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HomeMy WebLinkAboutPLANSO O N O O U F � Q i.. U O a Drawin Tl Al - A2- A3- A4 - New Residence Index: For: ON I S Expectations too ElevaElevation1ViC1V Title Sheet Floor Plan, Window /Door Schedule Elevations Elevations /Building Sections Foundation Plan A5 -Roof Framing Plan A6 -Wall Sections A7 -Details A8 -Details A9 -Electrical Plan A10 -City Schedules All -Truss Connections ��CS cal I3 THESE PLANS HAVE SEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. � o I U p ml� V (j® q. U •= 0 O O •O �+ O +�+ Z CL •- ti aw L NC)UL 1 �ZED BY St. Lucie County >I CLASS CODE# 37 a DATE 07-04-06 A -(SHEET a a T 1 DOOR SCHEDULE id type width height pressure remarks 01 D1 2Sidelight 81 3' 8' 33.0/44.0 weatherstrip w/ threshold and 2 12" sidelites 02 D2 81 5' 8' 03 D1 Int Door 81 3' 8' 04 D1 Int Door 81 2'4" 6'-8" 06 D1 Int Door 81 2'4" 6-8" 07 D1 Int Door 81 2'-4" 6'-8" 08 D1 Int Door 81 2' 6'4" 09 D1 Int Door 81 2' 6'-8" 10 D2 Sliding 81 5' 8' 31.6/-39.8 tempered 11 D3 Sliding 81 8'-10 1/2" 8' 30.0/-36.7 tempered 12 D3 Sliding 81 8'-10 1/2" 8' 30.0/-36.7 tempered 13 D1 Int Door 81 3' 8' 33.7/44.0 s.c. / weatherstrip 14 D1 Int Door 81 2'-4" 8' 15 D1 Int Door 81 2'-8" 8' 16 D2 Sliding 81 5' 8' 17 D2 Sliding 81 5' 8' 18 D2 Sliding 81 5' 8' 19 D1 Int Door 81 2'-8" 8' 21 D1 Int Door 81 2'-8" 8' 22 D1 Bifold 81 2'-6" 6'-8" 23 D1 Int Door 81 2'-8" 8' 24 D2 Sliding 81 6' 8' 25 D1 Entrance 81 3' 8' full louver 26 D1 Entrance 81 3' 8' 27 D1 Int Door 81 2'-4" 8' 33.7/-44.0 s.c. / weatherstrip 28 D1 Garage 1 81 16' 8' 30.0/-36.7 140 mph bracing A D SemiArch Opening 5'-5 1/4" 10'-8" --- --- A D Arch Opening 3' 8' --- --- A D Arch Opening 2'-8" 8' --- --- A D Arch Opening 2'-8" 8' --- --- A D SemiArch Opening 8'-8" 10'-8" WINDOW SCHEDULE id type width height head pressure remarks A W Single Hung1 81 4'-5 1/8" 6'-2 1/4" 8' B W Single Hung1 81 4'-5 1/8" 6'-2 1/4" 8' C W Arch Opening 4'-5 1/8" 1'-7" 9'-8 1/2" --- --- D W Arch Opening 4'-5 1/8" V-7" 9'-8 1/2" E W Arch Opening T-5 1/2" 2' 10'-8" --- F W Single Hung1 81 2'-2 1/2" 5'-3" 6'-9" TEMPERED G W Fixed 81 6' 1'-9" 8'-8" H W Fixed 81 5' 1'-9" 8'-8" I W Fixed 81 5' 1'-9" 8'-8" J W Fixed 81 6' 1'-9" 8'-8" K W Single Hung1 81 2'-2 1/2" 5'-3" 6'-9" TEMPERED L W Single Hung1 81 T-1" 5'-3" 8' M W Single Hung1 81 4'-5 1/8" 5'-3" 8' N W Fixed 81 9' 1'-4" 10'-1" O W Fixed 81 9' 1'-4" 10'-1" P W Fixed 81 T-1" 2'-3" 10, Q W Fixed 81 3'-1" 2'-3" 10, R W Fixed 81 3'-1" 10, S W Fixed 81 4' 1'-5" 8' GL BI K T W Single Hung1 81 T-1" 5'-3" 8' egress U W Single Hung1 81 T-1" 5'-3" 8' egress V W Single Hung1 81 T-1" 5'-3" 8' egress W W Fixed 81 4' T-5" 10'-8" GL BLK X W Single Hung1 81 T-1" 5'-3" 8' egress Y W Single Hung1 81 4'-5 1/8" 4'-2" 6'-1" Z W Arch Opening 4'-5 1/8" 1 V-10" 8' --- DIMENSIONING PRIORITY TO UNO: - CONCRETE SLAB EDGE - EDGE OF CONCRETE BLOCK - EDGE OF STUD (FRAMING) - TO FINISH AS NOTED TO ALIGN OR CLEAR OPENING - TYP. TO ALL COL. CENTERS LINO INTERIOR DOORS PRIORITIES: - LAYOUT OPENING MIN. 4" FROM WALL CORNER (ALLOW PREHUNG FRAME & CASING CENTER DOOR AS INDICATED SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SQ. FT. FOR GROUND FLOORS, 5.7 SQ. FT. FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24"H OR 20"W SILL NOT MORE THAN 44" ABOVE FLOOR. -04l3 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO NC REVIEWED BY SGt+ DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE THIS WINDOW SAFETY OR TEMI THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE WINDBORNE DEBRIS PROTECTION IMPACT RESISTANCE GLAZING (Int.) A/C AREA: REAR PORCH: FRONTPORCH GARAGE: TOTAL: 2758 SF 343 SF 97 SF 470 SF 3668 SF M 12" DIA COL BLKW/ 2- #5 VERT. W/ 16" X 16" r, BASE r- I Ii 5-3 1/2" MBHA3.56/ 1.8 in 10 BM BACKE d- i , �r M 1' DP BOX TRAY I MASTER BEDROOM O 21-8 1 COVERED PORCH I 0 LIVING ROOM a ipl i4�1 - t • • : ••:• •• ram•;, i� � _ _ 041 #5 ERT N BM BACK AL GN W/ EJ, THIS WINDOW REQU SAFETY OR TE..MPERED 13'-11" L.V-2" 4'-1" THIS WINDOW REQ SAFETY OR TE VLPERED G SS S 5/8" 5'- /4" 0 iN 15 rn m 4" THK CONC STOOP 14 7 3 e 0. 1 P Q R M 9'4 CLG 12'0 CLG 01 4'-10" I— 1' DP BOX TRAY BEDROOM 4 II — T-4" DP BOX TRAY I— 1' DP BOX TRAY 6 toI1/2.. FAMILY ROOMEEDROOM 3 B' I 1 /A4 II I L----------- 39 3" X 3" 'X'STRONG S 'L 245 VERT PIPE COL .19 (1 EA CELL) 9'-4" T.O . COL CE TE FILL SOLID _ 012'0 CLG I ' a• 9'4 CLG A ARCHE 11 NITCH CASED RCH ---- PN'G ------------ LI a. I I KITCHEN a 12'0 CLG JN�G 9'4 C2 X 6 12"OCBR'G-0N RY CH WALL W/ BLK'G MID OqqSPAN (12'-0") ^V-4 DINING ROOM ALIGN FIN 1' DP BOX /T1TRAY �16 2.Z5- — — hNN ii li•4 O � • %•� O p�; �:O•� • • it :�: %:� • • 1 1 I �II • I.I 1 :• ALIGN FIN IOi Egli hii 7�,•0: BATH N 2 0 1 DP BOX TRAY I BEDROOM 2 w 32 X 6 STUDS GANG \ <I ALIGN UNDER GIRDER 1 3 W/ HD5A �G 2 X 6 16"OC BR'G WALL W/ BLK'G MID SPAN (9'-4") 22" x 52" ATTIC ACCESS ,:; KII • e:' �?6? • 1 /A3 SEE SITE PLIAN I I O CONC WAL THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 7 2#5 VERT (1 EA CELL) FILL SOLID A/C PAD W GAS WATE HEAT[ REQUIRES 4" THK CONC STOOP 2'-1 - — J R19 TT 27 INSU 9 o I \ I \ Im�JJ Q Z W W FLU m zz Q(9 12F-X I (D'z b toLLI D_ I v eo 8�: Lu lY a 7 bo (L 0 I 1 I / \ 4 I II / \ \ ofLJL.I� \O �QOW� 2C9\ � Uj < LL I C IL _ _N �LLW0 , C DRIVE SITE PLAN a b E o 6 o � 5 4 � U 0 o � i U v 0 o a � v y O a � o FI v C , = OO r. G±�+ d 3: LL O d �+ V :CL. Z •°' co j d a a w L N 0) LL 1 CLASS CODE# 37 THESE PLANS AND ALL PROPOSED WORK w 10'_67/8" ARE SUBJECT TO ANY CORRECTIONS O DATE 07-04-06 REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. " SHEET HALF 12" DIA DECO COL a APP QUE TO WALL ONLY el CONCEALED FASTENERS OR ATTACHMENTS o ARE THE RESPONSIBILITY OF THE Al Floor Plan CONTRACTOR OF RECORD 4 114" = 1'-091 FILE COPS' FL SLAB 9 FI HIGH PROFILE' 12 s SPINISH "S' TILEn 6 .a d VkVk-vkvkv l>t!LlVk-Vk-Vk-V!lVk-V1 VA--tik1wk-Vll><!klVk-Vk-Vk-> kVk-VA--V0!1y! Wk.,V �!ly!1y!1y!1�!1y!1yt��l�!ly!1y!lv.1ti!l�>!l103--!J-LV_l><!llti�l>t! 0 V Wily>!ly>!ltialti>!l1V>!l k-VJNVftk-lu_lWR1Y11ti1111�111YlllV�l1V1►lul►lullliullllulluilluRluitill►�. r r r r r -r -r BRAG �u 3 0 PRECAST CONC 3" BULLNOSE SILL SM S UCCO—� DECO COL rn WRAP / TRIM RAISED STUCCO V"�ST CO 5" RAISEDSILLTYP STUCCO�� BASE W/ SLOPE ( ) TOP SLAB o 0'-0" FIN. SLAB TEXTURE STUCCO $ id PRECAST CONC 3" BULLNOSE SILL DECO COL WRAP / TRIM SM --� STUCCO HIGH PROFILE SPANISH "S" TILE HIGH PROFILE SPANISH "S" TILE M Left Elevation 114" = 1'-0" W/ 12" DIA COL W/ STUCCO FINISH Rear Elevation (1OF2) 1/4" = 1'-01 1 12 �6 TUCCO 1'-4" i■ LO PATIO SLAB n CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 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. RAISED STUCCO BASE W/ SLOPE TOP Em e vq.50 4 N V w o O Gi §� 0) �: LL 0 Z Q A) Q W c) U. Lr) z 0 CLASS CODE# 37 DATE 07-04-06 c SHEET TEXTURE STUCCO 20" x 20" CMU BASE (1 OF 2) 16" DIA COL. W/ STUCCO FINISH TEXTURE STUCCO Front Elevation 1/4" = 1'-0" DEC. TAPERED COL. SEE 1 /A2 A2 FILE COPY E P q p ,P P P 0 P p P V v v . P. P ° P P P P o' P v P o P P P P P P O ' P P 2 # 3 J STADS 12" EMBED 12' IRDER TRUSS —� I I OR LVL I I I 3 11/4" I 3 5/8" Ij, 4" 3 5/8" I I I I I I I 3" = 1'-0" 14"___� OVERHANG T'L PLATE 1] HIGH PROFILE'S' CONC TILE 30/90# FELI7HOT MOPPED 5/8" CDX PL YWD R- 19 BATT INSUL WD TRUSSES 24" O.C. BY FL ENG. // TRUSS MANUF. 5/8" GY`'BD 'TRUSS ANCHOR HETAL 20 EA TRUSS UNO 2 X 6 FASCIA 1 X 3 W TRIM W/ GALV DRIP CONT. VENTED ALUM PANEL SOFFIT 8" CONC 'U' BLK AND 8" 'H' BLK W/ #5 BAR CONT IN EA COURSE STUCCO SM. FIN. 3/4" THK) 8" CMU W/ H) #5ORIZ. EINF. @ 16" 0VERTMIN SOLID GROUT 48" O.C. SEE PLAN FOR LO(rATION R-4 FOIL 1/2" GYPBD. #5 DOWELS W/ 6" 90 DEG. BEND AND 30" EXTENSION MONO CONC. FT'G - - SEE FOUNDATION PLAN. 1 1 /2" (V BR�'G .I BRIG TEXT l RAISED STUCCO BASE W/ SLOPE TOP 1 3/4" 1/4" ST'L PLATES W/ CONT WELD r NOTE: ALL BOLTED CONNECTIONS SHALL BE WITH 5/8" DIA GALV. THRU BOLTS, WASHERS AND NUTS 4/A6 HOUSE NUMBER HARDI B PANEL APPLIQUE GAR SLAB PRECAST CO B X 8 PRECAST LINTEL WI o STUCCO FIN AND DRIP 0 8 &W MR_J °. GYPBD FIN TIGHT u 'C LINTEL LINTEL U �tl U O (; 5 0 U O V U ALIGN AT COL CENTER FIXED U� WINDOW UNIT WI 1 X 3 PT rA V BUCK SET IN VULCAN MASTIC AND TYP. ANCHORS v FIBERGLASS DECO COL WRAPRETTED CORNERS SEE SEE ELEV u CONT. POLYURTHENE SEALANT ALONG WINDOW • . h O FRAME CD CD C.T. SILL WI BULLNOSE AND PRE CAST CONIC v N 1)° SLOPE MIN COL APPLIQUE TO l N ALUM FLASH'G UNDER CMU WALL v WINDOW FRAME SET IN MASTIC EA SIDE „ h N SILL WI IO°SLOPE MIN v Q $v W c APRECAST Z p Q 3 n • a � z 1/4" DIA SS PIN U) a d DRILL ANGLED& Z ❑ EMBED 6" MIN W/ aM Z EPDXY GROUT COILUNITCENTER COL CENTER FIXED ALIGN FIXED w I ' P. � WINDOW 1 X 3 W BUCK SET IN VULCAN MASTIC � M AND TYP. ANCHORS FIBERGLASS DECO COL �- w Iv WRAP W1 RABETTED CORNERS SEE ELEV u z �i fY6i BASE TRIM BELOW 4' 4" 8 X 8 CMU COL FILL SOLID o W� 1 OR 2 M VERT- SEE '- O ^ ♦+ PLAN • • '� \ P 0 O BLOCKING OR FILL FOR $ V N 81 ABLIZING WRAP O i l2" GONT. POLVURTHENE ALONG WINDOW FRAMENT n F O 2 Decorative Column Wrap Precast Column Detail 1� 1 1/9" = 1 -no, 1" = 1'-nvv HIGH PROFILE SPANISH "S" TILE RATS STUCCO BASE /SLOPE TOP A/C SLAB 8"X8"GLBLK W/ STUCCO WRAP F— 5" RAISED STUCCO SILL (TYP) 12 �6 TEXTURE STUCCO Building Section 11411 = 1'-011 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY GELD INSPECTORS THAT MAY BE NHCESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSISIU N OF THE CONTRACTOR OF RECORD Right Elevation 1/4" = 1'-011 m-w FIN. FL V OO N V � w o C 4) •� ai 3:LL _C .�..rr O ci (D a j a ZCL•0ti Qw CO�w CLASS CODE# 37 a DATE 07-04-06 SHEET A3 TYPICAL WALL SECTION SCALE 314„=1'-0„py�t 3" X 3"'EXTRA STRONG ST'L C 10" X 10" X 1/2" ST'L BASE PLA STEEL COL BASE PLATE L� 3 PLY GIRDER TRUSS -----I--> I I I SCALE: 1 1/2" = 1'-0" 1 1 1 1 5" I 1 1 I I I I ILATI .FZ?A T'L C INTERIOR STEEL COL TOP BUCKET SCALE: 3" = 1'-0" 3" X 3" 'EXTRA STRONG ST'L COL 10" X 10" X 1/2" ST'L BASE PLATE W/ BITUMINOUS COAT'G RECESSED IN CONC. FOR FLUSH FL FIN. FULL/CONT. 1/4" FILLET WELD TO COL. 4 3/4" DIA. X 9" A.B. W/ NUT & WASHER STEEL COL BASE PLATE SCALE: 3" = 1'-0" Interior Steel Column No Scale FOOTING SCHEDULE ALL DIMENSIONS AND SIZES ARE MINIMUMS TYPE DESCRIPTION T.O.F. 16" x 16" CONC MONO FT'G W/ 2 • #5 CONT LAYER 6 X 6 10/10 FIBERMESH a 16" x 17" CONC MONO FT'G W/ 2 • #5 CONT ®a LAYER 6 X 6 10/10 FIBERMESH eenRiNcw 18" x 16" CONC THKN SLAB q w W/2-#5CONT 1'- " co 8" x 8" CONC THKN EDGE W/ 1 • #5 CONT. 8" x 14" CONC THKN SLAB ® e, v W/ 1 #5 CONT fee^Ri"G w L 16" x 14" CONC THKN ©� SLAB FT'G W/ 2 #5 CONT L� L 12" x 14" CONC MONO FT'G 3/4" RECESS W/1 #5 CONT : ® LAYER 6 X 6 10/10 q FIBERMESH o 3" CLR BOTT 12" x 14" CONC THKN a e SLAB W/ 1 #5 CONT 0L 36" x 36" x 12" W/ 3 #5 _ o D �* EACH WAY D - 1 ALL STEEL GR-60 IG W/ IRD R A/C AREA: REAR PORCH: FRONT PORCH: GARAGE: TOTAL x x o° o° 0 0 0 ----------- --- -�-- F---------- - -- --f 6 _< r- 1 I 0 1 r I I I I 3/4" X 8" SL IDING I I GL DR RE ESS 1 I I 9'-4" 3'-8" I I I I I ih I I 0 0 0 0, 4' 1 a 1 r————— — — — --O B � i I I I o -50 I ° I 1 --------J I 10 1 0 0 0 0 1 I ° J 1 3/4" X 8" SLIDING A 1 GL DR RECESS 9'-4" 3'-5" 10 I 0 1 1 Cl- I I I I I 1 #5 DOWELS @ VERT. REINF. AT OPN'G .IAMB 1 AND 4'-0" O.C. MAX I I o I I I I I I o . NEU l8"x60"X4" ;ONC SLAB SLOPE 1" n 0" I O O O O O — — — — — — — — — — — — — — — — r � I I ° I I I O 1 ° I 1 I 1 I I I 0 1 I 1 0 0 1 ------- - - - --o --o 4" THICK 3000 psi CONC. SLAB W/6"x6" 10/10 FIBERMESH ON 6 MIL. VAPOR BARRIER ON CLEAN 95% D.D. COMPACTED TERMITE TREATED FILL MINIMUM FINISHED FLOOR ELEVATION SHALL BE 18 ABOVE CROWN OF ROAD I OR HIGHER AS MAY BE NECESSARY IN ORDER TO MEET FLOOD ZONE AND OR HEALTH DEPT REQUIREMENTS, TERMITE TREATMENT REQUIRED 101, � I I I I o r- 7 I 1 ® I I 1 J 11 x 11 x 1 1/2" COL. PLA RECESS (TYP) O POOL EQUIP O CONC, TERMITE I I I 0 I I I I I I 0 I a 1 �O I o o I rJ I 3' WIDE I EXTENTION L ° 1 0 I I I I o I I �O I I c I I I I . o 0" 21'-6" I 0 r- --------- - - - - -- I I 1 42" x 48" X 4" L-- - - - E - I I o CONC SLAB ------ J IA/C I COND I I 0 I � I O ] _0 I 80 I - _ I O I I 011 o I — — — — -- ---� I ° ° 11 I I I I— — — — — — — — — — — ---J 0" L———— —� ---- N 0 0 0 0 0 o I I %A ' I A 0 0 1 0_ I w I 0 I I 1 I o 0 I I +--Vl - - - - - - - I 0 ° F6' 1 I II II I M 01 T-7 4/-1, ° 0 02 #5 OWELS AT *NERS 8"W X 6"D CURB ON 16" X 14" FT'G AT SHOWER RECESS SEE WALL SECTION CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD I—_d+--------- BR'GCOL- --------------0) >I I I I HOLDDOWN 1 I I I I 48" x 60" X 4" I CONC SLAB I I I 0 I I I I SLOPE 2" I I I ° 1 zo I I 1 I I I I I I I 0 I I I TYPICAL: p I I ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND ¢U' Ui CORNERS USING CORNER BARS v u� o W/A MIN. LAP SPLICE OF 30" Cl) I I I I I I L----------------------------- - - - - —I 0 0 0 0 0 0 0 0 0 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, Foundation Plan E v0 L) 00 0 0 4) ■O N LL 0 i 0 }0 V CL Z a w N 0) L° J i CLASS CODE# 37 DATE 07-04-06 r s SHEET a A4 1 /411 = 1'-01, FILE COPY O L6 r- rn N M N O M 12-4 19-3 26-0 M 64-0 13-3 18-10 8-8 25-8 WE M 1 no r. w i 0 M N M O <M 'r N N 13 93 73 53 33 13 0 00 00 N N 3 3 iA SA 1 0 N I CUSTOMER: J CHERRY & SONS INC. PROJECT/RESIDENCE: J37 MODEL: EXPECTATIONS C SL DATE: 03/10/06 SCALE: 1/4" (8.5x11, 11x17 N.T.S.) TRUSS DESIGN BY: BFM CAD DRAWN BY: BL/BFM PITCH: 6/12 O.H. / CANT: 16" SQUARE RF/FLR LOADING: 55 # TILE WIND SPEED: 140 MPH, 3 SEC. GUST WIND DSGN METHOD: ASCE 7-02, C.C. & M.W.F.R.S. EXP. CATEGORY: B OPENING COND: ENCLOSED OCCUP. GROUP: RESIDENTIAL OCCUP. CATEGORY: II BLDG CODE: FBC 2004 EDITION REV DATE: TYPICAL END DETAIL (SOME CONDITIONS MAY VARY) 6 1�2 d 16" ANCHORAS SPEC'D BY ARCH/ENG OF RECORD. PLATE m1110�IILmoom ------------ PLATE HGT.=12'0" O COLUMN HGT.=10' 8" O COLUMN HGT.=8' 4" COLUMN HGT.=9' 4" COLUMN HGT.=9' 7" 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 SPACE COAST TRUSS, INC. ** SATELLITE DESIGN OFFICE ** 201 S.W. PSL BLVD, SUITE 202 PORT ST. LUCIE, FL 34984 PHONE: (772) 873-9029 FAX: (772) 873-9870 F CD' w v1 0 o M UNN N Un v0 o as 3 4.0 O i d c� Z Q 2 ja 1�• Q W N CD 1i a CLASS CODE# 37 DATE 07-04-06 SHEET o A5 T 0 U M FILE COPY 2 • 18" LVL MI( 2 X 4 BLK'G 1/ STUCCO FIN ( 1/4" AT BOTT ATTACHMENT FOR DEFLECT 2 X 6 WD. FA! AND 1X3WD GALV DRIP C STUCCO FIN 1 X 12 EDGE PRECAST ST( TRIM TEXTURED S' 12'-0" FIN FL POR FI 4 REAR PORCH SECTION 3 REAR PORCH SECTION A6 314"=1'-0" A6 3/4.1=11.011 -IIGH PROFILE'S' CONC TILE 30/90# FELT/HOT MOPPED 5/8" CDX PLYWD ND. TRUSSES 24" O.C. BY FL. ENG. W/ TRUSS MANUF. -1I RIBBED FELT BACK LATH 3TUCC0 SOFFIT 'ORCH ROOF BEYOND 'RUSS ANCHOR / SEAT 1ETAL 20 EA TRUSS UNLESS JOTED OTHERWISE X 6 WD. FASCIA WD1X3WD. TRIM 3ALV DRIP CONT. X 4 FRAM'G 24" O.C. W/ 'TUCCO SOFFIT K FIN FOR TRIM BAND LVL MICROLAM BM W/ LK'G 1/2" PLYWD AND ;O FIN (EXTEND BLK'G BOTT AND MIN HMENT FOR BLK'G EFLECTION) IST STONE COL WRAP AND 'RIM :O TEXTURE FIN. ON 6" CMU GROUT VD BOTT STUCCO _E TRIM 6 X 6 / 1.4 X 1.4 FIBERMESH (DOUBLE 36" WIDE PERIMETER) MONO. CONC. FT'G SEE FOUNDATION PLAN. FIN FL 2_`\ ENTRY PORCH SECTION 31411=1'-011 IGH PROFILE'S' CONC TILE 0/90# FELT/HOT MOPPED /8" CDX PLYWD JD. TRUSSES 24" O.C. BY FL. ENG. W/ TRUSS MANUF, I RIBBED FELT BACK LATH TUCCO SOFFIT BUSS ANCHOR / SEAT X 6 WD. FASCIA 41D 1 X 3 WD. TRIM ALV DRIP CONT. FUCCO SOFFIT O.C. 1/2" PLYWD AND FIN TRUSS 2 PLY COL BLK W/ STUCCO FINISH ) TEXTURE FIN. ON "CMU ROUT D BOTT STUCCO TRIM X 6 / 1.4 X 1.4 FIBERMESH DOUBLE 36" WIDE PERIMETER) vIONO. CONC. FT'G SEE FOUNDATION PLAN. elk911 elk Crown Profile 3„ = 1'-0„ 0 0 N O O QU � Q U °c O � V O ti O U yy U ♦+ L6 � U o .s1 u h q O_ O O d N 1 N V o .r 3 c d a g r s F M a w o v CIO ° a � O U vOi 0 O O rl F ASPHALT SHINGLES 30# FELT -PLASTIC TAG 5/8" CDX PLYWD R- 20 BIO-BASED SPRAYINSUL 2 WD TRUSSES 24" O.C. BY FL. ENG. W/ TRUSS MANUF. W/ ,7 6 EXTENDED CL'G FRAM'G MR 5/8" GYPBD TRUSS ANCHOR SEE CONNECTOR SCHED NO9EE 8 x 8 PRECAST LINTEL W/ #5 CONT. (MITER AT SHORE FOR LND CORN FILL) STUCCO HEAD DRIP AND O 1'-4" RETURN = C O OVERHANG ■N •O 0 EL SLOPED PRECAST WINDOW 0 L SILLS EA SIDE SOLID CONC FILL SILL W/ #5 ai J a Zg•,`� cq aW cn a �° 0 z STUCCO SM. FIN. (3/4" THK) 0 m 8" CMU W/ HORIZ. REINF. @ 16" O.C. (MAX) #5 VERT IN SOLID GROUT @ 48" O.C. SEE PLAN FOR LOCATION. TAILOR SRAY FOAM INSUL. IN ALL CELLS ((EMPTY 5/$" MR. GYPBD. 3 CERAMIC TILE FIN O a 1" FOAM FILLER W/ LATH AND STUCCO W/ TEXTURED FIN. R0° SLOPE TOP EDGE) SEE EV. FOR LOCATIONS z - 0" TILE BED TO LOPE TO DRAIN Q U) #5 DOWELS W/ 6" 90 DEG. DE BEND AND 30" EXTENSION MONO CONC. FT'G -W/ 8"W X 6"H CURB AT SHOWER �+ RECESS AND 14" DEEP FT'G q CLASS CODE. THESE PLANS AND ALL PROPOSED WORK DATE 07-04-06 ARE SUBJECT TO ANY CORRECTIONSREU MA9IRED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO a SHEET COMPLY WITH ALL APPLICABLE CODES. 1 M. BATH WALL SECTION Al N '� �� 314"=V.Q.. T CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 71=17copy I Arch Detail 1" = 1'-0„ _TURED SILL 'D SILL APRON tE ENDS 4"x 25 GA MT'L STUD 1/2" GYP 1/2" WD COVE MOLDING g Joined Column Detail Al 3" =11-0 „ 7 Free Standing Col Dt'I Al 3" = 1 '-0 " �An nM 0 =AnV 4" x25 GA MT'L STUD 1/2" GYP 1/2" WD COVE MOLDING BASE BD TRIM BELOW JG NERS OR ATTACHMENTS ONSIBILITY OF THE OR OF RECORD AND ALL PROPOSED WORK TO ANY CORRECTIONS FIELD INSPECTORS THAT SSARY IN ORDER TO ALL APPLICABLE CODES, r 3 0 3 L O c F v0 U c 'r. �.+ O v J a 0) U. z 5 CLASS CODE# 37 a w H DATE 07-04-06 SHEET a A7 N _M Nitch Detail 1" = 1'-0" Garage Door Jamb 3" = 1'-0„ Interior Column Detail 1 1 /2" = 1'-0" ;y; i r BEAM STUCCO ON- MTL. LATH ON #15 FELT 8d NAILS 3' OC TO 2X CAULK SCREWS PER WIN PRODUCTAPPR01 1/2" GYPSUM P.T. 2 X S.Y.P. AT HEAD & JAMBS FASTENED TO CONC. BM. W/ 1/4" X 3 1/4" TAPCONS @ 8" O.C. STAGGERED 3/4" CDX PLYWOOD W/ 2 X VERT FRAM'G 12" OC 2 X BLK'G AT 6" SEG. AT RADIUS BACK NAILED AT EA. END W/ (2) 16d NAILS #15 FELT CONT. AT UNDERSIDE OF 2 X BLOCKING LAP 6" AT EA. END 1 X P.T. BUCK 8d NAILS 3" O.C. Arched Head Deail SCALE = 1/2" = V-0" DIMEN IS TO EDGE OF STUD /8" GYP CUG NOTE: 3 5/8" 20 GA MT'L STUD 16"OC (12' - 20' HIGH) STUD 16" OC RECEIVING CERAMIC TILE GANG- 16d STAGGERI 140 mph - 20 foot mean roof height Information on drawings 1606.1.7 Wind Pressures designed for Enclosed Structure Basic Wind Wind Speed - 140 mph - 3 second gust Importance factor and building category- 1.0 Wind Exposure - B Internal pressure coefficient - +(-) .18 (ASCE 7-98) Cladding feet height Components and -2 mean roof Roofsloperange 10-30 degrees (2 : 12 to 6 : 12) roof pressures Zone area Pos Neg 1 10 20.3 -32.3 1 20 18.5 -31.4 1 50 16.1 -30.2 1 100 14.3 -29.3 2 10 20.3 -68.1 2 20 18.5 -61.8 2 50 16.1 53.5 2 100 14.3 -47.2 3 10 20.3 -68.1 3 20 18.5 -61.8 3 50 16.1 -53.5 3 100 14.3 -47.2 wall pressures Zone area Pos Neg 4 10 35.3 -38.2 4 20 33.7 -36.7 4 50 31.6 -34.6 4 100 30.0 -33.0 5 10 35.3 -47.2 5 20 33.7 -44.0 5 50 31.6 -39.8 5 100 30.0 -36.7 / H10 EA TRUSS TO DBL PLATE r r f � - - - MSTA 21 (L/ UNIFORM LOA STRAPS @ BM OPN'G MIN. HEADER: TO BE H6 EA STUD/ 22 X 8 SPAN UP TO 4' TRUSS W/8"LEG TO 22 X 12 SPAN UP TO 8' BM 11AILS 8" OC ED EA SIDE \ \\y MSTA 21 (O DIRECTION) SIDE 4-2X4 BUI (2-2X4 CF SEE PLAN i 3/4" DIA X 7" BOLT THRU WD W/ HEAD AND WASHER @ OPN'G CM RECESS 1/2" HD5A @ 6' LOCATE O ALT: 208A MTL STUD @ 24" OC WHEN TOP PLATE PARALLELS TRUSS TOP TRACK TO FAOTEN TO WD TRUSS. USE 2X BLK'G 24"OC AS NECESSARY ATTACH CHANNEL TO TRUSS ABOVE W/ 1" COURSE THREAD DRYWALL SCREWS. @ 24" OC ATTACH STUD TO CHANNELS W 10 GA SELF TAPPING SCREWS 1/2" GYPBD. 3 5/8" 25 GA MT'L STUDS 24"OC (12' HIGH MAX) O.C. W/ 1 1/4" TYPE S DRYWAL SCREW 8" OC VERT & 12" OC TOP AND BOTT RUNNERS AND INTERMED.STUDS- STAGGER ALL JOINTS 24" MIN 3" GLASS FIBER THERMAL/ SOUND INSUL. WHERE IND. 1/2" GYPBD. 1/2" PLYWD NAILER BASE 3 1 /2"H 22 GA MT'L TRACK W/ HILTI PAF DN72P08 AND WASHER @ 24" OC 4" BASE CONC. SLAB Int. Non-Br'g Wall Section SCALE = 1" = V-0" Dimen is to edge of Stud " GYP Cl P TOP PLATE) IE EA. FACE AND EA 4 TOTAL AND OFFSET EA 2 COURSE BOND BM REINF. 900 HOOK W/ 25" LAP TO OUTSIDE BA 77 900 HOOK W/ 25" LAP HORIZ TO OUTSIDE BAR AND 12" VERT. CO CRETE MASONRY UNIT 1 I 1 I I I POURED CELL WITH #5 VERT. BAR CONTINUOUS FROM BM TO FT'G 2 Course Bond Beam Step Down SCALE = 1" = 1'-0" GYPSD SCREWS NAILER 3" O.C.- R v 2X6P.T.Wl1l4"X31W MAS SCREWS 10' O.C. AND 4- FROM ENDS STAGGERED Sl0" GYP. ED -T-UP POST CMU To Wood Connection IPPLES) SCALE 1 1/2- = 1'-0" _ 10" OC 10" OC 4" T' 4" N 12' OPN'G OTHER SIDE AT GAR. DR. 'ND ROOF TRUSSES SEE "ONNECTOR SCHED 2 - 2 X 6 TOP PLATE WITH 48" LAP AND SPH6 EA STUD 1/2" GYPBD. 2 X 6/8 STUDS 12" O.C. SEE PLAN g (2 X BLK'G @ MID SPAN O 6' VERT MAX) 1/2" GYPBD. w 2 X 6 P.T. PLATE W/ 5/8" DIA A.B. 24" OC AND ROOF BEARING WALLS W/ 3" SO WASHER AND SPH6 EA STUD CONC. FOOTING SEE FOUNDATION PLAN Int. Br'g Wall Section SCALE = 1" = V-0" APPLIED ATI DBL DOORR I v O JAMB & HEAL? X UJ o iv MIN. P.T. 2 X 4 Q p-. U rn _J M = t9 a Fes- a V a ( Q- "v USE 1/4" DIA. MASONRY SCREWS W/ MIN. 1 1/4" CONC. EMBEDMENT TO SECURE WOOD BUCKS TO SOLID FILL WALL OR CONCRETE BEAM/COLUMN, 0.145" DIA. HILTI DX POWDER ACTUATED FASTENERS MAY BE USED INSTEAD OF TAPCONS. USE ALTERNATE SPACING FOR HILTI DX FASTENERS. Typ. Ext. Wd Buck Anchorage Detail SCALE = 1" = V-0" 5-0" k rHa�IH ' - - - - - - - - - - - - - - - -I - - - - - - - - - - - - J 1GF I �I " 0 v 2Q 1 1 I 1 �I O Q - -- - - -- -Lu - c -- 0 01 0 FASCIA RAKE FAS IA 01 ZONE 1- USE 8d NAILS AT 6" OC (field) 6" OC (edge) Q ZONE 2- USE 8d NAILS AT 6" OC (field) 4" OC (edge) 3O ZONE 3- USE 8d NAILS RING SHANK AND CONT. CONSTRUCTIO ADHESIVE BEAD AT 4" OC (field) 4" OC (edge) COMMON NAILS ARE REQUIRED BY F.B.C. IF NAIL GUN NAILS ARE USED WITH MORE NARROW SHAFT USE A 1 Od GUN NAIL Roof Nailing NO SCALE o� FILL COLUMNS AND LINTEL SOLID W/ GROU STUCCO FIN RAFTER STRAP BY ° SEMCO MANUF 8" WIDE PRE -CAST CONIC LINTEL FILL SOLID CONT GALV DRIP EDGE OVER 1 X 3 TRIMs. ° w: D REMOVE ANY CELLS OR ` OBSTRUCTION FOR CONC ° FILL TO BE COMPLETE AND : • .: 1 x 4 P.T. BUCK W/ SHIMS ANCHORED UNIFORMED W/ALL ° W/ 1/4" DIA x 3 1/2" MAS SCREWS 14" COURSES OC AND AT ENDS #3 VERT. TIES ONLY AS REQ II SEE LINTEL SCHEDULE € BUILT-UP STUCCO HEAD W/ s DRIP E ALUM WINDOW DRILLED AND SCREWED HIGH STRENGTH PRECAST INTO SOLID CONC AS MANUF. DESIGNED 1 FOR 140 MPH/3 SEC. GUST WIND LOAD LINTEL W/ REINFORCING AS (1/4" DIA AND 1 1/4" EMBED TO CMU MIN) 1 READ. -SEE LINTEL SCHED. CONT BED AT -STUCCO FIN VULCAN SEALAN PERIMETER WITH Composite Beam SCALE = 1 1/2" = V-0" Garage Door Jamb SCALE = 3" =1'-0" Window Head Detail SCALE = 3" = V-0" GAR DR TRACK STUCCO FIN ° #5 REBAR STUCCO FIN P o 1 x 4 P.T. BUCK W/ SHIMS ANCHORED W/ ° 1/4" DIA x 3 1/4" MAS SCREWS 12" OC AND AT ENDS 2 X 6 PT BUCK W/ 1/2" X 5" EXP BUILT-UP STUCCO HEAD W/ ANCHORS 20" OC PVC CORNER REINF AND STAGGERED AND DRIP AT ENDS FILL SOLID ALUM WINDOW AND BUCK SCREWED INTO JAMB BLK W/ SOLID CONC OR FILLED CELL AS #5 BAR VERT. DESIGNATED BY WINDOW MANUF FOR 140 MPH/3 SEC, GUST WIND LOAD CONT BEAD AT PERIMETER OF 'VULCAN' #5 REBAR IN SOLID FILLE CELL STUCCO FIN (2) 1/4" DIA x 3" EXP ANCHOR PER COURSE EXPANSION STRIP GROUT PACKING Glass Block Header Detail SCALE = 3" = V-0" 20oz COPPER PAN CONT SPHALT EMULSION L U D D p D D D D D D D ° D D ° Glass Block Sill Detail SCALE = 3" = V-0" Window Jamb Detail SCALE = 3" = V-0" ALUM WINDOW W/ SCREWS AS DESIGNATED BY WINDOW MANUF FOR 140 MPH/3 SEC GUST LOAD (1/4" DIA MASONRY SCREW AND 1 1/4" EMBED TO CONC.) CONT BEAD AT PERIMETER W/ 'VULCAN' POLYURATHANE SEALANT 3/4" WD SILL W/ BULLNOSE SLOPE STUCCO SILL 100 MIN 1 x 4 P.T. BUCK W/ SHIMS ANCHORE W/ 1/4" DIA x 2 1/4" MAS SCREWS 14 OC AND AT ENDS 8" CMU FILL COURSE SOLID BELOW SILL STUCCO FIN Window Sill Detail SCALE = 3" = V-0" STUCCO FINISH REINFORCEMENT 2 x 8 P.T. BUCK ANCHOR[ 1/4" DIA x 3 1/4" MAS SCR 10" OC STAGGER AND Al / 1 x 8 P.T. NAILER REINF STUCCO EDGE W/ I DRIP WD DOOR SCREWED TO BUCK DESIGNATED BY MANUF FOR 140 MPH (3 SEC GUST) WINDS W/ CONT BEAD AT PERIMETER OF'VULCAN'SEALANT WD CASING AND JAMB 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, Door Head Detail SCALE = 3" = V-0" .LED FASTENERS OR ATTACHMENTS < ETHE'MPONGOWTY OF THE CONTRACTOR OF RECORD b � 1 70 E o d a i5 o U C y U .n v, con o o o M U" N • U M a w as 0 U O W 0 0 rn O Z �p = Cn O MO O d �•+� G 6 W 0 i � = U) j Z V ►� .i N � Q WO)LL I -I JOB # 37 DATE 04/17/06 SHEET A8 OPY ELECTRICAL PANEL cir description poie wire cir description pole/ wire 1 AIRHANDLER 60/2 6 2 RANGE W/ HOOD 60/2 6 3 4 5 CONDENSER 30/2 10 6 DRYER 30/2 10 7 8 9 KITCHEN APPLIANCE 20/1 12 10 DISPOSAL 20/1 12 11 KITCHEN APPLIANCE 20/1 12 12 DISHWASHER 20/1 12 13 REFRIGERATOR 20/1 12 14 RECEPTACLE-GFI 20/1 12 15 WASHER 20/1 12 16 RECEPTACLE -GFI 20/1 12 17 LIGHTING 15/1 14 18 RECEPTACLE -GFI 20/1 12 19 LIGHTING 15/1 14 20 RECEPTACLE 15/1 14 21 LIGHTING 15/1 14 22 RECEPTACLE 15/1 14 23 LIGHTING 15/1 14 24 RECEPTACLE 15/1 14 25 LIGHTING 15/1 14 26 RECEPTACLE 15/1 14 27 LIGHTING 15/1 14 28 RECEPTACLE 15/1 14 29 30 RECEPTACLE 15/1 14 31 32 33 34 35 36 37 38 39 40 ELECTRICAL CALCULATION 2758 AIR CONDITIONED SQ. FT. @ 3 W PER SQ FT 8274 1 HVAC WITH 10000W HEATSTRIP EA. 10000 RANGE W/ HOOD / MICRO 10000 DRYER 5000 REFRIGERATOR 1900 DISHWASHER 1900 DISPOSAL 1900 (2) KITCHEN APPLIANCE CIRCUITS - 20 AMP EA. 3800 WASHER 1900 FUTURE POOL EQUIP, 5500 6 TOTAL 50174 FIRST 10000 W @ 100% 10000 REMAINDER @ 40% 16050 26050 W 240 V 109 AMPS THEREFORE USE 150 AMP SERVICE MAIN DISC 150A-2P-NEMA-3R 120/24OV-1 PHASE / 3W /SN 150 AMP DISC NOTES: ELEC. CONTR. TO VERIFY LOAD OF ACTUAL EQUIP. INSTALLED. ALL WIRE SHALL BE THW COPPER 1/0, 1/0, 1/0, THW CU IN 1 1/2" DIA C ELECTRICAL LEGEND DUPLEX RECPT. 12"A.F.F. 42" DUPLEX RECPT. OTHER HGT. DUPLEX RECPT. BOT. HALF SWITCHED F.O. DUPLEX FLOOR OUTLET REF, DEDICATED DUPLEX RECPT. QUADRAPLEX RECPT. 240 VOLT RECPT. G.F.I. GROUND FAULT INTERUPTED RECPT. rQ SINGLE POLE SWITCH M-�- THREE WAY SWITCH ��- DIMMER SWITCH � G9 CEILING FAN REOSTAT in JUNCTION BOX EXT. FOR SURFACE MOUNTED LIGHT FIXTURE K)- 84" WALL MOUNTED LIGHT FIXTURE W/MT'G HGT. ® RECESSED INCAND. LIGHT FIXTURE i--i CLG. MTD. FLUOR. LIGHT DOUBLE FLOOD LIGHT EXHAUST FAN/LIGHT/HEAT LAMP COMBO HANGING FIXTURE ® SMOKE DETECTOR J=3-CH DOOR CHIME OEXHAUSTFAN L= DISCONNECT ELECTRICAL PANEL IV PH TELEPHONE JACK © CABLE TELEVISION OUTLET �O DOOR BELL/PUSH BUTTON / \ CEILING FAN - METER ABBREVIATIONS: V.P. VAPOR PROOF W.P. WATERPROOF GFI GROUND FAULT INTERCEPTOR ACFI ARC CIRCUIT FAULT INTERCEPTOR HB FPL TO SUPPLY SERVICE TO METER #4CUIN3/4"C CLAMP TO MT'L WATER SUPPLY DIRECT BURIAL CLAMP TO FOUNDATION ST'L REINF. W/PVC GLUE COVER & 5/8"dia. x 8' GROUND ROD 150 AMP MCB PANEL ELECTRICAL RISER NO SCALE I I I I I I I I I I I 72" F I I GFI I , ' I AFCI / AFCI / Y AFCICI VP J sD� GFI LGFI 0)O 32'� 32" GFI REF — GFL 42" dD— — D O SY7 I I I I GF WP I I TO GAR I GFIyl��( LIGHTS I TO LANDS. LIGHTS I I I I 44" UTLET C�? 90" R ALAFM O A,FCI I TT ,'- 1�-----1 ALL BEDROOM RECEPTACLES ARE RE TO BE 4FCI PROTECTED (2005) NEC AFCIW ALLBEOROOM RECEPTACLES ARE . REQUIREA FCI TO IE AFCI PROTECTED (2005) NEC TT / AFCI I dLLBEDROOM RECEPTACLES ARE REQUIRED 0 BE AFCI PROTECTED (2005) NEC — UJ — — _ — — AFCI AAFCI UP POOL EQUIP O m IN ATTIC % I \ / I \ / v Q00 I / \ \ \ L \'\ 44" ". GFI SWITCHED AT FOYER Electrical Plan 0 TER 1 /4"= THESES PLANS AND ALL PROPOSED WORK CONCEALED FASTENERS OR ATTACHMENTS ARE SUBJECT TO ANY CORRECTIONS ARE THE RESPONSIBILITY OF THE REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO CONTRACTOR OF RECORD COMPLY WITH ALL APPLICABLE CODES. w— U0 U in 0 ® O.O N ■ ai � W �+ O i v Z Q W L L° a Fri • a it 1 CLASS CODE# 37 x W DATE 07-04-06 °a SHEET A9 LE COPY ENTRY DOOR 6 PANEL 1/4" dia x 1 1/2" cone. embedment 10" OC and ea BCCO 47.0/-47.0 1 FIBERGLASS end for 2X PT buck and #10 x 2" screws 6" from 01-1126.01 INSUL./ top/bott and 12" OC TEMP. SIDELITE THERMA-TRU 7/11/07 33.7/-44.0 ENTRY DOOR 6 PANEL 1/4" dia x 1 1/2" cone. embedment 10" OC and ea end BCCO 49.21-65.6 13 FIBERGLASS for buck and #10x2" screws 6" from top/bott and 01-0912.06 12" OC from frame into buck INSUL. THERMA-TRU 9/29/06 33.7/-47.2 ENTRY DOOR 6 PANEL BCCO 49.2/-65.6 27 FIBERGLASS 01-0912.06 INSUL. THERMA-TRU 9/29/06 33.7/-47.2 SL. GL. DOOR LAWSON INC. 1/4" dia Mas Screws in Pairs, when 1 x Bucks are BORA 40.0/-40.1 used, Spaced Using Preset Holes from Factory, 02-0618.04 10 Min. Embedment into Masonry Wall & Lintel shall be 3/16 TEMP 9000 1 1/2" min. #12 Panhead Screws in Pairs, when 2 x Bucks are used, Spaced using Preset Holes from 08/26/07 31.6/-34.6 SL. GL. DOOR LAWSON INC. Factory for 140 mph wind pressures BORA 40.0/-40.1 11 02-0618.04 3/16 TEMP 9000 08/26/07 31.6/-34.6 SL. GL. DOOR LAWSON INC. BORA 40.0/-40.1 12 02-0618.04 3/16 TEMP 9000 08/26/07 31.6/-34.6 OH GAR DR WAYNE DALTON #8 x 2 1/2" Long Wd Screw into 2 x 6 APEX TECH. 34.4/-38.3 JB-US 5 (vert) Bracket 5/16 xl 5/8 and 7-3"x20 ga WD.200401 2$ RAISED PANEL 8000l8100 U-bars and mid -span 606346 alum post -all mist cor rinni oncrwn, arts installed per manuf spec. See garage door P _ _ p p 9 9 20D7 30.0/-36.7 Joining Mullion g PGT #12 F.H. S.M.S staggered ea side into 1/8" Holes Clips DIA 1 BORA/AHJ 33.7/-47.2 predrilled to structural w/2-1/4" x 1/2" min 02-00701.05 penetration masonry screw 80" MAX WIDTH X 50" V 1 x 2 TUBE MULL 9112107 52.0/-52.0 HANSEN ROOF 6 - 1/4" Roofing Nails Within 1" to Side - Even 04-0728.01 33.7/47.2 Roof TILE Spacing in the Field HACIENDA SERIE 7/24/08 STUCCO SEE DRAWING SPECIFICATION N/A N/A Siding STUCCO SEE DRAWING SPECIFICATION N/A N/A Soffit MADDEN 28 gauge direct mount, lead shield, 01-0313,22 33.7/-47.2 1 1/4" embedment x 1- 1/4" mount 12" o.c. Hurricane Panel 28 GA MTL 1 ACSE7.90 5/1/08 48.7/-59.6 Building Department Product Approval Project Address: Contractor: 9527 Laurel Wood Court JCHERRY AND SONS Pressures Fort Pierce, FI PSF Product Product Manuf. Attachment Method Agency ID - - Type, Size, Spacing & # - Glass Model # Embedment Expire Required l�r�i YY[iTq'w SH WIN LAWSON INC 1/4" Mas Screws, when 1 x Bucks are BORA 13.6/-13.6 A used, Spaced Using Preset Holes from 02-1203.02 3/16 ANNELED 7500 Factory, Min. Embedment into Masonry Wall & Lintel shall be 1 1/2". #12 12/10/06 31.6/-39.8 SH WIN LAWSON INC Panhead Screws, when 2 x Bucks are BORA 13.6/-13.6 B 02-1203.02 used, Spaced using Preset Holes from 3/16 ANNELED 7500 Factory. All Window joining mulls are to be #8 Screws to Window & fastened @ Top & 12/10/06 31.6/-39.8 ARCH FIX TRANSOM A & PP BORA 50.0/-50.0 C Bottom of window & Caulked. 02-1203.02 3116 HIS 3000 08/08/07 35.3/-47.2 ARCH FIX TRANSOM A & PP BORA 50.0/-50.0 D 02-1203.02 3/16 HS 3000 08/08/07 35.3/-47.2 ARCH FIX TRANSOM A & PP BORA 50.0/-50.0 E 02-1203.02 3/16 TEMP 3000 08/08/07 35.3/-47.2 SH WIN LAWSON INC BORA 13.6/-13.6 F 02-1203.02 3/16 TEMP 7500 12/10/06 31.61-39.8 ARCH FIX TRANSOM A & PP BORA 50.0/-50.0 G 02-1203.02 3/16 HS 3000 08/08/07 35.3/-47.2 ARCH FIX TRANSOM A & PP BORA 50.0/-50.0 H 02-1203.02 3/16 HS 3000 08/08/07 35.3/-47.2 FIX TRANSOM A & PP BORA 50.0/-50.0 JARCH 02-1203.02 3/16 HS 3000 08/08/07 35.3/47.2 ARCH FIX TRANSOM A & PP BORA 50.0/-50.0 J 02-1203.02 3/16 HIS 3000 08/08/07 35.3/47.2 SH WIN LAWSON INC BORA 13.6/-13.6 K 02-1203.02 3116 TEMP 7500 12/10/06 31.6/-39.8 SH WIN LAWSON INC BORA 13.6/-13.6 L 02-1203.02 3/16 ANNELED 7500 12/10/06 31.6/-39.8 SH WIN LAWSON INC BORA 13.6/-13.6 M 02-1203.02 3/16 ANNELED 7500 12/10/06 31.6/-39.8 RECT TRANSOM A & PP BORA 50.0/-50.0 N 02-1203.02 3/16 ANNELED 3000 08/08/07 35.3/-47.2 RECT TRANSOM A & PP BORA 50.0/-50.0 O 02-1203.02 3/16 ANNELED 3000 08/08/07 35.3/-47.2 FIXED A & PP BORA 50.0/-50.0 P 02-1203.02 3/16 ANNELED 3000 08/08/07 35.3/-47.2 FIXED A & PP BORA 50.0/-50.0 Q 02-1203.02 3/16 ANNELED 3000 08/08/07 35.3/-47.2 FIXED A & PP BORA 50.0/-50.0 R 02-1203.02 3/16 ANNELED 3000 08/08/07 35.3/-47.2 GL BILK PCC BCCO 75.0-75.0 S 6 x 20 MAX 01.0306.02 OBSCURE DECORA 8/6/06 35.3/-47.2 SH WIN LAWSON INC BORA 13.6/-13.6 T 02-1203.02 3/16 ANNELED 7500 12/10/06 31.609.8 SH WIN LAWSON INC 13.6/-13.6 U 0BOR 203.02 3/16 ANNELED 7500 12/10/06 31.6/-39.8 SH WIN LAWSON INC BORA 13.6/-13.6 V 02-1203.02 3/16 ANNELED 7500 12/10/06 31.6/-39.8 GL BLK PCC BCCO 46.1/-46.1 W 6 x 20 MAX 01.0306.02 OBSCURE DECORA 8/6/06 35.3/-47.2 SH WIN LAWSON INC BORA 13.6/-13.6 X 02-1203.02 3/16 ANNELED 7500 12/10/06 31.6/-39.8 SH WIN LAWSON INC BORA 13.6/-13.6 Y 02-1203.02 3/16 ANNELED 7500 12/10/06 31.61-39.8 LINTELS HEDULE FBEAM SAFE APPLIED SAFE APPLIED BLDG SPAN GRAVITY GRAVITY UPLIFT UPLIFT COMPOSITE DESIGN LOAD LOAD LOAD LOAD BEAM PRSSRE LBS 6-6„ 1000 50 600 0 8F8 8'-10" L2 9'-2" 700 50 200 0 8178 8'-10" B1 * 4,-7„ 6000 2485 2724 2100 8F161T/113 9'-4" B2 6'-4" 3480 1300 1700 1200 8F161T/1B 9'-4" B3 9'-5 3300 1270 1560 800 81`23 1 T/1 B 12'-0" B4 18'-3" 1100 800 1000 600 2 18" LVL 1.8E 12'-0" B5 8'-0" GIRDER TRUSS GIRDER TRUSS T-8" DP GIRDER 12'-0" (TRUSS MANUF) B6 8,-6„ 2500 300 2500 200 2 - 12" LVL 1.8E 9'4' B7 18'-0" 400 100 200 -0- 817221T/1B 10'-4" B8 16-0 1700 770 600 525 8F22 1T/1B 9'-4„ B9 6-2" GIRDER TRUSS GIRDER TRUSS T-5" DP GIRDER 13'-0" TRUSS MANUF 610 10'-0" GIRDER TRUSS GIRDER TRUSS 1'-8" DP GIRDER 13'-0" B11 6-8" 1100 500 750 300 81`81B 9'-4" B12 4-7 9000 600 4500 400 81`301T/1B 12'-0" B13 5'-6" 4000 1270 1560 800 8F161T/1B 12'-0" GENERAL NOTES: * TYPICAL CONDITON ( SHORTER SPANS AND LIGHTER LOADS ARE SATISFACTORY) U. N. O. OPENINGS WITH SAME BEAM AND LINTEL INDICATIONS ARE CALCULATED FOR THE WORST CASE SCENARIO LENGTHS OF LINTEL ARE ACTUAL OPENING SIZE PLUS A MIN. OF 4" BEARING @ EACH END FOR FILLED LINTELS OR 6 1/2' UNFILLED LINTELS OR 8" FOR RECESSED LINTELS. LINTELS MAY BE LONGER THAN THE MINIMUM LENGTH. TYPICAL ALL WINDOW OPN'G SHALL USE 8" LINTEL W/ BOND BM REINF AND CONC POUR CONT W/ BOND BM. - 4" MIN BRIt WITH 900 LAP BAR AT VERT. COL. UNLESS INDICATED OTHERWISE VERIFY LENGTHS OF LINTELS W/ACTUAL OPENING AND MIN. BEARING IN THE FIELD. ALL REINF, STEEL SHALL BE GRADE 60 1 FASTENERS: * CC3 1/4-6 4 5/8" DIA BEAM 2. 5/8" DIA COL * HETAL 20 (1810 LBS) 15 - 10d X 1 1/2" 5 1/4" EMBEDMENT * META 20 (1240 LBS) 7 - 10d X 1 1/2" 4" EMBEDMENT H6 : PLATE/ STUD- EA. 8. 8d (915#UP) HGT 2 (8665 LBS) 2 3/4" DIA. A.B. 12" EMBEDMENT * MGT (3965 LBS) 1 5/8" DIA. A.B. 22 - 10d 12" EMBEDMENT * H10 : RAFTER/ PLATES -EA. 8 8d X 1 1/2" (905LBS) * SPH6: SILL PLATE 10- 1 Od X 1 1/2" NAILS (1240 LBS) * SPH6: TOP PLATE 6- 1 Od X 1 1/2" NAILS (735 LBS) HD5A : (4010 #UP) 5/8" DIA A.B. W/ 2- 3/4" DIA THRU BOLTS @COL * HDISA : (5105 # UP) 7/8" DIA A.B. W/ 7/8" DIA THRU BLOTS @WD COL * MSTA 21 : ( 1300 # UP) 16- 10d GENERAL NOTES: ALL CONNECTORS ARE SIMPSON STRONG TIE AND INSTALLED PER MANUF. REQUIREMENTS * TRUSS LUMBER SHALL BE SOUTHERN YELLOW PINE VERIFY TRUSS SHOP DRAWING BY ENGINEER FOR UPLIFT LOADS NOT TO EXCEED ALLOWABLE LOAD OF ANCHOR SPECIFIED *NOTIFY ARCHITECT IF LOAD EXCEEDS ALLOWABLE LOAD *DESIGN LOAD 35 PSF WIND LOAD AND 55 PSF TOTAL LOAD *ALL ANCHOR BOLTS ARE J- BOLTS 8" EMBEDMENT (MIN.) SET IN WET CONC. SEE FASTENER SCHEDULE FOR DIAMETERS *ALL HETAUS (MIN. SET IN WET CONC.) *ALL META'S (MIN. SET IN WET CONC.) *ALL HGT'S (MIN. SET IN WET CONC.) ALL BOND BEAMS SHALL BE A TB1 LINO ALL DOOR AND WINDOW LINTELS SHALL BE 1. 8F8-1 B CONT W/ BOTT COURSE BOND BM ABOVE AS IN SCHEDULE COORD. BOTTOM OF LINTEL ELEV. W/ DOOR/WINDOW/OPEN'G SCHED. VERIFY W/ DOOR SCHEDULE FOR RECESSED LINTEL AND BR'G LENGTH BEARING LENGTH IS 8" FOR RECESSED LINTEL ALL STEEL GR-60 - #5 BARS UNLESS NOTED OTHERWISE STUCCO LATH ATTACHMENT: USE 1 1/4" GALV. ROOFING NAIL THRU RIB OF LATH INTO 2 X FRAMING MEMBER 6" OC LAP LATH SHEETS 1 1/2" MIN USE 2 GALV. TIE WIRES BETWEEN EA. JST / RAFTER THAT ARE 24" OC USE GALV. CORNER RIGHT AGAINST HOUSE 12" OC. Code: FBC 2004 Type of Construction CBS Frame Building Designed: Enclosed X Open Partially Enclosed Wind Speed (3 second gust): 130 mph 140 mph X Exposure: B Internal Pressure Coefficient +/- 0,18 Importance Factor: 1.0 Building Category: 1.0 (1,2,3,or4) Mean Building Height 20 Overhang 1'-411 Roof Pitch 6:12 Components & Cladding Wind Pressures +38/-43 Roof Dead Load 20 PSF (Shingles) (Tile) X Framed Floor Live Load SLAB z Dead Load SLAB Shutters: Yes No X Impact Resistant Assembly: Yes X 1 No I have reviewed the above product performance information and confirm the product's information is greater than the required design performance. I do not attest the products performance. Architect Signature-, Date: Name: BC ARCHITECTS, INC. License Number:AR12305 I have obtained from the manufacture and provided the above product performance information to be architects inc. All information of each product is accurate and kept available in the project file. Contractor Signature: Date: Name: J. CHERRY AND SONS License Number: PSL 04 6656 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD r F 00 U) V 0 U) O 00 (D' d L!. O i v .1--r (D Z J ~ a Q W CO LID L u- CLASS CODE# 37 DATE 07-04-06 SHEET 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. � 'J V (1) 2-Ply Joint 2 Joint 8 CONC. BM ERG 2 H54 18-10.0 1753 tbs. 1731 Ibs, HETAL 20-13.16d 105lbs. each -785 lbs. -791 tbs. Joint 2 Joint 5 1 H55 591bs.each 11-8-0 2X4/2X6 1114 lbs. 1114 lbs. -802 tbs, -802 tbs. WD MG win Joint 2 Joint 5 CONC. BM BRG 1 H57 12-4-0 1155 tbs. 1155 tbs. HETAL 20. 13-16d 821bs. each 4981bs,-5961bs. 2 (1) 2-Ply H72 26.1-0 Joint 17 Joint 2985 tbs. 2960 tbs. WD BR'G 18libs.each 2X6/2X4 -1214 tbs. -1204 tbs. H10 AND He Joint 2 Joint 8 CONIC. BM BRG 1 H73 157lbs, each 25-8-0 2X4/2X6 2904 lbs. 2904 tbs. -1361 @s. -1361 tbs, HETAL 20 15-10d x 1 1/2 Joint 2 Joint 8 CONC. BM BRG 1 H74 18-10-0 1146 tbs, 1124 tbs, HETAL20 15-10dxl 1/2 105 tbs. each -465 tbs. 471 Ibs. Joint 14 Joint 4 CONC. BM BRG i H76 13.6-12 1898 Ibs. 1895 tbs, HETAL 20.15-10dx 11/2 94lbs.each -772 tbs.-7711bs. (1) 2-Ply Joint 11 Joint 24 CONC. BM BRG 2 H9 311 tbs. each 36-4-0 2X12/2X6 5109 tbs. 5178 tbs. .1984 tbs. -2106 tbs. HETAL 20 13-16d 1 H92 26-1-0 Joint 17 Joint 7 1419 tbs. 1419 tbs. 166 tbs. each -577 lbs. .577 tbs. BR'G win Joint 2 Joint 8 CONC. BM BRG 1 H93 26-8-0 1496 tbs. 1496 Ibs. HETAL20 1&10dx 1112 129 tbs. each -5831bs. -583 lbs. Joint 10 Joint 2 CONC. BM BRG 1 H94 18-10.0 1124 tbs. 1146 tbs. HETAL 20 . 15-10d x 1 112 107lbs. each 498 lbs. -490 tbs. Joint 12 Joint CONC. BM BRG 1 H96 13.6A2 730 lbs. 730 tbs. HETAL 20 . 15-10d x 1 1/2 881bs. each -298 tbs. .298 tbs. Joint 6 Joint 8 CONC. BRG 1 HJ7 7-7-4 326 lbs. 591 tbs. META16 49 tbs. each -158 tbs, -302 tbs. Joint 10 Joint 8 CONC. BRG 2 HJ7A 7-74 605 IDS. 329 tbs. META16 51 tbs. each 324 tbs. -186 tbs. Joint Joint Joint CONC.BRG 2 J1 2.0-12 253 tbs. 22 tbs. 38!ba. META16 8 tbs. each -219 tbs. 49 tbs. Joint 2 Joint 3 Joint 4 CONC.BRG 2 J1A 1-6-8 234 lbs. 25 tbs. 29 tbs. META16 7lbs. each -223 tbs, -14 tbs. Joint 2 Joint 3 Joint 4 CONC.BRG 1 J2 2-4-0 2641bs. 35 tbs. 43 tbs, META16 9lbs. each -261 tbs. .37 lbs. 31 tbs. Joint 1 Joint 2 Joint 3 CONC.BRG 1 J2A 2-4-0 117 tbs. 74 lbs. 42 tbs. META16 7 tbs. each -67 tbs. -85 tbs. -31 tbs. Joint 2 Joint 3 Joint 4 CONC. BRG 4 J5 5-0.0 397 tbs, 138 tbs. 92 tbs. META16 18 tbs. each 329 tbs. -149 tbs. -67 lbs. Joint Joint Joint CONC.BRG 2 J5B 5.0.0 398 tbs, 138 tbs. 93 tbs. META16 29 tbs. each -236 tbs. -149 lbs. Joint 2 Joint 4 Joint 5 CONC.BRG 4 J5C 5-0-0 402 tbs. 128 tbs. 106 tbs. META16 19 tbs. each -235 tbs. .1021bs. -19 tbs. Joint 2 Joint 4 Joint 5 CONC. BRG 12 J7 7-0-0 500 tbs. 200 tbs. 147 lbs. META16 25 tbs, each -252 tbs. A82 tbs. -14 tbs. Joint 1 Joint Joint 4 CONC. BRG 1 J7A 7-0-0 363 tbs. 203 tbs. 160 lbs. META18 23 tbs. each -79 tbs. -189 tbs. .31 tbs. Joint 2 Joint 5 Joint 6 CONC. BRG 6 J7C 7-0-0 509 tbs. 64 tbs. 286 lbs. META16 31 tbs. each -250 tbs. -77 tbs.-119lbs. Joint 2 Joint CONC. BRG 1 J8 8-6.0 570 lbs. 440 tbs, META16 44 16s. each 420 lbs. 416 tbs. Joint 2 Joint 4 Joint CONC.BRG 7 J9 9-0-0 607 tbs. 139 tbs. 323 tbs. METAie 40 lbs. each -273 tbs. -149 tbs. -116 tbs, Joint 2 Joint 7 - CONC.BRG 1 J9A 9-0-0 578 tbs. 441 tbs. META16 49 ibs. each -264 lbs. -257 tbs. Joint 2 Joint 5 CONC. BRG 1 J913 9-0-0 602 tbs. 456 tbs. META16 84lbs. each -298 tbs.-1971hs. Joint 2 Joint 6 Joint 7 CONC.BRG 8 19C 9.0.0 613 tbs. 137 lbs. 326 tbs. META16 39 tbs, each -271 Ibs, 1451is. .119 tbs. Joint 2 Joint 4 Joint 5 CONC. BRG 2 J913 9-0-0 607 tbs. 136 tbs. 33910s. META18 64lbs.each -273 lbs. -148 tbs. -113 tbs. Joint i Joint 2 Joint 3 2 MV2 2-0-0 60 tbs. 38 tbs. 22 tbs. 5 tbs. each -8 lbs.-49 lbs. Joint 1 Joint:: 1 MV4 4-0-0 180 tbs, 180 tbs. 13 tbs. each -43 tbs. .105 tbs. Joint 1 Joint 3- 1 MV6A 5-8-12 288 tbs. 288 tbs, 21 tbs. each -69 tbs. -167 tbs.. Joint 4 Joint 5 1 MV6B 5-8-12 276 tbs. 431 tbs. 271bs. each 2X6/2X4 -191 lbs. -196 tbs. Joint Joint 1 MV6C 6-8-12 276 tbs. 43111 31 Ibs. each 2X6/2X4 -268 tbs. .129 tbs. Joint 4 Joint 5 1 MV6D 53-12 276 tbs. 431 tbs. 31 Ibs. each 2X6/2X4 -270 tbs. -118 tbs. Joint 2 Joint 6 CONC. BM BRG i T4 85 tbs. each 18-10.0 1120 tbs. 1120 tbs. -497 tbs. 497 tbs. HETAL20 1 S10d x 1 112 Joint 2 Joint 6 CONC. BM BRG 1 T5 54 Ibs. each 11-8-0 735 tbs. 735 tbs. -587 tbs. .587 tbs. HETAL 20. 15-10d x 1 112 Joint 10 Joint 9 CONC. IBM BRG lbs. 524 lb& HETAL 20. 15.1 Od x 1 112 1 T5A 7-4-0524 52 ibs. each 439 tbs. 439 tbs. Joint2 Joint CONC. BM BRG 4 T7 66lbs. each 12-4-0 763 tbs. 763 tbs. 378 lbe. -378 tbs. HETAL 20 . 15-10d x 1 1/2 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 RESPONS6aILP OF THE CONTRACTOR CFAECORD Profile: Qty: Truss Id: Span: Reactlons: Embeded Truss Anchor Specification Joint Joint Joint WD BR'G 20 BJ1 1-0-0 228 tbs. 79 tbs, 19 tbs. H10 5 lbs. each -252 tbs. -43 tbs, CONC. BRG Joint Joint Joint WD BR'G 11 BJ3 3.0-0 293 tbs, 68 tbs. 55 tbs. 1110 11 tbs. each .271 tbs. -64 tbs. 41 tbs. CONC.BRG Joint Joint Joint WD BR'G 1 BJ3A 3-0.0 305 tbs, 51 lbs. 52 tbs. H10 CONC. BRG 14 tbs. each -235 tbs. -51 tbs, Joint Joint ERG 2 BJ3C 3-0-0 303 tbs. 88 tbs. IWDO 12 tbs. each -236 lbs. -40 tbs. CONC.BRG Joint2 Joint Joint WD BR'G 4 BJ3D 3-0-0 306 tbs, 51 tbs. 53 tbs. H10 17 tbs. each -235 lbs. -51 tbs. CONIC. BRG Joint 2 Joint 3 Joint 4 WD BR'G 5 13.15 5-ao 390 tbs, 149 tbs. 95 tbs. H10 18 tbs. each -318 tbs, -159 tbs, -09 lbs. CONIC. BRG UPTAIA Joint 2 Joint 3 Joint 4 WD BR'G 1 BJ5A 5-0-0 397 tbs. 1381bs. 92 tbs. HIO 20lbs. each -236 tbs. -149 tbs. CONC.BRG Joint 2 Joint 4 Joint 5 WD SR'G 2 BVC 7-0-0 495 tbs. 70 tbs. 289 tbs. H10 CONIC. BRG 31 tbs. each -377 tbs.-781bs. -262 Ibs. Joint 2 Joint 3 Joint 4 WD SR'G 2 CJ1 2-9-3 360 tbs. 21 tbs. 51 tbs. HB 11 tbs, each -323 tbs. -29 tbs. CONC. BRG Joint Joint Joint WD BR'G 1 CJ1A 2-1.7 358 tbs. 79 tbs. 34 tbs. 9 tbs, each 364 lbs. -45 tbs.IMPTAiS CONIC. BRG Joint Joint Joint4 WD BR'G 1 CJ2 3-2-14 248 tbs. 52 tbs. 32 tbs. H6 13 tbs, each 319 tbs. -52 tbs. CONC.BRG MPTAig Joint Joint Joint WD BR'G 3 CJ5 7.0.2 400 tbs. 257 tbs. 160 tbs. He 25 tbs. each 392 tbs. -244 tbs. -90 tbs. CONIC. BRG Joint Joint Jolnt4 WD BR'G 2 CJ58 7-0-2 397 tbs. 250 tbs. 160 tbs. He 40 tbs. each -252 tbs. -239 tbs. CONC.BRG Joint 2 Joint 5 Joint 6 WD BR'G 1 CJ5C 74-2 396 IDS. 207 tbs. 201 tbs. H6 CONC.BRG 27lbs, each -254 tbs, -105 tbs. -86 lbs. Joint 2 Joint4 Joint 5 WD BR'G 2 C.17 9-10.1 610 tbs. 3271bs. 521 lbs. H6 421bs. each -298 tbs. -330 tbs, .111 tbs, CONIC. BRG Joint Joints WD SR'G 1 CJ9 12-0-15 820 tbs, 1285 tbs. H6 CONC.BRG 60 tbs. each -643 tbs.-9261W. MFTAIS Joint 1 Joint 3 1 CV4 10 tbs. each 4-0-0 155 tbs, 155 tbs. -54 tbs. -54 tbs. Joint 1 Joint 3 Joint 4 1 CV8 25 tbs. each 8-0-0 182 tbs, 182 tbs. 387 tbs. -91 lbs. -99 tbs. -77 tbs. 2 (1) 2-Ply FG5 103-0 Joint4 Joint6 1114 tbs, 1114 tbs, SOWS. each 2X6/2X4 -865 tbs. -B65 tbs, STL COL BRG (2)2-Ply Joint Joint6 CONC,BRG 4 FG5A 6-10-8 2096 tbs. 1693 tbs. MSHA3.56/11.88 47 tbs. each 2X6/2X4 -1827lbs. -1314 tbs. STL COL BRG (1)2-Ply Joint4 Joint6 AT CONC. SM BEARING 2 FG6 7-11-0 $00 tbs, 4765 tbs. MBHA3.56/11.88 47 tbs. each 2X8/2X4 470 tbs, -3699 tbs. STL COL BRG Joint 4 Joint 6 2 GJ7 7-74 449 tbs. 820 tbs. 40 tbs. each 2X6/2X4 -174 Its. 459 tbs. (1) 3-Ply Joint 14 Joint2 Joint 3 GR1 32-1.0 18668 tbs. 2485 tbs. 8086 tbs, 257lbs.each 2X4/2X6 -7594 tbs. -991 tbs, -3290 tbs. STL COL BRG (1) 2-Ply Joint 2 Joint 9 CONIC. BRG 2 GR4 18-9.4 3525 tbs, 4616 tbs. HETA 20 - 13-16d 130lbs. each 2X4/2X6 -1458 tbs, -1761 tbs. (1) 2-Ply Joint2 Joint6 CONC.BRG 2 GR7 78 Ibs. each 12-4-0 2X4/2X6 6383 tbs. 2168 tbs. -2663 tbs. -950 tbs, HETAL 20 13-16d JT2 MGT• 5/8 DIA 22-10d Joint 16 Joint 2 Joint 30 CONC.BRG 1 H11 46-11.0 1880 tbs. 558 tbs. 2998 tbs. HETAL 20 15-1 Od x 1 1/2 320lbs. each -587 tbs. 589 tbs. .1387 tbs. WD BR'G Joint 14 Joint7 1 H112 176 tbs. each 26-1-0 1443 tbs. 1440 tbs. .570 tbs. -571 tbs. WD SR'G Joint Joint CONC.BRG 1 H113 133 tbs. each 25-8.0 1496 Its. 1496 tbs. -607 Ili, .607 tbs. HETAL20 15.10d x 1 1/2 Joint Joint 1 H116 13-6.12 730 lot. 730 tbs. 83 tbs. each -306 lbs. -179 tbs. Joint 11 Joint 18 Joint 2 CONC.BRG 1 H13 46-11-0 1719 Its, 3113 tbs. 525 tbs. HETAL 20.15-10d x 11/2 233 tbs. each -800160.. -1416 tbs, -617 tbs. WD BR'G win Joint 13 Joint 14 STL COL BRG 1 H132 26-1-0 140211s. 1413 tbs. SEE. COL BUCKET DETAIL 182 tbs. each -539 tbs, -584 tbs. WD BR'G Joint 8 Joint 9 CONC.BRG i H133 25-8-0 1698 Its 1775 tbs. ETAL20. 15-1 Od x 1 1/2 HETAL20 , 146 tbs. each -850 IbS. -605 tbs, Joint l Joint 1 H 136 13-9-12 745 V. 745 tbs, 63 tbs. each -231 tbs. -269 tbs. Joint 11 Joint 18 Joint 2 CONC. BRG 1 H15 46-11-0 1685 tbs. 3187 tbs. 509 tbs. HETAL 20 15-10d x 1 112 2441be. each -625 tbs. -1304 tbs. -610 tbs. WD BR'G Joint 13 Joint 1 H 152 26-1-0 2144 tbs. 1640 tbs. 190lbs. each 2X4/2X6 -183 tbs. -531 tbs. WD BR'G Joint 10 Joint 2 CONC.BRG 1 H 153 138 lbs. each 25-4-0 1642 tbs. 1691 tbs. 445 tbs, -650 tbs. HETAL 20 - 15.1 Od x 1 112 Joint2 Joint6 1 H156 13-10-8 861 tbs. 742 tbs. 71 lbs. each 367 tbs. -283 tbs. Joint 13 Joint 2 Joint 21 CONC. BRG 1 H17 46-11-0 1755 tbs. 605 tbs. 3018 tbs. HETAL 20 • 15-10d x 1 1/2 .257 tbs. each -6551os. 589 tbs. -1246 tbs. WD BR'G Joint 13 Joint 8 1 H172 26-1-0 2163 tbs. 1544 lbs. 199lbs. each 2X4/2X6 -1161bs. 535 tbs. WD BR'G Joint2 Joint7 CONC. BM BRG 1 H 173 25.4-0 1691 tbs. 1642 tbs. HETAL 20 128 tbs, each -650 tbs. -445 tbs. WD BR'G win Joint2 Joint 1 H176 13.10-8 814 tbs. 750 tbs. 85 lbs. each -330 tbs. -352 tbs. Joint 12 Joint 19 Joint 2 CONIC. BM BRG 1 H19 46-104 1725 tbs. 2661 tbs, 8431bs. HETAL20 258 tbs, each -548 tbs, -1158 tbs. -677 tbs. WD BR'G Hin Joint 12 Joint 7 1 H192 26-1-0 2153 tbs! 15" lbs. 208lbs. each 2X4/2X6 571Ls. 538 tbs. WD BR'G win CONC, BM BRG 1 H193 HETAL20 WD SR'G win Joint 2 Joint 8 CONIC. BM BRG 1 H196 13-10-8 BMWs. 750 tbs. HETAL 20 15-1 Od x 1 112 82 lbs. each -299 tbs. 431 Its. Joint 12 Joint 18 Joint 2 CONC. BM BRG 1 H21 46-104 1694 tbs. 2759lbs. 776 tbs, HETAL 20. 15-iOd x 1 1/2 2841bs. each -5461bs,-13081llbs.-6951hs. WD BR'G win Joint 13 Joint 7 1 H212 26-1-0 2102 Ibs. 15781be. WD ERG 217 tbs. each 2X4/2X6 329 tbs. 514 lbs. CONC. BM BRG 1 H213 HETAL 20 15-1 Od x 1 112 WD BR'G Joint 2 Joint 8 CONC. SM BRG 4 H216 13-10-8 814 tbs. 750 lbs. HETAL 20 15-10d x 1 112 82 tbs. each -299 tbs. 431 tbs. Joint 10 Joint 15 Joint 2 CONC. BM BRG 1 H23 44-24 1432 tbs. 2977 tbs. 552 tbs. HETAL20 15.10d x 1 1/2 265 tbs. each 482 tbs, -1406 tbs. -526 tbs, WD BR'G win Joini 12 Joint 15 Joint 2 CONC. BM BRG 1 H231 32-8-0 800 tbs. 2452 tbs. 505 tbs. HETAL 20 15-1 Od x 1 1/2 2151bs. each 325 tbs. -1096 tbs. -100 tbs, WD BR'G Joint 15 Joint 2 Joint 20 CONC. BM BRG 1 H25 44-24 1446 tbs. 625 lbs. 2913 tbs. HETAL 20 15-10d x 1 112 276 tbs. each 486 tbs. S56 tbs. -1395 tbs. WD SR'G Joint 11 Joint 15 Joint 2 CONC. BM BRG 1 H251 32-8-0 775 tbs, 2456 tbs. 503 tbs. HETAL 20 15-1 Od x 1 112 217 tbs. each -259 tbs. -1115 tbs. -103 tbs. WD BR'G Joint 13 Joint 18 Joint 2 CONC, BM BRG 1 H27 44-2-4 1458 tbs. 2874 tbs. 629 tbs. HETAL 20 15-10d x 1 1/2 280lbs. each 502 tbs. -1496 tbs. -520 tbs, WD BR'G win Joint 11 Joint 15 Joint 2 CONC. BM BRG 1 H271 32-8-0 757 tbs. 2428 tbs. 518 tbs, HETAL 20 - 15.1 Od x 1 112 224lbs. each -236 tbs. .1157 tbs. -Be tbs. WD BR'G Joint 1 Joint 12 Joint 8 CONC, BM BRG 1 H29 32-6-8 641 tbs. 1970 tbs. 922 tbs. HETAL 20 15-1 Old x 1 1/2 211 tbs. each -119. tbs. -819 tbs. -293 tbs. WD BR'G Joint 2 Joint CONC. BM BRG 2 H296 13-10.8 866 tbs. 729 lbs. HETAL 20.15-1 Od x 1 1/2 71 tbs. each 329 tbs. 422 tbs. WD BR'G Joint 11 Joint 15 Joint 2 CONC. BM BRG 1 H31 32-8-0 733 lbs. 2488 tbs. 484 tbs. HETAL 20 15-1 Od x 1 1/2 227lbs. each -231 tbs. -1209 tbs. .61 Ibs. WD BR'G v, O m N N v � $ • d� B r� V� 4 d F L a W G }r Cil CIO c, O F t� O V m V 0 Sr. it 0 L V Z= aja •y�J� Q W � �tis� V/ LL z O ►-4 CLASS CODE# 37 DATE 07-04-06 SHEET Al 1 FILE Pnpv Bath 2 4",20 CFM 5",71 Bedroom 4 5",55 CFM Bedroom 3 6",109 CFM 2211,142 M :. Family Room ,r 6117110 CFM 7 4",9 CFM Hall .. th W � !A 4 It I ra Bedroom 2 ]o 5",70 6",87 CFM Kitchen 14" 22" 49f,43 CF A 7111122 CFM Laundry Dining Room OA Garage 1 __ II Master Bedroom 8",173 CFM 7",155 CFM Living Room 511,78 CFM 611,92 CFM 4"110 C IC 1 Foyer Den11 b 879 = Expectatimons 4",4 1. To 4",14 C WIC 2 8111174 CFM Master Bath Drawn: Approved: Date: Job Number: 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 FILE COPY