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HomeMy WebLinkAboutRevisions; Revised Plans to Match Energy Calc.w OFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE PERMIT # l - i~)1✓+ �Y RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME:2fC/ri Y QUALIFIERS NAME: G ADDRESS: 31013 ' '- CITY:'h'fft4lll STA PHONE (DAYTIME): '71-'2- o''Z-0 ® OWNER/BUILDER INFORMATION: NAM. ADDRESS: CITY: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMA NAME: ADDRESS: CITY: PHONE (DAYTIME): ST. LUCIE CO CERT. # cp �G ZIP: .5¢Y/ `— FAX: STATE: ZIP: FAX: SLCCC1 I I "J'N "i a ��� � t: Revised 06130117} 0 36" X 63" 26" X 26" 40'0" 72" X SD" 48" X 63" TANKLESS GAS WJ+ [ElE REF. 20'0" L 2'8" 614" 2'8" 8'4" 40'0" 1/4" = 1'-0" FIRST FLOOR LIVING SECOND FLOOR LIVING 1467 933 TOTAL LIVING AREA 2 4 0 0 LOWER PORCHES TOTAL UNDER ROOF AREA 120 2 5 2 0 SQ. FT. 200 AMP. METER MAW COMBO SHEETINDEX SP SURVEY / SITE PLAN 1 1ST FLOOR PLAN 2 2ND FLOOR PLAN 3 FRONT & REAR ELEVATIONS 4 RIGHT & LEFT ELEVATIONS 5 SECTIONS AND DETAILS 6 SECTIONS AND DETAILS 7 FOUNDATION PLAN 8 LOWER FRAMING & BEAM PLAN 9 UPPER ROOF FRAMING PLAN 10 1ST FLOOR ELECTRICAL PLAN 11 2ND FLOOR ELECTRICAL PLAN 12 1ST FLOOR H.VA.C. PLAN 13 2ND FLOOR H,VA.C. PLAN SCOPE OF WORK PROPOSED CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE & ALL ASSOCIATED SITE WORK, UTILITIES, WALKWAYS & DRIVEWAY PROJEC.L. INFO: -JURISDICTION: ST, LUCIE COUNTY, FLORIDA -FLORIDA BUILDING CODE: 6TH EDITION FBC 2017 " PROJECT ARCHITECT: JOSEPH P. McCARTY -FLOOD ZONE: X - RISK / OCCUPANCY CATEGORY: I I (RESIDENTIAL) DESIGN CRITERIA FLORIDA BUILDING CODE: 2017 EDITION NATIONAL ELECTRICAL CODE: 2014 EDITION BUILDING DESIGNED AS: ENCLOSED ULTIMATE DESIGN WIND SPEED: 160 M.P.H. NOMINAL DESIGN WIND SPEED: 124 MP.H. RISK CATEGORY: i I (RESIDENTIAL) WIND IMPORTANCE - USE FACTOR: 1.0 INTERIOR PRESSURE COEFFICIENT: +.18, -.18 EXPOSURE: "B" GARAGE DOOR PRESSURE: N/A DOOR DESIGN PRESSURE: +31.0 PSF / -35.1 PSF WINDOW DESIGN PRESSURE: +31.0 PSF / -35.1 PSF IMPACT PROTECTION: IMPACT RESISTANT GLASS MEAN ROOF HEIGHT: 22)-0" OVERHANG: 12" & 24" ROOF PITCH: 3/12 , 5/12 & 11/12 TOTAL ROOF LOAD : 55 P.S.F. MINIMUM SOIL BEARING PRESSURE: 2500 P.SF. GENERAL NOTES: THIS OCCUPANCY SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES, WHETHER IMPLIED OR NOT IN THIS SET OF BUILDING PLANS. REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING. DUROCK SHALL BE USED IN ALL DAMP LOCATIONS. PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS, TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS. LUMBER IN CONTACT WITH CONC, OR C.M.U. TO BE PRESSURE TREATED. THE DESIGN AND CONSTRUCTION OF ALL ELEMENTS CONCERNING THE ELECTRICAL INSTALLATION, SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE PROVISIONS OF THE 2014 NATIONAL ELECTRICAL CODE AND THE LOCAL AMENDMENTS TO THE NATIONAL ELECTRICAL CODE. I?lZ-df � DESIGN AND CONSTRUCTION OF ALL ELEMENTS WITH THE PLUMBING q z !2 ©�3`fj ��� INSTALLATION, SHALL BE IN STRICT ACCORDANCE WITH THE REVIEW FOR APPLICABLE PROVISIONS OF THE STANDARD PLUMBING CODE, AS WELL AS THE LOCAL AMENDMENT TO THE STANDARD PLUMBING CODE. ODE COMPLIANCE ST. LUCIE COUNTY DESIGN AND CONSTRUCTION OF ALL ELEMENTS WITH THE MECHANICAL � BOCC INSTALLATION, SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE STANDARD MECHANICAL CODE AND NF.PA. 90A AND THE LOCAL AMENDMENT TO THE STANDARD MECHANICAL CODE. uFviS10N FILE COPY DRAWN BY R.C. DATE 16 AUG 19 REVISIONS 4 JAN 2021 26" X 26" 36" X 63" EGRESS I � I i o I 6'06H2" 6°10" 3'3" 2`1" 1'3�Z" 6�Z" 814" I M BEDROOM #3 MAST. BAT SHR. HEA 8' CLG. HT. I 8' CLG. HT. I r 1 90 " I I LNdEN AKU. #1 1 N o CL. OR 1ST N 218"X618" 2'6'X6'8' 2'8" X 6'8" to 122" X w x A x "' 1 I ATTIC 1 I I s I (ACCESS I SINK Li > 2'8"X6°8" BATH #3 "� x ON. o co W.C. -- - - - -- — — — — — — N I x I { I 1 I o TUB / S WER 0 I 1 { � I I 1 { ! ! 1 I 1 MAS ER SUITE STEPF ED CLG (8' TO 9') W.I.C. 8' CLG. T. ! or 1 13'9" - 3'6" - 67' 6�" a 8'4" e I I I w 1 { 2`6" X 8" 1 x 1 I IM - - - - - - - - - - - - - - i 1 EGRESS � 1 36" X 63" 36" X 63" _ { I N I SITTING ROOM 1 8' CLG. HT. 1 I I I I LI--—— — — — — —— �I —— --— — — — — —— rl----- r -- —— -- -- — � ham= 14�O 48" X 63" 114" = 1'-0" EXTERIOR DOOR SPECIFICATIONS: MANUFACTURER: THERMA-TRU SERIES: SMOOTH -STAR GLASS TYPE: IMPACT / TINTED CONSTRUCTION: FIBERGLASS EVALUATION BY: LYNDON F. SCHMIDT, PE. #43409 F.L. No. FL-20468.7 EXTERIOR WINDOW SPECIFICATIONS: MANUFACTURER: PGT INDUSTRIES, INC. SERIES: "SH7700A" SINGLE HUNG GLASS TYPE: IMPACT / TINTED CONSTRUCTION: ALUMINUM EVALUATION BY: MIAMI-DADE COUNTY N.O.A. No. 18-0430.06 EXPIRATION DATE: AUGUST 23, 2023 ROOF UNDERLAYMENT SPECIFICATIONS: MANUFACTURER: POLYGLASS USA, INC. SERIES: POLYGLASS ROOF UNDERLAYMENT EVALUATION REPORT: P12060.02.09-R24 EVALUATION BY: ROBERT NIEMINEM, PE. #59166 F.L. No. FL5259-R-28 DATE ISSUED: 02/24/2009 REVISION 24: 01/24/2018 METAL ROOF SPECIFICATIONS: MANUFACTURER: EXTREME METAL FABRICATORS, LLC SERIES: "5V" CRIMP COMPLIANCE METHOD: LICENSED FLORIDA ENGINEER EVALUATION BY: LOCKE BOWDEN, P.E. #49704 FL. No. FL17022-R7 EXPIRATION DATE: 04/22/2024 EXTERIOR WALL SIDING SPECIFICATIONS: MANUFACTURER: JAMES HARDI SERIES: " ARTISAN LAP " COMPLIANCE METHOD: LICENSED FLORIDA ENGINEER EVALUATION BY: RONALD OGAWA, PE. F.L. No. FL 10477.1 i .. l U 1; r N z I 00 v a H ris I_ a" LL�a o• r— 0, QfwQQ0 0 LLJ U LL_ EE_ <t � z J C1. U O O W IL Q a� LLJ p = 0) Co C4 C7 0 a DRAWN BY R.C. DATE 16 AUG 19 REVISIONS 4 JAN 2021 REVISION FILE COPY i----ROOF TRUSS BOTTOM CHORD 5/8" DRYWALL COLIN 2" X 4" TOP PLATE PROVIDE 2" X 4" FlREE DBL. 2" X WOOD HEAL DBL. 2" X WOOD STUC ON EACH SIDE OF R.O. 2" X 4" STUDS @ 16" PROVIDE 1/4" X 5" TA AT 16" O.C. THROUGH AND INTO C.B.S. WALL P.T. 2" X 4" BASE PLA 2" X P.T. SILL PLATE CONCRETE FLOOR ROUGH OPENING 1/2" = 1'-0" •irr� CONCRETE BEAM 8" PRECAST U-LIP INSTALL VALCOM CONCRETE & BUC SEAL ALL VOIDS PERIMETER CAULK CAULKING TO MAT WINDOW FRAME C( SINGLE HUNG WINE WITH IMPACT GLA PERIMETER CAULK CAULKING TO MAT WINDOW FRAME C( FORMED & POUREI CONCRETE SILL W (1) #5 BAR LOCK. ). C. PCONS ?" X STUD FE 3/4" 9/16" 9/16" N a � Mr BASE CASING 1" X 6" P.T. NAILER 1/2" DRYWALL 3/4" FOAM INSULATION 1" X 4" P.T. NAILER WINDOW TRIM 1" X 6" BORATE P.T. BUCK ATTACHED TO CONC. WITH 1/4" X 5" TAPCONS SPACING PER MANUFACTURE WOOD WINDOW STOOL 1" X 4" P.T. NAILER WINDOW TRIM 1/2" DRYWALL 3/4" FOAM INSULATION SIMPSON ECCLR666 OR ECCLL666 TOP POST ANCHOR 1" X 6" P.T. TRIM TO COVER ANCHOR 6" x 6" P.T. WOOD POST ®°° CONCRETE BEA 8" PRECAST U- INSTALL VALCC CONCRETE & B SEAL ALL VOID PERIMETER CAI. CAULKING TO M WINDOW FRAME IMPACT GLASS 1 1/2" = 1'-0" POURED CONCRETE — CELL WITH (1) #5 BAR PERIMETER CAULKING, - CAULKING TO MATCH WINDOW FRAME COLOR BRICK MOLDING RECESSED CONCRETE SILL IMPACT GLASS #ABU66 BOTTOM POST ANCHOR '.T. TRIM TO COVER ANCHOR 1" X 6" P.T. NAILER 1/2" DRYWALL 3/4" FOAM INSULATION 1" X 4" P.T. NAILER WINDOW TRIM I" X 8" BORATE P.T. BUCK 4TTACHED TO CONC. WITH 1/4" X 6" TAPCONS SPACING PER MANUFACTURE I— --� 1'° X 3" P.T. FURRING STRIPS AT 16" O.C. 1/2" DRYWALL 3/4" FOAM INSULATION 1" X 4" P.T. NAILER Y0:li`�=DOOR CASING 1" X 8" BORATE P.T. BUCK ATTACHED TO CONC. WITH 1/4" X 6" TAPCONS SPACING PER MANUFACTURE ALUMINUM THRESHOLD '5V' CRIMP, 24 GAUGE METAL ROOFING ON 1 LAYER OF POLYSTICK TU PLUS UNDERLAYMENT APPLIED TO 5/8" EXTERIOR GRADE APA PLYWOOD INSTALLED PERPENDICULAR TO THE ROOF FRAMING WITH END JOINTS STAGGERED. NAILED TO TRUSSES WITH 8d RING SHANK NAILS ® 6" O.C. & 4" O.C. AT ZONE 3. ICYNENE LD-C-50 SPRAY FOAM INSULATION ON TOP CHORD OF TRUSS (R-20) SIMPSON HETA16 EMBEDDED 4" IN CONCRETE — BEAM & NAILED TO TRUSS WITH (7)10d X 1 1/2" STANDARD HEAL HGT. „BEARING HEIGHT GALVANIZED FLASHING OVER - 1" X 3" DRIP EDGE NAILED TO 2" X 8" SMOOTH CEDAR FASCIA HARDI-BOARD SOFFIT HARDI PLANK "LAP SIDING" ON 8" X 16" CBS. WALLS MINIMUM 30" OVERLAP FROM DOWEL STEEL TO VERTICAL WALL STEEL 12" X 12" THICKENED EDGE 0' WITH (2) #5 BARS FINISH FLOOR -0" #5 DOWEL HOOKED TO FOOTER -2'-0" STEEL ® 32" O.C. FINISH GRADE —� 24" X 14" STEM WALL FOOTER WITH (3) #5 BARS CONTINUOUS. 2" X 4" LOAD BEARING WALL WITH STUDS ® 16`° O.C. MAX. 1/2" DRYWALL ON EACH SIDE 1/2" X 8" REDHEADS ® 32" O.C. WITH 1/4" X 3" SQUARE STEEL WASHERS u 24" X 14" GRADE BE WITH (3) #5 BARS ° 2'-O" O.H. 12 61 5/8" DRYWALL LID (2) COURSES OF 8" X 16" BEAM BLOCK WITH (1) #5 BAR IN EACH. FILL POURED CELLS & BEAMS WITH 3000 P.S.I. PUMP MIX 1" X 4" P.T. FIREBLOCK 1/2" DRYWALL 3/4" (R-4) FOAM INSULATION 1" P.T. FURING STRIPS ® 16" O.C. 1" X 6" P.T. NAILER ® BASE 4" THICK (3000 PSI) CONCRETE SLAB W/ 6X6 10/10 W.W.F. ON CHAIRS. ° �VISQUEEN VAPOR BARRIER J— L CLEAN, COMPACTED, TERMITE TREATED SOIL (2500 P.S.F. SOIL) #5 DOWEL WITH 10" HOOK ANCHOR STUDS TO DBL. TOP PLATE WITH SIMPSON SP4 TIES AT EACH STUD WITH (6)10d NAILS ANCHOR STUDS TO P.T. SILL PLATE WITH SIMPSON SP4 TIES AT EACH STUD WITH (6)10d NAILS l +J w rn w �o V)J-0 E J z o W 0 o L _N Wo .0') <c °' ®= C:)� C4 0 DRAWN BY R.C. DATE 16 AUG 19 ( 4 JAN 2021 1 1/2" = 1'-0" 1 1/2" - 1'-0" 1/2" = 19.0" RSION EVI FILE COP • SHEET '5V' CRIMP, 24 GAUGE METAL ROOFING ON 1 LAYER OF POLYSTICK TU PLUS UNDERLAYMENT APPLIED TO 5/8" EXTERIOR GRADE APA PLYWOOD INSTALLED PERPENDICULAR TO THE ROOF FRAMING WITH END JOINTS STAGGERED. NAILED TO TRUSSES WITH 8d RING SHANK NAILS @ 6" O.C. & 4" O.C. AT ZONE 3. ICYNENE LD-C-50 SPRAY FOAM INSULATION ON TOP CHORD OF TRUSS (R-20) SIMPSON MTS16 NAILED TO WALL & TRUSS STANDARD HEAL HGT. 19'-0" 2ND FL. BEARING HT. GALVANIZED FLASHING OVER - 1" X 3" DRIP EDGE NAILED TO 2" X 8" SMOOTH CEDAR FASCIA HARDI-BOARD SOFFIT HARDI PLANK LAP SIDE ON ON TYVEK WALL COVERING ON 5/8" PLYWOOD SHEATHING 11'-0" 2ND FLOOR LEVEL 9'-01, BEARING HEIGHT HARDI PLANK "LAP SIDING" ON 8" X 16" CBS. WALLS MINIMUM 30" OVERLAP FROM DOWEL STEEL TO VERTICAL WALL STEEL 12" X 12" THICKENED EDGE WITH (2) #5 BARS 0'-0,, FINISH FLOOR #5 DOWEL HOOKED TO FOOTER ^ ^ STEEL @ 32" O.C. FINISH GRADE 24" X 14" STEM WALL FOOTER WITH (3) #5 BARS CONTINUOUS. 1/2" = it -Off 2'-0" O.H. 12 51 5/8" DRYWALL LID- J' 2" X 6" DBL, TOP PLATE SIMPSON SP6 @ EACH STUD 1/2" DRYWALL ON 2" X 6" STUDS @ 16" O.C. -6" BATT INSULATION R-1 SIMPSON SP6 @ EACH STUD 2" X 6" BOTTOM PLATE 3/4" T & G PLYWD. SUB - FLR. ON 24" FLOOR TRUSSES @ 19.2" O.C. TT INSULATION n Imr 5/8" DRYWALL LID (2) COURSES OF 8" X 16" BEAM BLOCK WITH (1) #5 BAR IN EACH. FILL POURED CELLS & BEAMS WITH 3000 P.S.I. PUMP MIX 1" X 4" P.T. FIREBLOCK 1/2" DRYWALL 3/4" (R-4) FOAM INSULATION 1" P.T. FURING STRIPS @ 16" O.C. 1" X 6" P.T. NAILER @ BASE HARDI BOARD SIDING ON TYVEK VAPOR B, ON 5/8" CDX PLYW( PERIMETER CAULKINC CAULKING TO MATCF WINDOW FRAME COLt SINGLE HUNG WINDOV WITH IMPACT GLASS PERIMETER CAULKINC CAULKING TO MATCF WINDOW FRAME COL( DRIVE 10d NAILS THR FINS NEAR CORNERS @ 16" O.C. BETWEEN FOUR SIDES OR MFG. RECOMMENDATION 1 1/291 = 1'-0/1 8" X 8" THICKENED EDGE WITH (1) #5 BAR 4" THICK (3000 PSI) CONCRETE SLAB RECESS SLAB 3 1/2" W/ 6X610/10 W.W.F. ON CHAIRS. @ SHOWER FLOORS VISQUEEN VAPOR BARRIER-1 CLEAN, COMPACTED, TERMITE TREATED SOIL (2500 P.SF. SOIQ-j #5 DOWEL WITH 10" HOOK " DRYWALL )D WINDOW STOOL 1i i " DRYWALL 6" STUD #5 DOWEL HOOKED TO FOOTER STEEL & TIED TO #5 VERTICAL STEEL AS PER PLAN 8" X 3 1/2" CONCRETE CURB WITH (1) #5 BAR EXISTING TRUSSES PRE-ENC SET & 0' SIMPSON ,., , � 1� w � v, END AND @ 48" O.C. VALLEY SET ANCHOR DETAIL 1/211 = 19.011 FOYER STAIR DATA: UP 18 RISERS @ 7 1/4" = 11'-0" WITH 21 TREADS @ 10 1/2" WITH 1" NOSING TYPE 1 HANDRAIL PER R311.7.7.3 TTOM CURB WITH BASE & TRIM PLYWOOD SUB FLOOR ON TREADS & RISERS 2"X12" OAK STRINGER C.2 REWSION 02 < F Z LJ � O H Li fed � �1 J J CO in ® uj CJ Wti to <t N I ® I- M N CJ cn ca a E4 ca a a r7 w �, �o q) cn -j .0 E- Q J Z o w 0 u � a CD U) w of r- o1 � v~i n, 0 DRAWN BY R.C. DATE 16 AUG 19 4 JAN 2021 FILE COPY I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I 1 I I i 1 I I I I I I I I I I I I I Li 1/4" = 1'-0" ZONE 2933 SQ. FT. AIR CONDITIONED ----- - - - - - � I I I I I I i I I I I I I I I I I I I I 1 I I, I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I - - - - - - - - - - -' N.A.C. LEGEND Z� o 1-WAY SUPPLY CEILING GRILL J WITH OPPOSED BLADE DAMPER m ?, 2-WAY SUPPLY CEILING GRILL CD z' WITH OPPOSED BLADE DAMPER n 3-WAY SUPPLY CEILING GRILL `� WITH OPPOSED BLADE DAMPER 4-WAY SUPPLY CEILING GRILL cra WITH OPPOSED BLADE DAMPER RETURN AIR CEILING GRILL WITH WITH FILTER " N BATHROOM EXHAUST FAN WITH ® �" M METAL DUCT TO SOFFIT GRILL ®T THERMOSTAT @ 62" AFF. FLEX DUCT (R-6) WITH SUPPORT STRAPS 0 48" D.C. RIGID DUCT, 1 1/2" FIBERGLASS ® INSULATED (R-6) SET ON 1/2" C.D.X. PLYWOOD DECKING �s4 w H.V.A.C. NOTE VERIFY ALL CALCULATIONS WITH LICENSED A.C. CONTRACTOR BEFORE PROCEEDING WITH WORK, THE CONTRACTOR SHALL FURNISH ALL REQUIRED INSURANCE & LABOR, MATERIALS & EQUIPMENT SHOWN OR INDICATED FOR COMPLETE H.VA.C. SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, LOCAL CODES STANDARD MECHANICAL CODE & NFPA. LATEST EDITION. WORK SHALL BE COORDINATED W/OTHER TRADES TO PREVENT CONFLICTING CONDITIONS. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS & INSPECTIONS FROM GOVERNING AGENCIES & FURNISH A WRITTEN GUARANTEE THAT ALL WORK SHALL BE FREE FROM DEFECTS IN MATERIALS & WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE DATE OF EQUIPMENT START UP & FINAL ACCEPTANCE. MANUFACTUREr'S INSTRUCTIONS & GUARANTEES SHALL BE GIVEN TO THE OWNER. CONTRACTOR SHALL PROVIDE MATCHED SYSTEM COMPONENTS AS SPECIFIED OR AN APPROVED EQUAL FOR OPERATION AT THE SPECIFIED ELECTRICAL REQUIREMENTS, AIR FILTERS SHALL BE INSTALLED ON ALL RETURN AIR EQUIPMENT INLETS. RETURN AIR GRILLS SHALL BE DUCTED BACK TO AIR HANDLING UNIT. SUPPLY DUCTWORK SHALL BE 11/2" FIBERGLASS R-6 INSULATED DUCTBOARD OR FLEX DUCT R-6 INSULATED AS SHOWN ON DRAWINGS, FLEX DUCT SHALL BE FULLY EXTENDED & OPEN. ALL DUCTWORK JOINTS & SEAMS SHALL BE SEALED & TAPED. FOLLOW MANUFACTURER'S PROCEDURES FOR ALL SUCH WORK A.C. UNITS SHALL HAVE A SEER. RATING OF 16.0 OR BETTER. PROVIDE BALANCED RETURN AIR FOR PRESSURE DIFFERENTIAL PER THE FLORIDA MECHANICAL CODE. PROVIDE STEM PIPE 0 CONDENSATE DRAIN LINE TO ADD BLEACH TO PREVENT MOLD BUILDUP. ROPE HOOKS NAILED TO TOP CHORD OF TRUSSES WITH (2) 6d NAILS. SPRAYED FOAM INSULATION ON — TOP CHORD OF TRUSS n, .1v ,,wv� AIR HANDLER UNIT EMERGENCY PAN STRAPPED TO UNIT J/'F r.v.L. UUNULMA I t & 3/4" PVC EMERGENCY DRAIN TO OUTSIDE SOFFIT ATTIC A.H.U. ENCLOSURE DETAIL 1/211 = r-off FILE COPY N7 W'a Q LuI U�-c w CJ Cn r7j -0 E Z CL u,i,CC: 01 Q D woZ cn rn to 0 0 DRAWN BY R.C. DATE 16 AUG 19 REVISIONS 4 JAN 2021