Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Plans
160 MPH OPENING PRESSURES BEARING WOOD WALL SCHEDULE " STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPADING GAP.(p10 TOP BOTTOM SPECIES NO BWl i8" (2)lad TOENAILS (2) lad TOENAILS SPF UPLIFT SP2 W/ (By10d SP1 W/ (%10d BW2 18" STUD, (6)10d PLATE STUD, (4)10d PLATE SPIF 402 BW3 18' (2) SP2 W/ (8)10d (2) SP1 W/ (6) 30d SPF O3 S'rl1D 18d PLATE STUD, 4 IN PLATE NO BW4 18° (2) led TOENAILS (2) lad TOENAILS SYP UPLIFT BW5 �2 W/ (6)i0d SP1 W/ (6)lod 18" STUD 6 10d PLATE STUQ 4-1 10d PU1TE SYP 439 (2) (2) SP2 W/ (6) SOd SP1 W/ (aylod ® IS, a) lod PLATE STUD, 4)10d PLATE SIP 978 NO BW7 12r (2) led TOENAILS (2) Sad TOENAILS � UPLIFT BW8 SP2 W/ (6)10d SPS V! (6)1Gd 12" STUD, (6) lOd PLATE STUD, 410d PLATE SIB 535 BW9 W/ 12" STUD, (6)10SP2 0 PLATE STUD, (4)10d PLATE SPF 1070 BR10 12" 12)1" TOENAILS (2)16d TOENAILS SYP 0 BWl W/ (%lOd SPS W/ (6)10d 12-SP2 STUD, SOd PLATE STUD, 44) IN PLATE SYP 586 BW12 (2) SP2 W/ (6) iod SP1 W/ (6H10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1170 9W13 NOTUSED TOPOF__WALL "il /---DOUBLE 2x TOP PLATE SEE P� MASONRY WALL OR ICF WALL, SEE PLAN 2x STUDS PER DOUBLE 2,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 MSO3/S1 FOR NO UPUFT CONNECTORS BRG WALLTO 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 i/2" TITEN HD @ 32' O.C. 7/16" OSS PLYW'D W/ SAME EMBEDMENT I NAILS AT 4"oc SEE GENERAL NOTE#8 ;BRG. WALL DETAIL IN 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, SFe AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND $P2 INDICATED IN SCHEDULE ABOVE . I W" 11 N R E CONNECTION T IGNORED. SEE 5 F B 3 INDICATED O SECOND FOOD BPS G CTI O G D INDICATED DETAIL FOR OR mR 2nd FLOOR TO WFO6/33.OR FIRST FLOOR CONNECTIONS. (NOTE: THIS IB FOR 2 STORY ONLY) C HIS IS 2 STORY PROJECTS a. IF "SW" IS INDICATED THE WALL IS CONSIDERED AND REQUIRES MIN. R SHEARWALLAND F WALL NAILS AT 4" D.C. IN HELD AND EDGE 7/1a" OSS PLYWOOD EDGE (1) SIDE PER NAILING 7. ALL $ / EXTERIOR SHEATHING NA SC E ESHFAIOR WALLS AND GRADE ACT AS SHEARWALLS. SEE PLAN AND WAILS SECTIONS FOR STUD SPACING AND GRADE A SEE IONS FOR W4 THESE ONLY 8 F BEARING ALL S BW1, B, B , 8 L S. I THE I W I INDICATEDDO HAILED T THE SNAILS ARE TOE NMLED TO THE SUPPORTING THE FLOOR LOAD NOT H HE STUDS TA NOT HAVE HARDUPLIFT, AND THE 2x PLATE CAN REATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL EA NOTPLATER U NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED W THE BEARING WALL SCHEDULE. ONE NAIL AT AN ANGLE TNROUGH THE STUD INTO THE PLATE TO ACHIEVE THE 9, 2 ETHROUGH D. i TABLE LOAD: 10d= 0.148" DNA. x 3" LONG TABLE COLUMN SCHEDULE MARK COLUMN SIZE : (BASE) CONN. & FASTENER UPLIFT(Lb) C3 (3)2 x4#2 SPIT (4)-led TOENALS 0 FC2 (3) 2 x 4 #2 SPF DTf2Z W/ 1/2" WEDGE ANCHOR* & (8)1/4" X 11/2" 2145 SDS SCREW$ (3)2x 4SYP #1-OR- (4)-16d TOENAILS 0 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* &.(8)1/4" X 11/2' 2145 SDS SCREWS C5 4 x 4 P.T.#2 ASU44 W/5/8'Ara" G=� SYP POST & (12)- led NAILS U =: 2200 6 x 6 P.T. #2 ABU86 W/ 6/8" ATR** G =12M SW POST & (12) - led NAILS U = 2300 C7 8 x 8 P.T. #2 ABUSE W/ (2) - 5/8' ATR** G = 24335 SYP POST &(18)-led NAILS U=2320: 3.Sx&SP,L ISE Pb-2400 PSI HDU5SDS2.5 W/(14)i/4'x 21/2- SOB W$ & 5/W EPDXY as" MOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5x 525 P.L HDU5SD52.5 W/(14) 1/41x 1.8E Fh 2400 PSI (WOUVIANIZED IF EXT. 21/2" SDS WS & 5/8" EXOPY ANCHOR, OR ATR** 5645 CIA 3.5 x 7 P.L 1.8E Fb=2400 PSI HDUSSDS2S W/ (20)1/4' x 21/2- SDS WS & 7/8" EPDXY. 6970 (WOLMANIZEA IF D(T.) ANCHOR OR ATR*** Ell - 5.25 x 5.25 P.L. 1SE Fb=2400 PSI (WOLMANIZFO IF ENT.) HOU&SDS2.5 W/ (20)1/4' x 21/2- BOB ws & 7/W EPDXY ANCHOR, OR ATR*** 787o - 7 x7 P-L. HDUSSDS2.5 W/ (20)1/4" x 12 1.8E Fb=2400 PSI 21,/2" SDS WS & 7/8" EPDXY 7870 OLMAMZED IF 09. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO SE SYP #1 OR SPF #2 UNO ON PLAN, 3- NAIL BUILT UP STUDS PER DETAIL WF37/8-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 8" EMBEDMENT FOR 5/8" ATR s" EMBEDMENT FOR 7/8' ATR 5. IF ICI COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 8, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.9E) MAY BE BUBSTIMED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs, PNEUMATIC GUN NAILS: COMMON NAIL DLA / LENGTH PNEUMATIC GUN COMMON w. GUN APPLICATION NAIL DtA LMGTH NAIL SPACING Sd 0431" X 2 W 0-131' X 21h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X.3 0.131" X 3' SETT PLAN BLACKING & TOE 0.14W X 3'A" 0:131" X 3'4' NAILS & TOP PLATE 12d OAW X 3'A 0.131' X 3'A' 8" O.C,(COMMON) STUD WALL 8" O.C. GUN NAIL) CORNERS lod 0.148" X 3', DAM, x 3" 8" O.C:(COMMON) STUD PACK 8' O.C. GUN NAIL COLUMNS led 0.182" X S W 0,131" X 3 4f" (2)18DICOMMON) SEE PLAN (3) ISO ( GUN NAILS) BEAM SCHEDULE MARK BEAM SEE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M 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) 0� OSB FLUOR PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012 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) OSS FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF d2d NAILS 012' OR 42) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) -13/4" x 111/4' LVL CONNECTION; PROVIDE (2) 2.OE Ftz2600 PSI, NAIL BEAM SIMPSON. LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/41 x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS 0 16" O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4" x 117/8" LVL 2AE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16. O.C. TYP. OR (2) SIMPSON NUA16 TO CMU EACH SIDE COL L N.D. ON ROOF PLAN. (2)-13/4"3 16•LVL `< 2.oE Fb=2600 PSI. NAIL BEAM CONNE ON: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSOt�t)..LSTA24 OR (2) l/4" x 31/2- SDS WOOD SIMPSOWNTS20 TO WOOD POST SCREWS 0 16' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.D. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4- BEARING EACH END) 2. SEE RAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE .MARK HEADER SIZE REMARKS Hi (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 110 FLITCH PLATE THIS SHEET. H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/9/2" FLITCH PLATE THIS SHEET HS (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1Y2" FLITCH PLATE THIS SHEET (2)-2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H6 (2)-1314"X 111/4 ATTACH TOGETHER WI(2)ROWS 1/4"Xa v2' LVL 2.OEFI>=PSI 2600 $ s - 8° p$ WD SCREVVS� 1 O.C. TYP. EACH 910E H6 (2)-13/4"X 71/4 ATTACH TOGETHER WI(3) ROWS 1W X 311Z LVL 2.0E Fb=2800 PSI SDS WDSCREWS O Is- O.C. TYP.EACHSIDE HEADER SUPPORT NO. OF JACKS & STUDS .REQ. ATOPENINGS OPENING 2x4 WALL 2x6 OR 2xS WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END V-O" - T-11" (1) (2) (1) (2) 4'.0"-9'-0" (2) (3) : (2) (2) (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 LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER E CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S$ 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NABS 12" D.c. ALONG EACH EDGE OR (3)ROWS IF2x10 OR LARGER. 1AT 6. FASTEN ALL HEADERS TO KING STUDS WITH (3)12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 0 ti 17'Z" 4'-8- JA-0" 25 SH EGRE HOSE ::. BIBS 12'-4" 3'-0" 1 N I BEDROOM #2 I ( 11'6" x 11'8" tr N 8' CEILING � I co � I I OI t 2668 O I 1 00 - TH 3 13K * A C \ S' CEILING DO O HALL R 54'-8" PATIO 14X10 10'-0" DEL 25 SH DBL 26 SH'. EGRESS DBL 25 SH 2868 © O (3D OI 00 N I 25'-10" 13'43" * N ifl IGREAT ROOM / i nd gu. g$ u In \• E I1 COMP. = UNIT ■ r A I " I I6i IBi""�?' • u 17'-4" SEE DET. MS03 ON SHEET S-1. 1 ATTACHED TO CMU W/ (1) JACK STUD. W/ (2) ROWS 12d NAILS STAGGERED ® 8" O.C. (HTT4 NOT REQUIRED) ALT. BASE CONNECTION TO HTT4. 2 (1) SIMPSON D6P EA. SIDE t$ ENTRY ONLY 15.6" x 19'8" r CATHEDRAL CL ZIP16,-2" '3" 2,-3" 4,_0„ 2,_2" N iff 3s° FLAT BAR rl I MASTER SUITE 12'8" x 16'6" rip TOP ON 34§4" 8' CEILING n ce WALL o O y WS01 S2 r -1 a q » D/t"II � 0 N , , z Q DE PLATFO ikf. I VACUNR ' SIZE WIT ---- -- ------ - - -- -`9 --- " ; ; - �--------- c --T-- r rc. y p N O c3 dL 1A a3 I W R ll r Q. CD u: r PANTRY WALLS q IC- TO CEILING 8 KIICHEN ---------- NQ`� THEDRAL CLG 3-8" 4,-0„ 7' -7" 2,_2 7 Q N N r uI'r W U) 8' CEILING 4068 a 0 I C II FOYER II W CEILING I i DINING ROOM RII 103"x158" in W CEILING III _ II dy f I S3 / ' � Z�, 34'-0" NMI 2 a' i11.�1r,v r.1• I I/ ,�r�tCl z� _ ip L9EYY� 7,-4„ -13 DEL 25 SH 16-SQUARE COLUMN 54'-8" 7'S" 9'-4" ryI b7 &U r ' M. BATH 8'CEILING `1 8' CEILING -i 6'-7" 3'{^ Ju 5',4" _c 4,40. "� HANSDN I I N - O" BOX@ 36"I.1 N Mco AFF 2468 111RIE \LINEN F FG , BW2 C2 THRU ROOF W-H. MAX DIST 35' 20'-0" NOTE: BUILDER TO PROVIDE j APPLIANCE PROTECTION IF REQUIRED BY MUNICIPALITY. SEE SHEET 4 FOR DETAILS S-1 --------------- ATTIC ACCESS LOCATE IN FIELD �. 22"X36"MIN -- ---_, 2 CAR GARAGE W CEILING _____________________________________ ________ I r I , I , r r I r r r 1'$" " r � r;l a n , s12 s-2 r H r 16x7 OVERHEAD ' g 2'.4" 16-0" 20'-8" 2'-4-- FLOOR PLAN SCALE: 1/4" = 1'-O" ALL ELEVATIONS BIBB ro N ENCLOSED - EXPOSURE B ` p +27.6 / -29.9 © +27.6 /-37.0 +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -25.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES USTED ABOVE ARE "ALLOWABLE" PRESSURES c WALL LEGEND FRAMED WALL BEARING FRAME WALL `o o ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS 9 SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR € STUD SPACING AND GRADE. 3 MASONRY WALL � YsigiTiii9fTTI GENERAL NOTES E �"�•�•ticEF°•s'', a d from 4', �.• No minimum 1. R302.5.1 Door a N garage into house must be a minimum 13/8* solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of ti „.'." •. STAT C r the building, exhaust to attic space and offlts Is not � c�acceptab the offltle. If olidsoffttIsation iInstalle 5-0on eapermitted to ch de ��through S( -te'`�,o : the venting: Pg#AI�1'baLRlIX°` •c 3. R302.6 The garage shall be separated from the ~ residence and We attic by not less than 1/2-Inch 8 ' (12.7mm) gypsum board applied to the garage Side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/81nch v (15.9mm) type X gypsum board or equivalent. Where g the separation is a floorceiling assembly, the - structure supporting the separation shell also E " protected by not less than 1/2 inch (12.7mm) gC14 tom gypsum board or equivalent. N do tk 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 rode or ( ) g ti 4+ W 7v surface below, the lowest art of S � fi o the clear opening P !; a Po .� g 3 m �a of the window shall be a minimum of 24 inches a w . a Lu i (610 Trim) above the finished floor of the room in which the window Is located. Glazingbetween the &'6 o m " _ C z floor and 24 inches 1610 mm) shall be fixed or have E a8 L m N o a o openings through which a 4dnchcilameter (102 mm) Fm °mfL1 s ere cannot ass.ph P UJI aAa6b¢ga o" 5. R308.4.2 All windows within 2'-0" of doors and in 8 m o ur shower or tub areas will be safety tempered glass, o m 994 6 T S. Ceiling for exterior entries and Covered -porches to S WWW.FOSFNGCON ❑�❑ _ have 7/16". span rated OSB nailed perzone on w� /1 tit cn 'roof diagram nailing schedule or COX 9 S Z Lr m 1X T&G acceptable for substitution. Z M AnW 7. EC: R402.2.4 Access doors from Conditioned spaces to ,,, z :s unconditioned spaces (e.g., attics and crawl spaces) $ ,� Shall be weatherstrlpped and Insulated to a level g L Il equivalent to the insulation on the surrounding g'" - Y surfaces. Z S. Laundry Note: (Unless noted otherwise) Provide dryer $ Q) y vent thru roof max. Igt. 35'-0", washer & dryer units MW (washer unit to be always on left side when facing_ 0 units) hanson box 0 36" aff 4! U E w o r } 3. Ceilings for exterior entries and covered porches to be "' 1A r 7/16" OSB on underside of roof trusses shall be to attached to all framing members with 2x blocking U'. M I provided at perimeter. The OSB shall be attached w/ ad 1O '"'�---- Iu o N S nails at 6" O.C. field and 4" O.C. at edges. or 7d screw o shank 3"D.C.field n 4" . Vi 0 and a es I ceiling to q x e � by nB o - °H' r - --1 attaches to OSB per manufacturer specifications��q�, ®AIMS HOK rSF m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 € DIVISION LOCATION: z PORT ST.[LUCIE � r C O c O ED E>; d1 Ca 0 C O N r0 �r,. e.O9 i Ci ""0 � [! o � O sc- J N N .QUA 00 0 a. coo_ U') 4-) orn Q LV E n„".. -. O M Q 11J. N '� i/t9� w' m -r,."" 1 f�� �I/� 0L� _. 4) a. p ®®.I LLI o 0 m W t0 L O0 ♦ Model Name / Number: 21'.7 AREA CALCULATIONS ♦ I Plan Issue Date: Thursday, January 2, 2020 let FLOOR 2115 S.F. g ♦ KA PROJECT NUMBER: TOTAL LIVING (AC) 2115 S.F. s 19-8671 GARAGE 432 S.F. oor Sheet: /I� Of: COVERED. ENTRY (BASE) 46 S.F. L COVERED PATIO/LANAI. TOTAL AREA UNDER ROOF 2593S.F. 10 0 FLOOR PLAN w TERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-0OR' PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER 15 DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED. SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION 06-28-12 1 STRUCTURAL REVIEW BY FDS (PLAN UPDATED) STRUCTURAL NOTES: CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5' PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARSBHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6dr. EDITION (2017) IS TO BE. IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE MASONRY WALL CONST. 1. HOLLOW LOAD BEARING U ITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH, 1900 PSI (f7 =1500 PSI ) 2. MORTAR SHALL BE TYPE "S'", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP W TO 115. CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM, PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS: PER CODE ACI 318.14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. ATA MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA- SHALL HAVE STUD PROTECTION SHIELDS, ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ•D, CBA-A OR CA-6 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5, ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD CC/G-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G AC GROUP 1 ARA RATED (48/24) SHEATHING SHALL FINISH RUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 10R 1-5/32" RATED OSB EXPOSURE 1 A MINIMUM 1/W SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IIN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70.14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530.13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL -2015 EDITION 1. CODE REQUIREMENTS: IT IS THE. INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS. OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 71/120 ROOF RAFTERS(W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE I METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF} ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD OIL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD UL (OPT). ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK. ROOMS 150 (PSF) GUARD RAIL 0 HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. L BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18' NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+)VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® Q (+) 27.6 (+) 27.6 10 (•) 29.9 !d 37.0 (+) 28.5 (+) 26.5 20 (-) 28.8 0 34.4 O 50 (+) 24.8 (+) 24.8 (•) 27.1 (•) 31.1 Y Q (+) 23.4 (+) 23.4. 100 (•) 25.7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0* x 7'-0" 1-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING, SEE FLOOR Pt AN FOR ACTUAL PRESSURES INDEX OFR 'WINGS SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC c E FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: i. MISSED "J' BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7^ EMBEDMENT. SIMPSON 'SET- EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. OVER THE PLAN. It Is the Intent of Designer/Engineer listed In theiltleblock of these documents that these documents be accurate, Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE prmAding E DEPTH AT BOOR STEPS. PLAN FOR EMBEDMENT THEABEvery 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVERINTERIOR C INEi ELEVATIONS IF SHOWN. Professionals n clear information. Eve attem has been made to ar attempt 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior t0 INSTRUCTIONS, ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6714 EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for ns undetected Engineerpriolan errors, omissions,or r Designer to RPDXY DURING BOND BEAM POUR. and notpreported to the / 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE Construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) iA"x 21A" TRENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE REASON WHATSOEVER. KA AND FOR HAS NO DUTY 0 OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE EFFECTS THEREOF, FOR ANY EAS R N RESPONSIBLE THE INDOOR AIR QUALITY, OR THE ECT THE E Q information found in these plans should be directed to our Quality LESS THAN 1720# . IF CORNER STRAP IS S SS THAN 860 LBS USE 2 MTSMl6 FOR UPLIFTSU MASONRY AND 7 10d NAILS TO TRUSS FOR UPLIFT LE)rg MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5) 1/4" x 2 1/4" TffENS ONE EACH SIDE OF TRUSS.will ORE EQUIPMENT, FROM MOISTURE MOLD FUNGUS FIRE THE VANDALISM TRESPASS ORANY OTHER CONSTRUCTION SITE MATERIALS FT, TO PROTECT WITHOUT LIMITATION THE RESIDENCE,I Q Assurance Manager321.972.0491 immediately. No ckcha es e et ba be considered for reimbursement the Designer/Engineer PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER without advanced notification and approval by the NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Deslgner/Engineer. Payments will be made In accordance to the MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. 5: IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2' NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. AMS HOMES Of Northwest FloridaIIIIIIIIIIIIIIIII .��� GULF"REEZ PARKWAY CULF:R '�C� pLOI T0J�e�r O� Q FN o (• 0 v; 4 No 87 N `* '* CV o :0: ay' STATE 0F o R .` °r <,5,; • .... •, Y�\ `era .,fP` a i� �A•e4,ver t F- adz � a33o I is REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOVC b'L! E FILE COPY �. owv m � w gg 1lj N G~p tltltl F z g LL € LU ,a"g Fi Wawv ICI gZ LMII®3$Q z o * ,2 ILL 0 IPin 0 A) m00m MLAJ o�x o N Ig IF WW+a.FDSDVDcore ❑ ❑ ❑ Z Or z ro g Q �`o a Y z o. /n C9 a Q) N 4--)W (� E U 0Ln W o V) Ln a m U N E F O � • Rio- 21 a m x c ' 6 �dno IFLORIDA CONTRACTORS LICENSE NO. CRC1330146 RE 3000 GULFB ZE PARKWAY E GU LFBREEZErFLORIDAFL 32563 PORT ST. LUCIE R IVI Job Information: / ✓ W O it � m G Z >> N w a E O �' 01 M n oo L2 o U U m 2 N a O _3Lu $ _jMWW ♦ Model Name j Number: 2117 ♦ Plan Issue Date: Thursday, January 2, 2020 ♦ KA PROJECT NUMBER: 19-8671 Sheet: Of: COVER SHEET 160 MPH OPENING PRESSURES BEARING WOOD WALL SCHEDULE UD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM CING SPECIES CAPNO10 s. (2)16d TOENAILS (2)16d TOENAILS SPF UPLIFT SP2 W/ (a) -Sod SP1 W/ (%Iod SPF 402 8" STUD, (6) lOd PATE STUD, (4)10d PATE s- (2) SP2 W/ (6)1Gd (2) SP1 W/ (8)10d SPF 803 STUD 18d PATE STUD, 4 10d PATE 8" (2)1Bd TOENAILS 12) 16d TOENAILS SYP NO UPLIFT FF13W1O SP2 W/ (6}10d SPI W/ (8)-10d 6" STUD 8 10d PLATE STUD 4 10d PATE. SYP 439 (2) SP2W/(6)SodSPS W/ (8}A08" 878 STUD 6 I.Od PATE ATESYP STUD, 4 SOd PNO 2" (2)1&I TOENAILS (2)16d TOENAILS SPF UPLIFT SP2 W/ (6}10d SP3 W/ (6}10d 2" STUD, (6) lOd PLATE STUD, 4)10d PLATE SFO `�(2) SP2 W/ (6) LOd SPi W/ (6}10d 2' STUD, (6) Hod PLATE STUD, (4)10d PATE SIFF 1070 12" (2)18d TOENAILS (2)160 TOENAILS SYP 0 SP2 iOdl BW11 �= WIB 10d PATE STUD, (4)610d PATE SYP 585 (2) SP2 BW12 12" STUD, (6)/iOd PLATE STUD, (4) 10d PLATE SYP ' 1170 BW13 rvprusEo OUBLE 2x TOP PATE TOP OF WALL y SEE PLAN 1T MASONRY WALL OR ICF WALL. SEE PAN 2x STUDS PER DOUBLE 2x HEADER PAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SEE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE M603/S-1 FOR NO UPLIFT CONNECTORS BIG WALL TO INDICATED IN WP09 CAN MASONRY WALL BEIGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING - CONNECTORS W/ (2)12d TOENAILS 6 TOP & BOTTOM EACH END FOR WALLS PER PLAN TALLER THEN S'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B 0 32 D.C. W/ 7" INPo 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 9 32" O.C. 7/16. OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"m SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 20 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 DR SPF #2 UNO ON PAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4, SP4, SPS AND SPS CONNECTORS CAN BE SUBSTITUTED IN PACE FOR THE W1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3A OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) S. IF "SW" IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/18" OSB PLYWOOD W/ ad NAILS AT 4' O.C. INFIELD 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 SWS, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PATE AND THE 2x PATE 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 PATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" CIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SEE (BASE) CONN. & FASTENER UPLIFT(Lb) C3 (3)2x4#2 SPF (4)-16d TOENAILS 0 DrM W/ 1/2- WEDGE 672 (3) 2 x 4 02 SPF ANCHOR* & (8)1/W X 11/2' 2145 SDS SCREWS C3 (3)2x 4 SYP #1-OR- (4)-16d TOENAILS 0 DTr2Z W/1/2'WEDGE 2145 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4' X 11/2" SDS SCREWS C5 4x4P.T,#2 ABU44 W/5/8"ATR** S= 222005 SYP POST & (12) - led NAILS 6 x 6 P.T. #2 ASU66 W/ 5/8" A7R** G =12000 CB SYP POST & (12) - I$d NAILS U = 2300 8 X 8 P.T. #2 ABUSS W/ (21 5/8" ATR** G = 2Z35 C7 SYP POST & (18) 100 NAILS U .2320 0 35 x3.5PL. 1.8E FO-2400 PSI HDU5SDS25 W/(LU 1/4"X 21/2" SDS WE & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L HDU5SDS2.5 W/ (14)1/4' x 1.SE R1=2400 PSI 21/2' SDS WS & 5/8" EXOPY 5645 CWOLMANI IF EXTJ ANCHOR, OR ATR-- C10 3.5 x 7 P.L 1.8E Fb=2400 PSI HDU&SDS2.5 W/ (20)1/4' x 21/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** Cll 6.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU4SSDS2.5 W/ (20)1/4" x 21/2' SOS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDUMDS2.5 W/ (20)1/4" x C12 1.8E Fb=2400 PSI 21/2' SDS WS & 7/8" EPDXY 7870 OLMANIZED IFEXT. ANCHOR.OR GENERAL COLUMN NOTES 1. SEE FLOOR PAN FOR WALL WIDTH, STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP *1 OR SPF #2 UNO ON PAN. 3, NAIL BUILT UP STUDS PER DETAIL WF37/&3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR S" 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 PAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DW. / LENGTH PNEUMATIC GUN COMMON Ys. GUN APPLICATION NAIL DIA:LENGTH NAIL SPACING Sd 0.131" X 2 W 0.131" X 2 i5" SEE PAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d DAM" x 3" 0.131' X 3" SEE PAN BLOCKING & TOE O.1W X 3'A" CASs" X 3 *A" NAILS & TOP PLATE 12d 0.1A8" X 3 4E" 0.131" X 3 iA" e" O.C.(COMMON) STUD WALL 6' O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.134" X 3" 8" 0.C.(COMMON) STUD PACK 6' O-C. GUN NAIL COLUMNS 16d 0.162" X3A4" 0,131'X 3AA" (2)16D(COMMON) SEE PAN (3)160 ( GUN NAILS) BEAM SCHEDULE MARK BEAM SEE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16'. CONNECTION: PROVIDE (2) OSB FLITCH PATE. NAIL - SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" 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 PATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST 2 ROWS OF NAILS ®.72" OR 12) SIMPSON HETA16 TO CMU A O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. '. (2) - 2 X 12 42 SYP W/ 7/10" CONNECTION! PROVIDE (2) OSB FLITCH PATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 11112" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PAN. (2).13/W x11114" LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 31/2' SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL U.N.O- ON ROOF PLAN. EACH SIDE. (2)-13/4' X 117/8' LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HETA18 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-13/4'X Is- LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) MB TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 010" O.C. TYP. OR (2) SINYSON HEFA16 TO CMU EACH SIDE COL, U.N,O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PAN 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 Ni (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/ UT FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1& FLITCH PLATE THIS SHEET (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET 111/4 ATTACH TOGETHER WI(2)ROWS 1/4'X 31/2 Q(2)-13/4'X LVL 2.0E Fb=2600 PSI SDS WD SCREWS D I6' O.C. TYP. EACH SIDE H6 (2) - 1 3/4- X 71M ATTACH TOGETHER WI (3) ROWS 1/4" X 3 1/2 LVL 2.0E Fb=2600 PSI SDS WD SCREWS P IS' 0.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKSB STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2X6 OR 2xa WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 3'-11- (1) (2) (1) (2) 9'-0" (2) (3) (2) (2) (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 13) 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. r 6 SEE DET. MS03 ON SHEET S-1. - 1 ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED 0 8" O.C. (HTT4 NOT REQUIRED) ALT. BASE CONNECTION TOHTT4 2, (1) SIMPSON DSP EA. SIDE ENTRY ONLY 54'-8 FLOOR PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS .ENCLOSED - EXPOSURE B i I +27.6 / -29; 9 B +27.6 / -37.0 +26.5 / "28.8 O +26.5 / -34.4 P\I O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / •27.5O� +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 FRAMED WALL. BEARING FRAME WALL r!�t7T.. ,... o ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING g ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR € STUD SPACING AND GRADE. MASONRY WALL ; 0 ``%NNN �aLO: 'ro 44p,, GENERAL NOTES E0 •`v,\� \�E" sF's'hy o v No 854 g Eli 1. R302.5.1 Door from garage into house must be a minimum 13/8" Solid wood door, solid or S honeycomb steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of ti O STAT OF /Uq m the building, exhaust to attic space and soffits Is not '8 p o acceptable. Ventilation shall be permitted to exit through �� S, ,.•• �'„� v the soffit If solid soft Is Installed 5'-0" on each side of OS �� N �; the venting. 3. 11302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-Inch 8 (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 a (15.9mm) type X gypsum board Or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also E N B_ to protected by not less than 1/2 inch (12.7mm) $ gg g s gypsum board or equivalent. 1p E C gmg a g 4. R312.2.1 Window sills In dwelling units, where the ul opening of an operable window is located more than b� ®� '1j 72 Inches (1829 Trim) above the finished grade or X B ra i t� ' .`2 m R LU surface below, the lowest part of the clear opening ,vJ S of the window shall be a minimum of 24 inches d' P' LL 3 a W 'e (610 Trim) above the flnlshed floor of the room In g LL g g �% a�= d: it which the window Is located. Glazing between the R s`"4 ®�_ .i7 g A < z o floor and 24 inches (510 mm) shall be fixed or have Trim) g s 'n i $ o 0 0 openings through which a 4-inchdlameter(102 m) m g"� �� gmmm sphere cannot pass. Y i 8 ® IA o 'Ia fr1ovg LL W Q H ¢ a 5. R308.4.2 All windows within 2'-0" of doors and in 8 o rd Cc,n shower or tub areas will be safety tempered glass. o lags 6. Ceiling for exterior entries and covered porches to WW'N.fOSENG.coM have 7/16". span rated OSB nailed per zone on -0 rJr M roof diagram nailing Schedule or 5/8' COX '° Z cc) 1X T&G acceptable for substitution. - M ,4 Z Z W 7. EC: R402.2.4 Access doors from conditioned spaces to � d o unconditioned spaces (e.g., attics and crawl spaces) - , shall be weatherstrlpped and Insulated to a level equivalent to the insulation on the surrounding surfaces. .9 Z c � � 8. Laundry Note: (Unless noted otherwise) Provide dryer $ v �, •� vent thru roof max, lgL 35'-0", washer & dryer. units 'I"'' W 1- (washer unit to be always on left side when facing o units) henson box 0 36' off O E Lu o 9. Ceilings for exterior entries and covered porches to be "' Ln c m 7/16" OSB on underside of roof trusses shall be t/) m m attached to all framing members with 2x blocking c V '24 E 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 antl 4" edges. Vinyl ceiling to be = o u01i attaches to OSB per manufacturer specifications � C Y DAMS H Ks 9 c FLORIDA CONTRACTORS LICENSE NO- CRC1330146 v 3000 GULFBREEZE PARKWAY w GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: PORT ST. LUCIE REVIEWED FOR 2 VI Job Information: CODE COMPLIANCE m BT. LUCIE COUNTY BOCC m v C r N 'O g Z > 1 1 y p It BILE cQPY �Q( >. IL Q M 6 0D LL 2 2 z m C4 a a 0 _J LLJ o ♦ Model Name / Number: 2117 m AREA CALCULATIONS N ♦ Plar Issue Date: Thursday, January 2, 2020 1st FLOOR 2115 S.F. g yN ♦ KA PROJECT NUMBER: TOTAL LIVING (AC) 2115 S.F. Y 19-86 .t1 GARAGE 432 S.F. Sheet: COVERED ENTRY (BASE) 46 S.F. R _•_ COVERED PATIO/LANAI FLOOR PLANTOTAL AREA UNDER ROOF 2593 S.F. GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED, 2 4' 2500 PSI CONC, SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LES OF FIBER PER CUBIC YARDFIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR FIRERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF, SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION- 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE NTH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10. PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12'.THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. _ FOOTING SCHEDULE •"SIZE MAIN( DEPTH REINFORCING _ 13RAV17Y CAP. b6] FI-0 1'-0' XCONT. 11-0" 2 fly E.W. HOT. 20DO 52A 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 E 2'6" X 2'8" 1'-0• 3 #5 EW. HOT, 11000 F3.0 3'-0' X SAY 1'-0' 4 45 E-W- HOT. 15600 F3,5 316" X 3y6" 1'-0° 4 45 E.W. HOT. 215M F4-0 1 4'-0' X 4'A' 1'-0' . 5 45 E.W. BOT. 28NO F F4.5 4'8° X 4'-6' 1'4' 5 45 EW. 807. 34b00. F5.0 5'-0- X 5'-0' I.A. 6 #5 EW. HOT. 42500 F6.0 6'-0" X 6'-0 V4' 7 #5 E.W. BOY. 61500 LEGEND INDICATES SINGLE -STORY PoOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING 3" VTR EA 1 1/2" VTR 0 U FOUNDATION PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPS` 9 tttt1:1�1/10/� e No 87 64 e a d CV f} �� uTAtE OF lit ♦`N� �BB1ilI 7 h �L �O ol ti W Ill �¢-f W a Lu E� ®L (® aN43 2 MO I4� m� rom O-o �£F WJoa 8a 0 ¢ p N m ¢ O 7 -R� WWW.FDSENG.COM ❑ ❑ ❑ z !O Z N Z M Z Q a 1_21 i a a� y � I n'2 o £ W(AVOL w rm In ZD om w 00E cn to I Q mm Sm ,AdWA\r%A1MdM FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBRE:EZIE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE I IVI Job Information: W 0 a y O 000i Wz a � 0 m Z I"- r- 00 IOi ' v 2 ' N �; C� M Q a _ ® _J LLJ Z) O o el aca cn V7 `° " Model Name / Number: Fri ♦ I Plan Issue Date: Thursday, January 2, 2020 V1 KA PROJECT NUMBER: 19-867,1 Sheet: I FOUNDATION PLAN 1 ■ (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GREINF. GRADE SEE PLAN FF ti 16" (2) #5 REBAR FM01 SINGLE STORY FTG REINF. SEE PLAN 001 7- 8" (1) #5 REBAR CONT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION OPTIONAL CURB FOR I F.F. VARIES MASONRY @ ELEV. 01-0" _— W/ (1) - 45 BAR CONT. 2 STORY: 20" X 20" REINF. r W/ (3) - #5 CONT. SEE PLAN '. (2) # 5 REBAR BEARING 16" I FM02 SECTION @ GARAGE 1/2,, = 1.-0" , (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. i IF GREATER THAN 24" CONTACT FOR OR i REFERENCE FMASW FOR STEM WALL OPTION I REINF. SEE PLAN f FM03 I THICKENED EDGE 1 1/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE LGAR. RONT WALL RECESS AT GARAGE F GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. IN. FLR. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE cov �;' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W 3 - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2"=1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) FM11 STEP DOWN BRG. REBAR —SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4 x 16" itw , ELEV. 0'-0" WITH CURB o TYP. SEC. (1) #5 BAR CONT. 8" ,I• (G.C. VERIFY) 00 --_-' F.F . REINF. i io • _ _ _ _ _ _ _ - • (SEE PLAN) 2 45 CONT. INSTALL LINING. `» 2 #5 BENT BARS W/ 7 MATERIALS PERMIN. 25" LAP SPLICE, FBGR P2709.2 •� ••' • w N I MUDDED FLR. 16" • �`„ SLOPED TO DRAIN MIN. ., ,.. #5 CONT. FM14 SECTION @ RECESS SHOWER 1 1/2" = 1'-0" FM18 TYP. STEP FTG. DETAIL 1/2" ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY 45 X 25' X 25" 717�7777, CORNER BAR ONE FOR EA. HORIZ. iv REBAR, TYP. U.N.O. _ (2)#5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10' THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=v-o- FM23 I TYP. FND PENETRATION 1/2"=1'-0" REVIEWED FOi u CODE COMPLIANCE ST. LUCIE COUNTY COCC FILE COPY \\\\\I011.1 RIR�r `,��o�QpBLQ TQR�i�r N v. No 81864,s� N *• # * " i 9' ST TE OF 14 c '✓tea •. ®s /G 1„ ,BJiC/C06010\\\ L Z Of:NCO LL LL LL W Uj a Q W O acm- a E &�o 3z,a 3 O N�_n ��zNa< v ND ° .0 _ & 00 0 m s�gsg W 4 N6M d a Y r .1 1W`h.FU3ENG.0GM ❑ 110 m 0 � � o WZ z" Q a z a F • l! T (a w E' o E _ 3 O ✓1 wo c m U 76 Um wro, 0 o o { � r acZZOO 5 = ) m c s �g� DAMS HOMES .. W� Nlllmlll• FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: ` m I r w S m v >= LzN W > N 0 .5 0) 0 m t r oo r` LL O G2 U z W N d s 0 J W o 0 J 00 (n (I) Q UL Model Name / Number: i 2117 Plan Issue Date: Thursday, January 2,2020 VI KA PROJECT NUMBER: 19-8671 a Sheet: 3 �O` { 3 ■ FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & REGEPTAQLU 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2115 x 3 = 5574 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASH ER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,995 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 24,995 A/C ( AIR HANDLER & COMP.) 1t A/C ( AUXILIARY HEAT STRIP.) O'000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,995) = 9998 + 100% OF "B" _ 120,000) = 20,000 TOTAL WATTAGE = 39,998 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 2'-8" USE 2 RED HEADS TO ANCHOR WALL ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) IFM24.1IALTERNATIVE PROTECTION BARRIERI N.T.S.I i i i COACH LIGHT BIBB COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. S. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT SO FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF HE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTERTOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210,52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT ob $4 FOUR-WAY SWITCH $DM FLUORESCENT LIGHTING DIMMER SWITCH �} CEILING MOUNTED FIXTURE ri n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN uP 110 VOLT DUPLEX OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 O— DOOR BELL 220 VOLT OUTLET UW ® SPECIAL SERVICES OUTLET D0 DISPOSAL N� T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® GARAGE DOOR ® L.E.D. DISC LIGHT PUSH BUTTON — S NEEDED SAME UNDERHEADGROUND SERVICE IW' HELERIFY CTRCALCONT ACTO T• LUCIE a $AMEAS UNDERGROUND 200 AMP SERVICE o t =2/O COPPER OR 4/0 ALUMN B® IN 2" CONDUIT METER A/C DISCONNECT UNDERGROUND C SERVICE BV V POWER COMPANY#14 COPPER TO LIGHTS AN� # 12 COPPER TO APPLIANCES AND GFI # 10 COPPER TO WATER HEATER #8 COPPER TO ANGE INTERSYSTEM#6TOHVAC BONDINGTERMINATION RE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 0 L v 9 p FPS N co LLc���N� z ,00 ; a w uJ RR LL LL LL 8�8�N 5 $g�y W a- Qo wm--% a W R, W E LL" u 4 a a ffi �¢-W `m vNo z 2 mina €s lii� tid ° 000 % m J LL W O� '� 0 0 � 6 ° ° 5 a 00 ❑ ❑ r �W?1/✓.fDSEN&COM VI M W zm 0 ¢ p 0 Z U) — Y o to O $ Q) S TW ~ fy o >_ . V —0 0 w C/1 C o m N = mm U R 64 E amour 4�! a a 0 m m s DAMS_ HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE Information: N ,l / w > OC a c z N > N °' 00 \W / ° 0 O -19 m z MOO MOO //yy�� 2 N N d 0 -j 0 0 J m U) U) t0 ♦ Model Name / Number: 2117 ♦ I Plan Issue Date: I 2, 2020 VI KA PROJECT NUMBER: 19-8671 Sheet: Of: ELECTRICAL PLAN 4W Off RIDGE VENT 12 61 ALL/ TOP OF BLOCK 6b WINDOW HEAD HEIGHT o ■ ao ; LITE TEXTURED DECORATIVE io CEMENTITIOUS COATING 25 SH WINDOW HEAL O ao ro ao FIN. FLR. (2) 25 SH (2) 25 SH El 33/2 SH OF BL( O bo 2 0" 2 0" 0 _ — FlN_FLR_ LEFT ELEVATION "By - SCALE: 1/4" = 1'-0" 48" OFF RIDGE VENT 48' OFF RIDGE VENT 2868 PATIO DOOR (2) 25 SH TOP OF BLOCK W' W_IEADOGT 0 a0 op m FlN. FLR. F FIN. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH 12 ALL 5 REAR ELEVATION "ALL" SCALE: 1/4" = 1'-0" -6" FRIEZE TYP. -- -- ALL DES SHOWN - 3- --- --- mall �� 1 1 I BAND TYP. ALL PLACES SHOWN 0.00 25 SH 0.75" AND TYP. ACES SHOWN �'0" 3068 DOOR W/21068 SIDELITES W/ 5016 TRANSOM ABOVE TOP OF BLOCK O co aD ;D FIN. FLR. G 4W Off RIDGE VENT OF TRANSOM @ 8' (2) 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING I 0.75" 0.0" 48" OFF RIDGE VENT ---'r-------- El 33/2 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 12 ALL 1 6 VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed eaualiv for Intake and exhaust Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / IT OR ridge vent provides 138.00 net sq In / sT Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2593 s.f. Totalneeded for exhaust for upper 1/3 622 net sq Inches Total needed for intake (soffit area, lower) 622 net sq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used In combo with ORV) 35 Lineal Feet of Soffit needed to meet required 113 Lineal S.F. provided by plan 228 25 SH TOP OF BLq _ — - _ _ - _ _ WINDOW -HEAD HEIGHT 0 ro � io EIN.F _ - RIGHT ELEVATION "B" SCALE: 1/4' = 1'�O" — _ TOP OF BEAM ® ENTRY TOP OF BLOCK 11 16x7 OVERHEAD FRONT ELEVATION "B" SCALE: 1/4" =1'-0" REVIEWED FOR CODE COMPLIANCE ST. LUG 61 �' 0 o 0 FLR. - FILE Cop 14 m m 4 r� 3 v`tptteteftf e<V BLO fQe �,, E` qa°��� .•SCE $•���s, O O a a �/•'••� No 864i I 's '''w ! N = m N e Y 0 STA O '„ 4 H m d Sw gE µ NCO J�J JxJ y S , BOq••I LL LL LL d �P v, Z WCj�'NA a �� r— �a W Q N�,� a LLI;, a WZ it W g� £rye U)IIIeo§o ED g��ikmLL a 8 Tg LZLI Q na68 J O N ¢ o is �.rneENaOWA ❑ ❑ ❑ z 0 0 o Z o z W a c p3 d W z Y c a tA N N ld W E Y Q E D',o c m m U f° E w OO 39— V s i141 Q O e0 ui un DAMS M MRS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION. Z PORT ST. LUCIE VI Job Information: ;3 L N m „ T y N NO W 0 N j in Om � EC 9 C z � > N �. w O a. or- r- 00 fi m M = N W N Il _IW� Oo 0 Cd _Jj m U) a U) co o ♦ Model Name Number: 6 2117 o V1 Plan Issue Date: < Thursday, January 2, 2020 ♦ KA PROJECT NUMBER: 1"671 n c, Sheet: 5 Of: 0 N ELEVATION - B ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX L THICKNESS IS 15/32".) IF 15/32" IS SEE DET. TB03 11 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PIN BLOCKING' W/ APA REI FOR SPAN 1 7/16" OSB SEE "HIP/P BLOCKING" EQ. O a -CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAILTB04- - - "X" BRACE SEE Q IVIDE DETAIL TB01 'v '0 COMPLY x :OMENDATIONS _ o ATING OF v - - - IDGE - - - - DETAIL - Q - - _ O - - - Z - - d Q Q Q a ±:L:L � - - - - EQ. i TOP & BOTTOM CHORD GABLE END BRACING @ -� 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. FTB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Nrs 4 FT. O _________________________________' - - r , � 4 FT. O '. ' O, i' O r ------------------------------------------------ FT- 4 FT. O 5r.'O .' 5 F. 4 FT. O2 , ----------------------------------- ----------- � O, O 1 ��11-- I O �` - 4 FT. -- -4fT. - O ----- -O 4FT O ROOF NAILING ZONE DIAGRAi� O NAILATBASE 2ROWS @4m0.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL NAIL OPENING PERIMETER @3"O.0 .WI8dCOMMON NAIL �+ NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/8d COMMON NAIL ZONE 1: SKI RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR. MUST USE 10d RING O W/8d COMMON NAIL. PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER SHANK NAILS) NOTE O W/ 8d COMMON NAILS @ 4" O.C. 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2' PLYWOOD (TILE) MEMBER IF GABLE END SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO NOTE: SKI NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2- DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". ALTERNATE PANEL WALL SYSTEM (PREFAB) ATrACH WALL SHEATHING W/ 160A X 15/4' STAPLES & 21'. O.C. ON EDGE & 4". O.C. IN FIELD, STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 1513T OSB (2)- 2( TOP PLATE 15/32" OSB BEYOND EXPOSURE1 EXPOSURE 1 SHEATHING SHEATHING - 11 u i II II II II u n PROVIDE I II BLOCKING AS II II REOUIREDPER II = SECTION X X IF NOT FULL II. It HEIGHT SHEET C p U II If II II It II © LOORSYSTE W LLSHEATHING 2X RIBBON OR VERTICAL BLOCKING BETWEEN FLOOR SYSTEM I/2" II I I II II II SOLID2x ru o I III I II II 11 III II II II I BLOCKING @ ALL = w SHEATHING rn III III C i I II II II I I I II II ) I EDGES (SEE SECTION X-X) N It illI II OPENING II 11 I I r-ir - h1 II II II III 1111 _ II II II II II II II STUDS BEYOND. BEYO. 11 11 I 11 I fill] III I I II I II II I I II I I I I I. II I I II II II 1 1? II I 11 II 11 1 SEE PLAN g y I � j `---(HOHORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING �- 2x4 P.T. BASE PLATE BEYOND SEE PLAN w a W0 ao� a 0M 1 � O i1mw� aiwpo NWIr U.NLL AT ALL NEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNEC VERTICAL W/ 7116" FLITCH PLATE TO WI (2) 12d TOENAll S EA. END. NAIL FLITCH C'LATE TO VERTICAL ' W/ (4) & NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTON X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE rB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T. r' CONNECTOR SCHEDULE FOR: ADAMS HOMES - 2117 ELEV B TRUSS 10 BEARING POINT TRUSS ACTUAL CONNECTORID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING A02,A03, A05, A07B, A098; A11B, A1313, CJI, ;... _741#orless HETA16/PER TRUSS MFG 1810# (9)10da.1-1/2" CJ3., CAC, 05; CJ5B, C15C.EJ7, E17B, H17 01A, CJ3A, CJ38, USA, EI6, H16 L,%))' ' - - 253 # or less H2.5A/ PER TRUSS MFG: 565# (10) 8d . (9) lOd x 1 1/2" A01, B02; B04, B05, D01B L/R ; .,. ,. - 960 # or less HETA16 / HETA16 1810# / 1810# (9) 10d x 1-1/2" (9)10dx11/2' A04, A06, AOS,.AS0, Al2, R14, 803 -653#orless HETA16/H10A 1810#/1040# 18 10d x 1-1/2" . A16„LJttl 1640#orless (2)HETA16/(2)HTS20 1920#/2620# (10)l0i#x l-1/2" 10d 1-1/2" t' --( (48) x A15 ,t swlk - 1897 # or less (2)HETA16 / PER TRUSS MFG 1920# (12) 16d (32) 16d SINKERS . 114) 1/4" x 2 1/4" TI TENS TO (26) 16d x 2 1/2 WALL @ LGT-2 ' I 002 L/MJR 5062#orless (2)LGT2J HTT51H10A? 4060#/ 4350#/ 1040# NAILS AND(1)5/8" (2) 1/2 " x 5 " TITAN HD !- DIA.AT.R:. ANCHOR BOLTS TO WALL @. s (18) lOd x 1-1/2". FGTR A16 SUPPORT COLUMN R -1640#orless DTT2Z �si145# 1/2 WA. (8) 1/4" X 1 1/2" SOS SCREWS V01-VO3 Cont; -164#orless PER TRUSS MFG tin _nsT_nn FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 , M M m m co Ln in r - O QrrO O O O CD U rUr U CJ1 cil CM CJ I W W W W CJ cil EJ7 Ell Ell EJ7 EJ7 EN A (2) PI TYP. U.N. EJ7 Ell T T T EJ7 Ell 7-00-00 7-00-00 41 T 4\ EJ Ell T T T EX ,r EJ7 I EX T ,� 4\ Ell Ell Ell i + Ell+ EJ7 -�- -� EJ7 Ell+ 2 F EJ7+ - EJ7 C + EJ7 Ell+ + CO R + � EJ EJ7 E + + 603 @ 9'- " KBade bull er A A BO C Ak A A A DO (2) ply C uL # 425o CJ 603 DO 0'- ' c "n o C 3 1 11 11 602 C3 C CJ C C p' VolCJ A BO CJ V02 C w ¢ 0 ¢ � ¢ � CO 07 03 0 U CJ M ilr�lBO CJ1 Vol w Lu B B05 O CJ5 V03 00 TRUSS LAYOUT B 0333 CJ3 SCALE:1/4"=1'-0" cj Vol CJ1 W W W W U U 17-04-00 7-04-00 9-04-00 20-08-00 SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE TYPE CONNECTOR&FASTENERS SPF SYP CONNECTOR&FASTENERS BPF SYP FRAME TO HETA16w/(9)10dx1112"OR 1810 HTA16WO0)10dx 112"AR 15N 1970 MASONRY HETA20W(9)1Ddx1 Ire 14TA20 M (10)10dx t12' FRAME TO H2.SAW 10 5dNALSFRAME( ) 636 666 RT7Aw/(10)HdNA1L5 616 586 PMARK FRAME TO H10Aw/(18)10d x 110 1015 1040 RTI6Ave07)10dx 112' SEE 1020 FRAME 1GA4w(18)10dx11/TAT2PLYTRUSONS 930 1080 RT16.2*F6)10dx1 IMAT2RYTRUSSES 935 1060 FRAMETO MTS12w/(14)10dX11ITIAT EXTERIORMNJ12w/(14)1Wx 11/T(AT EXTERIORFRAME 1005 11% LOCATION INCLUDE (3)12d TOENAILSBBO 990 LOCATION INCLUDE IS)12dTOENAILS) FRAME TO MOT wl=)10d NAILS AND 5/8^ A.T.R. W 12' "�� MWT15w(28)10d NAILS AND SIT AT.R w/ 0 4480 MASONRY EMBFDL'IFNTw/SIMPSON "SET'EP01(y 'DSO 17 EMBEDMENT W SIMPSON -SET' EPDXY TO HTS2Dw/(2a)10dx11WATEXTERIOR NTW20 w/(2{)100z112"(AT EXTERIOR 1285 1530 *FRAME FRAME LOCATION INCLUDE (3)12d TOENAILS 1245 1310 LOCATION INCLUDE(3)12d TOENAILS FRAME TO (2)HT320w/(U)1Wx 1 1W (ATEXtERIOR (2)HTW20 w/(48)lOdzt i2"(AT EXTERIOR 2670 am FRAME LOCATION INCLUDE (8)12d TOENAILS 2490 2820. LOCATION INCLUDE(6)12d TOENAILS (EA) HGT-2M(18)10d NAILS AND (2)&V A.T,R. HUQT2w(16)10d NAILS AND (2) Wr A.T.R, O FRAME TO wl 1T EMBEDMENT w/SIMPSON-SET` 10690 w112' EMBEDMENT M SIMPSON MET" 7020 9790 MASONRY EPDXY (1W3 FOR 3-PLY) EPDXY (HUQT3 FOR 34-LY) TO FGTR M(18) 11C x T WE WOOD SCREWS RFus w(12) W33 WOOD SCREWS AND 7100 OFRAME MASONRY AND (2) 12" z S' TITER HO ANCHOR BOLTS 3400 4725 (4)3/4'x 6"WEDGE-BOLT w/(16) 16d SINKERS O(1)LGT2 Ji FRAME TO &(/)1/4•x24A-TTTEN2 1750 2030 MASONRY (SEE NOTE 06 BELOW J2 FRAME TO MASONRY/ (2) LGT2 wl (32)16d SINKERS 9 04) 11Px2VVTITEIN(2PLYTRUSS) 350M 40" (2) WGT2 W (32)16d SINKERS &(10) 1/4x TWEDGE-BOLT(2 PLY TRUSS) 3100.M 3100-M 32404' 377Df 3800-F 4620-F FRAME OR 129) 16d SINKERS FOR FRAME(EN OR(32) 16d SINKERS FOR FRAME (EA) ® FRAME TO MASONRY/ (2) LGT3 W(24) 1W x I SDS SCREWS &(8)WxYTTEN(2PLYTRU55) 6570,F (2)LUGT3 w/(M)114H x 212"WS25 SCREWS&(4) 3/8" x 5" WB(2 PLY MUSS) �0.M 7050.M 50ID-M 010f 8980E W80f 7710f FRAME OR(52) 16d SINKERS FOR FRAME (EA) OR(56) 16d SINKERS FOR FRAME (EA) BEAM TO HU410 OPT HUC410 W(18) 16d 6(10) 101 G0630 HD410 OFT M4101FW(20) 10d&(10) 10d G431= O BEAM NAILS W1896 NAILS U41950 TO HU410 OPT HUC4I O W(18) TrTEN Gp4500 HD410 OPT HD4101F w/(20) 1/4-x3- GAGGES ©BEAM MASONRY 1W4 3W&(10)1Od NAILS U#I90D WEDGE -BOLT 6(10) 10d NAILS U#850 TO H(M6OPTHUC48W(6)10d NAILS B GOW G43000 HD46 OPT HU46M(6) 10d NAILS& G#1625 GWO15 ©BEAM MASONRY/ (12)1Wx2Wr TTTEN(TOMAS.) U#980 U#1135 (12)1/4'x 23/4"TAPCONS (TO MAS.) U#1030 UN860 FRAME OR (12)16d & (0)1Ed (FOR FRAME) SypF SYRM 1 OR (12)16d & (6)10d.(FOR FRAME) SYP-F SYPM (2) HF TA16 OPT (2) HETA20 (2) HTA16 OPT R) HTA20 1870 O FRAME TO I-PLYW0D)10dx1112"OR 1920 1920 1-PLYwl(10) 10dx11WOR 2430 MASONRY 2-PLY W (12)16d 2305 2365 241LY W (12)16d HTSM16w/(8)10d NAILSAND(4) 19'1QIW gy 1110 HTWMi6w(8)10d NAILS AND (4)1/4-xi&4- 1145 1225 TAPCONS WEDGE -BOLT O FRAME TO OR OR MASONRY HTSM20 M(1D)IDd NAILS AND (4)1/4"x21/4- VA 1110 HrWM20w/(10)10d NAILS AND M1/4-ASW TAPCONS WEDGE -BOLT WS 1225 ©FRAME TO H10S W(8)8d xi 12" NAILS AND (2)&8"W 780 810 MASONRY TITAN HD DTT2Z w/ (8) 114"A 10 SDS WOOD DTB-TZw/ 15) IA"A IIr WS16 WOOD OMASONRY FRAME TO SCREWS AND (1(12. 8 A.T.H. EPDXIED W 1R35 2145 SCREWS AND(1)12" O AT.R. EPDXIED W 1510 1835 SIMPSON"SE1" SEE NOTE#4) SIMPSON "SET* SEE NOTE#4) K'w/(26)16d x21/T NAILS AND (1) 5W B HTT45 w1(26) 16d x21M NAILS AND (1) OA.T.H. FRAMETO EPDXI ED W SIMPSON -SET" Q75 5090 50"0 AT.R. EPDXIED w SIMPSON-SEI" - SNIS MASONRY (SEE NOTE *4 BELOW (SEE NOTE#4 BELOW) HTT4 W(18) 16d 1Q 1/T NAILS AND (1) 515' S HTT45.1(18) 16d x21R"NAILS AND (1) FRAME TO AT.R. EPDXIED M SIMPSON-BET" 3040 4235 WB'O A.T.R. EPONEDW SIMPSON'SET` - 41W 'O MASONRY E NOTE #4 BELOW) (SEE NOTE W BELOW) O FRAME O HIOSW(24) 10dxl 12- NAILS 786 910 LUGTI W(23) Ed x11W NAILS 875 1046 FRAME HM9KT w/ 14)1L45A 12" SDS WOOD RT16M w)(9) 10d x 112' NAILS& 1395 1305 MASONRY SCREWS &0)1/4X21W TAPCONS 760 760. (4) IW x I SW TAPOONS VGT w/(16)1/4'xr BOB WOOD SCREWS& O FRAME TO (1) 5WZ A.T.R. EPDXIED w/ SIMPSON 'SET' 3556 4940 MASONRY W 12-MIN. EMBEDMENT rOFRAMETO FRAME TO (2) VGT w/ (32)1M^x3" SOS WOOD SCREWS O MASONRY &..(2)&WE AT.R EPDXIED wI SIMPSON 5170 7186 ^8ET• w/ 1T MIN. EMBEDMENT FRAME TO VGT wl (10) ima, BOB WOOD SCREWS & MUOT15 W (22)10d NAILS & HT45 wl (18) O FRAME HOU4SDS2.6 w/110)1/4-,Q We SDS WOOD 3286 495 10d NAILS &(1)WB'BAT.R. - 4160 SCREWS&(1)WS"e A:T.R. FRAME TO I (2) HTT5 W (52)1Ed"x21W NAILS & (2) HTT45 W (62)1&FX210 NAILS Y O FRAME (1) EWE A.T.R. (SEE NOTE #4) 4S11 50W 8(1)518"9 A.T.R.(SE:E NOTE 04) - 5005 cFume, muucnewe uerrcA 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEAR NQ WOOD WALLS / BEAMS W R)12d TOENAILS. SS TO TRUSS CONNECTIONS ARE PROVIDED MANUFACTURER, .N.O ON PLAIN. 2. ALL TRUSS BY TRUSS U MINUFACRI 3. O.C. MAY USE EITHER SITRUSSMPSON OR USP CONNECTIONS, SEE FRAMING FOR CONNECTOR CALL OUT. 4. FOR SIN SC SS VERTICAL OF ONFULLHEKOR SYPT.R. TTOTRUSSRSM"ATw/(2)ROWS BEDMENWNAIL8/AS"°.JI ATSTSTAGGEi.ED. A.T.R. MBEDENT.5"EAS 5. FOR I2'A,T.R. e'EMBEDMENT FOR 52"AT.R. B"EMBEDMENT FOR 718'A.T.RQFAT STEP, DEPTHMINIMUMIS MO LOERSLA:5'EMBEDMEM DEPTH IS FROM LOWER SLAB} 0. SCAB TRUSS CHORD w/4'A-2x BYP#2(MATCH CHORD LUMBER SIZE) w/(2) ROWS JW@ 4 FROM END& V O.C. STAGGERED: CENTER AT CONNECTOR LOCATION AS. MUCH AS POSSIBLE. O MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALL5I LINTELS/ ICF WALLS ONO ON PLAN 2. CONNECTION AT 24"OR T O.C. VERTICALS FORALL FLOOR TRUSSES PARALLEL TO MASONRY WALL$ SEEDETAIL FS1?/D3F RMORE INFORMATION 3. CONNECTION WAULS1ICF FOR ALL HIP TIN((CORNER JACK) TO MASONRYSONRY AT 32-O9C AX.M EACH {. CONNECTOR FOR ALL ROTOTOPOFMASONRY AT BLE) LAAx.M(2)AT VERIFY LOCATION OESNOIM RG.0 LOCATION DOES NOT CONFLICT CORNER G.C. TO LIME W O12d O WOOD AU.A3IF 5. 'CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARINQ WOOD WALIJBEAMS W (2)110 TONAILS OR TRUSSES O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FORJACKTRUSSTOWOODWALLORgFM O' MINIMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIORIEXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES ].SHINGLE ROOFING SYSTEM OVER MIN. 7/16"'OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL. PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSS EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS. SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS. LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR. REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL I$ REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REVIMMO C.M.U. OR ICF WALL ° SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. w/ 11/20 LONG T-NAILS @ 2'-0" D.C. SECURE J-CHANNEL @ 12' O.C. CODE COMPLIAN%or- ST. LUCIE COUNTY BOCC rYP. FILE COPY ETAL DRIP EDGE x SUB -FASCIA LUM FASCIA CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1--0" N I l3 � �e111n111T#y �4°ea P �`BLO To *N'0 E>JCt ,a`sp `��tSY �r N v' O 7864 :� �yT TE OF 'c o .0 „ m `p®E6111O I � e fi "N4 0 0000 w g �jN al`u e Z 08g LLI Q g'�"fi a ® � ScLL w m z C� _ 'CA/w m a Z O y�P�n 00 w w=� �LLM �m°°m H 1 MI1J o ce a n U � J § s g. www.FDSBVGcad ❑ ❑ ❑ -N Z v M z 1h Q o a QaQ nt/1 (9 d t/i U wO O (/1 cad U ci E w Op a o 6a F. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 € DIVISION LOCATION: PORT ST. LUCIE Job Information: OGO M a W M L.L o m C g Z NU > CN LLJa C] 00 0) a Z 0 M m o a 0 J W Z O o J (U) U) VI Model Name / Number: 2117 � Plan Issue Date: Thursday, January 2, 2020 VT-KA PROJECT NUMBER: 19-8671 Y Sheet: Of, 0 �n a ROOF PLAN B / G RA) LIFT LOADS FOR: 2117 B LINTELBEAM: — 1 COURSE UNTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 26" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL ELK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF STAB MS02 TYPICAL SHEAR WALL SECTION T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. N SP4 W/(8) - SOd X 11/2 SP8 FOR 2X6 AND 2x8 WALLS BLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. y INTERIOR BEARING WALL INTERIOR SHEARWALL EX EXTERIOR FRAME WALL 8" C.M.U. 2"x#2 SYP/SPF P.T. W/ (3) 1/2' X 8" "1- BOLTS OR (3) 1/2' X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILT] TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO 1 MS03I ,,. L,� u, I N.T.S. I .IA C/1r.I rlV I•ll allJ C/.TILNI r1LTG11 #5 REINR 20' MIN. LAP BAR q #3OR#4 REINFORCING BAR #'x A #4#4 1 AP RPI ICFSPI IPF 25" MIN. LAP —Ai #5 STD. 90° HOOK #5RFJNFORCING BAR #5 LaP RPtlrs SCALE:"-1'" 36" MIN. LAP r #6 REINFORCING BAR • GRADE 40 0.N.0. 46 1 AP RPL I . I MSO51 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 1/4"X2%' 12'O.C. 1 2 X.(I 1/4" X 2s/•" 12" O.C. 2 2 x 8 1/4" X 214- 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST_ iUNTEL i y 1 (2) 2X P.T. BUCKS W/ BETWEEN ' FASTEN PT i NAILER TO MASONRY 1 I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2' TAPOONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.T.S. 03 SA O ALL ELEVATIONS 0 11 HURRICANE R ANCHORS (TYP.1—► r, •s R®n.M aT tar fix. n> Rio FV! CLCAR Y •: G.MAL ¢Roof 9 MRWAR AT TCW 0 °F 1.I4111. CAVIi fl°iTq RRINreRCIND Twa'Acf WY. pRovlpp N LIN NAR fB) a" Ncmnxµ 14P111 TYPE DESIGNATION F. Fu.� wiTu ¢Boor) u . uxsxtm r OWNrr1T CL S RFbAR AT e°tt°M °i L1HT4 CAMT SFI6-1S/iT NdNAJAL wIJYr `txlANinT GF •e NOtMNAI. �FJeM RiBN¢ AT TGP MATERIALS 1, f'c precast lintels = 3500 psl. 2. f'c prestressed lintels = 6000 psi. 3. Pc grout- 3000 pal W/ maxlmum 3/8" aggregate. 4. Concrete masonry Mile (CMU) per ASTM CPO w/ minimum net area compressive strength -1.900 pal. 5. Reber provided In precast lintel per ASTM A615 GR60. 6. Field rebar Per ASTM A615 GR40 a GREG. Prestressing strand per ASTM A416 grade 270low relaxation, 1, 7/32 wire per ASTM A510. 8. Molter Pet ASTM 0270 We M M S. GENERAL NOTES I. Provide full mortar head and bedjoints. 2. Shore glued gmels as required. 3. Installa[ion of lintel must comply with the architectural and/or Struchlrel drawings. 4. Untels are manufactured. with 5-1/2" long notches at the ends to a000mmodat6 vertical cell reinforcing and grouting. 5. All lintels mast or 8=89d L/360 veltical deflection, except finals 17'-4- and longer with a nominal hall of 8" meet or exceed L/180. 6. Bottom field added Once, to be located at the bottom of the [Intel cavity. 7. 7/32" diameter wite wrups are welded to the bottom steel for mechanical anchorage. B. Cast-inplaee concrete maybe provided in composite lintel In lieu of concrete masonry units. 9. Safe lead ratings based on rational design analysis per ACI 318 and ACI 530 10.Untel min, depths are called out on lintel plan. t contractor installs a deeper lintel than Indicated on die plan, doing this Increases the alrength of the lintel and Is approved without engineering letter. If a smaller lintel Is Installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. NI values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced. by 20% R bearing length is less limn 6-1/2". Safe foods for all recessed llmels based on 8" nominal beading. 2. N.R. - Not Rated. 3. Safe leads are total superimposed allowable load on the section specified. 4. Safe bads based On grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by Providing addlonal reinforced masonry above the Precast lintel. 6. One #7 rebar may be substituted for Im 95 mbam In 8" IlMels only. T. The designer may evaluate concenlmted loads from the safe load tables by calculating the maMmum malsting manent and shear at 6away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads In units of pounds per Ilnear toot. 1 i 1 i REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC i , 'PRECAST'U" LINTEL w/ SCOOPS] GONG. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT. N P RESAR ON BOTH SIDES OF OPENING U.NA. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #a BAR FOR ALL FILE COPY I //� GROUT SHALL BE FLUSH f WITH TOP OF WALL 10" /—STD. 90 HOOK SEE FOUNDATION PLAN PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT N7S n a TYP. BOND BEAM 8•xS'x16"K.O. c LINTEL BLOCK a FILL W/3D00 P.S.I. CONC. W/1 #5 DIA. F REBAR u INDICATES FILLED C CELL FROM Ff#. TO s BEAM 1#5 [ 84R MIN. f C 0 C f TYP. DDWEL 25" t MIN. LAP (ACI 530) 5 F JJ PJD 87 4 *• a N OF :' 4 STAT O . 4.1 °JtoeoP� T 1 7 i �tNm �S;ax j ca l 1® u)Qx� i b�I aJJk ik ;k 3E a63, .1. UJ ftiaafaOVN01 LL.W IY , m Wg Sm3{ yT a W W LI.I 0§6 t ¢ Ri z o`uo z O S F$gg P,Bw 0o0 z oPLLM$ -E5. AYd�� s I� 85 o UO5 � G 12 g o WWW,FDSENG.COM ❑ ❑ ❑ 1 1 VI to i Z r- m 0 r Z tor CQ _r J — s Z o. V)(DN g I W I 0 E i u _ Q w o ` Ln �" DO N 0 m Or) W OO saw op N c 10. x =IC Q mom �4910 DAMS HO 8 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. L.UCIE VI Job Information: ) (0 V! W G L C ZN > N 00 LLJ 0 m O p Y ll 1- r 00 ILL. v i zR • • 04 U 00 O /y�W/� LQ Model Name / Number: 2117 Plan Issue Date: Thursday, January 2, 2020 KA PROJECT NUMBER: 19-8671 Sheet: SMI Of: , LINTEL PLAN 2x6 #2 SYP P.T. ° SIMPSON HEFA 16 W/ (2)'/z'x5" 111 EACH END SEE FLOOR PLAN WEDGEANCHOR FOR BEAM SPEC. 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X U 1 1/2" STEEL LAG BOLT , GnrvL, ° N W/ WASHER. MIN. 6 PER TRACK TO JAMB. 'a . a: • . W (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o n o "J" BOLTS WASHERS SET IN ° FILLED CELL W/ #5 TYP. FILLED CELL „ y MIN. 5 PER JAMB. VERTICAL b " E g � n L SECTIONAL @4 OVERHEAD n 3 DOOR x CONT. P.T.#2 :.; WOOD SYP 2" X 6" ; ° 1 n III TRIM 'o ., ° Pa0�7tri 2"x6" P.T. WOOD JAMB T °a Q `�5 * Gt N i��aJ� o \ DOOR AND CONNECTION PER J O° ! No 874 d N GARAGE DOOR MANUFACTURER GARAGE SLAB z, : ; TYP. GARAGE DOOR TRACK MOUNTING DETAIL '' c"T :`1I7y �OF asp, • ' r ' Y,> .a NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS 0`%1®71tl G011°+ �`"�, DETAIL- UNLESS NOTED OTHERWISE � I MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.Ts. CD21 ENTRY CMU COLUMN/BEAM N.T.S. v a 0 E « dLz w m a pj e wyW gij�g �R � N g^ �•- 0 U) " O eVV U RCc �QJ n? J J J ypp[E�{ ` W mNNOf tL li LL LP r h 8^A$ UJ Q �8mb V vi 2,R BLOWN -IN R-30 INSULATION PER FBC a€ c I,LI S n a it C% Y mks a c AND ENERGY FORM SUBMITTED WITH v m �Z $ �. Z U o O y - BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) v ""°, g zB N 3 F"� C; in r c m c FBC AND ENERGY FORM SUBMITTED ' 12 12 FIBERGLASS SHINGLES OR Y ° dp Z LL WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES SEE PLAN (PER ELEVATION) !� TILE ROOF s @ E€ W 8 SEE PLAN (FOR VENTED ATTICS) \ PER RFBCR 905 1..1 OVAPPROVED ER R PAMENT o gal p J FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING TRUSSES @ 24" O.C. 'b- y t o.m ° ,- www.ruservs.caw ❑ 110 /� 0 0 TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF .. m PER FBCR 905.1.1 OVER APA NAILING SCHEDULE) a (\ 1WJ� Z M - M g RATED STRUCTURAL SHEATHING PRE-ENG. WOOD (SEE STRUCTURAL NOTES '• TRUSS ANCHOR (SEE PLAN) ,- '' • SEE PLAN FOR ,� Z Z TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF _ _ _ BRG. HT. - r R`o NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL FELT PAPER OR . • ' METAL DRIP EDGE j , Y �, / , 1' TO BE INSTALLED ON OUTSIDE TRUSS PLATE Z Q v' , �(��J� 1J`.,. ti. 1��- I. -.,. FACE 3/4" P.T. NAILER r 2X SUBFASCIA .w (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR c H /''� �1/1 C9 ¢ ' �l SOFFIT. SEE ARCH. 1/2" DRYWALL Wv w �- tMETAL DRIP EDGE PLANS CURTAIN NAILER 2 X 4 P.T. PLATE END F SUPPORTING BEAM. Lo Lo FS U 1/2" DRYWALL CONNECT ALL 2x STU 2X SUBFASC[A 8x8x 16 K,0. ,I LINTEL BLOCK S x 8 P.T. ENDOWS „ p,H• W/(1)#5 DIA. RL'BAR& KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. E �0 C m V)TO - 1GdTTOENADSP PLATE W�H `4) SOFFIT. SEE ARCH. N SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- PLANS PRECAST "U" LINTEL OO �� �° N ERS FOR NON LOAD- Ow va ui 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE N i " ° 0 BEARING SIDES NAILED ° 0 o N 7 ° w/ 16d NAILS @ 8" O.C. °0v a°v U o L moon OPTION: 15/32" OSB EXPOSURE 1 ON O'H" C X 8" 1 BOLTS w MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL WALL EDGES BLOCKED. (1) CENTERED EA. (TYP.)<l COURSE HIGH A.F.F. (1) DA S: HOIMIRS ADDED BELOW THE HEADER W/ EACH SEE ELEV, SEE TB13 FOR NAIL ATTACHMENT. STAPLE: 16 GA. 1 3/4" / CMU BASE FILLED W CONC SIDE w/2" WASHERS ° i / REVIEWED FOR �— PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) n (TYP.) W/ (4) VERTICAL RENF W/ NABS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON piFILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP p k.COMPLIANCE a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI CONC. ALL LOCATIONS PLAN AI -Al OF COLUMN �^ LUCIE COUNTY i0 v 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN „ SHOWN ON FOUNDATION®^^ & FLOOR PLANS c a GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN u li V DIVISION LOCATION: LOCATION OF OPENINGS IN �, 0 PORT ST. LUCI E EXTERIOR WOOD WALLS. IF NO SIMPSON LSTA30 AN OPENINGS ARE INDICATED, FULL r w/11-10d TO BEAM EC. ♦ Job Information: STUDS ARE REQUIRED). y & TO FRAME BELOW m 8 NOTE: 44" MAX. SELL HGT. ON ALL BEDROOM WINDOWS. 1 '. d VINYL FRAMED WINDOW d NF ` m W/ SCREEN WINDOW STOOL d c T w CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS n PRECAST CONC SILL CppY o LL > Im m > C-926-98A H PAPER BACKED FOIL R-4.1 H � 9 ZX STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL y y o N MORE INFORMATION). SEE TB33 1/2' DRYWALL PER FBC AND ENERGY FORM y , EXTERIOR FINISH - SUBMITTED WITH PERMIT s ON SHEET 6 APPLICATION ' (SEE ELEVATIONS) FOR NAILING INFORMATION FOR a R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 PS FURRING FTG. DOWEL #6 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" —� F W Q00 a AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" 71TEN EXTEND (ACI 530) ABOVE BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 ' E > O M WITH PERMIT APPLICATION HD) w/2" WASHER AT 32"O.C. Al , Al BUILT-UP CORNER MIN (3) 2X4 w/10-10d TO COLUMN ° 8 O 0 00 I. WOOD BASE MIN. 6" FROM END -SEE W507 WOOD BASE ON FOUNDATION PLAN POST OR 4X4 POST w/ 2x4 UNDER m Z r- r` 2 FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR EACH END OF BEAM v m �- Y V O a , FOR STAB INFORMATION _ _ _ _TOP OF_SLAB _ _ SLAB INFORMATION ' TOP OF SLAB � _ _ _ _ _ • ' � � NOTE: 2 X 4 P.T. PLATE 0 � 4T BOTTOM STRAPS MUST BE00 + JO - ' ;0 �' INSTALLED ON INSIDE OF COLUMN. DO NOT BEND �'I�,�,„ ^ ♦ Model Name /Number; GRADE 1- GRADE ^' STRAPS UNDER PLATE. °' ° 2117 CLEAN g o o SEE PLAN FOR ", N PLACE STRAPS IN FILL " CELLS w/#5 REBAR .'.,. ° q w ° ♦ Plan Issue Date: COMPACTED , REBAR QUAh1TITIES .. „ �' -(TYP.)4 COURSE HIGH CMU BASE FILL '' °; '', ;;'; •. FILLED w/ CONC -SEE PLAN FOR TI 7 SIZE. TOP OF COLUMN BASE - Thursday, January 2, 2020 SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION 2'-0" AFF , . ♦ KA PROJECT NUMBER: 16" FOR FTG REQUIREMENTS PLAN m Y 19-8671 NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T o Sheet: S-2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=l'-O" WSO1 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. w a 0 ° TYPICAL FRAMING DETAILS m m w m a 4" 14i Q 4 Q (2) 2 x 4 LAMINATIONS W/(I) (3) 2 x 4 LAMINATIONS W/ 12) (3) 2 x 6 LAMINATIONS W/ (2) Row OF STAGGERED 10U ROWS OF STAGGERED 16d ROWS OF STAGGERED led COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS X = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D - 0.182", L= 311/2") OR EQUAL (D = 0.162% L= 31/2') OR EQUAL NIITFC, 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2' LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR L�., SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS I L .Ly REINFORCEMENT REQUIRED) F.F. NERHANG FOR OVERHANGS BETWEEN 5/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 5/8"-NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.s. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CIVIL -, 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 -8d EA. END EDGE VIEW SP4 AT (3) 16d COMMON 24" O.C. NAILS(TYP)� SEE PLAN FOR WLL HGT. I� 1 , • • • LOCATION----.,, a00, 0 • .. ,III R . O.C.• SIDE• • NAILER•%;III 2x W/ (2) 16d TOENAILS EACH END TYP. BOX HEADER EACH END WINDOW OR DOOR OPN'G -CMU WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1'-0" PROVIDE 2x4 ON TO OF 2xB TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 48 4f 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN RPLATE W 8d 2 1 2" x 0.131 NAILS PIA (SIM. w/ 2x6 REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ UBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP 2 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP.iro "44, TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ W O.C. WOOD BEAM SEE PLAN FOR SIZE , SIMPSON HUC410 OR (2) ' Ip HUC210 ' r i TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d � I NAILS @ 8" D.C. EACH PLY I, I (SHOWN AS 4 x 4) , � (2) SIMPSON HETA20's W/(12) -16d EA. TO COL, + ' ALT: -BOTTOM SPLICE TYPICAL BLOCK � 1 ER D W/ (1 )STRAPS CENTERED w/ (13)•IOd NAILS / OVER STUD \ WALL 4 '` u . Ea TO COL. TIE BEAM WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'{ * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JAGS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS I KINGS JACKS KINGS SIZE EA END JEA END EA END EA END LESS THAN 4' (1) 2 (1) 2) >4' BUT <9' (2) 1 (3) (2) (2) 01- " - 16' 3 4 3 q 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE FEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12' O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" C/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HT74 W/(18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. REVIEWED FOR ROCC 12 FILE COPY SEE ELEV. (TYP) PRE-ENGINEERED WOOD TRUSSES @ 24" O/C //UPLIFT CONNECTOR (SEE SCHEDULE) / , DOUBLE 2"x4" TOP PLATE STUDS @ 16" C/C -CRICKET AS REQUIRED SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) - - SIMPSON SP1 @ EA. STUD - 2"x P.T. PLATE MAIN SPAN ROOF TRUSS F 1/2" X 8" "J" BOLT @ 24" O/C MAX UPLIFT CONNECTOR 8" x 8" x 16" K.O. (SEE SCHEDULE) BLOCK W/ 1 #5 CONT. CMU WALL WF42 I KNEEWALL ABOVE MASONRY WALL 3/4" = 1'-0" �n a a°,®ceaeu ': $7 .. NO r' `• STAT' +f10i� i9 g V <LO W 00 cam ii Q �i-N� a W ais=5 Lyj gQW Oaaaaz '02• �R 9N0 3 Z 0 g V Nm�Fo gc� _•gomm ¢pOpO s" o.z �$ � wftsosmc' COM ❑ ❑ ❑ M z N O w W z � Q o �N � d � m W F EJ W QW p c m un E- U 12CAE CO v 2 05 m cJ c L�vs Q m o o°D a'Im Ar. n "w FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 PORT ST. LUCIE IVI Job Information: `y y m rn / rro W O N c z >� \W ° 0 m / P- P- O0 LL 122 z F- Y U N a ._I m (n a) cD u ♦ Model Name / Number: 2JA7 S ♦ Plan Issue Date: Thursday, January 2, 2020 ♦ KA PROJECT NUMBER: 19-8671 Y o Sheet: S-3 Of: o TYPICAL WALL DETAILS U *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN ' / rl, i TO BE LESS THAN '" 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. OR ` OR EQUAL TO 450 O.H.UNDER SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. MINIMUM 2"x4" "" 8d NAILS @ 4" O.C. AND ROOF YSOOR -- '- CROSS BRACING t --� "�--. THING, SEE T613 2x4 SYP BLOCKING SPECIFlCATIONS - (SEE PLAN FOR BETWEEN TRUSSES @ 48" !� LOCATION) ,. -' ' , � BLOCKING O.C. MAX. FASTEN TO EA.7 2x4 SYP I BRACE FOR TRUSS W/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL f " END 2x6 SYP I BRACE FOR APPROX. 8 CROSS RIDGE GABLES 6'-0" AND TALLER. - '- THEN 48" O.C. AFTER. NAIL W ATTACH L BRACE w / / 3-12d @ EACH FEND & @ 12d NAILS @ 4" O.C. CROSSING c % AT 45 ANGLE. GABLE TRUSS (NOT REQ'D WHEN GABLE IS _ 4'-1" OR SHORTER) ASTEN (1) SIM ON HGA10 12" LONG 2x4 02 SYP BLOCK AT m i. CONT 2x4 SYP SPANNING (4) RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO TRUSS BAYS (8'-0") NAILED IAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d , w/ 3-12d TO CHORD (MIN LOCK/PLATE NAIL GABLE TRUSS PER JOINT _ 1ST 4 BAYS) TO TOP PLATE w/ 16d NAILS @ 4" D.C. CONTINUOUS LATERAL BRACING- 2x8 T. PLATE 1/2"x8" ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN- "-4 4 BAYS AT 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS ' KNOCK OUT COURSE c CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL m W/ (3) 12d @ EACH TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE z TRUSS w/ 2-12d AND 1 TB13 FOR ATTACHMENT SIMPSON H8 w/ OVER JACK TRUSSES, SEE PLAN. q .3 m TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. 10-10dx11/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. 8 1/4"x1 1/2" m w/ PROVIDE 2X4 MIN. BLOCKING AT SIDS WOOD SCREWS GABLE 2X4 BLOCKING W/ 2-12d TOENAILS NAIL TOP OF L CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ 12D END TO TOP PLATE BEAM / TO GABLE TRUSS 8 2-12d US FRAMED WALL OR BEAM AND 1-SIMPSON HS w/ c ,`014119d116iBdA Q AI&L-© To ®,�? (2) NAILS EACH ENO TO TRUSS TOP BELOW, SEE PLAN. 10d x 11/2" NAILS INC C �\G id CHORD @WOOD FRAMED WALL @DUTCH GABLE ®N -v; sa '••, o �, No B !a. E e I-0 CN A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. L a `o ,. STAT OF m WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP y~�rO'��.°�� �`� A ----- SHEATHINGTRUCTURA PACE $ O aMIn G.T. 7� c rf�� S10 ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 i N! 1lYi9V�b TOP CHORD WHEN REQ'D NAIL TO TOP CHORD s TO PREVENT SHEATHING JACK - - - OF HIPPED TRUSS W/ v !, SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C.,, MAX 24" SPAN (EITHER G.I n m SIDE OR BOTH IF REQ'D) m ROOF (2) 12D NAILS AT 12" O.C. MAX MINIMUM (3) 12d PER JOINT MINIMUM 2"X4" SPF OR „ o n m co SHEATHING SEE * SPACED AT 10'-O" MAX SYP TRUSS BRACING a� PLAN =w g mN 2X4 BLOCKING Tmmo Rim 6 N S Z W ci EL HIP TRUSS BETWEEN TRUSSES d B a i n s Ww m m LLI Y Z m�v� FT HIP /RIDGE BLOCKING DETAIL N.T.S. TBO4 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. w z Na.5 N'S H Z:l�Smt��mo VVVV��I+ m m a�����oa 8 o O uJ r 0 -5 U J ytE z a .Gat ❑ ❑ ❑ WM1YW, RJSENG.COM m A � m z m TRUSS NOTES: Z Z m N _ Q 7 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 5 O_ (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED 27'. 'i M TO S SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY S - CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT O _ �. EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL m w LATERAL BRACING SPECIFIED BY TRUSS MANVF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. o E 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT E V — ,O4 O ul ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. m C m S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. Ln \/ SEE TYP. TRUSS BLOCKING DETAILS iT6 V m SHEATHING i6 L) L' N w O O $ 3 TO 4 TRUSS 4 AS SHOWN ! o m U m O o0 TRUSS SPACES DIRECT ON .N C o fax \W FILE A DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" D.C. NAILS W/ (4) 12d TOP & BOTTOM ) HS SEE TRUSS TO OR HCLR/LL IN PLACE OF (41 10D SECTION TO EA TRUSS O REQUIRED 0 RAFTERS GREATER THL B-B FLORIDA CONTRACTORS LICENSE NO. CRC1330146 FOR m 3000 GULFBREEZE PARKWAY REVIEWED sEDPUN WBLEiOP DaDB E GULFBREEZE, FLORIDA32563 PRE -ENO. TRUSS 77LATE SECTIONS-B TOP PLATE CODE COMPLIANCE a DIVISION LOCATION: x STUD WALL SEE PLAN ST. LUCIE COUNTY m PORT ST. LUCIE CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2x8 42 BOCC m ` Job Information: (4) 12d WHEN R LANDS $PF 4W O.C. W/ (4) 12d w NEXT TO PRE-ENG. TRUSS 2xB BLKING. NAILED CD EACH TOP & BOTTOM OR H5 OR 4) SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ 12) MT512'S REQUIRED ®RAFTERS GREATER -c ¢ N B THAN 8'-0" W COLLARTIE FILE COPY SHEATHIN EVERY 3N RAFTER O z O C 2X4 BLOCKING BETWEEN CB BEVEL CUTS rl m C TRUSSES W/ (2) 12d NAILS (OPTIONAL) EACH END. CONT. EACH BAY n m 7 ' B TB 4/2 SCREW2EACH TRUSS L� Go ALTERNATING DB WOOD m � Q 0) BLOCKING OR H5 48" O.C. M PRE{TUG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TH STRUCTURALSHEAING CHORD AT ALL HAND FRAMED AREAS TYP. / : U U 00 _ G) SEE PLAN FOR CONNECTION m o Y IJ W CV LL B 2 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS (@ DIAGONAL WOOD - 2XS N2 SYP RIDGE BEAM O O co V / U) CO tL EACH END AT 8 -0TRUSS X� MAX•F 2x6 RAFTERS 2'-0"O.C. N V Model Name/ Number: MAX. W/ (3) 12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM - (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 FT @ 2'-0" O.C. MAX W / (3) 30D 2117 MASONRY COMMON TOE NAILS TO RIDGE BEAM STEEL 2X4 COIN. AT STEEL OR WOOD y Plan Issue Date: T & B CHORD BEARING SUPPORT '� Thursday, January 2, 2020 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING gVI KA PROJECT NUMBER: d x 19-8671 a � Sheet: SA Of. TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. ROOF FRAMING a 0 AND BRACING DETAILS n 6" 2 THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum Of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. M. SPA, EVEI RN 6" 6- SINGLE DOOR 71, SPA EVE N1 SINGLE DOOR W SIDELITE Fill 6, 3" 3" 3„ Z3' 3„ fl3" I III III f I ;^ E 163'3" 3" 6„ DOUBLE DOOR W/ SIDELITES ;" 6' iPACE :VENLY ill 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-019 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. .I {-TOP OF SLAB m I I Z I 'ill III °1 1°.II°oil' 1- Ir Ir I 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. ill SPACE EVENLY I ale 71 s W use in Valley centerline SHINGLE INSTALLATION GUIDE 8. W aliVUINT U NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. wy"oct` ice/ efi U^de�eP,l \ b" 31�sP EB"se 31a ODO.CeoP� A 1�Gaps ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT MPUED ALL LEVEL VALLEY TEXNRED, PAINTED BEHIND BASHING LOCATIONS) ETTER. WALL FINISH AND EXTENDING A MINIMUM Or 6" ABOVE 8"x8"HGALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEN01L T ENTRY PIASTER STO SEALANT R0Or SHINGLES fill X a" H GALV. rl.ASHIVO CONTI - FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FLasleiluc AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION BUCK STRIPS - 2x (DEPTH OF WIDOW ''-• AND/OR SGD FRAME MIN.) GLUE STRIP t w/ ADHESIVE SEALANT & SCREW w/ 3/16" • ''' x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. no R906.28,5 DRIP EDDE. PRDVIUE LMP Wet Al EAVES AND BABLES OF SHINGLE ROOFS. OVERLAP TO DE A MINMUM O'Sa ;1Scm). DIVE DRIP EDGES SHALL EX'END ALI BELOW SHEATHING AND E%IEIND BACK ON THE ROOF A MINIMUM OF 21N. DRIP EDGE AT EAVES SHALL BE FERMRTED TO BE INSTALLED EITHER OVER OR IFIDFR THE LNDFRI AYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM gin WIDTH OF ROOF CEMENT INSTALLED OVER IHE URIP EUGE kWNG_. URIP EDGE SHNA bL MECHANICALLY FASTEN U A MAXIMUM OF 12r ON CENTER WHERE THE wC1 AS DETERMINED N ACCORANCE WITH SECTION 11301.2.1.3 IS 110 MPH ILTi KM/HI OR GnMTER OR THE ME N ROOF HEIGHT EXCEEDS 33 FEET i10,058 Rm), BMP EDGES SHA'1 BE MEOHMICAI I Y FA.STFNFYI A MAXIMUM OF4INGHES ON CENTER GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. I YF'I(;AL 2X bU(:K I NSTALLATION OF WI N DOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HO. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 0 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME ..... BY OTHERS SHEATHING — BY OTHERS CAULK BETWEEN FIN &SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O:A, WINDOW' HEIGHT EXTERIOR 1'1/2" MIN. EMBEbMENT //1'-08 WOOD SCREW 14111 i!AN �� III I INTERIC7R TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S fi 1/4" MAX. SHIM SPACE Wallfraadng; *2 Sprum/PFAe/Fir Or Beber 5gmne Sam #18a - � Minimum Penetragnn Glbtng&ad 1-3/8" Crow Section View nlmum 1rz ne IMINvaa1 SheMrng �n-vF oN . m: ,army vaiw ft nagW, me Du UIC wrap may De pea so balk ror mspeLtloq but please re.stick me wrap to prole ?be OWs From s ascnes ar,tl [her AaR age Lot, mnsovdiol is complete Sep 1 Mum to be sure the opening is 3/8" to 1/2" larger than the window Sim both vemcalty and horbontalty. " You may wish ro Predrill the instaladOn holes in the fin M this ti me hOks #9 be mounging,As, as Wy are nor ,xanessm m Step 2 Apgty a generous bead Of ShOON to the badmids tithe mounting fin. Use enough slow to suflkkndy fill all voids between the An and the wall sheath' . S* 3 Dealt it* WhIlm has, the Opening tram the outside. The Window Is labeled "belle" all "outs ", but 0 thee labeh Name been machad, the glazing bead Should always be t0 the mside of the building. Step 4 Install shims under the SIR, adjtti them until the unit Is Wants in the opening. Shmw should be aWalkd under the sill every 2 feet. The vita ly Should be basically centered in the opening with no more than Ijlr gap between the wbdowand wall Step 5 Irstela#10x1-1 Ysunv, i" from lhemrtar of the fin at each end ofthelowd,slll and baujanotts, Sep 8. Install the remaining festenas In 8" Increments from tlne caner screws lathe cents of each home member. Use carenot to over- tghten tie saws and pull U*m through the fin. ASD, make sure the screws go in straightand do net calsethe frame to bow. Wall h n*g should be a mlMmum of #2 SPrum/PaWRr. Fistaf im dfwd be#10 strews Ofsufiemt lengthto achieve)-Vir perietradon into the wall and ilo law than 2/7 from edge of Fasiwler auamHw[ra"M lna"fi Wa MFn„r lnarNlr-a+swim -- Sep 8 If desired, a loam msulatun on be applied to the interior gap between the wiMaw and wall homing. If applied, tlrismu#be me NON EXPANOIN6 YYPEFOAM. Step 9 Since these windows are Iypolly used in rooms with high mcsbae, is,, bathrooms, it is mconlmended that the Interim gap between the winch, and wall framing also be sealed With silica a and tooled so as not to interfere with the Installation of wallboard, die Or trim. Scep 10 Once all construction Is complete, remove the bubble wrap ryom the trade And ouWde of thewindow. If necessary, clean t es Math with a mild denagent and vonn water using ason cloth. Failure to follow these Procedures will void any and all warranties. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Approval # pp Method Roofing: 1st Choice 'COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8' MIN PENETRATION THRU SHEATHING ROOFING VENTS - Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off-r!d event" "FROM EDGE AND A" O-CTYPICAL MAX, FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WODUODLAND TYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 NSTRIES INC#30 ASPHA"ATURATED ORGAN C E ATTACHED IN ACCORDANCE WITH R905.1.1 I FL172 2nd Choice .1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2ax6" P.T. WOOD JAMB WITH (5) 1/2" DIA. It 8" "J' BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 8 x 7 FL15279.36 Swing Doors: 1st Choice +67.0/'67.0 THERMA TRU-CORP. FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED � ��11��,""�G ��yp�� TAPCONS MIN, sill FROM TOP &BOTTOM IIE�,mVfa�E® 0461.1 461.19 AND MIN. 12" O.C. THEREAFTER. THE .�y�il�L�M■, 1 BE ATTACHED WITH 3/16" X 3" W00 It Y PL 2nd Choice +67.0/-67.0 THERMA TRUCORP. FIBERGLASS DOOR FLUSH OUTSH TOP & BOTTOM OF INTERSECTIONS AN N. " 0 o THEREAFTER. (TYPICAL ALL 4 SIDES) . N Ip g Siding: 1st Choice +0/ -146.3 The Tapco Group 7" Staggered Shakes INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING NAILS Ih*' LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL FL20403.17 N.A. N.A. N.A. Choice SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 35Q SERIES Si a Hung (fin) SEE BUCK DETAILS (THIS PAGE)l FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 136" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/W MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS plClUfB WlntlOw SUFFIENT LENGTH TO ACHIEVE -1%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Venfcal FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A Horizontal MINIMUM FL 15804.2 M-1926 EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass" • 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 1,6" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 Hurricane Panels- 1st Choice 46 PSF HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT. TOP'-/A"-20 MALE PANELMATE W / FL16293.1 I 46 PSF IN1T. PANEL MFG. INC. Steel Storm WINGNUTS AT 12ih" O.C. BOTTOM 1/4"-20 SIDEWALK Panels BOLT w/ POWERS CAL-K4N I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: Fl. # 87864 aee„�tnnitt''A� A �, O v' 64 w n NC w 87 I •� ' CCv * E\1 o: (y o cu: OF .y: S1AT 4C/ o�AU�' I 1 • AAAAAp �t0eyAe III N � 7 f0 r co rip i 9`a D z W RrN� LL LL LL � llamac,ml`o W dil!M -� j w LL- LAj_ Z O a m w w a¢ 0 tz 8�. p m`"No 2 z tz g�N21 Iy�Ems ¢ & �p0] �aiw Q aiLLms f17 i ygy W o� S N L ti-$�'� VNNJ.FDSFNG.CtxM 04 z a ED 10 m N o � W J OIL Z o I �Q) N w F o e u t/1 zD m 0Lf) r0 H= Woo m ro U w Opo 00 v x oo a fix FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 OULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 v DIVISION LOCATION: PORT ST. LUCIE Job Information: w 2 cD 3 � N m W o n N N' D a 0 s zV > do N ❑ 0) a N lot LIJ 00 ro x d m m N 'a 0 J LLJ 8 e °� Jm(nU7 ro LP a rn 7V Model Name /Number: 2117 o VI Plan Issue Date: a Thursday, January 2, 2020 `mFVI KA PROJECT NUMBER: Y 19-8671 T n Sheet: Of: 0 S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN As NECESSARY IN CORNERS THROUGH / FOLD UP WEATHER '- / RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS WEATHER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope.The exterior �RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703A,. A water- resistive barrier Is described as a BARRIER WOOD FRAME CONSTR. material behind an exterior Wall covering that Is Intended to resist liquid water that has penetrated behind the exterior TAPE s -- EXTERIOR SELF -ADHERED FLASHING 3/4"•1" BEAD OF CONSTR. SLOPE covering from further Intruding into the exterior wall assembly. An exterior wall covering Is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of extedar walls for the of a weather -resistive ' OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) purpose providing barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, WALL BY 6 IN. UP JAMB L USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING ON PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER RESISTIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls" Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER SEAL TOPS of JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (61 man). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the SELF -ADHERED FLASHING (SEE DETAIL WP07) requirements of the exterior wail envelope as described In Section R703.1. WIRE LATH R703.7.3 Water -resistive barriers shall he Installed as required in Section R703.2 and, where applied over wood -based HEAD FLASHING TIE-IN INSTRUXTIONS: Decal I I Instructions S sheathing, shall Include a water-resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for gashing installation RIM JOIST Refer to the number marked as ® in each detail that corresponds to the Grade D paper. The Individual layers shall be installed Independently such that each layer provides a separate continuous plane and any flashing (Installed in accordance with Section R703.4) Intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape t PAPER 1. Install self -adhered flashing in order as shown by numbers Install flashing and weather resistive barrier to form water shedding laps 9 9 p Exception: Where e water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to th2. or greater than that of 60-minute Grade D paper and is separated from the by Intervening, 2 2 2O 3. Self -adhered flashing can be substituted for building paper stucco an substantially nonwaterabsorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) for ease of installation and to minimize y ) scoring cuts gashing shall be applied water i Flashing. Approved peneton-resistantrationuct shingio fashion in a manner to prevent entry of of water water Irrto the wall cavity a penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration Scale, Nrs SELF -ADHERED FLASHING FLANGED WINDOW W P 0 1 SELF -ADHERED FLASHING P 02 SELF -ADHERED FLASHING �/ P03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A Y Y CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT ADHESIVE Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: EXTERIOR SHEATHING -� 314"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by arrows ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door o enin Flashing p gs. shine at exterior window and door openings shall extend to the surface of the REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WP01) tight to Corner g exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL COMPATIBILITY SCORED 8. Mechanically fasten as necessary shall be installed in accordance with one or more of the following: ' RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed In the SELF -ADHERED SELF -ADHERED FLASHING, w (BEFORE FOLDING, SOORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND A MINIMUM 6" VERTICALLY FROM RELEASE PAPER TO EXPOSE ADHESIVE As SHOWN) flashing Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and BOTTOM OF door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the THRESHOLD exterior wall finish or to the water resistive harder for subsequent drainage. Openings using pan flashing shall s ' MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. SECTION -A (SEE DETAIL WPOP) NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashingdesign or method of a registered design professional. 1.3. In accordance with other approved methods. FLASHINGERED O ��\i 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 SELF -ADHERED FLASHING rJ 2At the intersection of chimneys or other masonry construction With frame or stucco walls, with projecting lips on both NAILING FLANGE sides under stucco copings.. DO NOT FLASH OVER - t 2 p SEAL TOPS OF JOISTS UNDER DECKING t 8 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. BOTTOM FLANGE NAILING 8 (SEE DETAIL WP07) ] 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. SELF -ADHERED FLASHING HALF ROUND WINDOW IWP04 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK �/P05 SELF -ADHERED FLASHING WP06 6. At wall and roof Intersections. INSIDE CORNER 7. At bullt4n gutters. �• I SELF -ADHERED FLASHING ��� � I � I, i:,y( „. DECK PROTECTOR � I �il - SHEATHING V 7/8" Cement Plaster 7/8" Cement Plaster t_ in accordance with In accordance with SELF -ADHERED ASTMC926 ASTMC926 FLASHING PATCH Felt backed metal Fah backed metal lathe in accordance lathe in accordance �'. / SELF -ADHERED FLASHING DECK PROTECTOR With ASTMC1063 ,. with ASTMC 1063 Building Paper p Building Paper � � • 7/16" O.S.B. � �, 7/16" O.$.B. i DOUBLE _. r 9) , '; sheathing % sheathing SINGLE JOIST JOIST SELF- ADHERED FLASHING '_ , Metal - Keep top edge \ SELF -ADHERED FLASHING t Flashing'_ '.: of weep screed 2" below top of 2 3 1/2" block s" MIN Unperforated 4 Flange 7/8" Vulcum O 5 Weep Screed cauk bottom joint only Maintain Bottom of Metal Flashing SELF -ADHERED FLASHING 1HO.8362x;DECK JOIST `n' % y y PO J SELF -ADHERED FLASHING OUTSIDE CORNER ,n% y Y P08 APPLYALIQUID FLASHING TOTHE MASONRY OPENING HEAD, JAMB, SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Wee Screed 1 1/2 to 2" 3-1/2"Unperforated Flange 7/8" Weep Screed INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative Finish o • • o, All inside and EXTERIOR WINDOW UNIT o outside comer will need to be miter CEMT. FIN. Cement Plaster cut and caulked all BUILDING PAPER in accordance o o •, butt joints need to SLOPE SLOPE with ASTMC926 • becaulked using SLOPE 0.3 in: 12.0 in 0.3 in :12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor Vulcum caulk for all R fEWEI® F®R (0.6 cm: 30.5 cm) ------- - C E COMPLIANCE SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR .. .. OCC CEMT. FIN. BUILDING PAPER WIRE LATH IV V SELF -ADHERED FLASHING 1III J2 M"!Cement rpY seer Finish ri WIRE LATH Block 2 1/2" Perforated BUILDING PAPER °• Flange 1/2" Weep BUILDING PAPER Cement o, Screed Plaster over block ' EXTERIOR 1 st floor WINDOW UNIT CEMT. FIN. . Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 $ Note: O The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SCALE: NOT TO SCALE SELF -ADHERED FLASHING �/�� CEMT. FINISH WINDOW HEAD V V P 10 SELF -ADHERED FLASHING �/�/ CEMT. FINISH WINDOW SILL P 11 SELF -ADHERED FLASHING [YVL12 Y Y CEMT. FINISH PARAPET WALL the weep screed. 1 rk>tiy: 5EDROOM *2 12x6 1wcd 105 711 " M A xx PtA T 4x1 fbr O nf 0 12x12 rag < 5" bath duct 9 to roof cap ; SEDR00M *3 W/70 cfm fan N 10x6 lwcd " 60 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL M 5" 11 1 "I Ox6 "1 wcda € 25 95 k Ox6 1wcd WIG 5„ 20 t 1Ox6 1wcd ,rag rag PATIO 14X10 EGRESS DBL 25 SH DBL 25 SH. 08L 25 SH Rasa 14x14 rag 14x14 rag „ GREAT ]ROOM �F2EAKFAS- f j' f 295 10x10 2wcd MASTER SURE 148 1wcd 165 175 9 " 0; 8" 14x8 1 wcd 11 1 :r 0; /W; I I 1 I 1� I 8x4 1 w B 14" 5 I tCHE N 10 W C. _ --_- m 4„ 7" LAUN 50 " M' 10x6 1m 8x4 1 wcd _ I, 8x4 1 W68 i..l s 45 I r i, I I. FOYER I I pININCi ROOM 1 w I I L J' II r--'#� DEN OTUB I o 12x6' 1 wcd 115 ;: 2868 v w/ L 3068 DOOR & TRA c 1 3 Q F a b ENTf2Y t` CEILING SEE ELEV�N IYl1 DDL 25 3.0 TON W/5KW 0240V 1 PH 18x13 plen EGRESS scale :1/4"=1'0" 25 SH platform by bldr NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Bud ildi g Code—M1602.4 balanced return air. EXCEPTIONS 1-3 4" dryer du Ito roof cap w/dryer ver 2 CAR GARACsE 8' CEILING Z.2 16x7 OVERHEAD FLOOF SCALE: 1/4" = f. ALL ELEVA Must have a minimum clearance of inches around the air handler per the State Energy code. All duct has an r=6 ins