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HomeMy WebLinkAboutCORRECTED FLOOR PLAN SHOWING TOTAL SQ FOOTAGEBEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(plf) TOP BOTTOM NO BW 1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW2 SP2 W/ (6}10d SP1 W/ (6}10d 16" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 402 BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, (4)10d PLATE No BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BWrJ SP2 W/ (6)-10d SP1 W/ (6}10d 16" STUD, (6) 10d PLATE STUD, 4 10d PLATE SYP 439 (2) SP2 W/ (6) 10d SP1 W/ (6}10d BW6 16„ STUD, 6 10d PLATE STUD, (4) 10d PLATE SYP 878 NO BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6)-10d SP1 W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 BW9 (2) SP2 W/ (6) 10d SP1 W/ (6}10d 12" STUD, 6 10d PLATE ( STUD, (4) 10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6)-10d SP1 W/ (6)-10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SP1 W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED OUBLF 2x TOP PLATE TOP OF WALL., SEE PLAN 1I MASONRY WALL OR ICE WALL. SEE PLAN 2X STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D SAME ENT /8d NAILS AT SEE GENERAL NOTI E #8 BRG . WALL DETAIL I L N FIELD AND EDGE . GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SIPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) -16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 SYP POST & (12) - 16d NAILS U = 2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) - 16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 FC 77 SYP POST & (18) - 16d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI OLMANIZED IF EXT. 2 1/2" SDS WS & 5/8" EXOPY ANCHOR, OR ATR** 5645 C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8SDS2.5 W/ (20) 1/4" x 2 1/2" SIDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI (WOLMANIZED IF EXT.) HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY ANCHOR, OR ATR*** 7870 7 x 7 P.L. HDU8SDS2.5 W/ (20) 1/4" x 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY C12 Ku (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 1h" 0.131" X 2 %" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 1/4" 0.131" X 3 1/4" NAILS & TOP PLATE 12d 0.148" X 3'A" 0.131" X 31/4" 8" O.C.(COMMON) STUD WALL 6" O.C.(GUN NAIL) CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C.(GUN NAIL) iCOLUMNS 16d 0.162" X 3 %h 0,131" X 31A" (2) 1611)(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BM3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) BM4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) - 1 3/4" x 11 7/8" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (3) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" - 3'-11" (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0" - 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. I 0 N N LO 0 m m WS01 S-2 HOSE} BIBB 58'-8" 21'-0" 23'-8" 14'-0" 7'-8" 13'-4" 10'-0" ._1'-4" ._ 12'-4" 3' 8" 10' 4" 25 SH O DBL 25 SH 16" PRECAST ABOVE ---------- -0 - ----- 16" PRECAST AE - - ---- - VE ° - - - - EGRESS 5'-6" 3,-0„ , � o FIBERGLASS - °Q 5 SH. N 7cc TUB / SHOWER uNlr r>1668 MS03 MS 03 LANAI w 00 H1 S1 00 O 8'-0" CLG H1 0o BEDR001`�/I 4 8'-0" CLG O N BATH 3 8'-0" CLG 4'-5" 2'-9" 2'-4" 4'-10" 9'-4" oo - ^ O OWNER'S BEDROOM 8'-0" CLG 2650 SH 00 J 3: TEM71g BW1 O/�A(2) 3050 SH 2868 Qboo H4 H4 BW3 7'-4" 1'-6" 3,-8" ° BREAKFAST yl 10'-0" CLG I 2-2068 2668 2868 °Q - N - - -R/SH - - Z 36" FLAT BAR 8' CLG J TOP ON 341/2" FLR LINE Oo G.T. 2 00 U-)(0 R/SH N = WALL U 4'-0" 2'-4" 3'-7" oo 3'-11" 30" 19'-0" 14'-0" ` 22068 2668 ------ ---------- -- 00 N I . ` ` ` . q R/SH 2-R/SH ` I 4'-10" 3'-8n 5,-0„ 1 - I W.I.C. I W.I.C. 12'-8" - 12'-8" h =1 �1 00 I = 00 I c\ I w O BEDROOM 3 (D Z O TI_ , KITCHEN FAMILY ROOM N T �� I N ; I I I IN 8'-0" � CLG -I 10'-0" CLG o i _ � 10'-0" CLG o o I - J O �X I L Q N _j ao G.T. r 1 - 1n -- w I i +I R/SH R/SH 0 w U_ � FLR I -III 2' 4" 4100 _ - (4 N ° ° LINE ° ° UJI Ju - - 4/0 OP'G - � i O'SBATH FLR � 1'-8" 2'-4" 8' 0" CLG a U) w CD o 8'-0" CLG LINE DROP 10"x12" (9 1 2 CrLU N 2468 R/A CLG SOFFIT 2 - o 2868 --- ------------------------ ® ` �6) 11' 4" 5'-4" °7'C04,* rll 3'-10" 8' 8" 0" 3'-3" 0" 7%1" 10„ 0 m 3X4B ABIDN N BEDR 00 I�/I 2 o 8' 0" CLG TH 2�, COL FLRG LINE � T o F.G. SHWR 8'-0" CLG 6" WALL O UT� ILITY DINING ROOM I 1 8'-0" CLG 10'-0' CLG �10"x12" FOYER C2 cg Bw3 SOFFIT 10'-0" CLG @10'-0" I 3 -8" 5'-4" 4' 10" TI I I CORNER Lu ; Z1­-' ,OwTUB /SHOWER° a PROJECTIONS Y L'm J Li �� J @ ALL LOC'S co I I ID:J ILL ,oU I= W I LIVING ROOM =::I/ 22668' rl I-j 1 SHOWN LL WF39 I � I t] I INVERTED HIP TO 10' I I '= Iw MS03 S3 ;g a bQ R/SH W.H. N II '� I�111 MS03 S1 �� W --- N LI J S1 WF01 H4 F o--------- \ -A 11-- ----------- 2868 I S3 WF02 z0 \ WS01 BW2 C2 H4 BW2 H1 VERIFY WINDOW TYPE S 3 (� "' 3068 ' - � S 2 \ 7WITH ELEVATION EGRES09 S \ (2) 2" SIDELITES MS03 \ 11' 8" 5'-0° g' 0" DBL 26 SH ^ o TRANSOM ABV. 9 S1 EA SIDE OF ENTRY \ MS03 ______________, v MET. T'HLD \ S1 ATTIC ACCESS 5'-6" 7'-6 TRANS. ABV LOCATE FIELD O.M. SEE ELEV. WF21 \ 10'0" T X 366 " MIN ENTRY S 3 CO) - -22" 10' CLG o o 00 „_ a DBL 25 SH 0 0)bo Q a I BM3 BM3 8' CEILING 2 CAR GARAGE w m I I ao 8'-0" CLG o TYP CD23 0 S2 N CD23 0 S2 TYP CANTILEVER CANTILEVER ----------------------------------- BEAM REAM 4 , 61„ -4" 12'-0" ,-4„ 12'-0" 8'-8" 13'-4" lo S12 S-2 ' H I I ' I 16 X 7 OVERHEAD IN 011177 4'-4" 16-0" 4'-4" 13'-0" 6'-8" 14'-4" 24'-8" 34'-0" 58'-8" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B O+27.6 / 29.9 © +27.6 / -37.0 © +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / 27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND CHOSE FRAMED WALL BIBB BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES rn 1. R302.5.1 Door from garage into house must be a N minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. M OP 0 In 4. R312.2.1 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings throu h which a 4-inch-diameter 102 mm g ( ) = sphere cannot pass. n n V 5. R308.4.2 All windows within 2'-0" of doors and in Oshower A4 or tub areas will be safety tempered glass. 6. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" CDX. 0') 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level MS03 equivalent to the insulation on the surrounding S1 surfaces. O 8. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box @ 36" aff 9. Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS 1st FLOOR 2516 S.F TOTAL LIVING (AC) 2516 S.F. I This item has been digitally signed and sealed by Luis Pablo Torres, P.E. On Signing Date: 09/02/2020 using Digital Signature. Printed copies of this document are not considered signed and sealed. The signature must be verified on any electronic copies. Engineer's S&S is only for the structural portions of the drawings. Any non-structural details or drawings(Electrical, HVAC, Waterproofing, Driveway Layout, etc.) are for information only and are not part of the FOR review. ,11111111111j1j %% P PBLO T No 87864 13 '.• STATE OF 41J i 2 . _ $ c r y (o It N N (DrH c c W c' � IW � 00 (D N r m « ui m F Ln 00 00 t oU C E c M'-p, . 1' CV 0)) IY O Q LLLLLL LL LL LL w 0C., do cN w M a rn LnCN 0 �2ii Li aCn � Cs 00 LLorn wyU =�d Ztcva mQo Z z G: Z 00 my°�`a ccy c Or,N O OQJ- -vmwc RrnC-3 Wm�- Ow pJ) twmo op Ln - Z M mQLL _ U' d 9 W OU p.�2$ mo i__ H.a = WWW.FDSENG.COM ❑ El El ULn n I Z o 0 0 Z O1I 10 C Z � QN � O J a � - Ln Z r- N (D i') J w � w -d rI •VO w L cm UOL M I- J CM U -CMV E W cc'. U - �0 U (n o a� C OO � s Q N O W A1nAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: (D 0= O � b-) Ln (D U ~ m N N E 2 <� 0 00 00 I ♦ I Model Name / Number: I 2508 r♦ Plan Issue Date: Wednesday, September 02, 2020 ♦ KA PROJECT NUMBER: 20-3002 FLOOR PLAN SCALE: 1/4" = 1'-O" ELEVATIONS "CR11 GARAGE 555 S.F. COVERED ENTRY (BASE) 177 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 3448 S.F I Sheet: � Of: I FLOOR PLAN