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HomeMy WebLinkAboutBuilding Plans160 MPH OPENING PRESSURES BEARING WOOD WALL SCHEDULE STUD CONNECTION &FASTENERS LUMBER UPLIFT TOP BOTTOM SPECIES CAP.Ox0 rMMKSPACING 16`(2)16d TOENAILS (2) 18d TOENAILS SPF NO UPLIFT SP2 W/ l6)10d SPS W/ (6)10d � 402 16" STUD, (8)10d PLATE STUD, (4)10d PLATE i6" (2) SP2 W/ (6)10d (2) SP1 W/ (6)10d SPF 803 STUD 6 16d PLATE STUD 4 SOd PLATE BW4 16" (2)SSd TOENAILS (2)16d TOENAILS SYP NO UPLIFT SP2 W/ (8)SOd -(6 SP1 W/ (B}1od "BW5 SB STUD )10d PLATE STUD 4 SO PLATE SYP 439 O13W6 (2) SP2 W/. (6) SOd SP1 W/ (6)10d SIP 878 IS" STUD I.Od PLATE SAID 4 IOU PLATE BW7 L2" (2)16d TOENAILS. (2) led TOENAILS SPT NO UPLIFT SP2 W/ (6)10d SP1 W/ (6F10 BWB 12" STUD, (6) 10d PLATE STUD, (4)10d PLATE $PF 535 BW9 STUD �6) SPF 1070 12- 10d� PLATE STU10dUD,(4) 1 GO PLATE BW10 12" (2)1ad TOENAILS (2)160 TOENAILS SYP O BW11 SP2 W/ (%104 SP1 W/ (6)10d SYP 685 �, STUD, lod PLATE STUD, 14)10 PLATE (2) SP2 W/ (6)10d SP1 W/ J6)-10 BW12 12" STUD, (6)10 PLATE STUD, (4)10 PLATE SYP 1170 BW13 NOT USED OUBLE 2K TOP PLATE TOP OF WALL - SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE Wfrll EE MS03/S•1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 224 TOENAJISQ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER. THEN 8'-U" SCHEDULE ABOVE F.F. SEE FOUNDATION - -- - -.-+-• PLAN FOR MORE INFO. 2x P.T. W/ L/2' A.B 0 32- O.C. W/ 7" EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7' EMBEDMENT PAS7.STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TIT EN HD @ 32" O.Q. 7/18' 056PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4'm NOTE#8 BE WALL DETAIL IN REM AND EDGE. SEE GENERAL GENERAL NOTES 1, SEE FLOOR PLAN FOR WALL SIZE, ASSUME 20 STUDS USED UNO, SPF UNO ON PLAN. 2 ALLSTRUCTURALLUMBER TO BE SYP #1 OFS 2 C STU AS INDICATED IN EACH U 3. CONNECTIONS TO BE INSTALLED 4. SPA, SP6 AND SPe CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP9 AND SIM, SP C SP*ICA TED IN SCHEDULE ABOVE F' BW*W' IS INDICATED ON SE 5. 1 8 COND BOOR BASE CON NECTION TO IGNORED. SEE INDICATED DEINL FOR FOR 2Atl FLOOR TO OR 2 FIRST FLOOR CONNECTIONS, HIS IS STORY P fIR6T FLOORHEDNS IRES MIN. CONSIDERED A25TORYPROJED REQUIRES CONSIDERED ASHCARWALL AND RE s INDICATED WALLIS CD D W B. IF"SW I INOIC E 0 1 SIDE OF WALL W " O.C. IN FIELDAND EDGE T i 8tl NAILS AT 4 ) 7 is' ose)'<YarooD w 7. ALL 2z EXTERIOR WALLS W/ EXTERIOR ATTACHED PER NAILING AND GRADE SEE PLAN AND WALLS SECTIONS 4FOR SAID SPACING AND GRADE ACT L WALLS EC S. IF THE BEARING WALL ISRINDICATED WITH THE BW3; BW4, BwE, THESE WALLSAREEONLY E BEARING W L TU DS ' ARE TOE NAILED TO THE LOADAND NOT HAVE VPLIFF THE STUDS AR SUPPORTING THE FLOOR lA CASED NAILS GU N NAILS AND WILL ATE AND THE 2z PLATE CANE EATTACHED HARD (. ) TIN IN THE TEARING WALL SCHEDULE, NOT REQUIRE THE ANCHOR BOLT ATTACHMENT H THE STUD 9, SPS/SP2ARIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. lOd- 0,148" DIA. x 3" LONG COLUMN SCHEDULE , MARK MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4), 16d TOENAILS 0 DTT2Z W! 1/2' WEDGE C2 (3) 2 14 #2 SPF ANCHOR- & (811/W X 11/2" 2145 SDS SCREWS 63 )2 x4 SYP #1-OR- (4)-18d TOENAILS. 0 OTT22 W/ 1/2• WEDGE 64 (4) 2 x 4 SPF #2 ANCHOR* &.(8)1/4" X 11/2- 21't5 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 u = 2200 SYP POST & (12) -18d NAILS 8 x 6 P.T. #2 ABU66 W/ 5/W ATR*" G =12000 C6 SYP POST &(12)-led NAILS U=2300 8 x 8 P.T. #2 AEU88 W/ (2) - 5/8" ATR*" G = 24335 C7 SYP POST &(18)-ISO NAILS U-2320 35 X3.5 P.L. HDU5SD32.5W/(14)1/4'x Ca 18E Fb=2400 PSI 21/2- SDS WS & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 35 x525RL W 14 1 4" x ) ! C9 18E Fb=2400 MI 21/2'S52.5 & 21/2"SOS WS&5/8•EXOPY 5845 vlOtMAINIZED IF EXT. ANCHOR,ORATR** _3.5 x 7 P.L. HOU8.SDS2.5 W/ (20)1/4" X CSO. LSE Fb=2400 PSI 21/2" SDS WS It 7/8" EPDXY 6970 (WOLMANI7FD IF EXT.) ANCHOR, OR ATR**" CSS 8.25 x5.25 P.L 1.8E Fb=2400 PSI - HDU&SDS2,5 W/ (20)1/4" x 21/2" SOS WE & 7/1 EPDXY 7870 (WOLMANIZED IF ENT.) ANCHOR, OR ATR"* 7 x 7 P.L. HDU8SDS2.5 W/ (20)1/4' x 12 1.SE Fb=2400 PSI 21/2" SDS WS & 7/8' EPDXY 7870 (WOLMANIZED IF EXT.) 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 BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" AIR 6" EMBEDMENT FOR 5/8- ATR 8" EMBEDMENT FOR 7/8• ATR 5, IF [C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.BE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA,./ LENGTH PNEUMATIC GUN COMMON Vs. GUN APPLICATION NAIL DIA-LENGTH NAIL SPACING Sd 0.131" X 2 W 0.1.31"X 2'6' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3- 0:131" X 3" SEE FLAN BLOCKING & TOE 0,14W X 3'A" 0431" X 3'A' NAILS & TOP PLATE 12d 0.148" X 3'A" 0.131" X 31A- 8" O.C.(COMMON) STUD WALL B" O.C. GUN NAIL CORNERS 1G 0.1A8" X 3" 0.01• X 3" 8' O.C.(COMMON) STUD PACK a- O.C. GUN NAIL ICOI UMNS 16d 0,152- X31h- 0,131-X 3-A" (2)16D(COMMONI SEE PLAN(3) 16D (SUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2). 2.x 8 #2 SYP W/ 7/16" CONNECTION. PROVIDE (2) 4{/^',,�.�.�\1�/ OSD FLITCH PLATE, NAIL SIMPSON LSTA18 OR (2) \\ V BEAM TOGETHER USING (21 SIMPSON 14TS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O,C. TYP EACH S1DE COL U.N.O. ON ROOF PLAN, (2).2 x 10 02 SYP W/ 7/16" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) OSa FLITCH PLATE. NAIL BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS r412' OR (2) SIMPSON HETA16 TO CMU AC HSIDE O:C. TYP EACH COL U.N.D. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M OSB FLITCH PLATE. NAIL SIMPSON LSTA24 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)-1314- x It 1/4' LVL. CONNECTION: PROVIDE (2) 2.0E Fb-2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON NTS20TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETAl6 TO CMU SCREWS a 18* O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE. (2) - 13/4' x 117/8" LVL 2.DE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 DR (2l 1/4" x31/2 SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS* 18 D.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.G. ON ROOF PLAN. 0.13/4' x 10' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4- x 3 1/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS ® 16" O.C. TYPO OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.0 ON R P N. . ROOF LA GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. ER EDULE HEAD SCH MARK HEADER SIZE REMARKS Hi (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2"F LITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATETHIS SHEET H3 (2) -2X10 42 SYP SEE GENERAL HEADER NOTE #5 W/ 10 FLITCH PLATE THIS SHEET H4 OO P 2 - 2X12 #2 SYP SEE G NOTE #5 GENERAL HEADER FLITCH PLATE W/1 /2 F THIS H SHEET (2)-13E4"X 111/4 ATTACH TOGETHER W? (2) ROWS IW X 31/Z H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS 016^ MC, TYP. EACH SIDE (2) -1 3E4" X 7 114 ATTACH TOGETHER W/ (3) ROWS IW X 3 V7 H6 LVL 2.OE Fb=2600 PSI SDS WD SCREWS @1SO-C. TYP. EACH SIDE HEADER SUPPORT NO. OFJACKS & STUDS REQ. AT OPENINGS 2X4 WALL 2x6 OR 2X8 WALL OPENING SITE JACKS KINGS JACKS KINGS EA. END EA. END EA. END EA. END 1-0"- 3'-11" (1) (2) (1) (2) 4'-0"-9'-0" (2) (3) (2) (2) 10'-O"-16,-0' 1 (3) (4) (3) (4) GENERAL HEADER NOTES I. 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 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 F x10 OR LARGER, " o.c. ALONG EACH EDGE 0 R 3 ROWS I 2 AT 12 ( ) 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE T. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. O N m 54' 8" 29' 8" 11' 4" 13' 8". 6' 0" 11' 8" 8' 4" 3' 8" 2' 8" 610, 21 8" 9184 4' 0" BW2 4050 SH BIBB 4D S W 'N BEDROOM #3 W CEILING I CONIC. PATIO 14'-0" x 10'-0" DBL 25 SH 5� 0 8' CEILING ---- ------------------------- BREAK IN CEILING LINE EGRESS DEL 25 SH I i I BREAKFAST NOOK MASTER BEDROOM VAULTED CEILING 8' CEILING J L' O I 15' 0" 3' 0" 2' 10" 516. 14' 0" 36" FLA ON O WALL rBARRTOP I b , , ' r I � 2668 ' VAULT RIDGE LINE DBL SINK------------ -- ' N i�r O D/Wg N N FAMILY ROOM I ;tI II m 0 VAULTED CEILING t7 � IT HEN VAULTED CEILING I I 6' 0" 4' 2" 310" o N x m e q I 6, 8„ 2,1, 2, 7„ 2668 2668 m1 , FO a 0 3 , 40 1 S5 , LL W V = N 5 h N x , 01 m N 3868 iI 8' CLG. - u _ - 00 HALL 2' 6" 3' 8' 3' 4" w r z" N 8' CEILING a r .a •..o 6" FIE L 8XA COLUMN •' 7' 0" 8X4 COLUMN TO CLG. ro 11'.4" TO CLG. -O' i ¢ 3' 1 4' 0" V, �1 • CEILING LINE 3068 -_ -_ 60' �1 a a0 ` 4 ----------- ---- _- _- 286S C , M y r F- 0 iI FRAME WALL TO IGH 3'x4' F.G. �. BATH w o. W " N I I 0' 42" HIGH o A/C SHOWER 8' CEIING LO F 00 I I I ' KNEE WALL PROVIDE PLATFORM FOR W/ CAP HVAC UNIT VERIFY SIZE ;'. 2668 ' 2668 • . .. 3' 10 " 6' 10" 12' 2" WITH MFGR " 1 7". 1 10' 1". ( I I ASH I i fIC ACCESS oDINING ROOMO HANSON BOX V.1'10"X V COLUMNS 10' CEILING ID @ 36" AFF l I •T-r-++ma's 8' CEILING io ¢ IEN RED. FOYER TO CEILING I l opf _; `. 10'CEILING LAUN• DRY 1 .a " R/SH `v - O DBL-2068 Jvlli, ~ GIRDER ABOVE o --86" ------8-2 S;- I N I � tI 1 I i � 'N' I I I I I EGRESS 0 DBL 25 SH OI 14' 8" 7' 4" KNEE WALL 1 :al Gr'r>.AG3':O..sSr..nx. R I..1 W/ CAP VENT THRU ►!6.11 / • Il�lla,�; i ram..DRYER i � F ROOF MAX LGT 35'-p - lit■ WWI �. J.O'-G" Y •. •• # REQUIRED#BY MUNICIPALITY. F WA SEE SHEET 4 DETAILS o►�on`�7 ��S/ ►i�ors�'��L�' ACCESS ATTIC/R LOCATE FIELD 111111111 i ► C i F: �N�v !! 10' W. -16"SQUARE COLUMN ELEV "B" CRAFTSMAN ELEN OLTION NOTE: AT ALL FRONT Erf RY COLUMN LOCATIONS USE T 4E FOLLOWING: Or SQ. CMU SAS W/(2) 7f6'S A.F.F. W/GXG PO W/SIMPSON ABU66 W/ 6/8" A TR & (12)164 NAILS IN CENTER /COLUMN WRAP SEE ELEVATION fIR BASE HEIGHT ALIGN BEAMS VI POSTS 610. a iD a-i 12' 8" 54' 8" 2' 8" , I , I , I , I , I , I , I MS12 S-2 � I � I , I , 1 16 X 7 OVERHEAD DOOR 21' 4" FLOUR PLAN SCALE: 1/4" = V-O" ELEVATION IIB" W N 2' 8" 4 ENCLOSED - EXPOSURE B I- Q +27.6 / -29.9 B +27.6 / -37.0 © +26.5 / -28.8 +26.5 / -34.4 1 O+24.8 / -27.1 O +24.8 /-31.1 ' 1AfM O +24.3/•27,5 O +23.3/-26.0 Y NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE upy 'ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL m BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING o ATTACHED PER NAILING SCHEDULE ACT ASMe SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR € STUD SPACING AND GRADE. MASONRY WALL 2 v 0 e 1TT14t 9flffP 0 04 GENERAL NOTES: >p 57664 06 T N YD f L. R302.5.1 Door from garage into House must be a Q minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. 3 G.(«• :" y �} + V 1. Bathroom exhaust fans must vent to the exterior of te _ 'f ,; "4 1 P• „<Zlop dp' the buliding, exhaust to attic space and soffits Is not ?I acceptable. ifsolid soffit is inshall apermitted t installed 5 0 lled "on theoffitteach de of �o exit through -G+°Af 7A3 atAr`h4:, y $Aloft: the venting. ppp? c N 3. R302.6 The garage shall be separated from the , 3 residence and It's attic by not less than 1/2-Inch o (12.7mm) gypsum board applied to the garage Side. R Garage beneath rooms shall be separated from all u 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 6- structure supporting the separation shall also E protected by not less than 1/2 Inch (12.7mm) $1 -° N to gypsum board or equivalent. '�° 8 s u5 a to 00 U) I. R312.2.1 Window sills In dwelling units, where the g v z v, {IL� opening of an operable window is located more than . P III �. M 72 inches (1829 mm) above the finished grade or - = 's w4 F.. '2- surface ,: below, the lowest part of the clear opening y " q 1; g W Q � o m; a d ¢ Ld r� al be a minimum of 24 irmJles F ai of the window shall � � _ w Y w o- TJ S o W m W s ® v� e finished boor of the room in c � a 610 mm above the 'g s s o: ( )B a m m nR 6 N Z G between e Z a vi which the window Is located. 1a21 s the z O wo.� O floor and 24 Inches (610 mm) shall be tined or have 8 3 5 F5 m m p xo � E w 0: O 9 m m o h which a 4inchdiameter 102 mm J openings through wh ( ) .98 f _ Pe gs ug s _ �m sphere cannot pass. �$' Z a��W J -@ or � 9 6 5. R308.4.2 All windows within 2'-0" D f doors in 0 e s of a �U F J shower or tub areas will be safety tempered glass. o - @� 2@ � ❑ � 0 A m YfNA.FDSFA'6COM S. Ceiling for exterior entries and covered porches to . have 7/16". span rated OSB nailed per zone on 2 VI m 0 m roof diagram nailing schedule or 5 8" COX. Ir 0 P,r g / z M 1XT acceptable torsu substitution. N O &G act bs � - Pt m z pp N O 7. EC: R402.2.4 Access doors from conditioned spaces to Z unconditioned spaces (e.g., attics and crawl spaces) •¢ o. shall be weatherstripped and insulated to a level o• equivalent to the Insulation on the surrounding surfaces. \,/ j z jai `-' S. laundry Note: (Unless noted otherwise) Provide dryer V/ y •� vent thru root max. Igt. 35'-03, washer &dryer unitsw 4-d W r (washer unit to be always on left side when facing ',�, I units) hanson box @ 36" aff E U O W p B. Ceilings for exterior entries and covered porches to be r m 7/16" OSB on underside of roof trusses shall be K V N c° tom attached to all fram[ng members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8tl 16 W N o �^y nails at 6" D.C. field and 4" O.C. at edges or 7d screw " £ Li shank 3" O.C. field and 4" edges. Vinyl telling to be'o ^' - attaches to OSB per manufacturer specifications 0 o W c 0 C cn �O DAMS HOMES m c w c • FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: �vo PORT ST. LUCIE C t�A Job Information: M N CD M 0al CD CD R I a Aft-0 a CD:3:7 O 2 ' r LL 0) D < _ �i t D� O Q c " < 3 �•-" v s CD CL M c 8 w O N 0 ¢ 4) N 90 N- = N _ W o= > rn C N ( ) fD ' �` N 4 N �; °- 1 0 _M3 LUDM o O 7 o J W W Cl)f W 0 V Model Name /Number: U N 2320 ffi AREA CALCULATIONS N V Plan Issue Date: 1st FLOOR 2332 S.F. Wednesday, December 18, 2019 VT c KA PROJECT NUMBER: TOTAL LIVING (AC) 2332 S.F. 19-8304 GARAGE 437 S.F. Sheet: Of: COVERED ENTRY (BASE) 54 S.F. N COVERED PATIO/LANAI TOTAL AREA UNDER ROOF 2823 S.F. A FLOOR PLAN TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R31SA CAST IN PLACE CONCRETE CODE CRITERIA FSHTNO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SVEIS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RTIO OF 0.63. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TRATMENT,A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE ACCESSIBILITY. 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 15" LAP PROVIDED EACH WAY. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: `THE BUILDING HAS RECEIVED A COMPLETE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1117 TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A71064A/ A1064M. WINE SHALL BE LAPPED A LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) TREATMENT FOR THE AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LOS OF FIBER PER CIBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES -{ACI 53043) NOTES: A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-0AST COICRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR CO-UMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL - 201E EDITION 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY; THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1: CODE REQUIREMENTS: IT THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" )F THE FLORIDA BUILDING CODE Bth. EDITION (2017) IS TO ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED, F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM 0= 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE MENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE STRENGTH OF 1900 PSI if m =1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. DEFLECTION CRITERIA PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS EXTERIOR WALL LATH ATTACHEMENT OF 3000 PSI SLUMP 8" TO 11". 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. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS EXPANDED METAL OR 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 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 L11 E ILS HAVI WOVEN WIRE LATH SHALL BE ATTACHED TO W000 SHEATHING- WITH 11 LONG, GAGNAILS A WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/0 CLG) BEAMS ** LL/360 LL/360 TL/240 TL/240 - .�" 7/161• HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN. PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ FLOOR WOIST*** LL/480 TL/240 AND HORIZONTALLY (REF. 201.7 FRO R703.7.1), 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 *TL MAX 2" UP TO 40FT SPAN GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. 00 NOT APPLY UNIFORM LOADS DAYS AND NO LOADS FOR(7) DAYS. PER CODE ACI 318-14. NGROUT *** TL MAX 1/2" METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY,. CONCRETE. ITH TOP OF 11. CONSOLIDATE AND RECONSOLIDATE POURONRY S PER CODE. GROUT SHALL BE FLUSH W GENERAL ROOF LOADING R703.7.3WATER-RESISTIVE BARRIERS: WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WDOD-BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS TOP CHORD LL 20 20 20 20 PLANE. AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD OL 7 7 15 25 LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. BOTTOM CHORD LL* 0 0 0 0 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 10 SYNTHETIC HOUSE WRAP, 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 i" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 1 37 45 55 R703.4 FLASHING. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-0, ACQ-D, ATTICS W/ LIMITED STORAGE 20 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A.OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 50 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE • EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BARING LOCATIONS * ATTICS W/ NO STORAGE 10 • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN. TOP PLATES. (NON -CONCURRENT) UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, •CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LCODE REDUCTIONS ARE ALLOWED PER ODE BUT ONLY WITH WRITTEN • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: • AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GOITERS. ROOF DECK: FLLOOR SHEATHING: G T&G A-C GROUP I OEXTERIOR APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 0R 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BU ILDING 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 FEES (+) VALUE DENOTES PRESSURE I-) VALUE DENOTES SUCTION DIAGRAM AREA ® O5 (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 25.5 (+) 26.5 20 028.8 (-) 34.4 Q4410 M24.8 (+) 24.850 (-) 27.1 0 31.1100 (+) 23.4 (+) 23.4 (-) 25.7 (-) 28.$ DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" 1 0 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 41-01 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. 1 r COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS s S-5 PRODUCT INFO SHEET �- WP WATERPROOFING DETAILS M-1 HVAC m .\ Pg40 T pR�y,s rn 64 a a � r9' TG OF gip•" S p-.•��Po � ""Ir � •0. C ` �1y hqR o tc'�` •^•I y � g`os a ssli v `r a es°\\`a d N L o c E E " gg m m tap N n d �g Wes" m tii ri % '5 6 m r,. N Wz NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER BOTTOM CHORD DL 5 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES c � LU 'Q " a PRE ENGINEERED WOOD TRUSSES $.�L 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING STRUCTURAL PLAN SPECIAL FLOOR LOADING` O gN3 0 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS u z a m c s U) -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. n V z � � o, 8 m m m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: ) 6 a °� 68, ¢ 0 a s W a a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) m ' a O S 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) 44 m r� � F� $ IMNN.FDSENCvCOM ❑ ❑ ❑ THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 0 (PSF) 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS STACK ROOMS 2.50 6(PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, Z M g AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH. SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF•) AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. M 50 (PSF) Z w 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) -5 Q SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) 3 °- STAIRS UPLIFT CONNECTORS F00T NOTES d. A SINGLE CONCENTRATED LOAD APPLIED. IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD {, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A $ w E NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. c U E MORE INFO. E -0 b N c m ire) REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: E -_ __- R IS the Intent of Desl er E Ineer listed in the titleblock of these m w o' 1. 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. gn / `- -- -- o $ $I 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 OVER THE PLAN. documents that these documents be accurate, providing Licensed ai PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to Y _ N " 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 45 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 to = q 6 a � INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations s DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to a ` S. HOMES i 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. construction. All Construction MUST be in accordance to the 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 information found in these documents. Any questions regarding the T STRAP W 4 '4"x 7W' TRENS TO CONSTRUCTION S17E INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTIMED WITH (1) SIMPSON MTSM16 TWIS / O Information found in these plans should be directed to our Quality RORIDA.CONTRACTORS LICENSE N0. CRC1330148 RY AND 7 iOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (USE (2) WSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Y MASON (} * TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER will be hce ide Manager f r r imbursement immediately. r/ ngineharges 45 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5)1/4 x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. will be considered for reimbursement by the Designer/Engineer a, PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER without advanced notification and approval by the = GULFBREEZE, FLORIDA 32563 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. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Designer/Engineer. Payments will be made In accordance to the n MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. DIVISION LOCATION: PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) S Job Information: 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. � N a a MASTER REVISIONS U- DATE DESCRIPTION a 0 DAMS HOMES w Of Northwest Floridan E " r c' tSA3�?4 �® m F_ i V M O_jw� Lo J M U) V) a m Tj Model Name /Number: PARKWAY'3000 GULFBREEZE 1 ,FLORIDA 32563 9 2320 Plan Issue Date: a Wednesday, December 18, 2019 a`OOa%j 2KAPROJECT NUMBER: MODEL 2 32` 0REVIEWED FOR 1.9-8304 CODE COMPLIANCE AN-- ST. LUCIE COUNTY m Sheet: Of: 0 BOCC COVER SHEET ----- - MPH OPENING PRESSURES BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPUFT MARK SPACING SPECIES CAP.(PIh TOP BOTTOM NO BW1 16" (2) led TOENAILS (2)16d TOENAILS SPF UPLIFT BW2 SP2 W/(6}iOd SP1 W/(e}10d 16" STUD, (6) SOd PLATE STUD, (4)10d PLATE SPF 402 BW3 16" (2) SP2 W/ IS)10d (2) SP1 W/ (6)10d SPF 803 STUD P STUD, 4 10d PLATE NO FBW4 36". (2)16d TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6)-10d SPi W/ (6)-10d 16" STUD 8 SOd RATE STUD (41 SOd PLATE SYP 439 (2) SP2 W/ (6)10d SP1 W/ (6}10d BW6 is- STUD IGO PLATE STUD 4 SOd PLATE SYP 678 NO BW7 12" (2) 16dTOENAILS (2)18d TOENAILS SPF UPLIFT BWS SP2 W/(%1Dd SPi W/(%iOd 12" STUD, (6) SOd PLATE STUD, (4)1W PLATE am 535 BW9 (STUD, 12" (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BW19 12- (2)1ed TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6}10d SPi W/ (%10d 12" STUD. 8 1Qd PLATE STUD, )10d PLATE. SYP 685 BW12 W/ SK W/610d 12- MD, IS)10d PLSP2 ATE STUD, (4PLATE SYP 1170 BW13 NOT USED TOP OF�WALL�� /---DOUBLE 2x TOP PLATE SEE PLAN Q MASONRY WALL OR ICF WALL. SEE PLAN 2x �� PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR RAN FOR ABOVE MIN SIZE. SEE WPo9/53 FOR CONNECTION INFO. IF HEADER 15 WITHIN WALL INDICATED ABOVE WITH -SEE MSG3/Sl FOR. NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. 7 CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) IN TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2XP.T.W/1/2"A.B032'OC W/7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN, REQUIRES MIN ALT.! SIMPSON 1/2' MEN HD 0 32" O.C. 7/16" OSB PLYW'D SEE GENERAL NOTE 8 BEG. WALL DETAIL N FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPS AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR EASE CONNECTION TO IGNORED. SEE WFOe/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. NOTE: THIS IS FOR 2 STORY PROJECTS ONLY 8. IF "SW" ISS (PLYWOOD THE WALL la CONSIDERET A AND REQUIRES MIN. 7/18' PLYWOOD AT 4" O.C. IN ELDA AND EDGE (1) SIDE WALL ND DPER S /NAILS EXTERIOR WALL3 W/ EXTERIOR ATTACHED 7. ALL EXT WALLS NA PER NAILINGSCHEDULEANDGRADE A WALLS FOR SEE PLAN AND WALL3 SECIION3 FOR STUD SPACING AND GRADE SECTIONS ACT A9 9HRING WALL BW3, S. IFTHE BEARINGWALL BW7,BW1OTUBe WALLS ARE ONLY RI LOADA NDWITHTHE THE FLOOR LOAD AND TO HOT HAVE LIFT, , THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED HARD DINED NAILS NAILS) AND WILL PLATE ANDT HARD TIN BEARING Nor REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. ONE N48 AT AN ANGLE THROUGH THE STUD INTO THE ELATE TO ACHIEVE THE TABLSPOAD. 1 TABLE LOAD. 10d- 0,148" DIA. x3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER. UPLIFT(Lb) FC-11. (3)2 x4#2 SPF. (4)-ISO TOENAILS 0 C2 (3) 2 x 4 02 SPF DTT2Z W/ 1/2' WEDGE ANCHOR" & (8)1/4' X 11/2' 2145 SDS SCREWS (3)2x4 SYP #1-0IL (4)-1611 TOENAILS O'_ ^' C4 (4) 2 x 4 SPF #2 DTr2Z W/ 1/2• WEDGE ANCHOR* & (8)1/4" X 11/2- 2145 SDS SCREWS 4 x 4 P.T.#2 ABU" W/ 5/8' ATR** G = 6665 C5 SYP POST & (12) - Ned NAILS U = 2200 6 x 6 P.T. #2 ABU66. W/ 5/8' ATR** G =12000 SYP POST &(12)-16d NAILS U=2300 8x 8P.T. 92 ABU88 W/(2)-5/8'ATR**'' G=243215 C7 SYP POST &(18)-led NAILS U-2320 a3.5 x3.5 P.L. 1.8E Ft=2400 PSI HDUS.SD82.5 W/ (14)1/4" x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** x 5.25 P.L. HDUSSDS2.5 W/ (1A) 1/4" x HI3.5 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 IMANIZED IF EXT. ANCHOR, OR ATR** C10. 3,5x 7 P.L 1.SE Fb=24DO PSI HDU8SDS2.5 W/ (20)1/4' x 21/2" SDS WS & 7/W EPDXY 6970 (YOLMANIZED IF EXT.) ANCHOR, OR ATR*** C31 .25 x . P.L. 1.8E F!>=2400 PSI HDUSSDS2.5 W/ (20)1/4' x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) .ANCHOR, OR ATR*- -7 x 7 P.L. HDU8SDS2.5 W/ 120)1/4' x O12 1.8E Po=24DO PSI 21/2" SDS WS & 7/6' EPDXY 7870 CWOLMANIZED IF EXT.I 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 BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2- ATR 6" EMBEDMENT FOR 5/8" ATR 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 PLAN FOR ATTACHMENT) 6- SEE WOOD CONSTRUCTION NOTE 414 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LBE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DL4.LEINGTH NAIL SPACING. 8d 0.131" X 2'h" 0.131" X 2 Jh" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS iOd OR 12d OA48" X 3" OA31' X 3- SEE PLAN BLOCKING & TOE 0.14W X 3 W OA31' X 3 A(' NAILS & TOP PLATE 12d 0.14W X 3 M" 0.131" X 3IA" 8' O.C.(COMMON) STUD WALL 6' O.C. GUN NAIL CORNERS lOd OA48" X 3" 0.131' X 3' a' O.C.(COMMON) STUD PACK 6" OLC. GUN NAIL COLUMNS Led 0.162' X 3 -h" 0,131' X 3 M" (2)16D(COMMON) SEE PLAN (3)181)(GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M�(2)- CBS FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (21 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) M OSB DUTCH PLATE- NAIL SIMPSON LSTA24 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 12 #2 SYP w/ 7/16" CONNECTION: PROVIDE (2) 44 OSS LTTCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012- OR (2) SIMPSON HErA16 TO CMU O.C. TYP EACH SIDE. COL. U.N.O, ON ROOF PLAN. (2) -13/4' x 111/4- LVL CONNECTION. PROVIDE (2) 2.0E Fb-2600 PSI. NAIL BEAM - SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' x 31/2" SOS WOOD OR (2) SIMPSON OR (2).N.O. ON TOPLAN. CMU SCREWS 016" O.C. TVP. OHETA16 COL U.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4" x 11 7/8' LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HETA36 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) -13/4' x 18' LVL 2AE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2' SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4- BEARING EACH END) 2. SEE RAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. SEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2' FLITCH PLATE THIS SHEET H3 (2) - 2)(10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 10 FLITCH PLATE THIS SHEET O(2)-2X12#2 SYP SEE GENERAL HEADER NOTE #5 W/1/2"FLFTCH PLATE THIS SHEET HS (2)-13/4-X.111/4 ATTACH TOGETHER W/(2)ROWS 1/4"X31/2 GE LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 1S- O.C. TYP. EACH SIDE HB (2)-13/4-X71/4 ATTACH TOGETHER W/(3) ROWS 11C X 3112 LVL 2.OE Fb=2600 PSI SOS WD SCREWS@ IS" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 210 WALL 2x6 OR 2x8 WALL JACKS KING ' JACKS KINGS SIZE EA. END EA. END EA: END EA. END 1 O" 3'-11" (1) (2) (1). (2) 4'-0" - 9'-0" (2) (3) (2) (2). 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/83 5. FASTEN ALL MULT-PLY HEADERSTOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" 0.0, ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3)12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. CRAFTSMAN EL TION NOTE: AT ALL FRONT ENTRY COLUMN LOCATIONS USE T AE FOLLOWING: IS- SQ. CMU BAS W/(2) #51S A.F.F. W/6X6 PO W/SIMPSON ABU66 W/ 5/8" A TR & (12)16d NAILS IN CENTER /COLUMN WRAP SEELEVATION EF R BASE HEIGHT ALIGN BEAMS WI H POSTS 54' 8" 1R Y 7 nVFD1.IFAn nnnD FLOOR PLAN SCALE: 1/4" = 1'-0" ELEVATION IIB" +27.6 / -29.9 I ( B ) +27.6 / -37.0 +26.5 / -28.8 1 (D) +26.5 / -34.4 +24.8 / -27.1 1 (F) +24.8 / -31.1 +24.3 / -27.5 1. ( M ) +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES USTED ABOVE ARE 'ALLOWABLE" PRESSURES d WALL LEGEND FRAMED WALL w BEARING FRAME Witt' L IS ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING o ATTACHED PER NAILING SCHEDULE ACT AS h SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR € STUD SPACING AND GRADE. & MASONRY WALL 3 a I GENERAL NOTES 0 7S64 R302.5.1 Door from garage into house must be a c ;; N minimum 13/8' solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. ; e o 8T Bathroom exhaust fans must vent to the exterior of V yJ •• i E OF the building, exhaust to attic space and soffits Is not 8 s�aC'•,FJ Y, V` ••' acceptable. Ventilation shall be permitted to exit throughr9 the Soffit n iid solid soffit is installed 5'-0" on each side Q the vsyJ j '71"JinitilO R302.6 The garage shall be separated from the I residence and It's attic by not less than 1/2-Inch 1 112•7mm) gypsum board applied to the garage side. 2 Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch m 4a (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also E Protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 10 R312.2.1 Window sills In dwelling units; where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening g of the window shall be a minimum of 24 inches d (610 mm) above the finished floor of the room in c which the window Is located. Glazing between the floor and 24 Inches (610 mm) shall be flxed or have 10 openings through which a 4dnchEiameter (102 mm) sphere cannot pass. R308.4.2 All windows within 2'-0" of doors and in 0 FL shower or tub areas will be safety tempered glass. 2 Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on 2 roof diagram nailing schedule or 5/8' CDX 10 1X T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to N unconditioned spaces (e.g., aloe$ and crawl spaces) shall be weatherstripped and insulated to a level `- equivalent to the Insulation on the surrounding surfaces. Laundry Note: (Unless noted otherwise) Provide dryer m c u vent thru roof max. Igt. 35'-0", washer & dryer units-^ (washer unit to be always on left side when facing ' units) hanson box @ 36" aff o E Ceilings for exterior entries and covered parches to be L 7/18" OSB on underside of roof Asses shall be o attached to all framing members with 2x blocking -2 Provided at perimeter. The OSB shall be attached w/ Sd 1O nails at 6" O.C. field and 4" O.C. at edges or 7d screw = shank 3" O.C. field and 4" edges, Vinyl ceiling to be '0 attaches to OSS per manufacturer specifications ua m a` AREA CALCULATIONS 1st FLOOR 2332 S.F. g$w 5 L N 00 P00 4E 1E w ore o am€ W ¢ '2 a v ZO�°s�zaz 50 B g Z 0 gg g= 8 Z 2 "o m J LU J ❑ F g www.FDSFNG.COM ❑ ❑ ❑ - P1 Z N M z Z� IBLNWI a � Vie} Z .� w f ra Dou VUr) 0 m 00 D 0 : i O V a Q mdu�b' M ® nelnfEC: 1f.an11t1E11:'it k' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I5 TOTAL LIVING (AC) 2332 S.F. GARA§t 437 S.F. $ COVERED ENTRY (BASE) 54 S.F. N COVERED PATIO/LANAI TOTAL AREA UNDER ROOF 2823 S.F. cg I PORT ST. LUCIE ITI Job Information: 0 / d r O O w Z � N W & 00 0) O (a ID L cri * * Co * • : m N 0-1LLJ� m o LO LL ♦ Model Name / Number: 2320 ♦ Plan Issue Date: Wednesday, December 18, 2019 ♦ KA PROJECT NUMBER: 1"304 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE SEE PLAN So N � ) 16" (2)#5 REBAR FM01 SINGLE STORY FTG REINF. SEE PLAN F� #5 REBAR 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/ 6X510/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD RBERMESH/RBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 v FOR RBERMESH OR NER-41A FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO REINF. N W (3 - #5 CONIT. BEAM W/ (J.)#5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC SEE PLAN r„ ; ° DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16" (2) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 1/2" = 1' D" FM02 I SECTION @ GARAGE 1/2" = 1'-0" 5 EXTERIOR SLABS $HALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. FM03 ITHICKENED 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 FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FlN. FLR. I v )� ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE cei 2 STORY: 20" X . 4" CONC. DRIVE W/ 1/2" EXP W 3 - #5 CONT. JOINTS 10" O.C. TYP. 18" (2) #5 REBAR FM09 I SECTION C@ GAR. DOOR 1/2" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3)- #5 CONT. FOR MORE INFORMATION) 2-#5 REBAR FM11 I STEP DOWN BRG. 1/2" = 1'-0" (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8. OPTIONAL CURB FOR VARIES I F.F: MASONRY (# ELEV. 0'-0" W/ (1) - #5 BAR CONT. ". •'' SEE PLAN OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN. 4"x 4"x 16" o TYP. SEC. ELEV. 0'-0" WITH CURB (1) #5 BAR CONT.S. (G.C. VERIFY) 00 I ' z REINF. iifl IL . ,•� F.F. (SEE PLAN) 2 #5 CONT. INSTALL LINING ` • • w 2 #5 BENT BARS W/ MATERIALS PER �— w N � MIN. 25" LAP SPLICE FBC-R P2709.2 ' MUDDED FLR. IlkPINK �=e - SLOPED TO DRAW #5 CONT. FM14 I SECTION C@ RECESS SHOWER 1/2"=r-0" FM1"8 TYP. STEP FTG. DETAIL 1/2"=r'-0" ALTERNATE: REINF, THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25 QUANTITY 60 #5 X 25' X 25" ' CORNER BAR ONE E FOR EA. HORIZ. iv REBAR, TYP. U.N.O. ^ (2) #5 REBA 16 A/C CHASE 2 STORY: 20 X 10" 4" PVC SLEEVE W/(3) - #6 C NT. THRU FOOTING - FM191 TYP. CORNER BAR DETAIL 11-1/2"=1 FM23 I TYP. FND PENETRATION 1/2"=r'- 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 WITH 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 1 MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12".111E FOUNDATION. SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. IIbSj F1 O 1'-U" X CONT. 11-0"' 2 #5 E.W. SOT. 2000 F2.0 2'-0" X 2'-0" 1'-0" 3 #5 E.W. SOT. 1200 12.5 2'-0^ X 2'-0" x'-0" 3.#5 E.W. DOT. 11000 F3.0 XO* X 3'-0" 11-0" 4 #5 E.W. DOT. 15800 F3.6 31-V X.3'.8'. 11-0" 4 #5 E.W. DOT. 45M F4.0 4'-0" X 4'-0" 1•-0" 5 #5 E.W. SOT. ygOOp F4.5 4'-8^X 4'-6,: 11-41 5 #5 E.W. DOT. 34500 F5, 65'-0' X 5'-0^ V-4 6 #5 E.W. SOT. 425W F6.0 6'-0" X 6'-0• V-4- 1 #5 E.W. SOT. 61500 LEGEND - INDICATES SINGLE -STORY FOOTING ®. -VINDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING d i0 54, 8" T ------------- ------------------------ 29' 8" ; 11. 4' 13' 8" . 15' 8" ; 14' 0" 2, 8" 6° 0" 2' 8". 3' 0" T 0" 3' 8" 4" PATIO SLAB ; ' W/ 8"X8" THWN EDGE ; FM0,3 w� I 00 --' - - ----- `. ao 3 ; 1 ; .' 00 `. Qo `r 5' 8" 4' 0" 7' 8" 7' 0" 1'4", 4' 0" �. TYP. @. , CORNERS ; G ' I STEP DOWN 4', N N ■ 2.5 ■ ■ 1_____________________ _______________________________________________________ HOSE BIBB ; FM01- p 13 3 , v � 1 1 1 ' 1 � 1 ' ' � I 1 ■ 1 ; I e 0 rl 3 ; 23' 4" 10 1ZD ' R FMOI I 3 / I I I DBL SINK , o in'` i 10' 4„ I W/C lox I TUB 1 ' , - q(/�� , LAV U i i _ �. , ILu --_iiiv( �, i, iav v 9_o - f -- ---`----'--- w I�110 I 2' 0' 2. 9" ;o �I� �1 LAV I mWo l FILLED CELL ; w/ SIMULATED (N ■ (Q. �,� -j c GLS. BLK.OPTI0N _ _.. ao ' i N I I1�.33\1 Nin ------------------SH WER W 1I'll, iD 00 HVAC I ' I 10' 2' L `'" > -- i " uj t"LL o ■ PROVIDE CHASE; II' "'I. ` 3 V MASON TO COORDINATE W/ ;N FOR HVAC UNIT ;r' > Q` BUILDER LOCATION OF ELEC. ; ' 9' 10" ao GROUNDING. SEE ELECTRICAL ' toI R DETAIL SHEET FO R --------- b ------------- ------------- - --------_,', 1- to In o `QUO STEP DOWN 4" ■ i ■ FM11 WH ■ FM01 STEP DOWN 4" 1 FM1 ' 3 . , in m a m I -------------------------------- , I � , 7' 0" 2' 4" FM01 2.5i C w , m 1 3 v o I FM0 i i i m 3 in F3.0 "a i ------ C.J. I 1 3 I V I I io , i0 " j 4"STEPDOWN FROM■ 10 ENTRY TO SIDEWALK ; ' 1 I � o 4' 0„ 6. 3" 4. 0" 1 i 09 co 00 (2) #5 BARS I (2) #5 BARS ; HOSE v W/IN F.C. 1 W/IN F.C. ; BIBB ■ ■ ■ 6' 0" 12' 8" 2' 8" 18' 0" 2' 8" 14' 8" 18' 8" 21' 4" 54' 8" FOUNDATION PLAN SCALE: 1/4" = 1'-C" ELEVATION 1I1311 Ns v No 87864 9'• STATE 0 F: 4 Q• ✓ddd1sS.c O '��o�s �XgILD N� e•Q9 c"NpI ci ' �iym 2` RR 'fi 00LLI °0 W ❑❑22 I�1 a P LILT C, P�5 ° 0. g 2- pNM ®A Z NNNO °fin CIS e 6$ag uu Be]16 o p y . s16 o e www.Foservrcaa ❑ ❑ El Z Z O � z" 8 Z o IN Q v C a — Y Z Q V 8 E oj W rO n c m N dm (O C cmo x o c In i _:. m o c°o FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 325C I PORT ST. LUCIE IVI Job Information: U a o w 0 N Y LU ul w Z W, DD m ` M z I—�Um Ln rl- c 'n m a a o _3 Lu Z) m o J 00 (n (n LO L V I Model Name / Number: 2320 V Plan Issue Date: Wednesday, December 18, 2019 KA PROJECT NUMBER: s 19-8304 Sheet: Oh �b MyP T LAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,340 x 3 = 7,020 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 1100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,570 SUBTRACT 100 % OF Fl RST 10,000-10,000 A= 25,570 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 1000/6=10,000 + 40% OF "A" = (.40 x 25,570)=10,228 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,228 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 168 20 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL IFM24.11ALTERNATIVE PROTECTION BARRIERIN.T.S.I KNEEWALL CONSTRUCTION N.T.S. ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "B" 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. 8. 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 THE 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 OFTHE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS 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 406A2(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`Yo 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 $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE _11 n 0 n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLET N It GROUND FAULT INTERRUPT "' � DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT O— DOOR BELL 220 VOLT OUTLET ® SPECIAL SERVICES OUTLET SIP DI DISPOSAL RT.V. CABLE OUTLET L= DISCONNECT SWITCH .' TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING ❑ JUNCTION BOX WATERPROOF O RECESSED LIGHTING THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING { BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS 7YP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE 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. $X'�I N ry t0 a� m a 3 O ti LnN W e p,P'c MNNA WIx LL LL (i .ye'3£`6' &$m�� B¢V5 z W Ymm a w LILI � _g v �p[.W �° �'• m J o�g IZ a'va J a a zs v g 9 n� i; s a N U O n s' ae ❑ ❑ El nww1rv.wsENscoM Z Zry ro o W o Z a z Y 8 A N cD �4� 0 V 0 _ E o Q t!S w c o m T6 �m U w O p o 4 cen0 T a Q m L DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: `} N V LD .LD LL OA�. N N W z j 00 00 T3 N z E-" M a O J W Z) cm o JmU)() In D- ♦ Model Name / Number: 2320 ♦ I Plan Issue Date: Wednesday, December 18, 2019 ♦ KA PROJECT NUMBER: 19-8304 PLUMBING RISER RHC I Sheet: Of: I ■ VENTILATION CALCULATION Formula = SF / $00 / 2 * 144 = not sq inches of venting needed equally for intake and exhaust M OF BLOCK An DOW HEAD HEIGHT ro tD 2650 SH JFJhL F1$— c b 12 6t ALL/ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" Off RIDGE VENT 48" OFF RIDGE VENT 48' OFF RIDGE VENT 25 SH DP Or BLOCK FLR. --,.ZTOP OF BLOCK _ _ FIN. FLR.� LEFT ELEVATION "B" SCALE: 1/4" = 1'-0" 48' OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING TOP OF OP OF BLOCK - — - WI m io DOW HEAD HEIGHT _ _ ■ (2) 25 SH _WINDOW HEAD HEIGHT ■ ■ DECORATIVE LITE TEXTURED DECORA CEMENTITIOUS COATING H (2) 25 SH 25 SH " 00 FIN. FIE. 2650 SH 4050 SH 2650 SH DOOR V REAR ELEVATIOf SCALE: 1/4" = 1'-0" 0 8D CEMENTITIOUS COATING TRANSOM ABOVE 48" OFF RIDGE VENT II( III III III II II Ifl III IL` _ OPT. — IJI 3 4' X 4 -0" 34/2 SH TEMP. FIXED GLS. WINDOW CNTR. ON TUB SofRt product provides 412 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 3.30.00 net aq In / at Overhang distance 1.33 It S.F. Of Area to bevented (SF) 2823 s.f. Total needed for exhaust for upper 1/3 678 net sq Inches Total needed for intake (soffit area, lower) 678 net so 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) 38 Lineal Feet of Soffit needed to meet required 123 Lineal S.F. provided lbyplan 249 TOP OF BLOB WINDOW HEAD HEI T O fb io 2650 SH HN_FLR. RIGHT ELEVATION 1I SCALE: 1/4' = 1'-0" FRONT ELEVATION "B"_' SCALE: 1/4" =1'-O" a 0 d E7 1.o-r m0�ttttt110,,, PppR No CC j. M r� pf" �� EiN�EI 41 c m 5w g� O N r G 00 W z r-� g� tAo� u 2® �j r N W ft ri CJi HI. 00 E g Q w z 4i a. U, w a giro Uj 8gg 8 ® aQ. mm m O 2 E Si m i $ r 2" 1 LLQ� ma�a e .2 tiJ In N 2 2 g g J.p wwn.rnsrnG.conn v U M M H M O Z O N O Z N ag � CO J d Y 13 � Z a ON W fly Q E. E u — OW m wOppE ut r t 40 o — 5ro� � U�od oQ 3 Q. aoS4 +gym U! DAMS HO 5 9 � 1 N C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a PORT ST. LUCIE IVI Job information: 9 09 Iu V a 'a o r 1/ LL/. � tQ N M v O ' N IL � N � �z W w c M �' y^ ' ! n - rye W L m m m a - 0.3Uj//�/LO a—j W VJ VJ N m ♦ Model Name /Number: H 2320 v .5 ♦ I Plan Issue Date: Wednesday, December 18, 2019 a `m ♦ KA PROJECT NUMBER: 19-8304 T n m Sheet: Of: R kj ELEVATIONS - B 8 SEE DET. TB03 G.C. TO PR( BLOCKING" W/ APA FIR FOR SPAN I 7/16. OSB, SEE DETAIL 20'-0" MAX 20'-0" MAX W 4 CONTINUOUS BOTTOM CHORD v X. BRACE SEE BRACING 2 X 4 MIN, SEE DETAIL TBO4- - - - - 4 )VIDE '0 DETAIL TB01 `t COMPLY :OMENDATIONS c - - - - !ATING OF - _ _ o TBO3/S-4 O _ _ _ 0 Z Ed 0 ED Q Kt e-1 � a O a TTTT1 I I I ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS Is EQ. w EQ. x 3 D 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. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Nrs 4 Fr, O L____________________________________________________________- I I 4 Fr. I / 3 I O i ' 1 • 2 .'I / 2 I � i I L---------------------- ------------------------'' 5 FI;, 4 Fr. 5 F i. 4 Fr. O P _ - \ 1 110011 O `xx `9V O` l I - 4 FT. r------------------------ O O ---- 4x ___- Fr. O 0 4Fr O ROOF NAILING ZONE DIAGRAM ONAIL AT BASE 2 ROWS@ 4" O.C. W/8d COMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS@4"O.C. WI COMMON NAIL O NAIL OPENING PERIMETER @3"O.C.W/8dCOMMON ML NAILING ZONES (SHINGLE AND TILE) ONAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 1: 8d 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" D.C. ON EDGE AND 4" O.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED,. CONTRACTOR MUST USE 10d RING l� PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS@4"O.C. SHANKNAILS) NOTE: GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" 088 MIN. (SHINGLES) SPAN RATED 24116 MEMBER IF GABLE END OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2"PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2' SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8'. STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8' SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4' STAPLES & 2' O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB 15(32"OSB (2)- 2x TOP PLATE EXPO UR BEYOND EXPOSUREI SHEATHING SHEATHING SHEATHING - II II 11 I u n II II II II PROVIDE 1 II BLOCKING AS II II REQUIRED PER SECTION X-X IF II NOT FULL II II HEIGHT SHEEP II II II it II II II II LOOT SYSTI W SHEATHING. 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 12" Fr II I I I II II II I If II II SOLID 2x BLOCKING ALL @ III I I II II If SHEATHING w III I I II II If EDGES (SEE Itl I I Ii C II SECTION X-X) 0- III OPENING II II I TI III I r-T - LI - - TI lI II _ _ II u n it II II II I 2x STUDS w w II II - rl _ _I� III I I II 111 II II If BEYOND, _ III 1 1 TI 1 I I II II II SEE PLAN o I I I 11 11 III II II I �' i III I I I II I l l I II 11 11 II I 1 I 1 J I HORIZONTAL WAIL FLEVATION DIAGRAM "S" = NAIL SPACING M1V1 z ,T E 0 a a N J a m LL�0X_ O 0 µOy,,,R f~!1 W gyp~ N W � LL N LL 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 41112 SPF TURNED VERTICAL W/7/16". FLITCH PLATE TO W/ (2)12d TOENAILS EA. END.. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED C BLOCKING SECTION X.X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING CONNERO9 SCHEDULE FOR: ADAM9 HOMES 42320 FEW B wJ 2B'x10Lanai TRUSS ID BEARING POINT TRUSS ACTUAL : CONNECTOR ID .CONNECTOR UPLIFT FAMNERS NOTES UPLIFT 'E DESIGN RATING A06, M78MENE, C1, 0, G, ET, E7A, H7 -L/R 9714a, less HUA16/PER TRUSS MFG 1810# 0)10dx1-1/2" CIP - ESP, H7P bL/R -971#or less FICA/PER TRUSS MFG 1040# (18)Ad x 1-1/2" AID -Al2 : L/R 7594Or less PER TRUSS MFG /HSOA 1040# 118I 10d x 1-1/2L: MIA 1/0 969 por less PER TRUSS MFG /HETAl6 1830# (9)10d x 1-112" C2, ED, H2, H3 1/R -ZS6 por less MR12/PER TRU95 MFG 990# (14)10dx 1-1/2, AD9 'L/R -1775*or less 12)HETA36/PER TRUSS MFG 23654 (12) 16d AOj,: M28 MOB,DO1, D03, 004, F03, F04. L/R -15224oNxs HETAl6/HUA16 1830#/18104 I9110d x 1.1(f 19)10dx1K. A33"-A15,DOIA L/R -851#.orless NUA16I H10A. 18304/1040# 19)10d x 1-1/2 (18)10d x .. A16 -L/R 1623#or less, (2) HUA16/(2) HTS20 1920#/26209 (12)16d( ` GR2 L/R 1926.#0 1�45 )2) Flak 6f (2) N�Ak, 2365#/2365#' 1III l64' 1' IRS LfR .. R8.4i#'pp I44F'� lh)M4tA161 #T , _ 2365#/3965IX U2N6d-. i✓8 ATItvlid2 EMB6Dwt ., (22)10d x11/2x 31MR$�NaksTENO)f17�1 MCI' d •. XOd: L/BF 3T1�OiIaS MT612T Mf412 "1 990M/9904 (14)10d x11(2 , (14)10dx1,3/1'- -12" OVERHANG @ GABLES U.N.O. SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING TRUSS LAYOUT "B" SCALE: 1/4" =1'-0" 0 SIMPSON- CONNECTORSCHEDULE L USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR& FASTENERS SYP CONNECTOR&FASTENERS SPF SYP OFRAMETO HETA16 w/(9)10d x110OR HTA79.w1(10)1Wx 110 OR MASONRY HETA201W(S)l0dx110 1610 HTA20w/(1O)lWxl 1/7 1585 1870 © FRAMETOH2'5Avd(10)Bd NAILS r3= 565 RT7Aw/(10)N NAILS 515 585 ©FRAME TO MMW(18)lwxl I2 "1040 RT16Aw/(17)lWx 11/2• 896 1020 FRAME HI0M2w1(ISrlOdxl 7ITA12PLYTRUSSES 1080 RT16.2M(16)10dxllre AT2PLYTRUSMS 935 1000 OFRAMETO D MTS12WA14)10dxl 1/2"(ATEXTERIOR MTW12w/(14)10dxl VVIATEXTEAIOR FRAME LOCATION INCLUDE (3) 12d TOENAILS) B90 LOCATION INCLUDE 12d TOENAILS) 1005 1196 O()...w MUGT15 wf(2�10tl MALLS AND 516"AT.R. w/ MASONRY EMBEDMENT w/SIMPSON "SEP EPDXY 3965 12'EMBEDMENTw191MPSON'SET'EPDXY 3330 4495 FRAME TO HT820 w/(24)10d.110(AT EXTERIOR HTW20wl(24)10d x 1 VT (AT EXTERIOR O FRAME LOCATION INCWDE(3)12d TOENAILS 1 lslO LOCATION INCLUDE(3)12tl TOENAILS 128v, 153D TO (2) HTS20w448)10dx 11/T(ATEXTERIOR (2) HTW20W/(4&)10d xi VT(AT EXTERIOR QFRAME FRAME LOCATION INCLUDE(B)IMTOENAIL6 2480 2620 LOCATION INCLUDE(B)/2d TOEMAILS(FA) 2570 3060 FRAME TO Htt"2w/FIslGd NAILSAND(2)SW A.T.F. HUGT2w/(18)10dMLSAND(2)°WB"AT.R. O MASONRY w/12"EMBEDMENT w/ SIMPSON 'SET' 10890 wl IZEMBEDMENT w/SIMPSON 'SET 7020 W90 EPDXY (HOT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) \FRAMETO H FGTR w/Il8)1/4' A3" SDS WOOD SCREWS 340D RFUSvd(12) WS3WOOD SCREWS AND MASONRY AND (2) 12' xYTITEN HD ANCHOR BOLTS 4725 (4)&Cx6"WEDGE-B0LT 7100 w/(16) 18d SINKERS ©(1)LGT2 1 FRAMETO 8(7)IW x 2-1/4' T17EN 2 IM 2030 MASONRY SEE NOTE BELOW); Q FRAMETO (2)LGT2w/(32)IGd SINKERS&(14) 360-M 4080A (2)LUGT2w/(32)ISd SINKERS&(10) 31OD-M 3100-M RE1M"x FRAME 21/4'TITEN(2 PLY TRUSS) OR (28) 16d SINKERS FOR FRAME (EA) 3240F 3770-F 1/4'xTWEDCE4301.T(2 PLY TRUSS) OR (32) l6d SINKERS FOR FRAME (EA) 38OD-F 4520E ©3 FRAMETO MASONRY/ (2)LOTS W 1/4"x 3"SDS SCREWS ( &(211&" RFRAME(TRUSS) 473" 65704d (EWS & 3W 1 1M" x 212' W525 SCREWS RME(EA)) 648M 1i 7050-M FRAME SINKERS F OR (52118d SINKERS FOR FRAME (FA) 5010E BB60-F (4) SINKER" FOR OR I`�6)18tl SINKERS FOR FRAME (EA) 6,180F 7710E O BEAM TO HU410 OPT HUC410 w1(18) 16d & (10)1Id CO26801 HD410 OFT HD4101Fw/(20) l6d & 10) led G630SO 1 BEAM NAILS U#18R5 I NAILS WEBBED ©BEAM TO HU410 On MUC410 w1(18) TTEN 0#46DO FID410 OPT H04101F W(20)1M"x3" OM355 MASONRY IWX2 31V & (10) 10d NAILS UmBOO WEDCE.41OLT&(10)1Od NAILS U#Ss0 L2 BEAMTO MASONRY/ HU4801PTHLIK"Wi8)10d NAILS& 02) 1M'x23/4'T11EN(TOMAS) 0#1540 U#88O 0#30DO U#1135 HO46OPTHU46w/(s)IUd NAILS (12) lWx23/CTAPCONS(TOMAS.) omen UM1030 =015 U*850 FRAME OR(12)l6C&(6) 1W(FORFRAME) SYP-F SYP.M OR(12)IW&(8) led (FOR FRAME) SYP-F SVP.M I FRAME TO (2J HETA760PT (2) HETA20 1920 1920 (2) HTAIB OPT (2) HTA20 1 187D MO MASONRY 1•RY /10dz112'OR 2366 2965 1fLYw/(10)Wdx1 OR 2430 2-4PLI.Y w/(/2)18tl 2-PLY w/(12)16d HTSM16w/(S)10d NAILS AND (4) 114W 1/4" 938 1110 HTWM16w/(Stied NAILS AND (4)t/4'k13X" t145 1225 ! TAS NS WEDGE -BOLT I OFRAMETO MASONRY OR OR HTSWO w/ FS)10d NAILS AMID II IW SIBS 1110 HTWM20 W(10)10d NA1LSAND(4) lA'x13r4" TAPCONS WEDGE -BOLT 1145 1225 1 HIKES./(8) N xl 12' MILS AND (2) 3/S"z4" ' OMAMETO P MASONRY TITAN HD ]80 110 FRAMETO DTT2Z W(8)1/4'Xl I7 SDS WOOD DTB-TZ w/(8)1/4'xl 1/7 WEIS WOOD © MASONRY SCREWS AND IQ" 8 A.T.R. EPDXIED wI 1we 2145 SCREWS AND (1) 12' B AT.R. EPDXIED w/ isle 1835 '1 SIMPSON SET"(SEE NOTE *4) SIMPSON "SEr(SEE NOTE#4) 1 FRAMETO HR5w/(2SISd:21@' NAILSAND(1)5'8'e HTT45w/(26) 16d x21?NAILS AND (1) ® MASONRY A.T.R.EPDXIED w/SIMPSON -ET" 4375 6090 SWO A.T.R. EPDXIED W SIMPSON"SET' - 5006 (SEE NOTE 44 BELOW) (SEE NOTE #4 BELOW) i FRAME TO ETA W 09) 16d 1212' NAILS AND (1) S18' B HTT4SM(18) 16d x212' NAI LS AND (1) ® MASONRY A.T.A. EPDXIED W SIMPSON "SET' 3540 4235 SW8 A.T.R. EPDXIED W SIMPSON SET" - 4160 ! (SEE NOTE #4 BELOW) (SEE NOTE 44 BELOW) TOFRAMETO FRAME 14108w/(24)10dx1 V2-NAILS 785 910 LUGT1 w/(23) Bd x11/T NAILS 975 _ 1045 O FRAMETO D HM w/(4)1/4�l M-SDISCREWS RTI6MW(B)10dxi 1R'NAILS& MASONRY SCREWS &(8) IWx21/4'TS 780 760 (4)1M' x i'J4' TAPCONS 1365 7395 TO VGT w/(16) 1MYB' SDS WOODS& OFRAME MASCINRY (1) 518'O AT.R EPDXIED w/SIM'SET' 3= 4940 w117 MIN. EMBEDMENT (2) VGTw/(32) 1107 SDS WOEWS OFRAMETO MASONRY &(21500 AT.R. EPDXIED wON 6170 71M*SET'w/ 1T MIN. EMBEDVGTw! (161 IWXW BOB WOODS 8FFRAME MD SD52.5 w/tO IWX2 la-OOD (I3288 4585 MUGT1lw/( NAILS B HTT45 w/I18) 4180 i FRAME SCREWS 8 (1) 6AS'8 AOFRAMETO tOd NAILS&(1)&8"BAT.R E$6 (2) HTT5wl(52) 76dAIW (2) H7T45 w/(52) 168121/Y' NAILS VME (1) SWIR AT.R.(SEE NO4775 $080 g(1)5B•B A.T.R (SEE NOTE 04) sees RFNGCAI MNNFRT[IP NOTFG- 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS BEANS W(2)12d TOENAILS 2 ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER. U.N.O ON PLAN. l 3, G.C. MAY USE EITHER SIMPSON OR USED CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES. SCAB ON FULL HEIGHT SYP #12'x4' TOTRUSS VERTICAL WEB vd (2) ROWS OF led NAILS 03" O.C. STAGGERED. S. MINIMUM AT.R.EMBEDMENT: 7 EMBEDMENT FOR I2'.A.TSI 6'EMBEDMENT FOR 516"A.T.R.B'EMBEDMENT FOR 718-A.T.R.(IF AT STEP, DEPTH IS FROM LOWER SLAB). 6. SCAB TRUSS CHORD w/4'-0.2x SYP #2(MATCH CHORD LUMBER SIZE) W(2)ROWS 1ed@4" FROM END &4. O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCHASPOSSIBLE. AO MINIMAL CONNECTOR FUND ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24' OR 37 D.C.PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL. TO MASONRY WALLS SEE DETAIL F8121D3 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JAM (CORNER JACK) TO MASONRY WALLWICF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32"OC MAX. w/(2)AT EACH COTNER.G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI OF APPLICABLE) LAYOUT S.CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS w/ (2)12d TONAILS MINIMAL CONNECTOR UNO ON FRAMING PLAN 1..CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM n/�\C MINIMAL CONNECTOR UNO ON FRAMING PLAN. ROOF FRAMING NOTES 1. 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" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 Alt SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD S. 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 IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FEB. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICE WALL ° METAL DRIP EDGE + SEE TYP. WALL -- 2 x SUB -FASCIA o SECTION _ ALUM FASCIA 2x4 P.T. FASTEN TO C.M,U. W/ 11/2" LONG T-NAILS 0 2'-0" O.C. _ SECUREJ-CHANNEL 012" O.C. VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE ee°ee\\F�`I111 T�R� -0AA1> wee NS- •' 61 CC LLJ a. S or ram, •,��ss� C 0 1R IF 837 E 2 H i\\\ee $ eH 04p 00 � N m g 5 og ppp 0�0 ,Epp 2$ ti 0]yq; JJ �J1 & - W MNo LL LL LL d$ Y• Q��'aaaaab `� W. U. €�SpGLg' Lu O/Q43aaz �1 1yw$$�MjaP•� � ®�»i�� 2 O t� R 0 C) LOU' e®�FIIQ Fig d2 ¢ N ppa', S L m a ¢ 0 7 tic I°- c VAVW.FDSENG.COM ❑El ❑ D g z� 13 o n Z z D OF N � J Ln o L O- Rn E Ln Ln#TT c O N E P SENSE, JE1111111 I Q V LLODOOJJ yWm o Z O dl -k �? c ado 00OD 6 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: U a LOL 0 OFF 00CN Wz aG m / imOVLV 0 fn O J WZ) m J Cifo U) 0u- Model Name / Number: 2320 VT Plan Issue Date: Wednesday, December 18, 2019 KA PROJECT NUMBER: 19-8304 1'1"l JnVxxIY. oVrrl MrTC MVC4V/1rG '. TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TYPICAL SOFFIT SUPPORT DETAIL 3/4"="-Do rw Sheet: xi I SEE PLAN FOR TOP OF WALL AND LINTEL FO: - (PRECAST LINTEL • SEE LINTEL SNEEr FO SIZE OF LINTEL) LINTEL BEAM: I 1 COURSE LINTEL BLOCK W/ 1 # 5 ONSHEARWALL SEGMENT - rle BAR & 90DO PSI GROUT, MIN. 25" LAP (ACI 530) °"°� PRECAST UNTEL-REG. OR RECESS 'rTo TYPICAL SHEARWALL SEGMENT TRANSOM OPENING ALL SHEARWALL SEGMENTS r - •' CONSIST OF FILLED "FRAME INFILI CELL EACH END WITHOUT AROUND WINDOW AN OPENING BETWEEN. BY BUILDER. SEE `m Y •y • WF01 FOR MORE INFO FILLED CELL: w FILL BLK. CELLS WITH 3000 F.B.I. GROUT ONE #5 0 LOCATIONS : (2) 2X8 WOOD HEADER �� F.C. EACH SIDE SHOWN ON THE FOUNDATION TURNED SIDE WAY SEE PLAN! CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO ATTACHED THE FIRST PLY 2X8 TO OF SLAB MASONRY WALL W/ SIMPSON HUS28 77 HANGER, . F • 3/4" TAPCONS INTO DIAXMASONRY & (4)10D X 11/2' NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE I5T - PLY W/104 STAGGERED06' O.C. - OPENING - MS021 TYPICAL SHEAR WALL SECTION N'.Ts. MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM N'T•$. —TYP. TIE BEAM W/3000 P,S.I. CONC. W/1 #5 REBAR CONT. �SIMPSON SPA WAS) - SOD X 11/2 SP6 OR SP8 FOR 2XG AND 238 WALLS `—DOUBLE 2x TOP PLATE 1• STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/30DO l P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL S. C,M.U. 2'c #2 SYP/SPF P.T. W/ (3) 1/2' X 8" "J" BOLTS OR (3)1/2- X S" ERPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR (8) 2 7/8' HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03rRMIVIG lUl/OnV/ VI ILnn/ eerm�s. , N.T.S. FAAc^KIOV nnhwcnTITTKI nc-rAtl #5 REINS 20" MIN. LAP BAR #30R#4REINFORCING E L#p R #4 AP CPI ICE 25" MIN. LAP 'ffie #S STD- 90° HOOK �#5 REINFORCING BAR #A I AP RP ICE SCALES"-1'-O" 36" MIN. LA #6 REINFORCING BAR • GRADE 40 U.N.O. #81 AP SPLICE I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X 214" 12- 04. 1 2 x 6 1/4" X 214" 12" O-C- 2 2x8 1/4"X2%" 12". O.C. 2 NOTE' TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST _ _ _ _ �UNITEL H (2) 2X P.T. BUCKS W/ 1/2" O.S.S.TW BETWEEN i FASTEN PT NAILER TO MASONRY I i IF DOUBLE 2X NAILER IS USED. USE 1/4-X 4 1/2' TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. FORM & GROUT SOLID m� �U tp ` •:f OP fV 8F12-1 B/1T #5 BAR CONT. RM85 12" LINTEL DETAIL 3/4"=1'-0" LINTEL CHART w/ GRAVITY UPLIFT LOADS FOR: 2320 ELEV B S*40RD LINTELS SAFE APPLIED APPLIED LINTEL .. LENGTH �' GRAVITY t GRAVITY LOAD SAFE UPLIFT-. UPLIFT LOAD SEAM COMPOSITE MARK LOAD,.{# PLF) ('PLF) LOAD (# PLF) (# PLF) 1 17'-4" 9 0 77 25 405 89 a �{ I(.' = - 1136 488 r •:,, ., LINTEL PLAN SCALE: 1/4" = V-O" ELEVATION "B" ION GENERAI NOTES 1. AREAS OF BLOCK ASV, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM'. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA, END ALL RECESSED LINTELS. TO HAVE MIN. S" BEARING EA. END 4. a LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (a) ANY LINTEL DEEPER THAN 32" HAS BEEN. VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS, ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PROCRETE F c RUED MTH GROUT / U =UNRI r ED AT TOP 'D R=RECESSED rrQTY. OF65 BOTTOM OTROMOP OF UNTE OFUNTEL KNOCK OUT NTEL BLOB(OURSE 9�LINTEILCAVIITY F16 1B/1T tOMINAL ROUT [QUANTITY OF WAR AT f5 TOP EBAR AT BCPITOM OF OIDTH N NAL HEIGHT BOTTOM REINFORCING 7b 'ACTUAL PROVIDED IN LINTEL (VARIES) NPF D CI .NATION B"HDMIN4L WIDTH RFNFRAL CONCRETE LINTEL ��� CFNPRAI INMAI I ATION NMFS 1. fn aeons llMNs_ 3500 Psi. L Pmvlaa fuh modm heed and Sea loh1s. 2. f'C Pressessed]lasts=BGDD psi. 2. Shore Mlad lintels as msctmd. 3, grouted W ASTM C476 fg=300D be W/ 3. hsMlleBon of ur,tei muatcomply shin the architectural and/or structural drawreq. 4. mesimum 3/e' ag0egae ared 8- W 11- slump. 4, U Lima] , am manuRdumtl wAh 5 4/2" long notches at the ends is ab ommedats 8. CaerMe masonry oohs (CMU)Per ASTM CBri serewl call minfordrg ens 9. Mg minimum nM arcs compressNe aV¢ngih=ISPOPs1. 6. All IIaale most or moved L/aeo wacal deaeOlon,eset lintels 17'4' aM 6. Reber per ASTM A616 Grade ED. longer wiM a nanerel height a B" meal a ameed L/180. pestremlng straid per ASTM Ab1b gmtl¢ & Bottom held added mbar b be kPaNd at Sean a the MVRY, 7. 2701aw rebixada,. 7. 7/32` r/ers" wire stlnuPs we weldW to IN bottom 0*1 for maclronkN aruhorel 7/32 wles Per ASTM A510. B. COOTM gene Corwreta may be phomed in c¢mp¢aPG Intel M Ileu of Canemte S. Marer per ASTM C270 type M a S. masonry vrfa. B. SIR betl ratinga based on mt'ontl des" enelyaR per ACI 31A eM AN 590 10. ROOM%Proil Approwl No. 158.1 11. Tiro A.I.aaldem of ReR]n Me Nlet in exterior concrsta mine enry "IN shall heve e COOP' of atucw applied In accordance with ASTIR C 826 or Other epprored coating, 12. Urnals loetletl einaameouary with verdcal Igrovlry ebtl uplihl end hodzadel Ileiara6 oecs shout be checked for ComMna loading wDr the tdlawhg wu iron: APPIad varticul Pal ApPlad WLOC ei bad <1.0 } Sore vadlcel load Sets horaontel toed o: o':w0o °• - 1070 O - 8RF6.00/1T BFSOB/1T ^- ,- O © b: V O O O o SRF14-1B/1T ane-1B/iT : 0 © O SF20.15/IT 0)0 b b -4 8R-1B/1T F22 8F2a1B/1T O 0 ,-0 O 0 BF28 WIT O O 6F321B/1T 2 3 v 3 seA11w l uITIh TO", rn o G e n. • ys �- r E OF 1 to 6 YA 8$101STjT,J®VS, C 8 a W n O C a ppp {p v c g g K 4 00 c 00 11;16j Z W Ca riLLd FS m IQ�+6mfi a ® LILI _ ¢ W LL Sew LI.I �I% "S W a u+ 12 Or V1 z Nq mmm e��pgg€ Uj °U'ER@ OU J OO U2 a r� 'a VA"FDSENG.COM ❑ I] ❑ OApi Z N o Z M O O Z Q c d t—` — Y i Qp sae U —$ O cm ( N 0 U THE I w O o °i V t U — 5 y U ^ ar LO ME as I L 9 I N I FLORIDA CONTRACTORS LICENSE NO. CRC1330146'' a° m 3000 GULFBREEZE PARKWAY OF GULFBREEZE, FLORIDA 32563 Ti DIVISION LOCATION: PORT ST. LUCIE z . Job Information: 1 CONE. GROUT SHALL FLUSH PRECAST °U" LINTEL W/RAL A AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL CO FOR REQUIRED LINTEREINFORCEMENT rA RCEMENT REINFORCEMENT b^A V HURRICANER R R 10' STD. 90 HOOK S d I� II If HOOK aseesa _ TYP-) (y g�e� t, I'L R �.. Tom. 1.�.T ��'c7," �!{,• C0 pg. � o. I-il c ✓ Ce STD. 90 DEGREE S U)REBAR ON BOTH SIDES ANGLE 3000 P.3.1. OF OPENING U.N.O. S°[ LU CONC. W/1 #5 DIA. TYP. BOND BEAM g Z N REBAR W x 8' x 16" K.O. W ' PROVIDE KNOCK -OUT BLOCK UT r FILL W/3DOO P.S.I. BLOCK FOR FIRST CONE W/1 #5 DOA. `- COMPLETE CMU COURSE W = 17 10 m ' BELOW SILL & FILL SOLID REBAR o O O U W/ (1) #S BAR FOR ALL •' V� 0 to WINDOW OPENINGS 8'-8" INDICATES FILLED AND LARGE I CELL FROM ITS. TO m ♦ 1 (h d Lr B" x 8" x 16" BEAM 1 #5 y V i' CMU U.N.D. eeeeeee. LU Z)//�� M BAR MIWITH O /y_j 4'1 Model Name / Number: 2320 TYP. DOWEL 25' . Plan Issue Dete: MIN. LAP (ACI 530) Wednesday, December 18, 2019 KA PROJECT NUMBER: Y 19-8304 FOUNDATION ,�-- BE FOUNDATION PLAN 04, Sheet: Of TIN PLAN FOR LOCATIONS IVIS01 BLOCK WALL REINFORCEMENT N.T.S. LINTEI�P ..■■ r'� 'I V, I~ 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2)'/z"x5" EACH END SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. D OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 8 1 1/2" STEEL LAG BOLT `rt' W/ WASHER. MIN. 6 PER TRACK TO JAMB. ^° ' q N q ' o 0 (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o n n "J" BOLTS WASHERS SET IN TYP. FILLED CELL " E FILLED CELL W/ #5 MIN. 5 PER JAMB. a VERTICAL o SECTIONAL OVERHEAD a DOOR v 0 w CONT. P.T. #2 7 $ WOOD SYP 2" X V' + a TRIM o r •o $ �``0111111f pgag` ........... •' le O 2"4" P.T. WOOD JAMB V "' DOOR AND CONNECTION PER c w GARAGE SLAB GARAGE DOOR MANUFACTURER 3 TYP. GARAGE DOOR q TRACK MOUNTING DETAIL T� �� ��� ij oe ram•. i. o rq NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS _ ��dgrEgas pa'I'FI°`°� wow DETAIL- UNLESS NOTED OTHERWISE 3 ' 3 2 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. v n T W E Ell m�< <p � Nb°1 La N W ti O €€ L. W mI(�yNN LL LL LL BE Olt N e wciz {W—�♦qm"9aWw BLOWN IN R-30 INSULATION PER FBC V aAND ENERGY FORM SUBMITTED WITH sz 0, N o a PERMIT APPLICATION PROVIDE BAFFLES g s" 5 U) m o AT EAVES (FOR VENTED ATTICS) s w A Z 12 FIBERGLASS SHINGLES o c e s 9` W Oct N< J a a SEE PLAN TILE ROOF (PER ELEVATIOIO N)' 9 g @. o o N OVER APPROVED UNDERLAYMENT n 9 PER FBCR 905.1.1 OVER APA a PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING L g mvw.wscr.c.com TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES m i FASTENED TO TRUSSES PER ROOF � ? n NAILING SCHEDULE) �+ m TRUSS ANCHOR (SEE PLAN) 5 Z a ' SEE PLAN FOR — - BEG. HT. s s a i° 1/2" DRYWALL •• " •� — s FELT PAPER OR • • ° ETAL DRIP EDGE = Z a TRUSS PLATE M V) (TYP.) FRAME FOR BUILT-UP 3/4" P.T. NAILER 2x SUBFASCIA u a CORNERS min (3) 2x4 OR +— w 4x4 w/ 2x4 POST UNDER EA SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS 1O O E END OF SUPPORTING BEAM. t ° 2 X 4 P.T. PLATE „ CURTAIN NAILER A 8 x 8 x 16 K.O. E O KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 1 x 4 P.T. @ WINDOWS K(�'} n LINTEL BLOCK `w V) c m O.C. I x 8 P.T. @ S.G.D. „ AND LATH WITH FINISH O.H. w/ (1) ss DIA. REBAR a o n 3000 PSI CONCRETE i m (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- „ SEE ELEv. U a E NERS FOR NON LOAD PRECAST "U" LINTEL a a a a \ SCHEDULE N SEo ' �O^uvBEARING SIDES NAILED ' w/ 16d NAILS @ 8" O.C. u �O U w ro I. o,,Q vv vv �a v Q m o ap am \ Qo V. 1/2" x 8" J-BOLTS (1) CENTERED EA. (TYP-)'{ COURSE HIGH A.F.F. a 11 DAMS HOMES SIDE w/2" WASHERS \ CMU BASE FILLED w/ CONC c W/ (4) VERTICAL RENF w/ TYP. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 (TYP.) NOTE: 44" MAX. SILL HGT. ON n FILL CELL {i) #5 DLA. HOOKS INTO FTG & AT TOP PLAN Al Al OF COLUMN ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI v 3000 GULFBREEZE PARKWAY '+ CONC. ALL LOCATIONS „ SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 N & FLOOR PLANS H N DIVISION LOCATION: N SIMPSON LSTA30 SEE FLOOR PLAN v PORT ST. LUCIE w/11-10d TO BEAM FOR BEAM SPEC. z & TO FRAME BELOW v ♦ Job Information: VINYL FRAMED WINDOW _ 4 a d WBVDOW STOOL W/ SCREEN r> � PER SPECS h PRECAST CONC SILL N L1 N m ' APER BACKED FOIL RA.1 u NSULATION AT CMU BLOCK WALL V ER FBC AND ENERGY FORM v W UBMITTED WITH PERMIT v EXTERIOR FINISH - n PPLICATION (SEE ELEVATIONS) $ ON 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR _ 1 1 ? 00j 1 x 4 P.T. 17" IN CONCRETE - 25" 9 • ■ M SIMPSON HETA20 BASE NAILER EXTEND (ACI 530) ABOVE o (0 O v w/10-10d TO COLUMN Al Al BUILT-UP CORNER MIN (3) 2x4 SLAB, ALL LOCATIONS SHOWN 2 LO r` — L OR 4x4 POST w/ 2x4 UNDER WOOD BASE ON FOUNDATION PLAN m Z U m m d POST ;. EACH END OF BEAM SEE FOUNDATION PLAN FOR L' SLAB INFORMATION 10 O J Ll.l tL NOTE: 2 X 4 P.T. PLATE TOP OF SLAB 0 J BOTTOM STRAPS MUST BE + " INSTALLED ON INSIDE OF V1 Model Name/ Numbe COLUMN. DO NOT BEND T, v \ a0 r. v 6 v v GRADE STRAPS UNDER PLATE. 2320 PLACE STRAPS IN FILL y'+ CELLS w/#5 REBAR SEE PLAN FOR (TYP.)4 COURSE HIGH CMU BASE ♦ Plan Issue Date: ;• RE -BAR QUANTITIES FILLED w/ CONC - SEE PLAN FOR x SIZE. TOP OF COLUMN BASE - Wednesday, December 18, 2019 2'-0" AFF `�_ VI KA PROJECT NUMBER: SEE PLAN SEE FOUNDATION SEE ILA� w PLAN IM304 Y NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS a Sheet: �_� Of: m DETAIL - UNLESS NOTED OTHERWISE N CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S.WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=r-o"10 TYPICAL FRAMING DETAILS m m � m ro N 1" 145^ SV. u (2) 2 x 4 LAMINATIONS W/(t) Row OF STAGGERED SOd (3) 2 x4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NABS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS E FACE) (ONE 18O E CH OUTSIDE COMMON WIRE NAILS INTO EACH OS) UTTIE FACE) O1EQUAL (ONE EQUAL NOTFC, 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 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2' CONTACT FOR FOR :a.; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) :i. F.F. VERHANG low Y 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. PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 48n4f, 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE NOTE: @ ALL W. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED I STUDS) 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 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. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD SIDE TYP. TOE NAILS 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 WF17 I TOP PLATE SPLICE DETAIL 3/4"=1•-( * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS I KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 (21 (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16 3 4 3 4 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 lad NAILS @ 8" O/C TYP, DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - °pFry� * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SI2E OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12'O/C FOR 2x 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" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 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 i I SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO SECTION A -A SIMPSON HUC410 BUCKET SEE ROOF I I PLAN FOR MORE INFO ' 1 I SEE ROOF PLAN ' FOR BEAM SIZE & CONNECTION INFO , ' I I I SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO •- ---- -- -------- 0 PT I O N B -1/2" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN ROOF PLAN BEAM SIZE & SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — SCALE: 1 1/2" =1'-O" AF--�A SEE PLAN FOR TOP OF BEAM SEE FOUNDATION PLAN FOR MORE INFO CDJA I COMMON BEAM ATTACHMENT I N.T.S. WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-36d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. �r7�+N!�s�s Ep6Ep IS q�e T v' No 87 E4 c •' 3 �� STATE bF 'tom« °,so3y N R i1 co g 0 1 via` v U c � 0 w n c° m a 210_ N t0 m ag N00 Q3 t3 U) yj i6 u 5 I•l UN Q2 J _ E9i 9� L W ��LL LL e- N I• a m-- x Hit?wg�W €LLN9 Z 0 2€ 6 NnLL�IS5 Z Q4j" 2 HE49 a�wC�0JaaC; 0M ° NS WVn OSENG.COM 5 � `J) N V/ Z M v z cry p N Z M 00 i $ Z c � Q 0 J a a z y v Q a) 0g o U Q w O D15 ° c m 15 t/I U 6CA E m w 00 0 0 „ nrp g FLORIDA CONTRACTORS LICENSENO.CRC1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE I Job Information: `y U a LL O � W z z OC > E Uj IT) g do • m 6) z HUM ° 0 —1 w'^ =�/�1 m o J M W V / V / L37 LL mI Model Name / Number: 2320 Plan Issue Date: Wednesday, December 18, 2019 VI KA PROJECT NUMBER: Y 19-8304 s Q Sheet: 3 Of. N L TYPICAL WALL DETAILS U O.C. MAX DIAGONAL SPACED AT 1CHORD *SAME p 4 SPACING AS BOTTOM LATERAL BRACING I TO BE LESS THAN OR EQUAL TO 450 '1 I I - r A� MINIMUM2"x4" CROSS BRACING' (SEE PAN FOR T LOCATION) • •-'- •'_d ' BLOCKING 1 V I I 1 O - Q (3) 12d 1 PER JOINT r _ - CONTINUOUS LATERAL BRACING - - ) NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS ° CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP o W/ (3) 12d @ EACH TRUSS WEB d 3 w TB01 TYPICAL CROSS BRACING DETAIL N.T.s- T11302 TYPICAL CROSS BRACING DETAIL N.T.S. d PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. EEN TRUSSES W/ (2) 12D elltT O NAAILS EACH END TO TRUSS TOP CHORD E %e®'1teT! N P LO TO,�,`J$ e�°� Q 1 f IN 7864 •' A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED OVERLAP TRUSS BRACING 0 L a b " W W .• ., o TRUCTURAL WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP '"-'QD . ,.j 6" M+�J'. q _ _ _ _ _ _ G.T. SHEATHING PACE a BTA 1 0F ;'� z ADO IDRE Al e ��� e O OP CHO D WHEN 'D NAIL TO TOP CHORD JACK r \ TO PREVENT SHEATHING -----OF HIPPED TRUSS W/°o<e O,n Nll;���� RUSSE SPAN FROM EXCEEDING Ip 12d NAILS (�P 8" O.C. 3 MAX 24" SPAN (EITHER G.T $ SIDE OR BOTH IF REQ'D) (2) 12D NAILS ROOF MINIMUM (3) 12d T AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR E SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING m o T, ID ID $ a m PLAN r '� F v tD N r` c `_ 2 q U) 03 1 N �w.c 1 ., Z y`,Qm{Mg _ 2X4 BLOCKING) w W�m�� BETWEEN TRUSSES HIP TRUSS gg W Q��ma d ""L.L`G'A q. u L W V a c i a d 8 Z O=A°< z0 T603 HIP N.T.s' N.T.S. /RIDGE BLOCKING DETAIL TB04 TRUSS BRACING OVERLAP DETAIL (TYP) Yg Nf m o 0T M m m .5 g = z 4A.mt <�TO E� ° N M L � O J I U 0 J Nr'�'o ❑ 13 El WWW.FD9ENG.COM (D M z o TRUSS NOTES: Q 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2014 W n. (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 ISTHE 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 c VVV z n iLJI M1 TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OFANY «� /� (fj VI CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT 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 2 ti LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. a 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 U — § W ° uDn ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 'm O C m 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. t. ° mm V) ? & SEE TYP. TRUSS BLOCKING DETAILS CO SHEATHING w 00 Cc '® 3 TO 4 TRUSS r2x4 AS SHOWN 00 oQ TRUSS SPACES DIRECTON _ C M Q W Ci bD RUS N ., DAMS HOMES VERTICAL SCAB 2X8 #2 SPF 48" O.C. a W/ (4)12d TOP & BOTTOM NAILS H) SEE TRUSS —,,.TO u; OR HCLft/LL IN PLACE OF (4110D SECTIONTO EA TRUSS ) REQUIRED @ RAFTERS GREATER THAN 8'-0" B-B O FLORIDA CONTRACTORS LICENSE NO- CRC1330146 ...... m 3000 GULFBREEZE PARKWAY SEEPLAN OUBLETOP DOUBLE " GULFBREEZE, FLORIDA 32563 PREENG. TRUSS PLATE SECTION B-B TOP PLATE DIVISION LOCATION: 2X STUD WALL PORT ST. LUCIE SEE PLAN d CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2%642 m 0 ♦ Job Information: (4) 12d WHEN )ANDS SPF 4W O.C. W/ (4) 12d w NEXT TO PRE-ENNO. TRUSS 2r$ BLKING. NAILED @� EACH TOP &BOTTOM OR H5 OR � U 2 SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d 'c e REQUIRED w/ (2) MTSITS REQUIRED @ RAFTERS GREATER ¢ O_ THAN e'-0" t, 0 r LL COLLAR TIE N m r EVERY 3rd SHEATHI RAFTER N 2X4 BLOCKING BETWEEN CB BEVEL CUTS ° N N TRUSSES W/ (2) 12d NAILS (OPTIONAL) EACH END, CONT. EACH BAY s 0 7 W B TB 2X4 SPF W/ (2) 07X3.1/2° ¢ ALTERNATING DB WOOD SCREW EACH TRUSS - m j 00 BLOCKING OR X5 @ 48" O.C. c. d' o PRE -ENO. TRUSS � M s CONT. ROOF SHEATHING AT TRUSS TOP w > co 0 STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP, .0 in d) SEE PLAN FOR CONNECTION M a B _ 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2}12d NAILS @ DIAGONAL WOOD 2X8 N2 SYP RIDGE BEAM M U- O W U) 10 AT 8'-0" EACH END MAX TRUSS 2X6 RAFTERS @ 2'-O"O.C. MAX. W/(3)12d COMMON Model Name Number: WALL BELOW TOENAILS TO RIDGE BEAM (SEE PANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 FT 0 2'-0° O.C. MAX W / (3)10D 2320 CONC. MASONRY 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM a w Plan Issue Date: T & B CHORD HEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING °VI Wednesday, Decembers, 2019 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KAPROJECTNUMBER: r 19-8304 Sheet: 4 � Of: o N TBOG BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. ROOF FRAMING O Q AND BRACING DETAILS FILE COPY [yll E' \\ 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. u SPA EVE C� 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE ry 6„ 3' V V 3" 3" 3" 3" 3" Ill III E I E 3„ IF 3" 3" 3' 6„ 6 s„ DOUBLE DOOR W/ SIDELITES 'A 'E ;PACE :VENLY SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. 0 cn TOP OF SLAB — Do Z I III III °I II f - Ir - Ir I v o a of 0 z 1 ' 0 16" MIN. DIAMETER CONCRETE FOOTING N.T.S. SPACE EVENLY I Line valley by centering III 7" s m Use in 5throuu valleycenterllre r SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE AEII BASED (REQUIRED AT XI sEAtANr APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED 1G-- BEHIND FLASHING 25F LOCATI DNS.), EXTER.. WALL FINISH AND EMENDING A MINIMUM OF 6" ABOVE VERTICAL WALL 6" x 6" H GALV. FLASHING CONT. VERTICAL RISE OF FLASHING AT HNEEwALL T ENTRY PLASTER STo SEALANT ft00F SHINGLES FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED rLnseilvc I AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION BUCK STRIPS - 2x (DEPTH OF W'DOW �,''-• AND/OR SGD FRAME MIN.) GLUE STRIP \ 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 NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS, 3/8" MIN HEADS. 6 PER SHINGLE, Root Oadc // E� ORF EWE. IP EDO; Al OFS. OVF9l FAvc re 21'. MF EDGE AT EAVES I To SE INSTALLED EITHER LNDFId AYMENr IF NSTALED 'I THERE SHALL RE A OF ROOF CEMENT INSTNWED FLANO-, UWR MOE SHALL BE =AEU A MAXIMUM OF 12, ON VAAd AS DETERMINED IN CTION R$0121.313 ilO MPH TER ORTHE MEAN ROOF HEIGHT W58 men). MIP EDGES SHA13E FIFO A MA(MUM OF 41NCHES 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. TYPICAL 2x BUCK INSTALLATION OF WINDOW 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 HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY 'FAA' JAMB MIN. 4" FROM END AND MIN. 16" C.C. 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 11/2" WIN. EMBEDMENT 2X WOOD M"E WGIQ17 SCREW BY OTHERS 49 SHEATHING BY OTHERS sl CAULK BETWEEN FIN IASHEATHiNG EXTERIOR 3/4" AUN: FINISH DISTA IS BY OTHERS �< PERIMETER 1f4" MAX. CAULK SHIM SPACE BY OTHERS O:A. WIND0W HEIGHT EXTERIOR' INTERIOR rA TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 4" 8" Mi dmum Fastener Sparing (Jambs,Headand SIN) r 8' a' 4n - 9 Wall Framing:: e2 SpruatinUn it Or Be6& SiNegle Yl 2" Screw - Screw i10i SGYw6 Minimum Poetratlon Game Bead I-3/8• Molting Fin ' ChGse Section View 0deim VWw of Fixed window Moll. --- _-:-I ,ram Silicone atuw Sheathing --- NOW WOOMMl7nc MWdtUM ofMOingOltl/or AB mpasandsl JrluusmpMlnAS2MF21J"J, HOW~,, Mto veHadan lAcodesadd bundMp tJ9eR nhAg7d0 ro Hie rW taerro daeradde Ma pldperdarodatlon orfn4Ar n6mr, LEAVE THE NUBBLE WRAP ONI BI In miing your window, the bubble wrap may be (reeled back for inspeftn, Wit please re -stick the wrap to prote the blocks front scratches and other damage until com"aon is ovAdedI Sap 1 Measure to be sue the Opening is 3/8" a 1/2"larger than the window size both w ft* and horizontally. " You may wish m pre -dolt the installation holes In die fin a this one, Dezygard the prepudchadJa#s/n the dal are lot Step 2 NFN a generous bead of silicone m the baticside of th mounting M. Use enough slmne to wfliziently fit all Voi a belwan the fin and the wail sheatinng. Step 3 Intent the widmv Into the opening ham the onside. The widow. Is labeled -hole" ale °oAtde", but t these labels have been remaed, the glazing bead should okays be to the Inside of the buns . Sep 4 Instal shims under the sin, admang then me the unt H pile" In the opening, Elms sholld be Installed under the sill every 2 fat The window should be bielailly ordered In de opening With era more than 119V gap betwan the window and wall fravang. 6 Irsrnd a e10 x WiT screw 4' from the inner of the gn at each end of the head, sill and bolejambs. Rep 6 Instal the rrroiling fasteners F18' incrementslrom is caner screws to the oh of rash trends member. lla rme nr m tighten She tls spews and PON them through the fin. Also, make are the screws go In straight and do rat muse the frame 4 bow Wall framing should be a Ammon of 02 SVwejPineJFr. . Fasteners should be Y10 smvrs of sugltlat lemen to achieve I-3y8" perserabon Into the wan and me leas than iR" from edge Of training. Fastener needed in each side of frame in ankve 8' r FracrkMarlher 10' 42" so" III 66" 74. III W WNu"er of Fasteners 2 1 A S 6 1 7 B 9 1 10 11 12 /5 Stop? 2emme eaXss snicame -sqUesas our from around tend and Impact for Mks or wall. Use slko" to fig my wads. Sep 8 If desired, a fam Insulation on be applied to the interior gap bermsen the window and wall hambg, ff applied, d*mEdTbe Cs NON EXPANDING TYPE FOAM, Sep 9 Since these wadaws are typimlly Used In rooms with high moisture, a; bMhmans, it ls remmmended this the Interior gap between the wkdov and are framing also be sealed with sillmne and tooled sal as not do mtrare with the inswaticn of wallboard, the or trim. Step 10 Ors all axatrudbn IS complete, remove the bubble wrap from the melds and ouade of the Window. If necessary, don the bloda with a mild distergaint and warm water using a sot doth. Failure to follow these procedures will void any and all warranties. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Roofing: DA 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florl Proc ROOFING UNDERLAYMENT: 1st Choice wo m,r Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 2nd Choice +30.0/-32.0 Swing Doors: 1st Choice +67.0/-67.0 2nd Choice 67.0/67.0 fail UNDERLAYMENIT SHALL BE APPLIED ATTACHED IN ACCORDANCE WITH R905.1.1 ``1111S1111 1`Q peLO fill. TO�i.��i �\ 6 E N No II7 64 *• ,A, F. gib: �CLC STA E OF W x v = m o GO a� NN GO cc .H W w gg N 00 Z N £ '4'FNw immZ \NQ-g a < ON W ;;� W On £E�� W >2?ga n a ZE VQ w z o 4.6 z �"�ry's 3 :e � awl ALLU Z Q�aor"j�ai6 Approval # as �?� y r W TDSFNG.COM 000 n, W � FL7006.1 R-10 g w Z rY " m Z ern o 10 fi z 0 `o 3 a � _- m CJ� V � — y z o c t/i iD 6 FL21580.1 R-1 18 Q) CLOPAY 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA x 8" "J" BOLTS FL16546.1 W� CLOPAY 8 FL15279.36 NA 7RU-CORP. GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.1 3 DOOR TAPCONS MIN. 4"FROM TOP & BOTTOM OF INTERSECTIONS AA TRU-CORP. FLUSH FL20461.15 OUTSWING AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL gE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 461. TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.0 1st Choice +0/ -146.3 The Tapco Group 7" Staggered INSfALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 11/2" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS IN.A. N.A. AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 2nd Choice SHALL BE BEYOND WALL DRESSING N.A. Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16' TAPCON!FL 17676.1 R9 Single Hun (fin) ANCHOR WITH MIN. 11h" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL +40/-50 MI WINDOWS 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 17676.8 R9 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +50.0/-50.0 MI. WINDOWS Picture WlndoW SUFFIENT LENGTH TO ACHIEVE 1%' INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice MI WINDOWS M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM ED 15804.2 GE DISTANCE Fixed GI assa 1st Choice +50.0/-50.0 S BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. lid" 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 11/2" NAILS 10" D.C. IN DIRECTION OF SOFFIT LENGTH Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ga. Gal vanized46 DIRECT MOUNT. TOP 1/n"-20 MALE PANELMATE W/ PSF INT. PANEL MPG. INC. Steel Storm WINGNUTS AT 121/z" O.C. BOTTOM 1/4"-20 SIDEWALK Panels BOLT W/ POWERS CALKaN 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: FI. # 5612e3 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 `/jU s `v ((�//���' — m W� c m o V) ri m Ctm LU w0E w 008 Lp = ° a m o ur Q'Im t DAMS HOMES v r•r N 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY C GULFBREEZE, FLORIDA 32363 a t DIVISION LOCATION: PORT ST. LUCIE VI Job Information: f-b W a � a r orro � INd, tf m t0 a o 0 a)LE N sal ILL] z 4)CN 00 LLJ ~ O m / dam- h a v U FL18644.3 R-3 Fn m 4) a i V m CL m O J 00 V) W LL N m VI Model Name/ N Umber: FL16503.4 R-3 2320 o m a" Plan Issue Date: FL16293.1 Wednesday, December 18, 2019 VI KA PROJECT NUMBER: Y 19-8304 a o, N Sheet: S-5 Of: k MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER - NECESSARY IN CORNERS THROUGH �RE�ISTIVEBARRIER& WEATHER RESISTIVE FLASHING REQUIREMENTS �^ �� n h ' 't^`,��I,V I`�/ THESE DETAILS AREGENERICANDMEANTTOSHOW SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS I' ' /`` , _! 'j WEATHER �RESISITIVE DOOR ROUGH OPENING TO BE USED. R703jeneral. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior WINDOW UNIT wall eelope shall Include flashing as described In Section R703.4, Awater-reslstive barrier Is described as a BARRIER s WOOD FRAME CONSTR. mated behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior EXTERIOR SELF-ADFIERED FLASHING 3/4"•1" BEAD OF CONSTR. SLOPE eaves tram further Intruding Into the wall assembly. An exterior wall is described r- matedai or of SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIS7 AND UP THRESHOLD OF DOOR 0.3 in : 12.0 in _ SELF ADHERED FLASHING dinga weather -resistive providing se providing exterior side walls for the purpose assedy materials applied on the ecludin side of Insulation finish " AND RETURN (0.6 cm : limitedxterior systems, t onndfinihsystems, t and arch insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior u LJ WALL BY B IN. UP JAMB L USE LIQUID NAIL BRAND OR EOVAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING HE ED PRODUCTS DETAILS arcbcturl trim and embellishments such 8S comicea, soffits, and fascias. barrier. One layer of No. 15 asphalt felt, free from holes mid breaks, complying with ASTIR D226 WEATHERRESISITIVE R7(2 Water -resistive SELF -ADHERED FLASHING /� EXTERIOR for Pe 1 fat or other approved weter•resistive barrier shill be applied over studs or sheathing of all exterior walls. Such 6 SS�-ADHERED / CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND fell 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 (Snm). Where joints occur, felt shall be lapped not less than 6 Inches (162 mm). The fait or other approved material N UNDER DECKING SUSFLOOR all be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the m FLASHING (SEE DETAIL WP07) rairearents of the exterior wall envelope as described in so on R703.1. .� N R08,7.3 Water -resistive batters shall Installed repotted In Section and, where applied ever wood -based 9 HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold WIRE LATH Detail Instructions re performance sathlhrg, shall include a water•resistive vapor -permeable barrier with a porformanCe at toast equivalent to two layers of a W up & temporarily secure weather RIM JOIST ado D paper. The Individual layers shall be Installed independently such that each layer provides a separate g resistive barrier above header to allow for flashing installation Refer to the number marked as in each detail that corresponds to the mtnueus plane and any flashing (installed In accordance with Section R703A) Intended to drain to the water-reslstive s 2. Self -adhered Hashing plus head Flashing under weather resistive barrier ///��� BUILDING numbered items in the list of instructions below: brier Is directed between the layers. o 3. Fold weather resistive barrier back over head flashing and seal with tape 2 I 'i l PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form Water shedding laps ception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to r greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially 0 .N 2 0 3. Self -adhered flashing can be substituted for building paper onwater absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved corrosbn-resistant flashing shall be applied sMnglo-fashion in a manner to prevent entry of Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW V1/P 01 SELF -ADHERED FLASHING WP02 SELF -ADHERED FLASHING WP03 embedded in the adhesive layer) - for ease of installation and to minimize water scoring cuts into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the P. 3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER used building as with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint m 5. Remove all release paper per standard installation instructions and expansion wall and contraction, ASTM c1281, AAMA 812, or other approved standard as appropriate for the type of sealant. a adhere to substrate using a square piece of flashing material (6" x 6" Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the 01 EXTERIOR SHEATHING EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. RUBBERIZED ASPHALT RUBBERIZED ADHESIVE Minimum) surface of the exterior wall flnkh. Approved corrosion resistant flaehings shall be installed et the following locations: 5 � ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE ASPHALT ADHESIVE SELF -ADHERED FLASHING 6. Fold as shown by arrows 7. Angle of Comer May vary, adjust foldingof the flashing accordingly to fit g y y j g g y 1. Exterior window and door openings. Flashing st exterior window and door openings shall extend to the surface of the o rr rf7�� REFER TO TECHNICAL LETTER ON CHEMICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOt) tight to corner exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. flexible shall followMg 712. Flashing at exterior window and door openings h �`Nt�et %% L p j�E h %•�99 COMPATIBILITY SCORED 8. Mechanical) fasten as necessary Y y she 1 be Installed in arc orrdance with one or of the @ E `,�\� J' •\ N � N �••'�s RELEASE PAPER •� L1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed in the � v' No g • 864 SELF -ADHERED SELF -ADHERED FLASHING, �'`e • (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where G # .� FLASHING EXTEND A MINIMUM T 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 o E VERTICALLY FROM BOTTOM OF door openings. Pan flashing shall be sealed or sloped in such a mamer as to direct water to the surface of the s t. -0cc Z THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall o 13 % STAT OF .'�i„ y 9 MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. w i0 •, A` P' C' � 0 SECTION -A (SEE DETAIL WP02) V NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. ` ���� SS " �Zs�r�� C4 % a i3. In accordance wtth other approved methods. $ ' A; 1�� • SELF -ADHERED FLASHING pi /-1 [� 1-4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. w D� c 2 SELF -ADHERED FLASHING Z 2. At the intersection Of chhme or mason construction with (rams or stucco walls, with projecting lips On both y`' ry o NAILING FLANGE 5 sides under stucco copings. V 1 DO NOT FLASH OVER 2 OO SEAL TOPS OF JOISTS O UNDER DECKING 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. o c m BOTTOM NAILING 8 E N m FLANGE (SEE DETAIL WP07) 2 0 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. a to g 1 m N ro � S. At wall and roof Intersections. C N L� E P *' i4 E .c ' Z � A m €spa W M� SELF -ADHERED FLASHING WP04 IWP05 SELF -ADHERED FLASHING JWP06 HALF ROUND WINDOW EXTERIORDOORWITH DIECK INSIDE CORNER 7. At built-in gutters. o� Asa �" t- A° g "ti J a m� him W 1HILu SELF -ADHERED FLASHING DECK PROTECTOR�y SHEATHING a � a Z c8a¢ z hams �gy4y 3 o r do Z ,/� 0�5 m In0 - .,, s 'S 55� g ° � Z A. 7I8" Cement Plaster 7/8" Cement Plaster , e-- 9 LU _ _ in accordance with in accordance with � � � e Me. � -- _ SELF -ADHERED ASTMC926 ASTMC926 ASTMC926 c' h 9 om El El FLASHING PATCH �'`'i .. _ Felt backed metal Felt backed metal r A VNNJ.FDSEN6.CgN SELF -ADHERED FLASHING" lathe in accordance lathe in accordance with ASTMC1063 with ASTMC7063 v ,O Z / DECK PROTECTOR ,... �r Z a m Building Paper Building Paper Z Z a 7/16" O.S.B. 7/16" O.S.B. ' a It DO �' / i sheathing sheathing V I Z o SBLE SINGLE JOIST '• _ Keep top edge Metal Uri C9 .0' �j SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 • of weep screed Flashing .: 2" below top of o H N 4J w r 2 31/2" block y U 0 3" MIN 4 Unperforated Vulcum Flange 7/8" E t n - W6 W m° O 5 Weep Screed cask bottom W g ` /N Yr0 "r joint only 9 0 m w o w Maintain Bottom of Metal Flashing s o o - ` - ro w SELF -ADHERED FLASHING \HO.8362x;DECK JOIST WP07 SELF -ADHERED FLASHING ^x WP0 APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, sRl IN ACCORDANCE WrTH THE MANUFACTURER'S RECOMMENDATIONS, W P09 3-1/2" Un erforated Wee Screed Flange 7/8" Weep Screed OUTSIDE CORNER V BEFORE 1 1/2' t0 2" c u a_s INSTALLATION OF THE BUCK/RECEPTOR, Above Roof 1/2" Cementitious Sheathing Decorative Finish DAMS HOMES o • • o, All inside and ?w,, outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT o' needto ml 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement Plaster cut and caulked all GULFBREEZE, FLORIDA 32563 BUILDING PAPER SLOPE SLOPE buttjoints need to in accordance hi, 5 • ' becaulked using� with ASTMC926 DIVISION LOCATION: SLOPE 0.3 in : 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 30 (0.6 cm : 30.5 cm) Vulcum caulk for all over wood 2nd floor PORT ST. LUCI E Job Information: ( 0.6 cm: 30.5 cm ) N -- o o ' SELF -ADHERED FLASHING m WIRE LATH a � u d SELF -ADHERED FLASHING --- EXTERIOR 0 tf CEMT. FIN. r N LL BUILDING PAPER _ N WIRE LATH c o O *O m 1/2" Cement o SELF -ADHERED FLASHING Plaster Finish a ._.. ._.. _ Block a z w N = rn WIRE LATH 2 1/2" Perforated m m BUILDING PAPER Flange 1/2" Weep Screed 0 N > (4 0 0) " to r BUILDING PAPER Cement a Plaster m 7 ,, m m a (,� over block P Z O J Wrq o EXTERIOR 1atfloor y '^ J m vJ (n ul LL WINDOW UNIT CEMT. FIN. Install bottom Slab v, v Q Model Name / Number: edge of weep screed i" below 2320 finish floor Issue Date: oVIPlan OPTIONAL DETAIL Wednesday, December 18, 2019 2 2 Note: @ KA PROJECT NUMBER: 0 19-8304 The building paper and metal lath Y Sheet: Of: must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W p 10 CEMT. FINISH WINDOW HEAD GL W P 1 1 ED FLASHING [�N P 1 2 SCALE: NOT TO SCALE �v �� CEMT FINISH WINDOW SILERED CEMT�FINISHR PARAPET WALL the Weep Screed. WATER PROOF & 0 DETAILS Y N MASTER BA. OPTIONS 36x50 SOAKING TUB IN LIEU OF STD. TUB SIM. GLASS BILK. WINDOW PER BUILDER SPEC'S 3040 1 PC. FIBERGLAS SHOWER IN LIEU OF LINEN CLOSET OPTIONAL MASTER BATH 5" bath duct to roof cap fan 70 cfms N = W N W N �o :N Z IM :N 3 O z z 0 0 M EGRESS 25 SH BEDROOM ##4 8' CEILING 12x6 1wcd 110 12xl2 7" .F. / 8' 4" CONIC. PATIO 14'-0" x 10'-0" DBL 25 SH 12x6 1wcd 125 7" 4050 4 26 so 28�y1 rjY G.T. r1 BREAK IN CEILING LINE 12x6 lwcd 120 VAULTED gEILING 7" EN NO. LINE CEILINg V V 8., N -18x18 rag 10x10 7' 0° CEILING LINE 10x6 1wcd 60 loll 10' 6 6' , BEDROOM ##3 8' CEILING .1'-iD" FOYER N R CO 10' COILING DBL-2068 9" 14xl 8' 6" 14x8 1.wcd BEDROOM #2 150 8' CEILING 14' 8" EGRESS a DBL 25 SH w/ (2)1068 S.L & 5020 TRAM. ABOVE ih ENTRY o � / a 3068 ,ME WALL GH 8° 14x8 lwcd 15 DININ 2ROOM 0' CEILING 8x4 1 wcd\V/ SI HANSON B 0 ® 36" AFF i_ . DRY 8' CEILING 2868\ 7 1 Fr-91 VENT THRU MAX LGT 35'-0" NOTE: B 20' 8" Haul ieu EGRESS DBL 25 SH MASTER BEDROOM 8' CEILING 5 SH 2668 P 4" dryer duct 2 i 2" x s4° MIN to roof cap w/dryer vent box 2 CAR GARAGE M M W CEILING 00 b N W/5KW @240V 1PH 18xl3 plen platform b z-t bldr s 16 X 7 OVERHEAD DOOR FLOOR PLAN SCALE: 1/4" = 1'-0" ELEVATION "B" N N N 5" bath duct W to roof cap fan 70 cfms N " duct to roof cap fan 70 cfms \ AREA CALCULATIONS 1st FLOOR 2332 S.F. TOTAL LIVING (AC) 2332 S.F. GARAGE 437 S.F. COVERED ENTRY (BASE) 54 S.F. COVERED PAT10/LANAI TOTAL AREA UNDER ROOF 2823 S.F. Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. FILE COPY