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36060 Carriage Pine Ct
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36060 Carriage Pine Ct
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Last modified
3/20/2025 11:28:15 PM
Creation date
2/19/2025 11:58:28 AM
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Building Plans
Street #
36060
Location
Carriage Pine Ct
Contractor
DR Horton Inc
Building Plans - Permit #
17926
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FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER <br />INSTALLED PER FBCR <br />R905.2.1 ON 116' O.S.B. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />EMBED. STRAP VERIFY W/ <br />TRUSS PLAN <br />% THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />Wo 0• <br />iEE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />' GYPSUM BOARD OR %' HIGI <br />ITRENGTH CLG. BOARD <br />:ONC. FILLED LINTEL BLK W/ <br />1) 05 REBAR CONTINUOUS <br />'RECAST LINTEL <br />,EE ENERGY CODE FORMS <br />OR INSULATION R-VALUES <br />JINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1)'5 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />0 16' O.C. <br />8' CMU <br />112' GYP. WL. BD. <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />SCALE: 3/4' = I'-0' <br />1/16' O.S.B. OR }' CDX <br />TYVEK BUILDING WRAP <br />FORTIF15ER BLDG PAF <br />GALV'D MTL. LATH <br />1/0' TEXTURED <br />FINISH m WOOD <br />YS' TO %' MID WALL <br />WEEP SCREED <br />ZQ <br />E J <br />-8' CMU <br />-5/8' TEXTURED <br />FINISH ai MASONRY <br />WEEP SCREED <br />DETAIL C) WOOD TO <br />2u1JUUis UU1N1N <br />SCALE: 1 1/2'=1'-O' <br />a' CMU <br />Y1' DRYWALL <br />FIBERGLASS SHINGLES OVER <br />*30 FELT PAPER INSTALLED <br />PER FBCR RS052.1 ON I6' <br />O.S.B. SHEATHING OR 2' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBACK AT ALL UPRIGHTS <br />OVER 4'-10' HIGH (SEE <br />SEALED ENG. FOR SIZE 4 <br />CONDITION.) <br />I, O.S.B. SHEATHING OR I' <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET D5 <br />1/8' THICK, 3 COAT <br />PORTLAND CEMENT PLASTER <br />OVER EXPANDED GALV'D <br />METAL LATH ON FORTIFIBER <br />JUM50TEX GRADE 'D' PAPER <br />OVER TYVEK BUILDING WRAP <br />(REFER TO STUCCO SPECS <br />FOR COMPLETE INFORMATION) <br />WEEP SCREED <br />(SEE DETAIL 2) <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRAC <br />IS PRESENT <br />f PRE-ENG GABLE TRUSS <br />2x4 NAILER <br />CONT. 2x4 RAT RUN SECURE <br />m° W/ (2) 12d's m EACH TRUSS <br />TYP, TO BE INSTALLED 9 MID. <br />POINT OF TRUSS SPAN, OR <br />10'-0' O.C. MAX. <br />SECURE GABLE TO 2x6 P.T. J <br />PLATE W/ 12d's 8' O.C. MAX <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ J'x9' ANCHOR BOLT W/ <br />2' WASHER SET IN SIMPSON <br />.. <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. 632' OC MAX <br />% THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED IW <br />DIRECTLY TO MASONRY ?a <br />F � <br />- <br />m� <br />I'X4' OR I'X2' P.T. NAILER <br />P.T. OR E'X4' SECURE <br />❑ <br />Tk <br />TN31 FRAME 1 EXTEND 1.' <br />INTO BLOCK W/ V TAPCONS <br />OR DRIVE PIN <br />(MIN SHANK BIZE 145 <br />MN HEAD 512E 3000 <br />MIN EMBEDMENT I-W <br />WITH 8' OF EACH END 1 B' <br />O.G. MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />('",,-WINDOW TO BLOCK +3/4 OR +5/4 <br />SCALE: 1'-1'-0' <br />2X4: <br />SECURE TO BLOCK W/ V <br />TAPCONS OR DRIVE PIN <br />(MIN SHANK 912E J45 <br />MN. HEAD SIZE 300 <br />MIN EMBEDMENT I&') <br />WITHIN 8' CF EACH END 1 <br />B' OC. MAX SPACING. <br />2X6: CEM <br />SECURE TO BLOCK W/A-V <br />TAPCONS OR DRIVE PIN <br />IN.SHA <br />(MIN SHANK 812E 145 <br />❑ <br />MIN. HEAD SIZE 300 <br />MN. EMBEDMENT I Y.') <br />WTHN S' CF EACH END 4 <br />B' OC. MAX SPACIWs. <br />GFAI <br />8' <br />2XS. ® <br />DRYWALL <br />SECURE TO BLOCK W/A-% <br />TAPCONS OR DRIVE PN <br />I'X4' OR 00' P.T. NAILER <br />(MN. SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I Y.) <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END 1 <br />IS' O.C. MAX $PACNG. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED Y.') <br />DOOR JAMB TO BLOCK +1-1/2" <br />OBWINDOW TO BLOCK +1-1/2" <br />SCALE: <br />1—STORY GABLE <br />� A BLOCK WALL <br />11i SCALE: 3/4'=1'-O' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK I <br />(1) "5 REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) "5 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />9 16' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />2x4 BLOCKING BETWEEN <br />OVER'30 FELT PAPER <br />TRUSSES WHERE 'X' BRACING <br />INSTALLED PER FBCR <br />IS PRESENT <br />R9052.1 ON �,,' O.S.B. <br />SHEATHING OR I' CDX <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />P.T. Ix2 W/ MTL. DRIP EDGE:] <br />12d's e EACH TRUSS <br />2x4 OR 2x6 SUB -BAND <br />TO BE INSTALLED a MID. POINT OF <br />PER ELEVATIONS TYPm.. <br />TRUSS SPAN, OR 10'-0' O.C. MAX. <br />VENTED ALUM. SOFFIT O <br />SEE ENERGY CODE FORMS <br />STIFFBACK AT ALL <br />FOR INSULATION R-VALUES <br />UPRIGHTS OVER 4'-10'' <br />GYPSUM BOARD OR <br />HIGH (SEE SEALED ENG. <br />HIGH STRENGTH CLG. <br />FOR SIZE 4 CONDITION.) <br />BOARD <br />a O.S.B. SHEATHING OR g' <br />2x4 NAILER <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />2x4 6 24' O.C. 6 INTERIOR <br />ON SHEET 05 <br />KNEE WALL <br />1/8' THICK, 3 COAT <br />CONC. FILLED LINTEL BLK W/ <br />PORTLAND CEMENT PLASTER <br />(1) •5 REBAR CONTINUOUS <br />OVER EXPANDED GALv'D I� <br />METAL LATH ON FORTIF15ER <br />PRECAST LINTEL <br />JUMBOTEX GRADE 'D' 11 <br />WINDOW ATTACHMENT AS <br />PAPER OVER TYVEK <br />PER MANUFACTURES <br />BUILDING WRAP (REFER TO <br />SPECIFICATIONS <br />STUCCO SPECS FOR <br />COMPLETE INFORMATION) <br />PRECAST SILL <br />WEEP SCREED <br />05 REBAR VERTICALLY <br />(SEE DETAIL 2) <br />W/W1 GONG. POURED CELL <br />SECURE GABLE TO 2x6 P.7. <br />Ix2 P.T. FURRING STRIPS <br />PLATE W/ 12d's 8' O.C. MAX <br />6 16' O.C. <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ �'xY ANCHOR BOLT T8' <br />CMU <br />W/ 2' WASHER SET IN SIMPSON <br />1/2' GYP. WL. BD. <br />HIGH STRENGTH EPDXY 1' <br />WOOD BASE <br />EMBED. MIN. 0 32' OC MAX. . <br />5/a THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY w <br />7: U <br />mn <br />1—STORY GABLE <br />W/ VAULT CLG. <br />Uj__Bp_� BLOCK WALL _ <br />SCALE: 3/4' = I' -O' <br />NOTE: <br />PER FBCR'3052.7 - FOR ROOF SLOPES 2:12 TO <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11, ASTM D 4869 TYPE IV, OR ASTM D 6757 <br />2X4: CM <br />2X4, CEO <br />2X4: CECI <br />SECURE TO BLOCK W/ N.' <br />SECURE TO BLOCK W/ V. <br />SECURE TO BLOCK WHI' <br />TAPCONS OR DRIVE PIN <br />TAPCONS OR DRIVE PIN <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE 345 <br />(MIN. SHANK SIZE J45 <br />MIN. SHANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />MIN HEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y.'1 <br />MIN EMBEDMENT I V) <br />MIN EMBEDMENT I Y,') <br />WITHIN 8' OF EACH END 1 <br />WITHIN 8' OF EACH END 1 <br />WITHIN S' OF EACH END / <br />C <br />IS' OC. MAX SPANG. <br />B' OC. MAX SPACING. <br />IS'' OC- MAX 9PACIN <br />2X6: ® <br />SECURE TO BLOCK W/2-11(' <br />TAPCGNS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />ON <br />BE ON OUTSIDE /SECURED <br />2X6, ® <br />SECURE TO BLOCK W/1-'(' <br />TAPCONS OR DRIVE PIN <br />❑ <br />NOTE: STRUCTURAL 2X MUST <br />2X6: ® <br />SECURE TO BLOCK IUA-1/4' <br />TAFCONS OR DRIVE PIN <br />❑ <br />(MIN SHANK SIZE 145 <br />NON-STRUCTURAL <br />MIN SHANK SIZE 14S <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHANG SIZE J45 <br />MIN. HEAD SIZE 300 <br />%' TAPCON MIN 1-12' <br />MIN HEAD SIZE 300 <br />THROUGH NON-9TIf11CTURAL <br />MIN HEAD SIZE 'N <br />MIN. EMBEDMENT I XV) <br />EMBEDMENT INTO BLOCK <br />MIN EMBEDMENT I Ys') <br />%' TAPCON MIN. 1-V <br />MIN EMBEDMENT I Y') <br />WITHIN 8' OF EACH END 1 <br />cm <br />WITHIN S' OP EACH END 1 <br />EMBEDMENT INTO BLOCK. <br />WITHIN 9' OF EACH END 1 <br />Is, OL. MAX OPACMG. <br />JS' DRYWALL <br />IS- OC. MAX SPACIWC <br />8, cm <br />IS' OC. MAX SPACING. <br />2XS, C23M <br />I-X4- OR PX2- P.T. NAILER <br />2X8: CM0 <br />Y' DRYWALL <br />2XS: CEM <br />SECURE TO BLOCK W/U-j(' <br />TAPGONS OR DRIVE PIN <br />3W OBE. X 4' MN. <br />e�Eq)� TO BLOCK W/2- <br />TAPOONS OR DRIVE PIN <br />I'X4' OR 1'X2' P.T. NAILER <br />SECURE TO BLOCK W/1-1/4' <br />TAPGCNS OR DRIVE PIN <br />(MIN. SHANK 612E J45 <br />DOOR CASING <br />(MIN. SHANK SIZE J45 <br />DOOR CASING <br />MIN. SHANK SIZE 145 <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WRIDOU <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN HEAD SIZE 300 <br />N8' OAF <br />ATTACH 2E PER <br />EMBEDMENT, <br />VEND <br />ATTACH TO 2X PER <br />EMBEDMENT <br />WITHIN EEACH E,ND 1 <br />B' OL. MAX SPACING. <br />TU <br />MANUFACTURES DETAILS. <br />WITN. HIN N OF EACH 1 <br />B' OC. MAX SPACNG. <br />MANUFACTURES DETAILS. <br />WITHIN OF EACH END 1 <br />IS, OL. MAX SPACING. <br />NOTE: BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB <br />TO BLOCK +1-15/16" <br />C WINDOW TO BLOCK +1-15 16" <br />SCALE: <br />2X4: CM <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRIVE PIN <br />(MIN SHANK SIZE J45 <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I J1') <br />WITHIN 8' OF EACH END / <br />18' D.C. MAX SPACING. <br />2X6: Cm <br />9ECURE TO BLOCK W/1-36' <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SWANK SIZE .145 <br />THROUGH NON-STRUCTURAL <br />MIN. HEAD SIZE 300 <br />%' TAPCON MIN. I-Y.' <br />MN. EMBEDMENT I V) <br />EMBEDMENT INTO BLOCK <br />WTHIN 8. OF EACH END 1 <br />8• Cl'Al <br />IS' <br />B' O.C. MAX SPACING <br />Y' DRYWALL <br />® <br />SECURE TO BLOCK W/1•iL' <br />I'X4' OR I'X2' P.T. NAILER <br />TAPC045 OR DRYS PIN <br />I' P.i. X 4' MIN. <br />(MIN SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT 1)") <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END 1 <br />B' OL. MAX SPAC WC <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +2 1/4" <br />D WINDOW TO BLOCK +2 1/ <br />4' <br />SCALE: <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +T <br />1 WINDOW TO BLOCK +T <br />SCALE: 1'-1'-0' <br />2X4: CM <br />SEOJRE TO BLOCK W/ V <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MN HEAD SIZE 300 <br />MN. EMBEDMENT I Y') <br />WITHIN S' OF EACH END 1 <br />NOTE: STRUCTURAL 2X MUST <br />B' OC. MAX SPACIW- <br />BE ON OUTSIDE 1 SECURED <br />THROUGH NON-STRUCTURAL <br />2Xb; CEO <br />%' TAPCON MN. W.' <br />SECURE TO BLOCK W/D_)6 <br />EMIBEOMENT NTO BLOCK <br />TAPCONS OR DRVE PIN <br />SHANK SIZE .145 <br />❑ <br />S cm(MIN. <br />MIN. HEAD SIZE 300 <br />YI' DRYWALL <br />MIN. EMBEDMENT I Y') <br />WITHIN 8' OF EACH END 1 <br />I-X4. OR I-X2- P.T. NAILER <br />B' OL. MAX SPACNG. <br />2ND 2X SECURE TO <br />2X8: ® <br />STRUCTURAL MEMBER W/(2A26 <br />SECURE TO BLOCK WQ-V <br />WITHIN 8' OF EACH END 4 6' <br />O TAPCONS R DRIVE PIN <br />TO S' D.C. MAX <br />(MIN SHMK SIZE 145 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN EMBEDMENT I Y.') <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END 1 <br />B' OC. MAX 6PACW- <br />UF <br />MANACTURES DETAILS. <br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y'1 <br />DOOR JAMB TO BLOCK +T <br />%1 WINDOW TO BLOCK +T <br />1� SCALE: <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 1 SECURED <br />THROUGH NON-STRUCTURAL <br />96' TAPCCN MN. I-).' <br />EMBEDMENT INTO BLOCK <br />B' CMIJ <br />V DRYWALL <br />I'X4' OR I'XV P.T. NAILER <br />36, DAIS. x 4' MIN <br />DOOR CASING <br />DOOR JAMB OR WNDCW <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +3-7/16" <br />WINDOW TO BLOCK <br />+3-7 16" <br />G SCALE: I'.I'•0' <br />2X4: CEO <br />SECURE To BLOCK Wb' <br />TAPCCNS OR DRIVE PIN <br />(MIN SHANK SIZE 145 <br />MIN HEAD 51ZE 300 <br />MIN EMBEDMENT I Y4') <br />WITHIN 8' OF EACH END / <br />18' OC. MAX SPACING. <br />2X6: CEM <br />SECURE TO BLOCK WA-1/4' <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2x MUST <br />(MIN. SHANK SIZE J45 <br />BE ON OUTSIDE 1 SECURED <br />MIN HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN EMBEDMENT I Y.') <br />V TAPCOI MIN - <br />WITHIN 8- OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />10' OC. MAX SPACING. <br />a cm <br />2X8: = <br />Yi' DRYWALL <br />SECURE TO BLOCK WA-1/4' <br />TAPCO46 OR DRIVE PIN <br />I'X4' OR I'x2' P.T. NAILER <br />(MIN. SWANK SIZE J45 <br />I' P.T. X 4' MN. <br />MN HEAD SIZE 3" <br />DOOR CASING <br />MIN EMBEDMENT I Y') <br />WITHIN 8' OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />IB' OC. MAX SPACING, <br />ATTACH TO 2X PER <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') <br />DOOR JAMB TO BLOCK +3 3/4' <br />II WINDOW TO BLOCK +3 3 4" <br />SCALE: <br />A R C H I T E C T S <br />Grou .. . <br />Design <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.a bde9igngroup.com <br />AA A: 0003326 <br />F <br />y <br />w <br />U <br />2 <br />0 <br />a <br />w <br />0 <br />0 <br />9VSDIV. de LOT: <br />SILVERADO <br />LOT 9 <br />BLK 1 <br />PROJffiCT# <br />04128.000-09001 <br />woa <br />4EAB <br />"1672—ARIA" <br />GAisw030 8TnNG: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCWECT: <br />S/rTATE Or- FLORIDA <br />RO/D A Al30UCHACRA <br />AR NO 93723 <br />DF'luamT -I <br />w10/21/16 <br />8CAUM 1/4"=1'-0" <br />B*fm= <br />
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