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HomeMy WebLinkAboutBuilding Plans36" X 63" EGRESS 8" 12'0" BEDROOM #2 ca 9' CLG, HT, 5'0" X 6'8" 26" X 26" 43h t.1_ 101 52" 11WJC. m N N 4a vsaa VENTLESSCD LINEN CL. " fGtEPLACE SPARK MODERN FIRE PLACE MODEL: FIRE BOON VENTLESS MEDIA OPTION: CRYSTAL GLASS ROCKS (OPAL) MEDIA OPTION: BLACK GRANITE STONE RIBBON GATE MODEL FYRE—GATE (CHARCOAL BLACK) LIVING ROOM 0 9' CLG. HT, 36" X BY 36" X 60" �I PORCH 9-40 CLG, HT. rn SO"X6'8" 40'0" 611" 9 13'0' 72" X 50" 11'6" NOOK 9' CLG. HT, C 4Y2" j_ t PANIL h I 8'8y COOKTOP OOD ABOVE WINE ICOOLERI 9' CLG, HT. 36' HT. ISLAND DINING ROOM g 9' CLG. HT. 48" X 63" 2'8" FIRST FLOOR LIVING 1 4 6 7 SECOND FLOOR LIVING 9 3 3 TOTAL LIVING AREA 2 4 0 0 LOWER PORCHES 1 2 0 TOTAL UNDER ROOF AREA _ 2 5 2 0 SQ. FT. TANKLESS GAS WH. 0 �ISINK 200 AMP. METER MAIN COMBO A.C. COMP. COMP. m Ion SHE]ET INDE 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 PROJECT 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) �__ESI IT IA 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 M.P.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.S.F. 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 1N 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. T'0 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. DESIGN AND CONSTRUCTION OF ALL ELEMENTS WITH THE PLUMBING INSTALLATION, SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE STANDARD PLUMBING CODE, AS WELL AS THE LOCAL AMENDMENT TO THE STANDARD PLUMBING CODE DESIGN AND CONSTRUCTION OF ALL ELEMENTS WITH THE MECHANICAL 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. r Mr L=� U ►.7 E-� E A4 ate, cn a IfQ Ly.! — = O a> GO .J 1] LA-E a O w O e u1 r 0 Q N O=CD W cnct� t1, Q 0 .a 0 -�F DATE 16 AUG 19 ��la-ay R VIEWE CODE COM ST. LUCIE COUNTY BOCC I FILE COPY I IM 36" X 63" EGRESS I I I 11'31" tEDROOM #3 8' CLG. HT. r I 1 BA x , } I I I ! I I 5(NK 1 t I I ( I 1 H #3 I a I I TuB )WER i i I 1 I I .P I W T. i — — — 8' CLG. I I I I I 2'6" X 6 8" I I I i rqi _— - — — — —— I I I I EGRESS I �._.--_-__- �' I I 36" X 63" 36" X 63" i I � I I SITTING R00 � V CLG. HT. I i I 3 L I !-I!-IrL ?ir 48" X 63" 81 8' CLG. HT. Elm LWEN AHU.#1 CL, R 1ST 2'8"X618" 2'6"X6°8" 28" X 68"00 ?�° 122" X " i ATTIC i I I IACCESSI 2`8"X6`8" ---- - - - -- --- x 1 I I � i I ; I I I 1 I I 1 � I � I MA5 ER SUITE a STEP D CLG (8' TO 9') i I I I ; I ; 4" I 13'9" I I ; 114" 13 0" it r {{ a i i 4_ fl r { ai T _ U TAP OVAL I F a EXTERIOR BOOR SPECIFICATI NS: a" MANUFACTURER: PGT INDUSTRIES, NC, SERIES: "FD-101" OUTSWING FRENCH DOORS GLASS TYPE: IMPACT / TINTED CONSTRUCTION: ALUMINUM EVALUATION BY: MIAMI-DADS COUNTY N.O.A. No. 17-0504.01 EXPIRATION DATE: OCTOBER 18, 20225y EXTERIOR WINDOW SPIN, IFICATIONS.- MANUFACTURER: PGT INDUSTRIES, INC." "SH7700A" SERIES: SINGLE HUNG GLASS TYPE: IMPACT / TINTED CONSTRUCTION: ALUMINUM EVALUATION BY: MIAMI-DADE COUNTY N.OA. No. 18-0430D6 ° EXPIRATION DATE: AUGUST 23, 2023 ROONDELAYMENT SPECIFICATIONS: MANUFACTURER: POLYGL USA, INC. SERIES. POLYGLASS ROOF UNDERLAYMENT EVALUATION REPORT:_P .0109-R24 EVALUATION BY: T� INEM, P.E. #59166 F.L. No. +` FL52594-28 DATE UED: 02/24/2009 RE ION 24: 01/24/2018 7 !� a METAL RQOF SPECIFICATIONS: MANUFACTURER: EXTREME METAL FABRICATORS, LLC SERIES: "5V" CRIMP COMPLIANCE METHOD: LICENSED FLORIDA ENGINEER v , EVALUATION BY: LOCKE BOWDEN, P.E. #49704 r F.L. No. FL17p22-R7 EXPIRATION DATE: 04/22/2024 , EXTERIOR WALL SIDING SPECIF rn MANUFACTURER: JAMES HARDI act� CTs " SERIES: ARTISAN LAP " of rr- COMPLIANCE METHOD., LICENSED FLORIDA ENGINEER U � o � EVALUATION BY: RONALD OGAWA, PE. F.L. No. FL 10477.1 Lu c ac�')j s o' ry 0 ' I/ LJ CD N cn /V�l �✓ / Y.. cn v-D DRAWN BY R.C. DATE 16 AUG 19 FILE COPY MAXROOF HT. -O M'-V BEARNG HT, v vy-GN WINDOW H-- HD. HT' .•� 17'-8" t 6`-87 HARDI-PLANK LAP SIDNG FFI. --� D'-G• 4.. w. • FILE COPY SHEET MAX ROOF HT. 1 12 5 BEARWG HT. « WNDOW HD. HT'E9 { 7 HARDI-PLANK LAP SONG 'SV' CRIMP METAL ROOF 12 2ND.FFL. 1ST R. CLG. Hi -- 9'-Cr WINDOW & DOOR HD. HT. 8'-Ir ElEl HARD -PLANK LAP SIDNO Ll FFL. -� o-o FlNISH GRADE -°2'-0" FILE COPY l • 1 e'► a , v M M w cr)�� V7 0 d E z rn Lij r Of V) r4 C, n DATE 16 AUG 19 ROOF TRUSS BOTTOM CHORD 5/8" DRYWALL CELING �--2" X 4" TOP PLATE PROVIDE 2" X 4" FIREB DBL. 2" X WOOD HEAD —DBL. 2" X WOOD STUD ON EACH SIDE OF R.O. 2" X 4" STUDS 0 16" PROVIDE 1/4" X 5" TA AT 16" O.C. THROUGH AND INTO CBS. WALL P.T. 2" X 4" BASE PLA 2" X P.T. SLL PLATE CONCRETE FLOOR ----- -- - ROUGH OPENING 3/4" iv CROWD! BASE CONCRETE BEAM 8" PRECAST U—Lid INSTALL VALCOM i CONCRETE & BUCP SEAL ALL VOIDS PERIMETER CAULKI CAULKING TO MAT WINDOW FRAME CC SINGLE HUNG WIND WITH IMPACT GLAC PERIMETER CAULKII CAULKING TO MAT( WINDOW FRAME CC FORMED & POURED CONCRETE SILL WL' (1) #5 BAR LOCK. ER S ), C. PCONS 2" X STUD TE 9/16" 9/16" SIMPSON ECCLR666 OR ECCLL666 -TOP POST ANCHOR 1" X 6" P.T. TRIM TO COVER ANCHOR 6" x 6" P.T. WOOD POST #ABU66 BOTTOM POST ANCHOR '.T. TRIM TO COVER ANCHOR CONCRETE BEAM 8" PRECAST U-LINTEL - INSTALL VALCOM BETWEEN — CONCRETE & BUCK TO �ROFJTLES SEAL ALL VOIDS PERIMETER CAULKING. CAULKING TO MATCH WINDOW FRAME COLOR 1" X 6" P.T. NAILER IMPACT GLASS 1/2" DRYWALL_ _ ___�___ 1/ry 99 . 1°. 99 3/4" FOAM INSULATION I X 4" P.T. NAILER WINDOW TRIM I" X 6" BORATE P.T. BUCK %TTACHED TO CONC, WITH 1/4" X 5" TAPCONS SPACING PER MANUFACTURE HOOD WINDOW STOOL it X 4" P.T. NAILER VNDOW TRIM /2" DRYWALL I/4" FOAM INSULATION POURED CONCRETE --- CELL WITH (1) #5 BAR PERIMETER CAULKING, - CAULKING TO MATCH WINDOW FRAME COLOR BRICK MOLDING RECESSED CONCRETE SILL IMPACT GLASS - X 6 P.T. NAILER IJ 1/2" DRYWALL 0 3/4" FOAM INSULATION 0 1" X 4" P.T. NAILER WINDOW TRIM 1" X 8" BORATE P.T. BUCK ATTACHED TO CONC. WITH 1/4 X 6" TAPCONS SPACING PER MANUFACTURE DOOR TOP PANEL 1" X 3" P.T. FURRING STRIPS AT 16" O.C. —1/2 DRYWALL 3/4" FOAM INSULATION 1" X 4" P T. NAILER DOOR CASING 114 -- -1" X 8" BORATE P.T. BUCK ATTACHED TO CONIC. 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 RINGSHANK NAILS 0 6" O.C. & 4" O.C. AT ZONE 3. 8" MIN, ICYNENE LD—C-50 SPRAY FOAM INSULATION ON TOP CHORD OF TRUSS (R-38) SIMPSON HETA16 EMBEDDED 4" IN CONCRETE BEAM & NAILED TO TRUSS WITH (7)10d X 11/2" STANDARD HEAL HGT. --�' BEARING HEIGHT 3C' 12� 5/8" DRYWALL LID-- GALVANIZED FLASHING OVER 1" X 3" DRIP EDGE NAILED TO 2 X 8" SMOOTH CEDAR FASCIA (2) COURSES OF 8" X 16 BEAM BLOCK WITH (1) #5 BAR IN EACH. SMOOTH STUCCO SOFFIT 2'-0" ON. FILL POURED CELLS & BEAMS WITH 3000 P.S1: PUMP MIX HARDI PLANK "LAP SIDING" 1" X 4" P.T. FIREBLOCK ON 8" X 16" CBS. WALLS 1/2" DRYWALL MINIMUM 30" OVERLAP FROM3/4" (R-5) FOAM INSULATION ----- DOWEL STEEL TO VERTICAL 1" P.T. FURING STRIPS 0 16" O.C. WALL STEEL 1" X 6" P.T. NAILER 0 BASE 12" X 12" THICKENED EDGE -- WITH (2) #5 BARS 4" THICK (3000 PSI) CONCRETE SLAB 0'_0" GFINISH FLOOR W/ 6X610/10 W.W.F. ON CHAIRS, VISQUEEN VAPOR BARRIER--� #5 DOWEL HOOKED TO FOOTER --- - - - STEEL 0 32" O.C. 2'-i0" CLEAN, COMPACTED, TERMITE FINISH GRADE TREATED SOIL (2500 PS,F. SOIL) 24" X 14" STEM WALL FO©TER #5 DOWEL WITH 1O" HOOK WITH (3) #5 BARS CONTINUOUS. 1 99 � 10- 99 2" X 4" LOAD BEARING WALL WITH STUDS 0 16" O,C. MAX. 1/2" DRYWALL— ---- ON EACH SIDE 1/2" X 8" REDHEADS 0 32" O.C. WITH 1/4" X 3" SQUARE STEEL WASHERS 24" X 14" GRADE BEAM WITH (3) #5 BARS 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 R' 7 f(J - i w C� a� w cs, c� C7 � w cr a cCD °3 DRAWN BY R.C. DATE 16 AUG 19 F .. 9. m 1 1/2" ® 1,�,a99 1 /ern - 1g_099 1/20 � 1Pm " FILE Copy '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 0 6" O.C. & 4" O,C. AT ZONE 3. 8" MIN. ICYNENE LD-C-50 SPRAY FOAM INSULATION ON TOP CHORD OF TRUSS (R-38) SIMPSON MTS16 NAILED � --- - - TO WALL & TRUSS STANDARD HEAL HOT. AFL, BEARING HTHT, GALVANIZED FLASHING OVER 1" X 3" DRY' EDGE NAILED TO 2" X 8" SMOOTH CEDAR FASCIA SMOOTH STUCCO SOFFIT 2'-,0" O.H. HARDI PLANK LAP SIDE ON - - ON TYVEK WALL COVERING ON 5/8 PLYWOOD SHEATHING 11'-01, 2ND FLOOR LEVEL 9'-0„ „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 �. ().HNISH FLOOR ° #5. DOWEL HOOKED TO TOOTER STEEL 0 32" U. FINISH GRADE 24" X 14" STELA WALL FOOTER WITH (3) #5 BARS CONTINUOUS. UPICAL ___.ORY . /"�1''n 5/8" DRYWALL LID 2" X 6" DBL, TOP PLATE -SIMPSON SP6 0 EACH STUD 1/2" DRYWALL ON 2" X',6" STUDS 0 16" O.C, •6" BATT INSULATION R-115 SIMPSON SP6 0 EACH STUD 2" X 6" BOTTOM PLATE 3/4" T & G PLYWD. SUB -- FLR, ON 24" FLOOR TRUSSES 0 192" O.C. HARDI BOARD SONG ON TYVEK VAPOR B; ON 5/8" CDX PLYW( PERIMETER CAULKING CAULKING TO MATCH WINDOW FRAME COL( SINGLE HUNG WINDON WITH IMPACT CLASS PERIMETER CAULKING CAULKING TO MATCH WINDOW FRAME COLC FINS NEAR CORNERS 0 16" O.C. BETWEEN) FOUR SIDES OR MFG. RECOMMENDATION 6" BATT INSULATION R-115 5j8" DRYWALL LID 1 /� P_ a1 (2) COURSES OF 8" X 16" BEAM BLOCK WITH (1) #5 BAR IN EACH, FILL POURED CELLS & BEAMS WITH 3000 PSI PUMP MIX ----" 1" X 4" P.T. FIREBLOCK 1/2" DRYWALL 3/4" (R-5) FOAM INSULATION 1" P.T. FURIIG STRIPS @ 16" O.C. --- - 8" X 8" THICKENED EDGE i --- 1" X 6" P.T. NAILER 0 BASE WITH (1) #5 BAR / 4" THICK (3000 PSI) CONCRETE SLAB RECESS SLAB 3 1/2" Wj 6X610j10 W.WF.ON CHAIRS. @ SHOWER FLOORS VISQUEEN VAPOR BARRR CLEAN, COMPACTED, TERMITE TREATED SOIL (2500 PS,F. SOIL)—j #5 DOWEL WITH 10" HOOK DRYWALL 0 WINDOW STOOL )W TRIM DRYWALL 6" STUD #5 DOWEL HOOKED TO TOOTER STEEL & TIED TO #5 VERTICAL STEEL AS PER PLAN 8" X 3 1/2" CONCRETE CURB WITH (1) #5 BAR EXISTING TRUSSES 0 24" O.C. PRE-ENGINEERED VALLEY SET & OVERFRAMNG SIMPSON MT 12 0<EACH - END AND 0 8" O.C, 1/201 - 1'-0" FOYER STAIR DATA: UP 18 RISERS @ 71/4" = if -0" WITH 21 TREADS @ 101/2" WITH 1" NOSING 4 4„ 4" 2" X 2" PICKETS TYPEv1 HANDRAIL a @ 4" APART PER 'R311.7.73 �a PER R312.3 (EXCEPTION 2) 0 0 E-, w d 20 n L 1" NOSING 10 1/2" . L BOTTOM CURB WITH BASE & TRII PLYWOOD SUB FLOOR ON TREADS & RISERS 2"X12" OAK STRINGER �Il�lfll Iik. I�AI .L r. y F i • l • u MII J. e r; i IMF � w d 4 Z3 �C) a.L.Ll cn c"n CD DRAWN BY R.C. DATE 16 AUG 19 0 FILE Copy SHEET u n MONOLITHIC FOOTING (2) #5 BARS HOOKED TO BOTH FOOTINGS STEM WALL FOOTING 12'6" — — — — — — E7 LJ E] ID E7 IEII 01 C! E] " Q O11231011231V:TF1a E] C] Cl 1 t ! w _ww_--ww-_-_www^_.__--- _ I N I WASHER 0 I RECESS SLAB W.C. I ! oV.TJi. i I o 1 C7 f 3 1/2' ® SHOWER 1-I a I I � I i i 1 i I SINK) SINK L ---------------- 1 r--,__W__-w-w----------------w-�--__----_-_T I i 1 El i ^Jd 1 0 1----------------------------------------- 1 r 1 I WINE I 1 4'0" E1 1 1 CONTROL JOINT LO-I I o f 'v i w..l i��SNKII I I I 1 I I 1 � VERIFY FFE, WITH SURVEYOR. z ! 1 (FOOD PSJ. CONCRETE) f rti i �J e THICK CONC. SLAB WITH 60 X 6° 10/10 WWF. I I 1 WITH CHARS TO LOCATE MESH N TOP HALF OF SLAB El OVER VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE I I r I I TREATED SOIL (2500 PSF. SOIL) I � i E b 1 I I I I I i I I r 1 II I i I ---------------------------- CONTROL JOINT I ! i 1 1 f E3; I I :� I p It��} I I t I I to I 1 I i 1 M I .. i ( Ell GI C3 V t E1 E L3 I e , e p 6o e *'• � mod,/ e / � Q FOUNDATION LEGEND 8" X 8" X 16' CONCRETE BLOCK WALL 0 CONCRETE BLOCK CELL. WITH (1) #5 DOWEL BAR WITH 10" HOOK TED TO FOOTER STEEL STEEL. PROVIDE CLEAN OUT AT TOP OF SLAB. FOOTING TYPE & SIZE (ID) INDICATOR - - - - INSIDE OF FOOTER --------- CONTROL JOINT * BOTTOM OF ALL FOOTERS MUST BE MINIMUM 12" BELOW FINISH GRADE * THE OUTER BAR OF ALL EXTERIOR LOAD BEARING FOOTERS SHALL BE CONTINUOUS AROUND CORNERS OR BY BENDING BAR WITH MINIMUM V LAP EACH DIRECTION * ALL FOOTER BARS SHALL HAVE MINIMUM 3" CONCRETE COVER WHERE THE CONCRETE IS CAST AGAINST THE EARTH OR 1 1/2' WHERE THE CONCRETE IS FORMED AND EXPOSED TO EITHER THE WEATHER OR EARTH BLOCK OUT 11/2" AT ALL EXTERIOR SWINGM DOORS * DEPRESS SLAB AS REQUIRED FOR SHOWERS, FLOOR FINISHES, ETC. * NOTE! MINIMUM SOIL BEARING PRESSURE = 2500 P.SF. FOOTING SC"HEDULE FOOTING SIZE REBAR FOOTING TYPE A 24" W. X 14" D. (3) #5 BARS STEM WALL B 24" W. X 14" D. (3) #5 BARS MONOLITHIC C 24" W. X 14" D. (3) #5 BARS GRADE BEAM D 48" L. X 36" W. X 14" D. #5 BARS ® 8" O.C. PAD E 87W. X 8" D. (1) #5 BARS MONOLITHIC 26" 7V _ 89" 14" 3'2" 1. 32" 2D'0" 2'8" 6'4 2'8" 8,40 TT(W DT A T $ 4P = 190" 6 l f » A y,. G: U f i R M V> :, > z a a - � it � r-J w � C,a u— E . < O e n U O ' v� v 0 � Cr Q >. ---#4 BARS @ EACH MOSiNG Cn m Cn C4 #8 DOWELS C 8' O.C. " DRAWN BY R.C. A DATE 12" X 8" THICKENED SLAB 16 AUG 19 WITH (2) # 5 BARS F I?r:Vls10Ns 1' FILE Copy (2) SIMPSON MTS16 @ GIRDER TRUSSES DBL. TOP PLATE 3 - 2" X 120 750 FIB, SIMPSON 2 - LSSTA30 EACH SIDE r-- -2" X 6" SLLIPLATE 41 iI iI Ii FLOOR TRUSSES 1/2" THREADED ROD 1/2" COUPLING --- CONC. BEAM 1/2" X 8" SLEEVE ANCHOR g7 WOOD STUDS - 2"X6"RIM HETA16 (TYPICAL EMBED CC, ANCHOR, UNLESS OTHERWISE NOTED) C1 HETA16 (TYPICAL EMBED FLOOR TRUSS ANCHOR, UNLESS OTHERWISE NOT@) f �.Il�®Mt ! ��I 1 � 1 �+ :� a�I 1 1® w#""""'�' '*�/[ n � � a ■k • 1�{�i•i 11!•"' a 0 r A � ■ram �� y J iz I t�■i( t § � I!M R ���� IIIIII01. CARD 0WOOD POST WOOD BEAM C2 MTS16 FRAME TO TRUSS ANCHOR, UNLESS SIMPSON �` OTHERWISE NOTED) LSTA16 OOR TRUSS 1� SIMP ON`` ONC. BEAM HETA16 80' X 161$ NOTE: CONTRACTOR TO VERIFY BEAM SIZES WITH WINDOW MANUFACTURES CM.U. ROUGH OPENING REQUIREMENTS, BEAM SIZES FROM BEAM DETAILS MAY VARIE. TRUSS CONNECTOR SCHEDULE I.D. MANUF. MODEL NO, FASTENERS UPLIFT 1810 LATERAL Fl F2 340 / 725 DOWN LOAD --� STRUCTUR 4" EMBED HEADER/ FACE JOIST/ TRUSS 10 —10d Cl SIMPSON HETA16 C2 SIMPSON MTS16 14 -- 10d 1000 C3 SIMPSON MTS12 — 14 —10d 1000---- C4 SIMPSON LUS26 4 — 10d 4 — 10d 11165 — 1070 C5 SIMPSON PC66 - 4 - 16d 6 —16d 1700 925 C6 SIMPSON EPC66 4 - 16d 4 — 16d 1'7 .Z 1070 C7 SIMPSON HDSB 5 8_' BBOLT 2 TS 3/4" STUD BOL 4935 j u C1 HETA16 (TYPICAL. EMBED TRUSS ANCHOR, UNLESS OTHERWISE NOTED) C1 HETA16 (TYPICAL EMBED TRUSS ANCHOR, LNESS OTHERWISE NOT TRUSS DESIGN CRITERIA ROOF TRUSSES; TOP CHORD LIVE LOAD: 25' PSF TOP CHORD DEAD LOAD: 15 PSF. BOTTOM CHORD LIVE LOAD; 10 PSF BOTTOM CHORD DEAD LOAD: 5 PSF, TOTAL LOAD. 55 PSF, 0 125 1 ALL MEMBERS SHALL BE SO FRAMED, ANCHORED, TIED AND BRACED THAT THEY HAVE THE REQUIRED STRENGTH AND RIGIDITY, 2. ALL PLYWOOD SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE / TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 3. ALL PLYWOOD EXPOSED TO THE WEATHER SHALL BE EXTERIOR TYPE. 4. ADD 30# LIVE LOAD 0 BOTTOM CHORD FOR ATTIC STORAGE. 7-- BULTIMATE DESIGN WIND SPEED = 160 MPH. NOMINAL DESQN WIND SPEED = 124 MPH. EXPOSURE"B"'UPLIFT ZONE 1: 382 PSF. ZONE 2: 539 PSF, i t I t ZONE 3: 851 PSF. I i I t I , � ,� I NAILING SCHEDULE N ZONE 1: 8d ring shank 0 6" O.C. ` ZONE 2: 8d ring shank 0 6" O.C. 3 _ T _ 3 ZONE 3: 8d rhq shank 0 4" O.C. BOND EL -RE LM DETAILS (2) COURSES ND BEAM WITH (1) #5 BAR ° IN EACH COURSE 7m (2) COURSES BOND BEAM ° WITH (1) #5 BAR IN EACH COURSE ° PRECAST "U" LINTEL 6�-0 WITH (1) #5 BAR WINDOW OR DOOR — B2 FILE a r0 r Yr r►' LJ_1LL LLJ U 1-- Q E [ (j o C7 b CL X U-1 CD me n DRAWN f3Y R.C. DATE 16 AUG 19 REVISIONS 2" X 4" MMOOKERS 24" O/C, ANCHORED TO GABLE TRUSS WITH SIMPSON H5, FACE NAL TO FlRST TRUSS WITH (2)16d NAILS ffmm»� •ti (2) SIMPSON MTS16 0 GIRDER TRUSSES 2" X 4" BRACES @ EACH VERTICAL ---- MEMBER W COMMON TRUSSES. FACE NAL WITH (2)16d NALS & VERTICALS & BOTH 70P & BOTTOM 2" X e BLOCKING @ 24" O/C FROM FIRST TRUSS TO BOTTOM CORD OF GABLE TRUSS FACE NAL TO BOTH MEMBERS WITH (2)16d NAILS BUSS T T CONNECTION, 1 23 1 1 I 1 i { 1 0 �3 2' X 4' 0 24" C 2" X 4" M24'C AR - lf-00 0 24' OC. I" OUTLOOKERS O.G. QED GABLE END r OUTLOOKERS 'GC TRUSS ROOF TRUSSES; TOP CHORD LIVE LOAD: 25 P.S.F. TOP CHORD DEAD LOAD: 15'PSF. BOTTOM CHORD LIVE LOAD: 10 PSF. BOTTOM CHORD DEAD LOAD: 5 PSF: TOTAL LOAD: 55 PSF. @ 125 1. ALL MEMBERS SHALL 6E SO FRAMED, ANCHORED, TIED AND BRACED THAT THEY HAVE THE REOUIRED STRENGTH AND RIGIDITY. 2. ALL PLYWOOD SHALL BE IDENTFED WITH THE APPROPRIATE GRADE / TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 3. ALL PLYWOOD EXPOSED TO THE WEATHER SHALL BE EXTEROR TYPE 4. ADD 30# LIVE LOAD 0 BOTTOM CHORD FOR ATTIC STORAGE. 3 3 BUILDING DESIGN WIND SPEED ULTIMATE DESIGN WIND SPEED = 160 MPH, NOMINAL DESIGN WIND SPEED = 124 MPH. `1 r EXPOSURE"B" I I UPLIFT PRESSURES I ZONE 1: 382 PSF. 11 2 i 1 1 2 11 ZONE 2: 532 PSF, I I I I ZONE 3: 85.1 PSF, 1 I I i HALING SCHEDULE 1 ZONE 1: 8d r'r1g shank 0 6" O.C. 3 %. 3 ZONE 2: $d rhg shank 6" O.C. ZONE 3: 8d ring shank @ 4" O.C. TRUSS CONNECTOR Cy L I.D. MANUF. MODEL NO. FASTENERS UPLIFT LATERAL F1 F2 DOWN LOAD STRUCTURE HEADER/ FACE` JOIST/ TRUSS Cl SIMPSON MTS16 14 —10d 1000 ---- C2 iPSON MTS12 14 — 10d 1000 ---- C3 I SIMPSON LUS26 4 — 10d 4 — 10d 1165 1070 cMa ,r r r. cr - WEE er,�,.. g ° l 1 0) �0 E cp CL Li.J. a> LJJ � of C5 ce)CD .+y ,. DRAWN BY R.C. DATE 16 AUG 19 FILE COPY g ELECTRICAL LOAD CALCULATIONS DESCRIPTION: WATTS 2,520 SO. FT. X 35 WATTS PER SQ. FT. = 8,820 (3) APPLIANCE CIRC. 0 1500 WATTS = 4500 WATER HEATER = 4500 RANGE = 8$= MICROWAVE = 2AM DISHWASHER =1,500 DISPOSAL = 1,500 DRYER = 5,000 WASHER = 1,500 REFRIGERATOR = 1,500 IRRIGATION PUMP = 2,500 . A.C. COMPRESSOR = 6,000 A.C. COMPRESSOR = 4,000 TOTAL = 51,320 FIRST 10kw @ 100% = 10,000 REMAINING 41kw @ 40% = 16528 A.C, HEAT @ 100% = 12,000 ' TOTAL WATTS = 28528 DIVIDED BY 240 VOLTS = 118 AMPS MAIN: 200 AMP VOLTS: 120 Z 240 :10 : ,3W ELECTRICAL PANEL. 'A' CIRCUIT NAME VOLTTAMPGJRD._ WIRE BRK NO. NO, BRK WIRE GRD. AMP VOLT CIRCUIT NAME A.H.U. #1 7.5KW HEAT 240 6 60 6 60 1 3 2 4 40 8 40 8 10 20 ' 240 DRYER A.H.U. #2 5KW HEAT 240 30 10 6 6 5U 50 5 7 9 11 6 20 12 12 5 120 WASHER 8 20 12 12 5 120 MICROWAVE DISHWASHER 120 5 12 12 2U 10 12 50 50 6 10 12 12 12 12 12 25 5 3 1 3 3 :; I 3 240 120 120 120 120 120 RANGE REFRIGERATOR KITCHEN/DINING KITCHEN G.Fl BEDROOM BEDROOM DISPOSAL 120 5 12 12 20 6 SMOKE DET. 120 3 12 12 20� 13 14 20 12 PORCHES 120 3 12 12} 20 15 16 E= WP/GFI RECEPT 120 3 12 12 20 17 19 18 20 12 MASTER BED 120 3 12 12 20 20 20 12 BATHROOMS GF1. 120 3 12 12 20 21 23 25 22 20 12 GREAT ROOM 120 3 12 12 20 24 SPARE GENERAL LIGHTS' 120 3 12 12 20 26 28 30 30 10 10 15 240 WATER HEATER SPARE 27 10 SPARE 29 30 32 50 50 6 10 30 240 A.C. COMP. #1 SPARE 31 6 SPARE 33 34 36 50 50 6 10 30 240 A.C. COMP. #2 SPARE 35 6 SPARE 37 38 SPARE SPARE 39 40 SPARE TANKLESS GAS WR m. GFI eft � 1 1 r r _ f GFI� I I I GFI:j� GA Gn I I I cF1� GR� l 1f41' = 19_0" ELECTRICAL MOTES: 1. ELECTRICAL WAS DESIGNED TO THE 2014 NE.C. CODES. 2. PROVIDE ARC FAULT INTERRUPTOR PROTECTION AT ALL BEDROOM CIRCUITS, 3. PROVIDE DISCONNECTS AT ALL A.H.U. UNITS, CONDENSERS, PUMPS '& WATER HEATERS 4. PROVIDE UF.E,R. GROUNDING AS REQUIRED BY NE.C. 5. ALL 125 VOLT, 15 & 20 AMP. RECEPTACLES ARE TO BE TAMPER RESISTANCE. 6. ALL 15 AND 20 AMP. BRANCH CIRCUITS INSTALLED IN DWELLING UNIT FAMILY ROOM, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION, CLOSETS, HALLWAYS OR SIMILAR ROOMS SHALL BE PROTECTED BY A LISTED ARCH -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPES, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 200 AMP. METER MAIN COMBO WP/ G9 AC CAMP AC COMP WP/ OR DUPLEX RECEPTACLE DUPLEX RECEPTACLE TOP HALF SWITCH 0 WP DUPLEX RECEPTACLE WEATHER PROOF & G.F.I. Cx GR DUPLEX RECEPTACLE GROUND FAULT INTERRUPT 220 VOLT RECEPTACLE FLOOR RECEPTACLE OVER HEAD DOOR (GARAGE DOOR) OPENER W/ LIGHT & PROVIDE DUPLEX RECEPTACLE IN CEILING © COMPUTER OUTLET / CAT6 WALL MOUNTED LIGHT FIXTURE ' 0 CEILING MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE ¢PC CEILING MOUNTED LIGHT FIXTURE W/ PULL CORD ® RECESSED "CAN" LIGHT FIXTURE �- RECESSED "CAN" LIGHT FIXTURE / DIRECTIONAL RECESSED "MINI — CAN" LIGHT FIXTURE L FLUORESCENT LIGHT FIXTURE EXHAUST FAN & LIGHT COMBO EXHAUST FAN SOFFIT MOUNTED FLOOD LIGHT $ SINGLE POLE SWITCH $3 THREE WAY SWITCH $4 FOUR WAY SWITCH $R RHEOSTAT "DIMMER" SWITCH TELEPHONE JACK TELEVISION OUTLET c+ DISCONNECT SWITCH SPEAKER PADDLE CEILING FAN a a .40 SMOKE DETECTOR LINKED W/ BATTERY BACKUP v � HARD -WIRED COMBO CARBON MONOXIDE &SMOKE 4" ALARM WITHIN 10' OF ROOMS USED FOR SLEEPING. `�` 0T THERMOSTAT 0 DOOR BELL'�< 0 DOOR BELL. CHIMES E�= ELECTRICAL METER MAC! & DISCONNECT BOX -ia=_r ELECTRICAL PANEL N— cr, cis POOL LIGHT w � > �V)o� c > u- E Q z cn cn ui Cp CL a� 200 AMP 42 CIRC. DISC. 2DD AMP. PANEL SWITCH METER PANEL MAN DRAWN BY 2' PV.C, TO 225 AMP. PANEL WITH (3) 3/0 & (1) #4 GROUND GFH. & W.P. OUTLET UFER. GROUNDING ASREQ. BY NE.C. DATE GROUND TO FOUNDATION STEEL 16 AUG 19 2" PV.C. WITH UNDERGROUND -__ — SERVICE FROM FP& L. AQRAM REVISIONS �. _C ___ I N.T.S. FILE COPY m r m _ TO ISr F., FT i iwfit- A ry .. � wlrH LIGHT DUPLEX RECEPTACLE DUPLEX RECEPTACLE TOP HALF SWITCH 0 wp DUPLEX RECEPTACLE WEATHER PROOF & GF.i. er Gn DUPLEX RECEPTACLE GROUND FAULT INTERRUPT 220 VOLT RECEPTACLE O FLOOR RECEPTACLE OVER HEAD DOOR (GARAGE DOOR) OPENER W / LIGHT & PROVIDE DUPLEX RECEPTACLE IN CEILING 0 COMPUTER OUTLET / CATB Fo WALL MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE CEILINGMOUNTED LIGHT FIXTURE ¢ Inc CEILING MOUNTED LIGHT FIXTURE W/ PULL CORD ] RECESSED "CAN" LIGHT FIXTURE [C RECESSED "CAN" LIGHT FIXTURE / DIRECTIONAL a RECESSED "MINI — CAN" LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE EXHAUST FAN & LIGHT COMBO EXHAUST FAN 4' SOFFIT MOUNTED FLOOD LIGHT $ SINGLE POLE SWITCH $3 THREE WAY SWITCH $a FOUR WAY SWITCH $R RHEOSTAT "DIMMER" SWITCH TELEPHONE JACK ® TELEVISION OUTLET DISCONNECT SWITCH SPEAKER ri V CEILING FAN PADDLE CEILING FAN f, it i SMOKE DETECTOR LINKED W/ BATTERY BACKUP � 0 7 HARD -WIRED COMBO CARBON MONOXIDE & SMOKE ALARM WITHIN 10' OF ROOMS USED FOR SLEEPING. t cv) THERMOSTAT DOOR BELL DOOR BELL CHIMES' cn E ELECTRICAL METER MAIN & DISCONNECT BOX ELECTRICAL PANEL J POOL LIGHT n �� °) 0 v z ICICL w ¢ a� v � � v)l m V) C4 FILE cop DATE 16 AUG 10 SHEET AX, 1/4' 1'-0" ZONE 1 = 1,467'SSQ. FT. AIR CONDITIONED 4 1/4" X 11/4"'L' BRACKET ANCHORED TO CONDENSER W/ (2) 3/16" SELF TAPPING SCREWS& ANCHORED TO CONCRETE W/ 1/4" X 1 1/4" TAPCON AT EACH CORNER. �4" THICK CONCRETE SLAB + «. iV i ♦ C. 1-WAY SUPPLY CEILING GRILL WITH OPPOSED BLADE DAMPER 2-WAY SUPPLY CEILING GRILL WITH OPPOSED BLADE DAMPER 3-WAY SUPPLY CEILING GRILL WITH OPPOSED BLADE DAMPER 4-WAY SUPPLY CEILING GRILL WITH OPPOSED BLADE DAMPER RETURN AIR CEILING GRILL WITH WITH FILTER BATHROOM EXHAUST FAN WfTH METAL DUCT TO SOFFIT GRILL T� THERMOSTAT 0 62" AFF. FLEX DUCT (R-6) WITH SUPPORT STRAPS 0 48" O.C, RIGID DUCT,11/2" FIBERGLASS INSULATED (R-6) SET ON 1/2" C,D.X. PLYWOOD DECKING 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 & N.F,PA. LATEST EDITION. WORK SHALL BE COORDINATED W/OTHER TRADES TO PREVENT CONFLICTING CONDITIONS, CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS & INSPECTIONS FROM GOVERNING AGENCES & FURNISH A WRITTEN GUARANTEE THAT ALL WORK SHALL BE FREE FROM DEFECTS IN MATERIALS & WORKMANSHIP FOR PERIOD OF NOT LESS THAN ONE YEAR FROM THE DATE OF EQUIPMENT START UP & FINAL ACCEPTANCE, MANUFACTURERS INSTRUCTIONS & GUARANTEES SHALL BE GIVEN TO THE OWNER. CONTRACTOR SHALL PROVIDE MATCHED SYSTEM COMPONENTS AS SPECKED 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.G. UNITS SHALL HAVE A SEE.R. 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. VERTICAL AIR HANDLER UNIT 3/4" P.VG.DRAINN SUPPLY LINE TO OUTSIDE DUCT ELEVATED METAL STAND AIR HANDLER DETAIL 1/2" ® r-oll NOTE; A.C. CONTRACTOR TO PROVIDE PROPER CLEARANCE AROUND A.H.U. UNIT FOR SERVICE iY l: i. s� I It- 05 - s Pu z M LL'wLu rnc7a E OIL G W � GL w F- ca' 55:5�t7i DRAWN BY R.C. DATE 16 AUG 19 2 FILE COPY SHEET 1/4" m P 0" ZONE 2 = 933 SQ. FT. AIR CONDITIONED 11 H,V.A,C, Lv' G E N ) �i 1—WAY SUPPLY CEILING GRILL WITH OPPOSED BLADE DAMPER 2—WAY SUPPLY CEILING GRILL WITH OPPOSED BLADE DAMPER 3—WAY SUPPLY CEILING GRILL WITH OPPOSED BLADE DAMPER 4--WAY SUPPLY CEILING GRILL WITH OPPOSED BLADE DAMPER RETURN AIR CEILING GRILL WITH WITH FILTER BATHROOM EXHAUST FAN WITH METAL DUCT TO SOFFIT GRILL ® THERMOSTAT 0 62" AFF, FLEX DUCT (R-6) WITH SUPPORT STRAPS 0 48" O.C. RIGID DUCT, 1 1/2" FIBERGLASS INSULATED (R-6) SET ON 1/2" G,D.X. PLYWOOD DECKING K. VERIFY ALL CALCULATIONS WITH LICENSED R.C. CONTRACTOR BEFORE PROCEEDING WITH WORK. THE CONTRACTOR SHALL FURNISH ALL REQUIRED INSURANCE & LABOR, MATERIALS & EQUIPMENT SHOWN OR INDICATED FOR COMPLETE H.V,A.C, SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, LOCAL CODES STANDARD MECHANICAL CODE & N.FPA. 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 8c 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 ALTERS SHALL BE INSTALLED ON ALL RETURN AIR EQUIPMENT INLETS. RETURN AIR OkLLS 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 NAfLS, SPRAYED FOAM INSULATION ON --- TOP CHORD OF TRUSS SPRAYED FOAM INSULATION AROUND ENCLOSURE: ROPE HOOK J ',X(48" iNSUL. ATTIC 'TRUSS 'ESS DOOR .Q. ENCLOSER AIR HANDLER UNIT EZI—EMERGENCY PAN STRAPPED TO UNi 3/4" P.V.C. CONDENSATE & — J 3/4" PVC EMERGENCY DRAIN TO OUTSIDE SOFFIT &TI a L 112" s 19-0" FILE CO L./ r r L% G DATE 16 AUG 19