 IAMBS 2X2X1/3 WASHERS 3/16 X 34 C @12'O.0 HEADER WITH I" WASHERS +30.0/-36.6 +/- 60 04 BENCHMARK GENERAL NONE 3/16 X 3-1/4 TAPCON 4" F/EA CRNR . +31.5/-34.5 +/- 50 2680 PRODUCTS 8" O.C. FIELD 05 2680 BENCHMARK GENERAL NONE 3/16 X 3-1/4 TAPCON 4" F/EA CRNR +31.5/-34.5 +/- 50 PRODUCTS 8" O.C. FIELD 06 5080 French FD•101 PGT 3/16" TEMPERED #30 W0031 SCREWS @ 2x WD BUCK W/ 1-1/2" EMBED. PER HOLE@ HEAD & JAMB -ANCHORS ARE STAGGERED 3/16" TAPCON w/ 1--1/4" EMBEDMENT PER HOLE @ SILL +31.5/-39.8 +/- 60 07 6080 F2pch FD•101 PGT 3/16" TEMPERED #10 WOOD SCREWS @ 2x WO BUCK w/ 1-1/2" EMBED. PER HOLE@ HEAD & JAMB -ANCHORS ARE STAGGERED 3/16" TAR_"ON w/ 1-1/4" EMBEDMENT PER HOLE @ SILL +31.5/-.39.8 +/- 60 -- -. 08 6080 French FD-101 PGT 3/I6" TEMPERED #10 WOOJ SCREWS @ 2x WD BUCK w/ 1-1/2" EMBED. PER HOLB@ HEAD & JAMB -ANCHORS ARE STAGGERED 3/16" TAPCON w/ 1-1/4" EMBEDMENT PER HOLE @ SILL +31.5/-39.8 - +/- 60 A 4650 SH (TEMP) SH-701 PGT 5/16" AM (1/8"A, -090, 1/8"A) 1/ H&S T._. W 1-1 2' EMBEDMENT @H]S 0 S-3/4" FRO CORNER & lA" MAX O.C. +33.6/-44.0 +66.7/-69.6 1/ " .C. W/ 1-1 2 EMBEDMENT @HJS B 4650 w/ Arch CBS SH-701 PGT 5/16" LAM (1/8"A, -090, 1/8"A) H&5 5-3/4" FRO CORNER & 13" MAX O.C. +33.6/-44.0 +66.7/-69.6 C ISSH SH-701 PGT 5/16" LAM (1/8"A; -090, 1/8"A) 1 H7 H&S @6-3/4" FRO C00.NER & 13" MAX O.C. +33.6/-44.0 #66.7/-69.6 ] 6 FROM CORNER & "MAX O.C. D 15 SH ARCH SH-701 PGT 5/16 AM (1/8"A -090, 1/8"A) H&S @ .`• 3/4' FRO CORNER & 13" MAX O.C. J 77) G FROM CORNER & 8" MAX O.C. +33.6/-44.0 +66.7/-69.6 E 35 SH SH-701 PGT 5/16 LAM (1/8"A, -090, 1/8"A) H&�-15@ 5-3� RO CORNER &E13 MAX O.C. +33.6/-44.0 +66.7/-69.6 (a 6' FROM CORNER & 8" MAX O.C. F 35 ARCH PW701 PGT 5/16" LAM (1/8"A, 090, 1/8"A) H&S @5--3/4 FROIN CORNER & 13" MAX O.C. +33.6/-44.0 +66.7/-69.6 J 6T FROM RN R & 8" MAX O.C. G 2030 SH=701 pGT 5/16 AM (1/8"A, 090, 1/8"A) 11 H C wJ 1 y 5-3/4 FRO CORNER M 1 A% & 13" O.C. +33.6/-44.0 +66.7/-69.6 r� 6'P FROM CORNER SL 8" MAX O.C. H 25 5H SM-101 PGT 5/16' LAM (1/81A, -090, 1/8"A) H&S.@ MENT 5:3/4 FRO C00.NER & 13" O.C. +33.6/-44.0 F66.7/-69.6 .0 ''a 6' FROM CORNER & 8" MAX O.C. I 2-32 08S SH=701 PGT 5/16' AM (1/8"A, -090: 1/8"A) 1 H& 1-1 E BEDME ] 5 3%4' FRO CORNER & 13" MAX O.C. +33.6/-44.0 #66.7/-69.6 a 6" FROM CORNER & 8" MAX D.C. BUTT GLASS X X X SEE DETAILS — _ — Product Model # Manufacturer Attachment Method Type, Building Design Product Design Size, Spacing, &I' mbedment Pressure Pressure Mullions Roof 5 TILE HANSON ATTACHMENT 2-10d RING SHANK NAILS X X Siding — Soffit VINYL PVC ALCOA MIN. 2"x2" WD BATTEN STRIPS (SO. PINE) (2) @ 1J" O.C.-GALVANIZED ROOFING NAILS +60.0/-26.6 1/8" RING SHANK DIA., 3/8" HEAD CIA x 1-1/2" LCVG @ 10" O.C. THRU THE NAIL HEM TRMS10N HOLES & 1-3/8" EMEBEDMENT @ WOOD JOISTS. Hurricane panels 20 Gauge of Steel- 1/4" TAPCON w/ 2-1/4" EMBEDMENT @ 6" O.C.-4" FROM CORNER less than 6' span Hurricane panels N/A 6' span or more I have review a above product approval information and approved it. Name: Nic n, R.A. Crossroads Architecture Inc. Signa • Certificati91827/AA26000832 NOV 15 2007 Date: THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED By FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Sheet Sheet Title Revision A0.1 Cover Sheet, General Information & Notes xx-xx-xx A2.1 Floor Plans & Notes xx-xx-xx A2.2 Roof Plan & Notes xx-xx-xx A2.3 Details & Sections xx-xx-xx A2.4 Details & Sections xx-xx-xx A2.5 Details & Sections xx-xx-xx A3.1 Exterior Elevations & Notes xx-xx-xx A3.2 Exterior Elevations & Notes xx-xx-xx S1.1 Foundation Plan, Schedule, Details & Notes xx-xx-xx S2.1 Framing Plans, Connector Schedule & Notes xx-xx-xx P2.1 Plumbing Layout, Schedules, Details & Notes xx-xx-xx E2.1 Electrical Lighting Plan & Notes xx-xx-xx E3.1 Electrical Power Plan, Riser Diagram, & Load Calcs. xx-xx-xx SYMBOLS O Window AX.X Detail ## Door ## Keyed Note xxx Room Name %X.X# Interior Elevation Wall Type XX.X Exterior Elevation AX.X Wall Section AX.X Building Section PKh%)ECT CONTACTS OWNERS: Coastal Consrtuction Ken Wroe 9402 Meadowood Dr Ft. Pierce, FL 34951 0 7 1 I -03-\4 772-465-: FILE COPY ARCHITECT: Crossroads Architecture Inc. ST.LUCIE000NP/BUILDINCDMSION Niki L. Norton, R.A. REVIEWED REVIEWED FORCOMPLIANCE 1111 SE Federal Highway, St.11 DATE T BE KEPT PLANS AND PERMIT MUST T p Stuart, Florida (772)287-7330 OR NO INSPECTION WILL BE MADE, CONTRACTOR: TJ Truss Corp. Jason Baskerville 2900 Industrial 33rd Ft. Pierce, FL 34946 772-466-3388 a,: Y I<n61hNta d Ln e r ±s:>uirwrar Club LajjfeNvocdCt Shadow Ln L�JCATION MAP ZT A e� a Cate ..... i "" Hunting Ln a 1 I� Vcliridana Ct Rd m0Ev sdv U N G �Chll �eN LW U ?c'= Ewu E�va'Euwc �� Y,a+c v �-� V Y r m c '`-'rtioct,,n3 3Y,v-,ca min D�����v� L F�cu° a or�ro�ccu C1 �OYiDOurQ m c of uvic3� Q�v�Yy,sa>o U LLL UY aL� ¢z3aa3m3 U O U H O N M 01 n � Qoo Qo N N oN Do Do .{.J 00 r'j00 N N U �0 r-1 N N�' N� 4-J as �C L fa Q 3 � �¢= rn fura L O i 070 L rOtN L IV 'u o Ll_ 1.0 ° vzw,-I� O E-i� (1)t L E rH }' U c° U) Lf) o a L Uj 0.6 yamZ — O ,-1 : U>0) w Ln 0 Z) .-, 'I "' �U �LL Ln Z�W0 O o Q 0L LU W I ~�a� 4.J In N i— I O'tOn J U(3)U_N O Rev. # O Date Proj 07-0261 No. Status Permit Issue 12-Nov-07 Date Sheet /A O . Cover Shee a AW-11" 35'-6" 28'-6" 1'-11° B. 5'-11" 8'-1" 6'-10" 1V-2" 2'-2" 8" 0 H H 25 SH ❑ ❑ El 2680 ❑ 25 ❑ ❑ 25 H ❑ ❑ ❑ ❑ ❑ (] ❑ EGRESS 1 A2.3 op ❑ 1 ❑ 12'-0" 6'-2 2" 0 15'-3 1/2" N a N 4" 4" � r ¢ C0 N 12'-11" 1'-4" 12'-11" V-4" BEDROOM W-4^ FLAT CEILING - I FAMILY CATHEDRAL CEILING _ ❑ 7 -a' BATH � M � ❑ ❑ ❑ — --— ❑❑ p 8x.16 TIE BEAM ❑ ❑ 8x16 TIE BEAM ❑ ❑ .i O' 06 ABOVE ABOVE A23 o MC 0 �^ w i �+ PORCH o� 'y STUCCO SOFFIT _ 121580 BUTT GLASS E N s080 y 880 ❑ 00 CLOSET N ❑ Q 8'-4 1/4" T-10 1/4" 15'-3 1/2" 5'-11" m ------ --- 22,_�„ Ras N ;r HALL y 4��, v NOOK 5'-5" 10'-4"--. Ras - _ _ o CLOSET N � �D ❑ soao v 'w El z6eo C N o� aH Q ❑ ❑ 6080 ❑ ❑ 6080 ❑ ❑ 0 I r I s 721- N - - BEDROOM KITCHEN 9'-4^ FLAT CEILING ,-� O 0 CATHEDRAL CEILING ❑ 4" ❑ 13'-0" 1 13'-0" J. 23'-3" LIVING ROOM 14'-3" '^ CATHEDRAL CEILING H _ MASTER BEDROOM z •op _ '^ d' m w i'Ztl - TRAY CEILING O w 'V ❑ P ntry i ❑ 00 ARCH OPG. d' N � o Z0 14'-4" 12'-0" _- ❑ 4" ~ ❑ \ e-I N N o LAUNDRY i+f 'O UPPER CADS ARCH OPG. a " iD D er Washer rY _ 4" 4" i. 4" 4" 6 n �Z�// ❑a0 o 9'-10" 8�� �_ 4"_ 2' 0�� 13'-4" 1�_6" 6'-6" 8 -10" 4'-6' 4'-6" �5� a ❑ AHU@42 WH 5 Ton v (D ROODS _r� 4" HALLCUO 4080 ET go a To ~y© ND C ELc4, mp 2680 3 xa °------ M n1 0 3^ OLLA V LOW WALL DINING ROOM � NICHE QLO W/ARCH I .�, ET m rvLL v N 1 Az.a ❑ 'A CATHEDRAL CEILING O FOYER '� '� "� STORAGE o \ j � w co CLOSET ❑ ONCRETE FILLED VEHICLE "' C _ `ny CRASH POST - PER CODE 22 22 I�� 60 M 1'-8" 5'-0" d, / ATT C ACCESS ti� �' j. — 1 TOP @ 11'-4" PRE -CAST LINTEL ABOVE '., ti d. r-0 El(C� El .. El(2) Q ❑ ❑ I..- N ❑ ��� MASTER en P F/ 30BO W/ARCH MC MC ❑ DROP CEILINH GS - Z�6 /A- [) SH ❑ ❑ /A. 5''B" 7'-10° D ti ti 0 .1 D in ri PULL (PROVIDE pLn O4VN STAIRS jogf) IN ATTIC AREA) C 35 W/ CH (SEE DETAIL FO ARCH FRAMING) C ENTRY '- } IT CEILING ❑ '•'� F STUCCO SOFFIT HEAVY GLAS$ DOOR PROVIDES 1TEMED LIGHT a E_ �` 0 e ourL Id ATTIC ❑ 3'-9 3'-9" c ECESS FOR SHELF ❑ N r — — �p ❑ O O ❑ I tD M N 22'-0• N 16" SQUARE BLOCK COL v �+ iV .. 2'-014 " 6'-0" 2'-0" Lj ❑ a ❑ ELECTRIC PANEL SHOWER FIBERGLASS p ❑ ❑ -' ❑ ❑ t+t MET R_4 ❑ I 4" C NC. y ❑ ❑ ❑ ❑ EQU PTME TPAD I 8 4650SH BS TEMP W/A I p w CH ❑ � I oz o GARAGE x " T-6" 1'-11" 13'-6" 12" SQU RE COLUM 8" 3'-3" R-19 OVER GARAGE 8" _3'-1" 3'-1" 8" 6" 40'-8" A2:3 ZD bo M ON I r4 ❑ ❑ O ° ❑ WALL LEGEND ❑ 20'-0" ❑ - �������>: �� ` BRG WALL ❑ i Ln o - °o NON-BRG WALL i7 ❑ x m I v — — — — — — ❑ ❑ ❑ ❑ ❑ o 4650 SH 0", Ir SQ ARE OLU N FLOOR P LA N B" 10'-0" 10'-0" B" 21'-4" 1 - ARCH OPENING SCALE: 1/2" = 1'-0" r1 cn �L CL 0 U U of .� `. H O N M Ol ^' L ('') N 00 O n DO 00 • -J O N N N ko � U N .... �� a� _ TO ,L/ CI c Cn rn -0 < a) /�'� f to cY ra M (1) L V 0 -0 O 0 L Q (n U OLLO 0 '� 1= J � N i L EYr'" 7 U U z In v) U S _ N t Y o O O u O 0 of 0 s U J ._I Z LLJ a 0 Uj L C) 0 0�d �( W Z 14. 0 - ~I LI / ��� 0 Z) VUoLL Ln z�w0 00 U®U0 Q lI �•�. LLU QW�Lr) 0 0;j-0n —� U0)u-N O Rev. # O Date Proj 07-0261 No. Status Permit Issue 12-Nov-07 Date Sheet A2 . l Floor Plan �j W 0 RIDGE ILI0- N SLOPES O ~-! 6:12 1 r / �I ESLOPE LU SLOPE, JP 6:12 p 6.12 Ce ND� Lu — — — — — — — — ❑ ❑ W (7 � I I � I ~� ESLOPE SLOPE, 6:12 I 6:12 I LU I N W I I I yfA o I 1-.� \ SLOPE, 6.12 I /6ff:1 ILL SLOP 6:12— --- 1 - ROOF PLAN 5/8" STRUCT. PLYWOOD EDGE NAIL 8d RING SHANK NAILS 0 6" o.c. ON INTERIOR EDGES NAIL 8d RING SHANK NAILS @ 12" o.c. AT INTERMEDIATE I BRACING @ 12" o.c. INTERMEDIATE • BRACING @ 12" o.c. I •I lei • • ,� EDGE .I F WALL BELOW I •I .I . . . . . . . . . . . . . . . . . . . . . . . . . EDGE OF ROOF NAIL 8d RING SHANK NAILS @ OVER HANG @ 4" o.c. AT ALL EDGES 2 - ROOF PLYWOO CLAY TILES ROOri^ic_crr EXT. ELEV. FOR DRIPEDGE, FASCI FASCIA TO TYPI( DETAILS (2) 16d END NA GABLE END TRU EXTERIOR FIN. T� 7/16" O.S.B. SH CONT. 2x4 LATE BRACE @ 8' O.0 PER TRUSS ENG 2x8 P.T. PLATE 16d 0 8" O.C. I Yp4Y2 EXP. BOLT J" BOLT @ 32" CONC. TIE BEAM SEE STRUCT DW EXTERIOR FINISH SPECS. D SHEATHING NAILING PATTERN SCALE: 1" = 1'-0" *ALL BRACING/BLOCKING SHALL BE SO. YEL PINE SHEATHING NAILING PATTERN: 8d NAILS 0 4' O.C. ® EDGES 3 - GABLE BRACING DETAIL 116d TOE NAILED EA. SIDE 16d END NAILED —ENG. WOOD JSSES @ 24" O.C. 4 DIAGONAL BRACEING 3' O.C. W/ 3-16d NAILS l BLOCKING @ 4' O.C. TOP BOTTOM W/ 3-16d NAILS -A. END 16d END NAILED 3" GYP. BD. W/ 5d COOLER LS @ 7" O.C. 16d TOE NAILED EA. SIDE SCALE: 3/4" = 1'-0" FILE COPY .Q U U" o I� O .{ O N M 01 ^' 11 NM O L M O r� n O^ DOW 4—J O N N N �1U� 000 N n N M T� N W a a L Q 3 4J (U O a = A -p �O M f O L- O o >� L ID i (U '- (n U OU10 LL. Ul aI Z Lu O E 4-1 J" L L UO E fu '-' fu •— ,-i •7 4� U z ,-� cn cn U C y �I N - � _ y 00 O O Q ti ti o N Q Q o U G3 - U J _I z O W Wp L old L ^, W z i--i C U L1� j0) 0 ZD U �o-1 In z3:wo 00 U®U0 l� Q J Q LLU LU ,--q L!1 [ a1,0 a.J U) N [-' 0 01-0� .J U 0) LL_ IN Rev. Date Proj 07-0261 No. Status Permit Issue 12-Nov-07 Date SCALE: 1/4" = 1'-0" Sheet A2.2 5/8" MIN. STUCCO RIGID INSUL. FINISH NOTE: DOOR FR. SHALL i� 1/2" GYP. BD. CMU LINTEL -SEE 1/2" GYP. BD. MIN. FROM "_F—BOTH SIDES, NOTE: .; 1/2" GYP. BD. LINTEL SCHEDULE TYP. DOOR FR. SHALL Lo SI L SIDEWALL @ CORNERBOTH 1/2" WD. SHIM BE MIN. 4" FROM _ SIDES,CONDITION TYR FLASHING " FURRING STRIPS SIDEWALL @ CORNER e @ 16" o.c. HORZ. (2) 2x4 WD. FOR FINISHED WD CONDITION 1/2" WD. SHIM lx 6 WD, BUCK CUT '' " ADJUST HEIGHT FOR TRACK CASING TO 4-9-16" SIZE WD. (2) 2x4 WD. HDR FINISHED WD FASTEN TO CMU 2x4 WD, BUCK BLKG. FOR CASING TRACK PER MFR. TRACK 2x4 WD. BUCK PTO. GRADE 316" TAPCON W/ 1/3/4" EMBEDMENT FIN. WOOD WD, DOOR -SEE PTD. GRADE WD. FRAME INTO CONC.-PER HOLE CASING DR. SCHEDULE WD. FRAME WO. DOOR -SEE EXT. DOOR. HEA DR. SCHEDULE 4-9/16" DOOR HEAD FRAMING HEAD ',E_ 1/2" GYP. BD. CAULK FULL FRAME °. BOTH SIDES, 1/2" GYP. BD. EXTERIOR INTERIOR PERIMETER, TYP. TYp, CAULK FULL FRAME BOTH SIDES, PERIMETER, TYP. ;; Typ, EXT. DOOR - is WO. DOOR FRAME' �� ' FINISHED WD TAPCON SIZED TO WIDTH FINISHED WD CASING EMBEDMENT 1-3/4 E JAMB OF WALL y CASING DOOR HINGE -SEE (2) 2x4 WD. INTO CONC.-PER HOLE INTO WD. DOOR -SEE PTD. GRADE DR. SCHEDULE BUCK CHAULK @FRAME FIN. WOOD CASING DR. SCHEDULE WD. FRAME WD. DOOR -SEE PTD. GRADE CONT. lx 6 WD. BUCK CUT DR. SCHEDULE WD. FRAME TO 4-9-16" FURRING STRIPS JAMB FASTEN TO CMU ' VERTICAL @ END JAMB FLASHING 1/2" GYP. BD. WD. DOOR -SEE GROUT FILL CELL DR. SCHEDULE WD. DOOR -SEE 4 #5 BAR @ ALL RIGID INSUL. FLOORING -SEE OPENINGS (R5.4) FIN. SCHEDULE DR. SCHEDULE THRESHOLD -SEE FLOORING -SEE FIN. SCHEDULE �T THRESHOLD -SEE FIN. SCHEDULE EXT. DOOR THRESHOLD PER FIN, SCHEDULE MANUFACTURER 9, ° SIL GROUT FILL P x CONC. SLAB- ">,. p.- 3/16" TAPCON w/ ° SEE FDN PLN X - X. CONC. SLAB- 1-3/4" EMBEDMENT FLOORING- SEE SILL >: .. o . SEE FDN PLN INTO CONC.-PER HOLE FIN. SCHEDULE POCKET DOOR SILL SLOPE WALK AWAY FROM OPENING HINGED DOOR CONC. SLAB - INT DOOR DTL INT DOOR DTL D (, SEEFDNPLN US SCALE: 1 1/2n — e ee — 1 -0 SCALE: 1 _ e n 1/2n — 1 -0 EXP. ]DINT FRENCH DOOR EXT DOOR DTL -' SCALE: 1 1/2" = 1e-011 HEAD HEAD 5/8" MIN. STUCCO' r• '. N. STUCCO RIGID INSUL. FINISH ( RIGID INSUL. FINISH ° " - (R5.4) t (R5.4) BEAM SEE BEAM SCHED. „: ° • 1/2" GYP, I30. BOND BEAMBOND SEE BEAM SCHED. ° .D 1/2" GYP. 8D. STUCCO BAND `; s 1/4" TAPCON @ 6" o.c. ` •• AROUND OPENING <` FURRING STRIPS 2-1/4" EMBEDMENT FURRING STRIPS FLASHING ' @ 16" o.e, HORZ. FLASHING '. @ 16" o.c. HORZ. lx P.T. WD. BUCK"..; <: 2x P.T. WD. BUCK b FASTEN TO CMU is :: FIN. WOO® FASTEN TO CMU •' x ` FIN. WOOD '-^ CASING e �.,.. ..._.. � _. .:... CASING CHAULK @ FRAME 1/2" GYP. BD- W/ CHAULK @ FRAME 1/2" GYP. BD. w/ CONT. CORNER BEAD CONT. CORNER BEAD WINDOW SEE WINDOW SCHED. 1/2" TAPCON w/ 1.1/2" EMBEDMENT NON -IMPACT WINDOWS INTO CONC - 8" O.C. SPACING SILL FOR ALL FOUR SIDES 3/16" TA SILL 1/4" TAPCON w 1-1/2" EMBEDMENT NT 1-3/4" EMBEDMENT WINDOW 6" FROM CORNER & 17" o.c. MAX. SPACING FOR ALL FOUR SIDES lx P.T. WD. BUCK STORM PANEL 2x P.T. WD. BUCK FASTEN TO CMU SLOPE STUCCO SILL FASTEN TO CMU AWAY FROM WIN. FIN. WOOD SILL VERIFY W/ OWNER EDGE a r VERIFY w/ OWNER g FIN. WOOD SILL FLASHING a` FIN. WOOD TRIM FLASHING ' i �— FIN. WOOD TRIM 6" STUCCO SILL W/ DRIP EDGE € }j,'{j 1/4" TAPCON @ 6" o.c. FURRING STRIPS 2-1/4" EMBEDMENT FURRING STRIPS CMU LINTEL -SEE BEAM/ e• @ 16" U.C. CMU LINTEL -SEE BEAM/ j. @ 16" o.c. LINTEL SCHEDULE RIGID INSUL(R-5.4) LINTEL SCHEDULE - ;. ,. g... •' i RIGID INSUL.(R-5,4) y 1/2" GYP, ED. a: 1/2" GYP. BD. STUCCO FINISH STUCCO FINISH `° ` ,JAMB IAMR VERIFY SILL W/ WINDOW OWNER 3/16" TAPCON w/ 1-3/4" EMBEDMENT 1/2" GYP. ED. CHAULK @ FRAME FIN. WOOD CONT. CASING Ix P.T. WD. BUCK FURRING STRIPS FASTEN TO CMU'" s VERTICAL @ END STUCCO BAND VARIES FLASHING" 8 ' E-- 1/2" GYP. BD. GROUT FILL CELL 'E " RIGID INSUL. #5 BAR @ ALL (R5.4) OPENINGS ALUMINUM WINDOW WINDOW DTL SCALE: 1 1/2" = 1e-0" SEE WINDOW S STORM PANEL CHAULK @ FRAP CONT. 2x P.T. WD. BU( FASTEN TO CML 1/4" TAPCON @ 2-1/4" EMBEDMI GROUT FILL CEL #5 BAR @ ALL OPENINGS SHUTTER DETAIL VERIFY SILL W/ OWNER 1/2" GYP. BD. FIN. WOOD CASING FURRING STRIPS VERTICAL @ END 1/2" GYP. BD. RIGID INSUL. (R5.4) SHUTTER DTL SCALE: 1 1/2" = 1'-0" 5/8" MIN, STUCCO RIGID INSUL. FINISH (R5.4) CMU LINTEL -SEE 1/2" GYP. BD. LINTEL SCHEDULE ° FLASHING Y " ` ? FURRING STRIPS @ 16" o.c. HORZ. lx P.T. WD. BUCK " FASTEN TO CMU J 3/16" TAPCON W/ 1-3/4" EMBEDMENT INTO CONC.-PER HOLE FIN. WOOD CASING FRENCH SLIDER 4 HEAD EXTERIOR INTERIOR FRENCH SLIDER j 3/16" TAPCON w/ JAMB 1-3/4" EMBEDMENT INTO CONC.-PER HOLE — FIN. WOOD CASING CHAULK @ FRAME CONT. lx P.T. WD. BUCK FURRING STRIPS - VERTICAL @END FASTEN TO CMU ae ' FLASHING a GROUT FILL CELL — 1/2" GYP. BD. a #5 BAR @ALL' �•° ae RIGID INSUL. OPENINGS (R5.4) FRENCH SLIDER ---- --e1 ,-- - ------ THRESHOLD PER SAIL MANUFACTURER 3/16" TAPCON w/ -----GROUT FILL 1-3/4" EMBEDMENT INTO CONC-PER HOLE _ --- FLOORING- SEE FIN. SCHEDULE SLOPE WALK AWAY FROM OPENING Q o p —CONC. SLAB - "° SEE FDN PLN 1/2" FIBEROUS EXP. JOINT FRENCH DOOR SLIDER FRENCH EXT DOOR DTL SCALE: 1 1/2" = 1e-011 TEMP. GLASS ;EMBLY (RATED BY MFR) BUCK TAPCON@18" O.C. :MBEDMENT INTO CONCRETE CMU WALL POURED BEAM n 8" X 16" CONCRETE TIE BEAM �W/5 #5 BARS v' BUCK ATTACH TO BLOCK W/l/4" DIA. TAPCONS @18" O.C. CONC. BLOCK WALL fr y DETAIL @ BUTT GLASS WINDOW 2- BUTT GLASS DTL. SCALE: 1 1/2" = 1e-011 - - PRE-ENG. WOOD TRUSSES @ 24" o.c. SEE ROOF FRAMING PLAN ARCHITECTURAL CONCRETE'S' TILE OVER 90# FELT ATTACHED TO �. 5/8" EXT. STRUCT. PLYWOOD SHEATHING 12 SIMPSON CONNECTOR CONNECTOR -SEE 6 CONN. SCHED. BATT INSULATION(R-30) GALVALUME DRIP @ BOTTOM CHORD EDGE BATT INSULATION (R-11) OVER GARAGE ONLY VARIES '..' TRUSS ERG. S -e' 5/8" GYP. BOARD - SEE FINISH SCHEDULE lx3 P.T. DRIP EDGE (2) 8" CONC. BOND BEAMS 2x6 FASCIA-S4S TYP. FOR PERIMETER FINGER -JOINTED w/ (1) #5 REBAR PER BLOCK REDWOOD W/ 2x4 '- SUB-FASCIA a� 24" x 6" VENT EVERY 6'-0" o.c. STUCCO FINISH - HI -RIB LATH �• E— 5/8" MIN. STUCCO FINISH 4 WOOD FURRING STRIPS @ 16" o.c. HORIZONTALLY 1/2" GYP.BOARD- VARIES TYPE OF BD. SEE FINISH SCHEDULE RIGID INSULATION (MIN. R-5) FINISHED BASE - FLOOR FINISH CONC. TURN -DOWN SLAB SEE FOUNDATION PLAN 6 MIL VAPOR BARRIER CLEAN, COMPACTED, TERMITE TREATED SOIL JOINT REINFORCING BETW. TOP (2) COURSES & AT ALTERNATING COURSES BELOW VERTICAL REINFORCEMENT @ 48" o.c. GROUT CELL SOLID- CONT. FROM FOOTING CONC. TO TIE BEAM SEE FOUNDATION PLAN FOR REINFORCEMENT REQUIREMENTS 0'-0" a .4 FINISH FLOOR �k FILE COPY d <' n Jc CD �L CL 0 U U O LL 0 H O N M Ol ^` DO iN DO O a i N DO DO .l.j O N N N U l®� N N NN _ Qck� Q Q v v L- (a a T 3 Q TU) v/oL d' C OJ � O �0 L (n U iv O 0 Z W - ,-A U . QEJL E U Uz��� O v c O m M 00 p o c � O akD N v 0 a -z U U J J W 0 J w Q 0 ^ , W Z T- i OLn w Ln O ��� U M � QLL Ln Z �LLJ 0 O®U0 �--� Q W t0 _I Ln F-- 2 lD 4J U) N O J 0 It 0 iN U0)t6-N o Rev. # a Date Proj 07-0261 No. Status Permit Issue 12-Nov-07 Date Sheet A2.3 1 -TYPICAL WALL SECTION SCALE: 3/4" = 1e-011 DETAILS CLAY TILES ROOFING — DRIP EDGE, FASCIA & SUB - VINYL SOFFIT 7/16" O.S.B. SHEATHING 5/8" MIN. STUCCO FINISH (2) WOOD BEAMS w/ PLYWOOD FLITCH 13'-4" A.F.F. BRG SIMPSON HETA20 FOR WOOD BEAM - TO CONC. COLUMN-4" EMBEDEMENT STUCCO BAND -SEE EXT. STUCCO FINISH 5/8" MIN. THICKNESS WIRE LATH (2) #5 REBAR 16" DIA. CONC. COLUMN #5 REBAR-OVERLAP 4'-0" — STUCCO FINISH w/ 5/8" MIN. TICHKNESS-SLOPE EDGE 24" SQ. CONC. BASE — EMBED REBAR @ 12" MIN. 0'-0" FINISH FLOOR 30"SQ. x 24" D CONC. FTG. w/ (3) #5 REBAR- TYP 3 PL SEE FOUNDATION PLAN ROOF PLAN FOR LE BRACING DTL P.T.2x WOOD FRAMING TO SQUARE UP SOFFIT 1/2" PLYWD STEATHING STUCCO I 5/8" MIN. WIRE LAT STUCCO[ W/ DRIP I - �• ,I° a �� �. ed II n e a ed a _e s • c A d .. m � a PRE-ENG @ 2"-0"O.C. SEE FRAMING PLAN & TRUSS LAYOUT 5/8" EXTERIOR SHEATHING CONNECT TO TUSSES @ 8" ox. W/ Bd NAILS & 4" O.C. @ EDGES W/LATH WIRE W/ STUCCO FINISH MBHA 3.12xll.25 w/ (1) 3/4"x8 ATR TOP @ FACE & (18) 10d NAILS 5/8" GYP. BD. 1/2" GYP. BD. (2) 8" BOND BEAMS -GROUT SOLID w/ #5 REBAR JOINT REINFORCING BETW. COURSING SIMPSON SPH4- (12) 10dxl-1/2" TOP & BOT -PER STUD BATT INSULATION (R-30) @ BOTTOM CHORD BATT INSULATION (R-11) OVER GARAGE ONLY SEE DOOR & WINDOW DTLS- SHEET A2.3 (2) 2x4 WOOD STUD — TOP PLATE 2x WOOD HDR- SEE — HDR SCHEDULE 8" BOND BEAM -GROUT SOLID SIMPSOWLSTA 24 w/ (1) #5 REBAR (18) 10d PER STRAP SEE DOOR & WINDOW DTLS- (2) 8" CONC. BOND BEAMS SHEET A2.3 TYP, FOR PERIMETER w/ (1) #5 REBAR PER BLOCK FLOOR FINISH 6 MIL. VAPOR BARRIER SLOPIf FRONT CONC WALK X //\\\\ /\\ \\\% ��� d a. • " CONC FTG-SEE /\ \ \ a \ FOUNDATION PLAN CONC. SLB BEYOND FOUNDATION PLAN 4'-0" Centerline of column 1 -ENTRY WALL SECTION SCALE: 3/4" = 1'-0" (2) 2x4 WOOD HDR STUDS 2x4 STUDS @ 16" O.C. 1/2" x 7" WEDGE Al w/ #2 DIA WASHER 5/8" x 7" WEDGE ANCHOR w/ #3 DIA WASHER SIMPSON SPH4- (12) 10dxl-1/2" TOP & BOT -PER STUD P.T. 2x4 WOOD STUD BOTTOM PLATE 6 MIL. VAPOR CLEAN, COMPACTED, TERMITE TREATED SOIL PRE-ENG. WOOD TRUSSES @ 24" ox. SEE ROOF FRAMING PLAN ARCHITECTURAL CONCRETE'S' TILE OVER 90# FELT ATTACHED TO 5/8" EXT. STRUCT. PLYWOOD SHEATHING 12 SIMPSON CONNECTOR ` CONNECTOR -SEE \\T`L 6 CONN. SCHED. DRIP EDGE #5 CORNER BAR 24"x24" — #5 HORIZ REINF. TYP TIE BEAM 7 4*I a d� a 4 .d a a. a ° atl - a °. .Ti— a a a < I l e. 12" MIN. 3 - TIE BEAM CHANGE BEAM #5 CORNER BAR 24"x24" #5 HORIZ REINF. TYP W/ 10" BEND @ TOP (2) FILLED CELLS W/ (1) #5 EA. SCALE: 3/4" = 1'-0" RPRE-ENG. WOOD TRUSSES @ 24" O.C. VAIES TRUSS BRG. SEE ROOF FRAMING PLAN ARCHITECTURAL CONCRETE'S' TILE OVER 90# FELT ATTACHED TO 5/8" EXT. STRUCT. PLYWOOD SHEATHING 10 P.T. DRIP EDGE 12 — SIMPSON CONNECTOR CONNECTOR -SEE / 6 CONNECTOR -SEE 2x6 FASCIA-S4S CONN. SCHED. FINGER -JOINTED REDWOOD w/ 2x4 GALVALUME DRIP SUB -FASCIA EDGE ++,) 24" x 6" VENT EVERY VARIES 6'-0" ox. TRUSS ERG. STUCCO FINISH R HI -RIB LATH; '=1 F - — 5/8" MIN. STUCCO FINISH RIBBED WIRE LATH & STUCCO FINISH •i.. x: Ix3 P.T. DRIP EDGE P.T. 2x4 WOOD STUD (2) 8" CONC. BOND BEAMS 2x6 FASCIA-S4S TYP. FOR PERIMETER FINGER -JOINTED w/ (1) #5 REBAR PER BLOCK REDWOOD w/ 2x4 p -----JOINT REINFORCING BETW. r SUB -FASCIA TOP (2) COURSES & AT "- ALTERNATING COURSES 24" x 6" VENT EVERY - 4 . BELOW 6'-0" ox. STUCCO FINISH HI-RIB LATH VERTICAL REINFORCEMENT @ 48" o.c. GROUT CELL SOLID- CONT. FROM FOOTING CONC. TO TIE BEAM X. SEE FOUNDATION PLAN FOR REINFORCEMENT ` REQUIREMENTS • �'': CONC. TURN -DOWN SLAB SEE FOUNDATION PLAN 0'-0" h x a �Q FINISH FLOOR �� id- SEE FOUNDATION PLAN FOR REINFORCEMENT //� j/\ j\\\/\\�\\\// REQUIREMENTS CONC. TURN -DOWN SLAB �iiAA/AA/AA/AyV\/A%yA/AA/AA/AA/A�% SEE FOUNDATION PLAN _ 0,0" h FINISH FLOOR 2 - INTERIOR BEARING WALL SECTION SCALE: 3/4" = V-0" 4 - SECTION @ PORCH SCALE: 3/4" = V-01I FILE COPY Ij 0 4-1 �Z CL U U oLL �...� O N f7 01 ^' N (y) 01 � O0 L rr) 00 N N O r� 00 OD J O N N N ^U, W ZD � Q h Q 3 C 0) M v fu Ln n T'T o O C 0) 1- 0-0 L ID L i 0 o O L (n U UD N ZLuri LL O E _J ,.4 v L Er'' U U z cn u) o u a � N M Y 00 O L Q G N 2 0 U U _I z w CL O w LU QI Dib 06 z O LrPii U > M O :D ~ r) _j Lf)Li) z '0 w UC)U0 _j S ry I ® J 0 ;j- 0 UrnU_n o Rev. # a Date Proj 07-0261 No. Status Permit Issue 12-Nov-07 Date Sheet A2 . DETAILS SEE LINTEL SCHEDULE FOR REINFORCEMENT FOR REQUIRED) #S CONTINUOUS � (� �(i) 1/2" O WEDGE ANCHOR 16'-0" P.T. 2X6 ATTACHED WITH 3/16" X 2-1/4" TAPCONS II II b WITH EMBEDMENT AT 16" O.C. AND 2"" SQUARE WASHERS QUiv N II II II II N lV 8'-0" P.T. 2X6 EACH SEE BUCK DETAIL II IIII = END (TYPICAL) II N II II II o Q u oilu c FOOTING AS PER FOUNDATION PLAN #5 DOWEL WITH 30" OVERLAP STUCCO RETURN 2X6 P.T. AT HEIGHT OF I SET 1/2" INTO OPENING GARAGE DOOR HARDWARE n EXTERIOR FACE OF WALL 1/2" X 6" REDHEADS WITH MINIMUM 2"0 X 1/8" WASHERS AT 24"O.C. AND 12" AT ENDS TRACK BRACKETS TO PT BUCK 7' HIGH DOOR: 5-3/8" X 1-7/8" LAG SCREWS WITH WASHER HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE. 8' HIGH DOOR: 6-3/8" X 1-7/8" LAG SCREWS 1VITH WASHER HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE. 1 - GARAGE DOOR DTLS SCALE: 1/2" = 1'-0" CONDITION #1: STRAP IS 0" TO 3/8" AWAY FROM EDGE OF TRUSS. REPAIR: NO REPAIR NECESSARY. CONDITION #2: STRAP IS 3/8" TO 1-1/2" AWAY FROM EDGE OF TRUSS. REPAIR: PLACE MAXIMUM 2x4 BLOCK BETWEEN TRUSS AND STRAP. BEND PER DETAIL AND NAIL 7-10d. CONDITION #3: STRAP IS MORE THAN 1-1/2" AWAY FROM EDGE OF TRUSS. REPAIR: PER DETAIL SHOWN USING USP HTSM16 ANCHORED TO WALL WITH (4) 1/4"x2-1/4' (MIN.) TAP -CONS AND NAILED TO TRUSS WITH 7-10d. MAXIMUM 1175 LES. UPLIFT. APPLIES TO MULTIPLES AND CONSECUTIVE TRUSSES, AND MAY BE USED ON EITHER SIDE OF WALL. _ 4S SPACED EVENLY AT LEAST 2" FROM TOP 2 - STRAP MISALIGNMENT SCALE: 1/2" = 1'-0" 3 - FRONT ENTRY SECTION # 1/ SCALE: 3/4" _ 11-010 2X4PTw/3/16"X3" TAPCONS @ 12" o.c. LINTEL OR WOOD BEAM 1/2" PLYWOOD FACE - BOTH SIDES-8d @ 6" o.c. 2 X 4 - 6" o.c. (2) 10d EA END ARCH AS PER ELEVATIONS 4 - ARCH DETAIL ARCH DETAIL SCALE: 3/411 JGINEERED TRUSS P.T. 2x4 WOOD STUD DOUBLE TOP PLATE SIMPSON-MTSA24 - 1/2" x 7" WEDGE ANCHOR w/ #2 DIA WASHER SIMPSON SPH4- FILE (12) 10dx1-1/2" TOP & BOT -PER STUD P.T. 2x4 WOOD STUD n n n MIMII m �- BOTTOM PLATE 5-KNE O 4--J "L CL U U O 0 F1 O N M O) �I l N O LM DO O ' ' N O co 4_j 0 0O NN N 00 U O N N n N J Q Q Q / es L foo Q o 3 r C), 'o UI OC (0 M O -O O L R3 L N L (n U Oyu) O E J L L , Io 1 UO 7 .0 U z In U) O J S O a aM '7 N 00 _ c u 2L (7 N m a a 0 L Q L \� U y. U J J f- Z LU d O .J W OZS 06 L Z 4— O ,-1 w U QLn 1 0 >>M U �oILL Ln z�wo v"� U C) U o T"I Q 01 l0 4t J F_ 2: a kD a..J Ln r j 0 ®won -� U 0) ILL n O Rev. # O Date Proj 07-0261 No. Status Permit Issue 12-Nov-07 Date Sheet A2.5 SCALE: 3/4" = 1'-0" 12�7 1/2" A.F.F. r TRUSS BRG. 12'-7 1 2" A.F.F. TRUSS BRG. 10'-8-8" A.F.F. V TRUSS BRG. T`r OP OF HEADER �— 0 FIN. FLR 10'-8-8" A.F.F. r TRUSS BG.R 8'-0" A.F.F._ r BOT OF BEAM/ TOP OF HDR FRONT ELEVATION REAR ELEVATION _ 23'-9" A.F.F. TOP OF R— OOFF A.F.F. TRUSS BRG. 12'-71/2 A.F.F. )PG.TRUSS BRG. Y _ 10'-8 A.F.F. TRUSS BRG. `r WISH F-SEE TYPICAL WALL ;PECIFICATIONS CCO BAND AROUND VGS FINISH SCALE: 1/4" = 1'-0" FILE COPY L c- 0) �L Q 0 U V oLL a--i ® N M 01 �1 1 L M rN 00 O N CO co a--J 0O r] N N 00 �IV� N N UL rfu Q 3 -0 rn UI ti fd M /�''� fV 0 Q L -0 'D 0 'L L fa t aI (n u L- oLLI'O Zw -ice 0 E ,--i 0I t L Vo E-�} fu fu .- � � U Z U) U) O c O y N N Mcm 00 - c� + M N u Q '7 m c p ut m O U U J J Z Ll I d 0 -J W L p 0-6 016 L � Z o LU U) 0 ��� M z H 00 UDU0 w0 a w l� J Q 2: 4-.J U') N I- 0 J 0�t0L� Ua)Lin o Rev. # a Date Proj 07-0261 No. Status Permit Issue 12-Nov-07 Date Sheet A3 . 1 Exterior Elevation 12 12_7 1/2" A.F.F. _ _ — — — — CLAY TILE ROOF -SEE TYPICAL WALL TRUSS BRG. SECTION FOR SPECIFICATIONS 10'-8" A.F.F. TRUSS BRGG. 7'-0' A.F.F. _ 'r TOP OF HEADER 2 O — — 8'-0" A.F.F. C TOP OF HDR Y +33.6/-44.0 BUTT GLASS u-+33.6/-44.0 +33.6/-44.0 / STUCCO FINISH +30.0/-36.6 +33.6/-44.000 SCALE: 1/4" = 1'-0" J- a 12 .�'- .4. 6LU 12 6 CLAY TILE ROOF -SEE TYPICAL WALL SECTION FOR SPECIFICATIONS � 1_0 -8' A.F.F. 8" TRUSS BRG. 2'-0" h-0" A.F.F._ _ — 6" STUCCO BAND AROUND _ —0 TOP OF HDR OPENINGS +33.6/-36.6 +33.6/-36.6 --` �- +31.6/-34.5 FILE COPY STUCCO FINISH 0'-D" FIN FLR RIGHT ELEVATION SCALE: 1/4" = 1'-0" D � D i NL ,`oaoNo°;3 p RODy G� ocu'°im a`� tv O�1Oo�cv�c U �mt-,nm,.ao �� E�DaEudc C��ON T��� YpN�C U � UIL'L "r iioci�3 3.�icD D� D vs %`U1p�V ¢ELv Oi�U100 Q CCU p �L¢ O+•ow�.o mcot uO,ci� UDvit'Uu ny Qt3na3m3 ov � H O N M 01 N M 01 �„� O � N N U � '� O N N N � n n L tp Q � 3 (n O Q = -in— � � f0 M O � O -o � .L _.co L. � N (n •U O�10 � E J t' ,� �, U O •— rl 7 �+ U z�cn o u c a w N u O O ' o N � D m 0 N N O U U J J Z w O J L � OZS °� L Z O � W � U U^^ �o� w O � 1� � l0 Q � aw�� � g a � �.J � 0 O�O� J U rn u_ r\ o Rev. # a Date Proj 07-0261 No. Status Permit Issue 12-Nov-07 Date Sheet A � . Exterior Elevation a cou 4" CONC. EQUIP PAD REBAR & GROUT UT SOLID L3 EA H SIDE OF OP , TYP. 3 sr.1 (1) #5 REBAR &- GROUT SOLID @ EVERY CORNER TYP. ■ AHU IF J 0 ❑ - - ❑ III -- --rt ❑❑ I - —SxS-6� B€RR1—8x1%TIE M ❑ 5 ABOVE ABOVE 51.1 -3.5" 30" SQ. x 24" D CONC. FOOTER :w/ (3) #5 EW- TYP (3) PL �4" CONC. SLAB-, 10 N 2, DD FyI�FQU/ � — � RFp 4" THICK CONCRETE(3,000 PSI MIN.) SLAB WITH FIBERMESH OVER 6 MIL POLYETHYLENE VAPOR BARRIER ON CLEAN 9S% COMPACTED TERMITE TREATED FILL (TYPICAL) 2'-2—�3'-9' 5'-0" CONCRETE FILLED VEHICLE CRASH POST PER CODE O FQ El I I I IL 1'-11" 6" I I I I I I I si.i I 10 I I I I (------ -- ❑ O ❑ 2'-0*' ----- ❑ ° I 30" SQ, x 24" D CONC. I I (1) #5 REBAR & GROUT SOLID @ FOOTER w/ (3) #5 EW--� Z 2-CELLS EITHER TYP (3) PL I I sl' SIDE OF GARAGE 24" x 20" CONC, BLK OPENING, TYP. BASE w/ 16" SQ. CONC COL. — — — ❑ ❑ ❑ ❑ o 3) LTj in rF9��r�r��q FO N 10'-4" 6-10" II El 5 ❑ ❑ o ❑ o 161 _❑ ❑ o 7'- 0" 51.1 ❑ // 24" x 24" CONC. BLK BASE w/ 16" SQ. CONC COL. 30" SQ. x 24" D CONC. FOOTER w/ (3) #5 EW- TYP (3) PL m FOUNDATION PLAN_ rn 'v e-I IN-,,. ORG WALL RECESS SLAB 4" :—: ❑ ___ ❑ ❑ 24" x 20" -ONC. BLK BASE w/ 6" SQ. CONC COL. 30" SQ. x I 24" D CONC. J —FOOTER / (3) #5 EW- TYP (3) P. SCALE: 1/4" = 1'-0" GENERAL NOTES: FOUNDATION PLAN horizontal reinforcing lapping shall 1. CONCRETE e. a. shall be Class 1. a min. 22". b. shall meet 5" Slump Test. f. protect for reinforcing: c. shall meet 3000 psi compressive floor slab: 3/4" min. cover from top strength after 28-day cure. 1-1/2" min. cover from bottom d. e. Grade floor slab for drainage. Finish concrete with single trowel. footing: 3" min. cover See Finish Schedule for floor finishes. walls: 1-1/2" min. cover f. footing design based on soil bearing beams: 1-1/2" min. cover capacity of 2500 psf *2. REINFORCING 3. CONCRETE MASONRY UNIT a. shall meet ASTM standards for 60 Grade. a. shall be meet ASTM C 90. b, vertical reinforcing shall be 3/4" from b, shall load bearing concrete masonry units. masonry. C. shall meet 3000 psi compressive c. vertical reinforcing shall extend from d. strength after 28-day cure. footing through pre -cast lintels. Grade floor slab for drainage. d. horizontal reinforcing shall be cont. for e. Finish concrete with single trowel. pre -cast lintels over openings. See Finish Schedule for floor finishes. � FIN F �hFIN G (2) # 3" MI 1 BEARING FOOTER SCALE: 1/2" = 1'-0" #5 REBAR @ EVERY W-0" o.c. a @ BOTH SIDES OF ALL MASONRY E ag' SEE PLANSOPENINGS M w O RECESS FTG 4" CONC SLAB FIN FLR `v FIN GR Z X. -" C CONT 3" MIN. COV. MIN. 1,-6" 4" BEARING FOOTER @ GARAGE 3 SCALE: 1/2" = 1' 0" #5 REBAR @ EVERY 4'-0" o.c. a @ BOTH SIDES OF ALL MASONRY OPENINGS E ix SEE PLANS - M w O RECESS FIG 4" CONC SLAB FIN FLR FIN GR 0.1Z\ 5r1 \a R (2) #5 MIN,' - 3" MIN. COV. 2'-0" 4" BEARING FOOTER @ GARAGE SCALE: 1/2" = 1'-0" #5 REBAR @ EVERY 4'-0" o,c. a @ BOTH SIDES OF ALL MASONRY OPENINGS E w SEE PLANS M O RECESS FTG 4" CONC SLAB FIN FLR I 'v FIN GR (1) #5 CONT— / 3" MIN. COV. (2) #5 CONT% 3" MIN. COV. MIN. 1, 6" 4., BEARING FOOTER @ SHOWER 9 SCALE: 1/2" = 1'-0" 4. MORTAR a. shall meet ASTM C 270 standards. b. shall be type M. c, joint type shall be concave. S. GROUT a. shall meet ASTM C 476 standards. b. shall have a min. 2000 psi compressive strength. c. shall meet 8" -10" slump test, 6. SOIL BEARING CAPACITY a. shall meet 2500 psf. *2. Alternate for wire mesh: Fiber mesh made of synthetic fiber manufacturer per ACI 544.I11-82. Fibers shall be a certified suitable replacement for welded wire fabric per SSTD 30-93. FOOTER GARAGE OPENING SCALE: 1/2" = 1'-0" 1/2" FIBER EXP JOINT #5 REBAR @ EVERY W-O" o.c. E @BOTH SIDES OF ALL E MASONRY OPENINGS SEE PLANS o > m 0 iv I CONC SLAB F JOEXI p •-/ /\\/ Z; (2) #5 CONT 3„ a//\j 3" MIN. CqV, MIN.;,���/ /.11_6pl 4" CBE_A_RING FOOTER @ EXT STEP 5 SCALE: 1/2" = 1'-0" 1/2" DIA x10" ANCHOR �. BOLT (UNO) AT 48" O.C. MAX. (7" MIN. EMBED.) ALONG BRG WALL �CONC SLAB . SIN FLR xIn _ `%// FILE COPY 3" MIN. COV. MIN. 4" V-6" 4" (-7 � INTERIOR WOOD BRG WALL SCALE: 1/2" = 1'-0" CONC SLAB > *FIN FLR FIN GR • x.T'°T:'. . (2) #5 CONT� f 3 3" MIN.. QOV, MIN. 10 THICKENED EDGE SCALE: 1/2" O 4-J .01 CL U U LL^ C:o �...� O N in 0) i M N 00 00 n O N CO 00 4-J O N N N 000 ^U , W L D - � N N N 4, Q Q Q L ra a 3 0) 0, -0Q= L L.ro t aJ L � U OLL� EJ,AQ,I U O •- ,-I 7 4r U Z ,� cn to u I, Y_ .N co Q � m aI 6 %D N m 0 U U J J Z a 0 ILL! Q L Z "0 ri Lr) �?� U 0� c ~ 0 Lf) LL Z O U C) U 0 J� l� err � CL 4 J IN I- 0 O d' O n -J U a) u_ N Rev. # Date Proj 07-0261 No. Status Permit Issue 12-Nov-07 Date Sheet Simi Foundation Plan ti✓� N Cp 1p ut O 0 u a a Ch M MN a ¢ a N .--i a ¢ ¢ .--i .-i ,y N a a a a a a ¢ W 0 M 01 03 CJ5 a O E37 E37 yfA E37 EJ7 E]7 E37 II ER EJ7 a N a a (D a a E37 RI GE EJ7 O O E37 N E37 EJ7 ER Q EJ7 ER —� M El P-4^ ER 0 E37 --mvile E37 L MV 4T — C1G C7G C8 C9 ' SLOPE LD m Co m N Co N Co r1 V Co m Lr) tD IN m Co Co m Co E37GE — — 8x1 TIE BE M 8x IE 8 M AB E A VE — E37 EJ7 - EJ7 \N EJ7 El E37 1 a a. iL _ — EJ7T EJ7T SLOPE, - -- E37T 6 E17T EJ7T ra - EJ7T _- EJ 7T E37T _... J V4 EJ7B D1 V8 N c7 D2 - D3 = V A - D4 -- JP 6:12 p D4 6:12 ❑ D4 - w E1GE D5G CJ1V _ D6 01V D7 y1.0 �1Q mrro y ¢ w w ¢ u D8GE u CONNECTOR SCHEDULE Panther Woods (Lot 185) TRUSS ID BEARING POINT CONN. UPLIFT MAX CONNECTOR UPLIFT DESIGN FASTENERS TRUSS ACTUAL UPLIFT Al -A8, A3A Concrete Tie Beam 1240# META 12 7-10dx11/2 502#- 1,196# A3 -A8, A3A Wood Bearing Wall 1000# MTS 16 14-10dxll/2 117# - 646# A9G Wood Bearing Wall 1350# H14 13-8d 1,135# A9G Concrete Tie Beam 1240# META 12 7-10dx11/2 1,160# B1 - B7, B8G Concrete Tie Beam 1240# META 12 7-10dx11/2 202# - 1,212# B3 - B7, B8G Wood Bearing Wall 1000# MTS 16 14-10dx11/2 230# - 554# C1 - C6, C7G, C8, C9 Concrete Tie Beam 1240# META 12 7-10dx11/2 303# - 653# C1 Wood Bearing Wall 1000# MTS 16 14-10dx11/2 326# C10G Concrete Tie Beam 1240# META 12 7-10dx11/2 649# D1 -D4 Concrete Tie Beam 1240# META 12 7-10dx11/2 253# - 275# D5G Concrete Tie Beam 1240# META 12 7-10dx11/2 544# E1 Wood Beam 905# H10 16-8dx11/2 200# E2GE Wood Beam 1260# HTS16 16-10dx11/2 1073# H1G, H2 Concrete Tie Beam 1240# META 12 7-10dx11/2 141# - 563# 1-13GE Concrete Tie Beam 2480# META 12 each end 14-10dx11/2 1863# H1G, H2 Wood Bearing Wall 1000# MTS 16 14-1odx11/2 134#-457# 1-15GE Concrete Column 1240# META 12 each column 7-10dx11/2 1127# K1 Wood Wall 1000# MTS12 14-10d 162# K3GE, K2 Concrete Tie Beam & Column 1240# META 12 each column 7-10dxl l/2 162# - 567# EJ7, EJ7A, ERGE Concrete Tie Beam 1240# META 12 7-10dx11/2 66# - 184# EJ7T, EJ3S, EJ3F Concrete Tie Beam 1240# META 12 7-10dx11/2 111# - 161# 1-1J7, HJ3, HJ24 Concrete Tie Beam 1240# META 12 7-10dx11/2 180#-260# CJ5, CJ3, CA, CAS, CAV Concrete Tie Beam 1240# META 12 7-10dx11/2 4-10d/5-10d-11/2 8.8d 64# - 192# 74# - 400# 38# - 301# V4,V8, V8A, V8B, V9, V9 Wood Truss 405# VCT2 MV2, MV6, MV8S, MV1 Oc, Wood Truss 360# H4 ' NOTE : 1) Use HHETA 16 12 - 10d x 11/2 girder truss is to close bond beam height. 2) Truss to truss connectors located on Truss Manufactuer's drawings 3) All Wood Beams connectors to Masonry Walls use MEMA 3.1201.25 w/(2) ATR 314" x8/18-10d .1, FILE COPY C in NO OdY mam,`.=y3 m�E�3aw� NCN"v .L UI nE:EQ 4-J E.�caT,"MbbU�� W .'.NVCNVii yo amv_c 'cs uo c��3 T ut TmOW"t u..cumi,v, Q CCL@0041� O�COa ON>O Uvv0i±u�ac ¢=v :N3m3 U O u f i O N M 01 N 00 M 00 C) N 00 00 4--J U O N N N 00 Q) �O N N Q 0) n n Q Q L < �a 3 C: t a = 0) -� in C - M fu O N fu o -°Jo -a L n3 i a� L IL O Ln N v L. Qj O 1.0 Z LU T--i LL O E-i,��t U 4, r6 v z to to o U a L N w00 0 u ¢ p p N _ m 0 a } 22 U U J J z LU a O L ul LU L 0 ZI O r1 L! ) O Z) V you- Ln z co U w0 C) 0 U l0 Q LU J 4 J U) f1J r O J O d- O I� U0)LLN o Rev. # a Date Proj 07-0261 No. Status Permit Issue 12-Nov-07 Date Sheet C Framing Plan GENERAL NOTES: PLUMBING 1. Contractor shall field verify location and size of all existing 14. For drainage line for dishwasher use copper type 'DWV' per utilities & water pressure prior to construction. Any ASTM B-306. discrepancies with existing conditions and Permit Documents, 15. All copper pipes shall avoid contact with all other metals & contractor shall notify the Architect prior to modifications. and concrete masonry. If copper water lines run through 2. All labor, materials, and equipment provide by Contractor metal studs, provide protection with metal stud inserts. shall be in accordance with all local & state applicable codes. 16. Install main water cut-off valve and backflow preventer All work shall be installed by a licensed plumbing contractor. where water line enters the building. Install in an accessible 3. Water & Sewer lines shall be capped and sealed to maintain location. Main water valve shall be ball valve and backflow dust free systems. lines shall be free of debris prior to preventer shall be a double check valve. connection of new equipment. 17. For all domestic water shut off valves install ball valves. 4. Piping penetrating any walls and floors shall be sealed. 18. Install pressure balance and antiscald valve (140°F) Any penetration of fire walls shall be sealed with firestopping for tubs/showers. material, where applicable. 19. Install a ball valve at water heater on the cold water line as 5. Piping penetrating the roof shall receive flashing and counter it enters the water heater. flashing. Coordinate with roofing manufacturer. 20. All connections at water meters, backflow preventers, and 6. Provide sleeves for piping penetrating the slab and under- appliances shall be made union joint. ground water piping, with 1" min. clearance between sleeve 21. Install cleanouts every 50' on 4" drain lines and at base of and inside surface and pipe exterior. each vent in accordance with all applicable local and state 7. All insulation and adhesives shall have a composite fire and codes. smoke hazard rating to meet ASTM E84, NFPA 255, and 22. All piping shall be concealed within the walls, chases, UL 723 not exceeding a flame spread rating of 25 and a between floors, and under slab. Provide access panels for smoke developed rating of 50. all concealed shut-off valves. 8. Insulate all hot water pipes with 3/4" thick flexible foam. 23. Coordinate all piping to avoid conflicts with all trades. 9. Insulate or wrap all piping to prevent vibration and sound 24. All plumbing fixtures are located on the plans. transmission caused by water flow. 25. Plumbing layout and plumbing riser diagrams are 10. Insulate all domestic water piping where exposed in non- diagrammatically drawn. Field conditions may require conditioned spaces. Provide aluminum jacket and label modifications to layout for proper installation of piping and piping. fixtures. No modifications shall comprise the design intent 11. All pipe hangers and supports shall be factory fabricated and of the building. comply with all local and state applicable codes. 26. All finished of pluming fixtures shall be coordinate with 12. All domestic water copper pipes and fittings above ground Owner prior to order accessories for plumbing fixtures. shall be type 'L' and underground shall be type X per 27. Owner shall select all plumbing fixtures and accessories. ASTM B-88. Alternate: Wirsbo Aqua Pex Plumbing 28. Fees for permits and other related items shall be coordinated System for water lines. Use copper @ fixture hook up. between the Owner and Contractor. 13. All drainage & vent pipes and condesate lines shall be Schedule 40, Type DWV in conformance with ASTM D2665. 3" VTR '1IL ".. BATH #3 PLUMBING RISER PLUMBING TO SEWER OR SEPTIC TANK SCALE: N.T.S. WC 3 V O - H O N M 0) M N O ON WONO 4..� 0 00 N N U N kD '-4 N N M N :~ N Q Q Q �� Ltwo Q 3 t 1170 O o fo -g 1 L. fotN L 'L O V) U*) U O v7 �zw.�LL O E -i ,� a) t L E'er'_' U U 4-J o u C a N 0 u O r _ Q O " P N s o O U U J J F.. Z W a O J W LLJ L OZS yam- O r, O . U r� �o_J U) z3:wo UMUc < LU J I F_�akD 4.J U-)N��i J Od-ON U0) LLN o Rev. # C_� Date Proj 07-0261 No. Status Permit Issue 12-Nov-07 Date Sheet n 2 n i Plumbing Plan GENERAL NOTES: LIGHTING 1. Contractor shall compare the electrical drawings and specifications with drawings from other trades. Contractor shall report any discrepancies to the Architect. Obtain written instructions for any necessary changes. 2. Furnish and install fixtures as called for on the plans or as selected by Owner. 3. Contractor shall verify fixture type and locations with owner prior to installation. 4. All electrical work and materials to be installed per NEC, NFPA, local, state, and national code. 5. Location of electrical raceways, switches, panels, equipment, fixtures, etc. shall be adjusted to accommodate the work to avoid interferences anticipated and encountered. 6. Coordinate heights of wall mounted lighting fixtures to clear mirriors, cabinets, builts-ins, trim, etc. ELECTRICAL LIGHTING LEGEND $ Switch Single Pole 0 $ Switch with Dimmer 3$ 3 way Switch ❑ Junction Box w/ Fan/Light Fan/Light (Unless noted otherwise) ]-Box Ox Incandescent Recessed Lights (Vapor Barrier) x Q Incandescent Recessed Lights Junction Box Chandelier SCALE: 1/4" = V-0" 0 1 x 4 Fluorescent Light XX Wall Mounted Interior Decorative Light �cx Crl Wall Mounted Exterior Decorative Light xx Q Wall Mounted Interior Closet Light xx ® Wall Mounted Sconce Lighting xx 0 Fluorescent Light w/ Pull String ® Exhaust Fan w/ Light ® Exhaust Fan w/o Light FILE COPY 0 T C 0 U 0 ii C.. " H O N M 0) N fM ON O 00^ 00 a-J O N 00 000 �1V N N 4_J L ro Q o 3 c- rn Q, Q 2 _0 to � F0 M fu O o -0a L ro t (1) L (n V) V OLL0 Z w .-1 u O E -i v t= E UU zU)u4*-J) O u C O v t 0; r' '= iE u N M 0 O O a J a m i h O U V U J J Z LU 5- a O J W L p 0 66 C6 L 4- O � Uwrn O ��M U �o_J Ln z � ' 0 UC)Uo lI W Q LLI r--� Ln F_ 2: 4- J U d- N i J OUrnON C� Rev. # O Date Proj 07-0261 No. Status Permit Issue 12-Nov-07 Date Sheet E2. i Lighting Diagram El El POWER PLAN SCALE: 1/4" = 1'-0" 1 2. 3. 4. 5. 6. 7. 8. 9 GENERAL NOTES: POWER Contractor shall compare the electrical drawings and specifications with drawings from other trades. Contractor shall report any discrepancies to the Architect. Obtain written instructions for any necessary changes. Contractor to verify and coordinate utility service with local utility company. Locate meter and panel as required. Install temporary power for construction as required. All electrical work and materials to be installed per NEC, NFPA, local, state, and national code. Location of electrical raceways, switches, panels, equipment, fixtures, etc. shall be adjusted to accommodate the work to avoid interferences anticipated and encountered. Contractor shall verify switch type and locations with owner prior to installation. Color of cover plates, switches and receptacles shall be selected by owner. Contractor shall determine the exact route and location of each electrical raceway prior to make-up and assembly. Outlets and appliances are shown and located on the drawings as accurately as possible. All measurements shall be verified on the project and in all cases the work shall suit the surrounding trim, finishes, and/or construction. Heights of all outlets shown on the drawings are approximate only. 10. All outlets installed outdoors, bathrooms, and garage shall have ground -fault interrupter circuit breaker or receptacle. All outlets installed in the bedrooms shall have arc -fault interrupter receptacles. 11. Load data and calculations were designed based on information given to Architect at the time of the design. Prior to installation of all equipment verify size of equipment and panel sizes. 12. Electrical system shall be grounded. See Riser Diagram. 13. Outlet boxes shall be pressed steel in dry locations, cast alloy with threaded hubs in wet and damp locations and special enclosures for other classified locations. 14. Disconnect switches shall be H.P. rated, heavy duty, quick -made, quick break enclosure required by exposure. 15. Smoke detectors shall be hard wired (110 volt type) to non-switchable light circuit and shall not be connected into the load side of a ground fault circuit. 16. Smoke detectors shall be located on or near ceiling inside and outside each sleeping area. Verify locations of smoke detectors with the drawings. 17. Smoke detectors shall be 110 volt type, with a test button with battery back-up system and visible "power on" indicator. ELECTRICAL POWER LEGEND xx' xx" Quadraplex outlet Duplex outlet xxx xxx xx' xx° Quadraplex outlet (Ground Fault Interrupt) :Q Duplex outlet (Ground Fault Interrupt) GFI xxx xx° XX.1 Quadraplex outlet (Waterproof) Duplex outlet (Arc Fault Interrupt) xx" AFI xxx xx a Telephone outlet -�DWDuplex outlet (Waterproof) xx' xx' Data Port _6xxDedicated Duplex outlet xx., xx" -­(@G T.v T.V. cable outlet Dedicated Duplex outlet (Ground Fault Interrupt) FI xx'1 _ D/ Disconnect -�WDedicated Duplex outlet (Waterproof) sD Smoke Detector LOAD CALCULATIONS 200 amp PANEL Load Calculations: 2,700 sqft. @ 3.0 VA/sgft. = 8,100 VA Total Panel Load: Garbage Disposal = 900 VA A/C #1 @ 10.0 kw Refrigerator = 1,200 VA 1st 10,000 VA @ 100% Microwave = 1,500 VA Remaining VA @ 40% Dishwasher = 1,800 VA = Range = 6,000 VA Total: Double Oven = 6,000 VA 30,680 VA Dryer = 5,000 VA 240 V Washer = 1,200 VA Water Heater = 5,000 VA A/C #1 @ 10.0 kw = 10,000 VA Sub -Total: = 46,700 VA Total Amps required: = 127.83 VA Summary: Install a 200 amp service meter, with (1) single phase 120/240V 40 ckt 200 amp panel. Coordinate meter and panel with local utility company. RISER DIAGRAM = 10,000 VA = 10,000 VA = 10,680 VA = 30,680 VA 127.83 amps O I (2) 4/0 AL, (1) 2/0 AL2" CONDUIT'pY METER200 AMP AMP i / 1200 AMP NEW #4 CU GROUND ROD ELECTRODE 8'-0" BELOW GROUND 0 U OLL 0 � H O N M O N M M pl N 00 Z3 00 ON r� r� Woo 0 � N N U O '_1 N N 4_5 � a N N i L ro Q To 3 c rn Q = � .° N M O o ra v -g L. ra t N L (n v L.Zw,-1� o kD L O E.i� Q) t E��+'M U v N M 00 r i O Q 0 Q L� o � 0 U J J Z LU 5- a 0 W � o old L Z 4. O ,-4 W Ln O >>d U ne C� �rLL Ln Z � ,o UC)Uo r� JQ0LU �2: Ln (!) rJ J O�Or\ UrnlLr\ O Rev. # O Date Proj 07-0261 No. Status Permit Issue 12-Nov-07 Date Sheet C l i SCALE: N.T.S. Power Diagram D ~' u I q Y � 9 �- 2t I �. v" 26 0 N N' CLOSET 7r0" 7 0 �\a. /F411 CLOSET ----- / 5080 6�- i a \ 1 i 1 r o� 0 IN 9.4 FLAT COEILIN6 OI 0 13'-O" p�l H i f- K CO o iN , � (LAUNDRY 0 — ER CA@P _ I 4 H Dryer ash W � \_�BOLLARDS STORAGE g i i STARS IN ATTIC AREA) &AGE OVER GARAGE 4650 SH A .6" COLUMN — u a 25 $H 15'-31/2" _,.IVklVF !_ z p�'yy ( O 10x1cx I L9 ffCA o 0 Y�KITCHEN CATHEDRAL CEILING 25 ARCH OPG. 4ARCH OPG.t XPan" �iHALLCLO ETrr 1 ��AA7� '' 3080 !� DINING ROOM CATHEDRAL CEILING j � I i TOP ® 11'4" _ PRE -CAST LINTEL ABOVE15 I SH W/AR(��) D -0 ❑ 35 W/ARCH (SEE DETAIL FOR ARCH FRAMING) r �© E I I i 0 O II V-10 13/16" I q 0 Tn k I �'I e I L Ir [9 C? ❑ ❑ o 00 ❑ Z -o y 'a El I � I I I I ql 'X I m GLASS s PORCH Vim•..— . LIVING ROOM I _. _„ CATHEDRAL CEILING ��fy!O c I I BEDROOM o �1, I I �,TRAYCEILING m I I o I o o IN 3 X a-o" p 8'-10" NICHE, q, �'�W/A0.' W tw \i CLOSET �Df1�7m 7 ATTIC ATTIC ACCESS ` / S= Ol 6._9 -.—.`-(2)3080W/ARCH ❑ El_—.❑ MC T-10' - SDI r..— ..._— �I ENTRY ^ 12' CEILING ' _ 13 �O -' 16- SQUARE BLOCK COL ' M M N 'a —C1-OSEf? - "i y . �2 y N I. M TER`1 MC (���II -- IN BAT E]I —DROP CEILING `{ (t f� kLAI DOOR i FOR SHELF �O 2'-0❑ -f N (D3 72 x 2 FIBERGLASS p 4650 SH OBS ` ❑ W/ARCH O� � 5" COLUMN J , SCALE: 1/4" = 11-011 VARIES ARCH OPENING CEILING U N e Q Q ® LL lid LL 1 0 0- I�"/'� VI SCALE: 1/2" = 11-011 RECESS -IGHT - ARCH @ FRONT- —} OF VANITY z SHOWER Uj MIRROR --- CO 0 _ 001 J I I LU - —� U I NT. @ MASTER BATH INT. @ KITCHEN SCALE: 1/2" = 11-0" FILE COPY SCALE: 1/2" = 11-011 r� 0 U Ou Hore)0) N M M I\ Op M 00 ON 00GO ,�, oN NN U IDr �N Q� Q Q r r: L L � a C 0) T� �o ¢ _ / f V L O 5 � Z V-4 O E J ,-1 aI L_ E U U z�In n O c O � N O a o o m N 1�0 O Q Q N U U J W d. 0 W ui co O ULn we } O D U ®u_ ®®W® U�LU�dd J< W r" Ln �2:0-1D N O ® _J rn®r-, C� Rev. # O Date Proj xx-xxxx No. Status Permit Issue 03-Oct-07 Date Sheet A2 . 1 o Floor Plan �6'5" { 8'6"- SPAN - 21'4" - SPAN 23'4" M A REPRESENTATIVE OF TJ TRUSS CORP 7GE 7 7 7 7 EJ7T EJ7T EJ7T EJ7T EJ7T EJ7T EJ7T EJ7T EJ7T 7 G T VIv TYPICAL E ROOF PITCH 12 6 5 �� 2 HEEL 2, HEIGHT 4"3 0 NO DETAIL CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD, oRflI m OP"CMD (REVIEWED IS NOTED O REVISE AND RESU MIT ARCHITECT I LAYOUT DRAWN FROM PLANS LASS" DATED 1119120n7 24" SQUARE OVERHANGS {--l- 2' -al IMPORTANT NOTES TJ TRUSS SUPPLIES ALL STANDARD TRUSS TO TRUSS CONNECTORS FOR GRAVITY LOADS ONLY. ALL UPLIFT CONNECTIONS ARE BY BLDR. ALL DRAWN WALLS ARE BEARING WALLS UNLESS OTHERWISE STATED. ALL UNDERFRAMING OF DROP CEILINGS AND FINISH FRAMING OF SPECIAL CEILINGS IS BY BUILDER. BUILDING DESIGNER RESPONSIBILITIES: TO PROVIDE A BRACING PLAN FOR THE STRUCTURAL INDEPENDENT OF TFIE INDIVIDUAL TRUSS BRACING REQUIRMENT BRACING REQUIRED BY THE INDIVIDUAL TRUSS COMPONENTS IS TO OVERCOME BENDING OFN SPECIFIC COMPRESSION MEMBERS DUE TO GRAVITY OR WIND LOADS AND SHOULD NOT BE CONFUSED WITH THE BRACING REQUIRMENTS OF THE BUILDING STRUCTURE. TJ TRUSS DISCLAIMERS: FOR ANY CONFLICT BETWEEN THIS SETTING PLAN AND THE INDIVIDUAL ENGINEERED DRAWINGS, THE INDIVIDUAL ENGINEERED DRAWING WILL TAKE PRECEDENCE. DO NOT CUT OR ALTER ANY TRUSS WITHOUT CONSULTING A DESIGNER AT TJ TRUSS FIRST. ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE FOR THE COST OF THE REQUIRED ENGINEERING DESIGN AND REPAIR OF THE TRUSS. NO BACK CHARGES WILL BE ACCEPTED UNLESS APPROVED IN WRITING BY AN OFFICER OF TJ TRUSS CORP. FAILURE TO SEEK THE RESOLUTION OF A PROBLEM UNTILL AFTER THE ROOF IS SHINGLED OR THE DRYWALL IS INSTALLED SHALL CONSTITUTE ACCEPTANCE OF THE PROBLEM BY THE CUSTOMER AND THE CUSTOMER SHALL BEAR TOTAL FINANCIAL RESPONSIBILITY TO RESOLVE THE PROBLEM. CUSTOMERS RESPONSIBILITY PROVIDE AND INSTALL ANY AND ALL PERMANENT BRACING REQUIRED BY THE TRUSS DESIGNS. PROVIDE A SUITABLE UNOBSTRUCTED AREA TO UNLOAD TRUSSES. TO ERECT ALL TRUSS COMPONENTS IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE PUBLICATION BCSI AND TO SEEK PROFESSIONAL HELP AND ADVICE ON ANY QUESTIONS PRIOR TO THE ERRECTION OF THE TRUSSES. IIWIND SPEED = 140MPH EXP "B" DESIGN CRITERIA: ASCE- 2002 TCLL: 20 TCLL: TCDL: 15 TCDL: BCLL: *10NCC BCLL: BCDL: i9 BCDL: TOTAL: 46 TOTAL: ALLOWABLE INCREASE 1 -25 ALLOWABLE INCREASE DRAWN BY: J13 VCHECKED BY: DATE: 11/07/07 APPROVAL IS NEEDED WEEKS PRIOR TO DELIVERY DATE YOUR SIGNATURE WILL ACKNOWLEDGE (1) AUTHORIZATION TO BEGIN FABRICATION (2) VERIFICATION OF DIMENSIONS PITCHES, HEELHEIGHTS, OVERHANGS, ETC. (3) TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT! ❑ APPROVED ❑ APPROVED AS NOTED II SIGNED DELIVERY DATE R***. DELIVERY ADDRESS: TROD ORP 2900 INDUSTRIAL 33RD (4 FT. PIERCE, FL. 34946 ® (772) 466 - 3388 SPANNING THE DISTANCE - WITH PEAK PERFORMANCE MCCDO06 >a .•_ ,'�t��4� jog #70892 LT i `` •• NO.3 6 9 LICE % •• CUSTOMER: COASTAL CONST. & DEV. NOVr 1 2007 's PROJECT: LOT 185 STA OF OWNER: FLORIDA • ADDRESS: CONIFER COUNTY: ST. LUCIE