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Last modified
3/24/2025 7:14:56 PM
Creation date
2/27/2025 11:23:37 AM
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Building Plans
Street #
36880
Location
Precita Ter
Contractor
KHFO LLC
Building Plans - Permit #
3888
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SEE <br />ROOF PLAN <br />INSULATION AS <br />PER SPECS. <br />8_3 <br />\ <br />PRE-ENGINEERED <br />�l <br />GABLE END ROOF <br />TRUSS - REFER TO <br />STRUCTURALS <br />1/2" (MIN.) CLG. BD. <br />_vL <br />TYP. HIPPED <br />PE <br />SCALE: 1/2" V-0" <br />SOFFIT AT RAKE (BEYOND) <br />REFER TO PLANS <br />FINISH PER PLAN <br />7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER BACKED <br />LATH OVER BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />BENT METAL FLASHING <br />REFER TO "L" FLASHING DETAIL <br />�_2X LEDGER BOARD <br />gk TOP OF PLATE <br />\AF(REFER TO ELEV.) <br />2X ALUM WRAPPED FASCIA <br />BD. WALUM DRIP EDGE <br />-SOFFIT INSTALLED PER <br />MANUF. SPECS <br />2X PT BLOCKING <br />STRUCTURALS <br />HURRICANE STRAP - REFER TO <br />NT ROOF DETAIL <br />12 <br />SEE ROOF <br />PLAN <br />INSULATION PER <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. <br />1/2" (MIN.) CLG. BD. <br />WINDOW PER PLAN <br />PROVIDE BATT INSUL. - <br />PER ENERGY CALCS. <br />PRE-ENGINEERED <br />FLOOR TRUSSES <br />w/ 3/4" SUBFLOOR <br />SCREWED AND GLUED - <br />REFER TO STRUCTURAL <br />DRAWINGS FOR SIZE AND <br />ORIENTATION <br />1/2" (MIN.) CLG. BD. <br />DRAFTSTOPPING AS <br />PER R302.12 WHEN <br />CONCEALED SPACE <br />EXCEEDS 1,OOOSF <br />1 x6 PT DRAPE BLKG <br />ABOVE WINDOWS <br />WINDOW PER PLAN <br />SOLID SURFACE <br />CAULKED @ WINDOW <br />1/2" GYP. BID. OVER RADIANT <br />BARRIER INSULATION (R-4.1) <br />ATTACHED TO 1 x2 PT. <br />FURRING Ca) 24" O.C. <br />BASE BOARD <br />2-STORY - FRAMED WALL <br />SEE <br />INSULATION AS <br />PER SPECS. <br />1/2" (MIN.) CLG. BD. 631 <br />�8 <br />PRE-ENGINEERED -2 <br />GABLE END ROOF <br />;zl <br />1� <br />21 <br />IL <br />TRUSS - REFER TO <br />STRUCTURALS <br />TYP. PENT ROOF <br />SCALE: 1/2" V-0" <br />ROOF SHINGLES OVER <br />TWO LAYERS OF ASTM D226 TYPE 11 OR <br />SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE 11 INSTALLED PER <br />P1905.1.1.1 (SEE SHEET CS2) <br />OR <br />CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT <br />60 MIL. OR EQUAL <br />PRE-ENGINEERED ROOF <br />TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. <br />HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />STRUCTURAL. <br />OIL TOP OF WALL <br />\-F(REFER T5-ELEV.) <br />2X ALUM WRAPPED FASCIA <br />t BID. w/ALUM DRIP EDGE <br />EL . <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <br />2X PT BLOCKING <br />HEADER PER STRUCTURALS <br />EXTERIOR FRAMED WALL <br />—THICKNESS PER PLAN <br />7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER BACKED <br />LATH OVER BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />WALL SHEATHING PER <br />STRUCTURAL PLANS <br />OL TOP OF FLOOR <br />(REFER TO ELEV.) <br />MID -WALL WEEP <br />SCREED/EXPANSION JOINT <br />OIL TOP OF CMU <br />(REFER TO ELEV.) <br />OL TOP OF WINDOW <br />(REFER TO ELEV.) <br />-SEE STRUCTURAL <br />'DRAWINGS <br />PRECAST WIN. SILL <br />8" CMU BLOCK <br />w/ CEMENTITIOUS <br />FINISH <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />"lk 01 <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 2—STORY WALL SECTION <br />SCALE: 1/2" = l'-O" <br />- SOFFIT AT RAKE (BEYOND) <br />REFER TO PLANS <br />- FINISH PER PLAN <br />- 7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER BACKED <br />LATH OVER BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />BENT METAL FLASHING <br />REFER TO "L" FLASHING DETAIL <br />-2X LEDGER BOARD <br />OL TOP OF C.M.U. <br />�--F(REFER TO ELEV.) <br />2X ALUM WRAPPED FASCIA <br />BD. w/ALUM DRIP EDGE <br />-SOFFIT INSTALLED PER <br />MANUF. SPECS <br />2X PT BLOCKING <br />STRUCTURALS <br />-HURRICANE STRAP - REFER TO <br />DETAIL <br />SEE <br />SOFFIT AT RAKE (BEYOND) <br />ROOF PLAN_- __�_ <br />I <br />REFER TO PLANS <br />N <br />FINISH PER PLAN <br />7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER BACKED <br />LATH OVER BARRICADE PLUS WRB <br />-------- <br />(OR APPROVED EQUAL) <br />-BENT METAL FLASHING <br />REFER TO "L" FLASHING DETAIL <br />—2X <br />LEDGER BOARD <br />A-, TOP OF C. M. U. <br />J <br />\-F(A-EFER TO ELEV.) <br />INSULATION AS <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. <br />BD. WALUM DRIP EDGE <br />PRE-ENGINEERED <br />SOFFIT INSTALLED PER <br />GABLE END ROOF <br />MANUF. SPECS <br />TRUSS - REFER TO <br />2X PT BLOCKING <br />HURRICANE STRAP - REFER TO <br />STRUC TURALS <br />STRUCTURALS <br />1/2" (MIN.) CLG. BID. <br />MASONRY LINTEL - REFER TO <br />-IRSTRUCTURALS <br />TYP. HIPPED PENT <br />ROOF DETAIL <br />2-STORY - FRAMED WALL SCALE: 1/2" V-0" <br />ROOF SHINGLES OVER <br />TWO LAYERS OF ASTM D226 TYPE 11 OR <br />SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE 11 INSTALLED PER <br />R905.1.1.1 (SEE SHEET CS2) <br />OR <br />CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT <br />12 60 MIL. OR EQUAL <br />SEEROOF <br />PLAN PRE-ENGINEERED ROOF <br />TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. <br />HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />�onon STRUCTURAL. <br />OL TOP OF C. M. U. <br />I-F(REFER TO ELEV.) <br />INSULATION PER 2x6 ALUM WRAPPED FASCIA <br />COMMUNITY SPEC. <br />BD. WALUM DRIP EDGE <br />SEE ENERGY CALCS. <br />E <br />1/2" (MIN.) CLG. BD. <br />V'�-SOFFIT INSTALLED PER <br />I x PT DRAPE BLKG MANUF. SPECS <br />ABOVE WINDOWS 1/2" 2X PT BLOCKING <br />G.W.B. <br />/ III SEE STRUCTURAL <br />WINDOW PER PLAN PLAN <br />SOLID SURFACE <br />CAULKED @ WINDOW <br />1/2" GYP. BD. OVER RADIANT <br />PRECAST WIN. SILL <br />BARRIER INSULATION (R-4.1) <br />ATTACHED TO. lx2 PT. <br />OW <br />R RAD IANT <br />10 <br />N (R-4 _1)\ <br />2 PT <br />FURRING @ 24" O.C. SLOPE GRADE AWAY <br />FROM HOUSE <br />BASE BOARD <br />OL 0. <br />-01, <br />FIN. FL. <br />TYP. 1 —STORY <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />WALL C@ WINDOW <br />SCALE: 1/2" V-0" <br />ATTIC OR <br />SECOND FLOOR <br />LIVING SPACE <br />REFER TO PLANS <br />GYPSUM <br />ZGYPSUM <br />PROVIDE 2X4 <br />BOARD <br />FRAMED <br />BOARD <br />ENCLOSURE FOR <br />2 GYPSUM <br />ELECTRICAL <br />tr <br />BOARD <br />PANEL, FINISH W/ <br />w <br />FGARAGE1 0- <br />'.'GYPSUM <br />2 <br />BOARD <br />X <br />NICHE FOP <br />ELECTRIC METER <br />ELECTRIC/ <br />LOCATION - SEE <br />PANEL & <br />PLANS. VERIFY <br />WIRING <br />INSTALLATION IN <br />c� <br />FIELD <br />Z-) <br />ELECTRICAL <br />PANEL ELECTRICI <br />STUCCO <br />PANEL <br />FINISH <br />1, c1l <br />EXTERIOR <br />co EXTERIOR - <br />CMU BLOG <br />CMU BLOC <br />WALL <br />Lq <br />WALL <br />CONCRETE cli <br />CONCRETE <br />CURB REFER <br />CURB REFE <br />TO PLANS <br />TO PLANS <br />ONCRETE- <br />SLAB ON <br />GRADE <br />R_ <br />G RADE AT <br />GARAGE <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />1 -STORY - MASONRY WALL <br />SEE <br />SOFFIT AT RAKE (BEYOND) <br />REFER TO PLANS <br />__- <br />FINISH PER PLAN <br />- <br />7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER BACKED <br />LATH OVER BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />R-_ <br />BENT METAL FLASHING <br />lono <br />REFER TO "L" FLASHING DETAIL <br />0 <br />_2X LEDGER BOARD <br />OL TOP OF C. M. U. <br />\-F(REFER TO ELEV.) <br />INSULATION AS <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. <br />BD. w/ALUM DRIP EDGE <br />1/2" (MIN.) CLG. BD. <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <br />PRE-ENGINEERED <br />2X PT BLOCKING <br />GABLE END ROOF <br />HURRICANE STRAP - REFER TO <br />TRUSS - REFER TO <br />STRUCTURALS <br />STRUCTURALS <br />MASONRY LINTEL - REFER TO <br />STRUCTURALS <br />TYP. PENT <br />ROOF <br />DETAIL <br />SCALE: 1/2" V-0" 1 -STORY - MASONRY WALL <br />ROOF SHINGLES OVER <br />TWO LAYERS OF ASTM D226 TYPE 11 OR <br />SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE 11 INSTALLED PER <br />R905.1.1.1 (SEE SHEET CS2) <br />OR <br />CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT <br />12 <br />60 MIL. OR EQUAL <br />_'7:77 5ft ROOF <br />PLAN <br />PRE-ENGINEERED ROOF <br />TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. <br />HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />STRUCTURAL. <br />OIL TOP OF C. M. U. <br />2x6 ALUM WRAPPED FASCIA <br />it <br />%EE\ 1. BD. w/ALUM DRIP EDGE <br />1/21' (MIN.) -1 - ----- N <br />CLG.BD. \-SOFFIT INSTALLED PER <br />�8" TYPE'X'GYP. BD. MANUF. SPECS <br />TO BE PROVIDED 2X PT BLOCKING <br />WHEN LIVING SPACE <br />IS AB SEE STRUCTURAL <br />PLAN <br />EXPANSION JOINT <br />r <br />DRIVEWAY PER COMMUNITY <br />GARAGE SLAB <br />4" SPECS <br />SEE STRUCT6� LL <br />J�SLOPEE 40, <br />PLANS LOPE L. I , -01, <br />FIN. FL. <br />----FOUNDATION <br />Nt <br />PER STRUCTURAL DRAWINGS <br />cl) <br />WALL SECTION GARAGE DOOR <br />SCALE: 1/2" = V-0" <br />SCALE: 1/2" = l'-O" <br />ATTIC OR SECOND! <br />FLOOR LIVING SPACE <br />REFER TO PLANS <br />T.O. M <br />=_ <br />-r- <br />i <br />L ----- <br />- - - - - - - <br />z <br />rr <br />w <br />a_ <br />c� <br />in <br />N <br />- <br />L <br />L <br />--\-JL <br />_]E: <br />L <br />i <br />- <br />R <br />-_. <br />I <br />INSULATION AS <br />PER SPECS. _I <br />1/2" (MIN.) CLG. BD. <br />PRE-ENGINEERED <br />GABLE END ROOF <br />TRUSS - REFER TO <br />STRUCTURALS <br />TYP. GABLE END <br />7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER <br />BACKED LATH OVER <br />BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />/--HURRICANE STRAP EACH <br />END OF TRUSS - REFER TO <br />STRUCTURAL. <br />MID -WALL WEEP SCREED/ <br />EXPANSION JOINT <br />ojL TOP OF C.M. U. <br />"�2X ALUM WRAPPED FASCIA <br />BD. w/ALUM DRIP EDGE <br />\--SOFFIT AS PER SPECS. <br />\--MASONRY LINTEL, SEE <br />STRUCTURALS <br />DETAIL <br />SCALE: 1/2" l'-O" 1 -STORY - MASONRY WALL <br />ROOF SHINGLES OVER <br />TWO LAYERS OF ASTM D226 TYPE 11 OR <br />SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE 11 INSTALLED PER <br />R905.1.1.1 (SEE SHEET CS2) <br />OR <br />CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT <br />12 60 MIL. OR EQUAL <br />SEEROOF <br />PLAN PRE-ENGINEERED ROOF <br />- TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. <br />,��HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />STRUCTURAL. <br />TOP OF C.M.U. <br />30 <br />2x6 ALUM WRAPPED FASCIA <br />1/2" EXTERIOR SOFFIT "\EE\ BD. WALUM DRIP EDGE <br />It <br />BID. W/ KNOCKDOWN <br />E <br />PLASTER FINISH <br />SEE STRUCTURAL �SOFFIT INSTALLED PER <br />PLANS MANUF. SPECS <br />2X PT BLOCKING <br />SLOPE <br />8" CMU BLOCK <br />W/ CEMENTITIOUS FINISH <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />t\ 01-01, <br />"f FIN. FL. <br />`—FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. CMU COLUMN @) LANAI/PORCH <br />SCALE: 1/2" l'-O" <br />1/2" MORTAR BED <br />"SCRATCH COAT" <br />(TYPE N OR S) <br />ADHERED STONE VENEER <br />"MANUFACTURED" <br />MORTAR JOINT <br />STONE VENEER DETAIL <br />SCALE: 1 l'-O" <br />DRYWALL <br />2X FRAMIN <br />W/ INSULAT <br />SYNTHETIC LAP SIDING <br />BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />MIN. 1 1/4" OVERLAP <br />EXTERIOR SHEATHING <br />ATTACH PER MANUFACT. <br />INSTRUCTIONS <br />LAP SIDING DETAIL <br />SCALE: 1-1/2" V-0" <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. 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