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1132 Beach Ave. RES18-0367 dwgs3is 20'-6" NOTE: ENGINEER TO VERIFY INTERIOR ROOF TRUSS BEARING WITH THE ROOF TRUSS ENGINEERING FRODUGED SPEC I F I GALLY FOR THIS FROJEGT. ENGINEER TO VERIFY EXTERIOR LOAD BEARiNC FAD SIZES $ LOGAT I ON. 4'-4" 36" RAILI 19'-6" 15'-0" 8'-l0" 40'-6" 11 40'-0" 10 �01 10-10 7'-8" 4'-6" 3'-10" I'-4" _ 5'-8" _ '-10" ' _O" 4'_4" NOTE: 2X6 EXTERIOR WALLS MIN. UNLESS NOTED OTHERWISE 21'-6" 29 4x4 P.T. T- T T T -1 OM GOM I I POSTS I I I I i l l l 20405.H. I H B V I I I 8'O" HDR. 4" GONG. PAD 1 SHWR. I I I I O — — 280 _ _ O o FR DR. 5H W U) TE 0--t-wr TN I t� ' I I d I p 2880 �0 — — J cv __ PKT. 00 o A/G 2 BAY o = I------�CUEST GARAGE --- ---- 1 SU I TE I q BRC. » -6„ Q 13'8 x 10'6 B F2"+/- 21'x23' _,� I B.F.F. 4 -O 4 -O 21, -roll— n@ 6n@ 13'-4" I q'- ISI �pM��N11V DE�E�OPMENj 2-3080 FR. DRS. of 2nd floor: I�------- sf 3rd floor tower: 83 ml Total Living: REF. sf entry porch: 161 sf let. floor patio: 5-73 _N garage: 544 elf unf inished storage: 351 sr 2nd. f loor balcony: 150 r2 2nd. floor patio: 222 sf 2nd. floor gar. balG: 108 IX 2nd. f loor rear patio: 123 sr �Q 505 sf IN 1-73 -1-- Total ,area: 5060 sf v N 0 = VOLUME OF ENCL05ED CONDITIONED AREA FOR THE BLOWER DOOR TESTING. - 1st. & 2nd. Floor Plans Sc( ,Ie. 1/411=11,011 V 2 N Jc4 D.W. x26 o a O N mLZ CA 10 0 _ nl • W I 0) C W El _ GLC. 0 .E rn ° E U O w _ h--� O -�-� C aFa O Q v V J - q' GLc a 0 D, _ V) Z ~U MOBILE = J < ° v c �t H B o 3080 m ISLAND o r %1 N a o O0 V / U ON FR. D ------ /77 _ 0 C ° 0Q a U Z " B4F T v c — J - v I— Q C I _ 5'-6" �_0il _ _ 0 C v v U 0 V, iv D 3 0 E a 0 V) 0 11 II L v c a D E II II II - T c D O � ***�j"""III ► NB.F.F. D U 4" N I 7'-6" 5'-6"- 8'-O" GO\10. 1 PATIO o I I o q—� II 386x126" I I1 I1 116x6 P.T. I I -IP05T5 --- ------------ -- �pM��N11V DE�E�OPMENj 2-3080 FR. DRS. I C11 oil I q'-0" 18'-6" UP 17 R15Eg5 d O 11 M NOTES: 2— INDICATES NUMBER OF DOORS. 2— INDICATES NUMBER OF WINDOWS. FR — FRENCH DOORS SL — SIDE LIGHT FG — FIXED GLASS TR — TRANSOM GB — GLASS BLOCK PKT — POCKET DOOR OBS — OBSCURED GLASS TEMP — TEMPERED GLASS SH — SINGLE HUNG DH — DOUBLE HUNG HR — HORIZONTAL ROLLER BP — BYPASS SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. FBC-R NOTES GARAGE 1. THE DOOR BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE A 2'8" SELF—CLOSING DOOR WITH A MINIMUM FIRE RATING OF 20 MINUTES. 2. ALL DUCTS IN THE GARAGE SHALL BE A MINIMUM OF 26 GA. SHEET STEEL. 3. DRYWALL ON THE GARAGE SIDE OF THE WALL SEPARATING THE GARAGE AND THE RESIDENCE SHALL BE 1/2" GYPSUM BOARD. 4. DRYWALL ON THE GARAGE CEILING SHALL BE 1/2" GYPSUM BOARD. IF THERE IS A HABITABLE ROOM ABOVE THE GARAGE, THE GARAGE CEILING DRYWALL SHALL BE 5/8" "TYPE X" GYPSUM BOARD AND ALL SUPPORTING WALLS SHALL HAVE 1/2" GYPSUM BOARD. A/C COMPRESSOR AND PAD MOUNTING: THE COMPRESSOR SHALL BE ANCHORED TO PAD WITH 0.145 DIA. X 1 1/2" LENGTH, MECHANICAL FASTENERS WITH GASKETED WASHERS (ANCHORS). FOR UNITS BETWEEN 12" AND 24" INSTALL 2 ANCHORS PER SIDE (8 TOTAL). FOR UNITS BETWEEN 24" AND 36" INSTALL 3 ANCHORS PER SIDE (12 TOTAL). A SINGLE COMPRESSOR PAD SHALL BE 48"X48"X 3 1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH. A DOUBLE COMPRESSOR PAD SHALL BE 48"X96"X 3 1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH. STAIR NOTES 1. (17) EQUAL RISERS AT 7-7/16" EA 15) EQUAL TREADS AT 10" W/ 1" NOSING TOTAL TREAD DEPTH TO BE 11" MIN.) 2. TREADS SHALL BE 2x12's GLUED and NAILED (RIPPED DOWN AS REQUIRED) 3. RISERS SHALL BE 1x8's GLUED and NAILED (RIPPED DOWN AS REQUIRED) 4. LANDINGS SHALL BE CONSTRUCTED OF 2x8's @ 16" OC and DECKED W/ 3/4" T&G PLYWOOD GLUED and NAILED 5. STRINGERS SHALL BE 2x12's EQUALLY SPACED (TYP) 6. CONTINUOUS HANDRAILING TO BE @ 36" MIN. ABV. 2nd. FIN. FLR., STAIR LANDINGS, AND LEADING EDGE OF STAIR TREADS, AND TO HAVE INTERMEDIATE RAILS WHICH DO NOT ALLOW PASSAGE OF A 4" DIA. SPHERE OR MORE. Area Tabulations Living: let f loor: 1042 of 2nd floor: 1025 sf 3rd floor tower: 83 sf Total Living: 2150 sf entry porch: 161 sf let. floor patio: 5-73 _N garage: 544 elf unf inished storage: 351 sr 2nd. f loor balcony: 150 r2 2nd. floor patio: 222 sf 2nd. floor gar. balG: 108 IX 2nd. f loor rear patio: 123 sr �Q 505 sf 3rd. floor balcony: 1-73 I C11 oil I q'-0" 18'-6" UP 17 R15Eg5 d O 11 M NOTES: 2— INDICATES NUMBER OF DOORS. 2— INDICATES NUMBER OF WINDOWS. FR — FRENCH DOORS SL — SIDE LIGHT FG — FIXED GLASS TR — TRANSOM GB — GLASS BLOCK PKT — POCKET DOOR OBS — OBSCURED GLASS TEMP — TEMPERED GLASS SH — SINGLE HUNG DH — DOUBLE HUNG HR — HORIZONTAL ROLLER BP — BYPASS SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. FBC-R NOTES GARAGE 1. THE DOOR BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE A 2'8" SELF—CLOSING DOOR WITH A MINIMUM FIRE RATING OF 20 MINUTES. 2. ALL DUCTS IN THE GARAGE SHALL BE A MINIMUM OF 26 GA. SHEET STEEL. 3. DRYWALL ON THE GARAGE SIDE OF THE WALL SEPARATING THE GARAGE AND THE RESIDENCE SHALL BE 1/2" GYPSUM BOARD. 4. DRYWALL ON THE GARAGE CEILING SHALL BE 1/2" GYPSUM BOARD. IF THERE IS A HABITABLE ROOM ABOVE THE GARAGE, THE GARAGE CEILING DRYWALL SHALL BE 5/8" "TYPE X" GYPSUM BOARD AND ALL SUPPORTING WALLS SHALL HAVE 1/2" GYPSUM BOARD. A/C COMPRESSOR AND PAD MOUNTING: THE COMPRESSOR SHALL BE ANCHORED TO PAD WITH 0.145 DIA. X 1 1/2" LENGTH, MECHANICAL FASTENERS WITH GASKETED WASHERS (ANCHORS). FOR UNITS BETWEEN 12" AND 24" INSTALL 2 ANCHORS PER SIDE (8 TOTAL). FOR UNITS BETWEEN 24" AND 36" INSTALL 3 ANCHORS PER SIDE (12 TOTAL). A SINGLE COMPRESSOR PAD SHALL BE 48"X48"X 3 1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH. A DOUBLE COMPRESSOR PAD SHALL BE 48"X96"X 3 1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH. STAIR NOTES 1. (17) EQUAL RISERS AT 7-7/16" EA 15) EQUAL TREADS AT 10" W/ 1" NOSING TOTAL TREAD DEPTH TO BE 11" MIN.) 2. TREADS SHALL BE 2x12's GLUED and NAILED (RIPPED DOWN AS REQUIRED) 3. RISERS SHALL BE 1x8's GLUED and NAILED (RIPPED DOWN AS REQUIRED) 4. LANDINGS SHALL BE CONSTRUCTED OF 2x8's @ 16" OC and DECKED W/ 3/4" T&G PLYWOOD GLUED and NAILED 5. STRINGERS SHALL BE 2x12's EQUALLY SPACED (TYP) 6. CONTINUOUS HANDRAILING TO BE @ 36" MIN. ABV. 2nd. FIN. FLR., STAIR LANDINGS, AND LEADING EDGE OF STAIR TREADS, AND TO HAVE INTERMEDIATE RAILS WHICH DO NOT ALLOW PASSAGE OF A 4" DIA. SPHERE OR MORE. Area Tabulations Living: let f loor: 1042 of 2nd floor: 1025 sf 3rd floor tower: 83 sf Total Living: 2150 sf entry porch: 161 sf let. floor patio: 5-73 elf garage: 544 elf unf inished storage: 351 sr 2nd. f loor balcony: 150 r2 2nd. floor patio: 222 sf 2nd. floor gar. balG: 108 sf 2nd. f loor rear patio: 123 sr 3rd. floor patio: 505 sf 3rd. floor balcony: 1-73 sf Total ,area: 5060 sf v N 0 = VOLUME OF ENCL05ED CONDITIONED AREA FOR THE BLOWER DOOR TESTING. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. 1st. & 2nd. Floor Plans Sc( ,Ie. 1/411=11,011 ONE o revisions m 4.30.18 ORIGINAL 1 I I.15.18 REV. I J I E D E 0 U01 °' x-H-� c 0 V y E L a � ° Q J 3N ° U01 °' x-H-� co co y x • (� 0 d-00 Wt() C ° a) E E N � N N N E o m v N 0 I Q� C a V 2 N Q x26 o a O N mLZ CA 10 0 3 nl • W O' 0) C W C.L. C 0 .E rn ° E U O w h--� o -�-� C Q v V J a 0 D, _ V) Z ~U U = J < ° v c ° w o 0) V m w o r %1 N a o O0 V / U 0 (n 0 C ° 0Q a U Z T v c J v a ° c v I— Q C 0 0 C v v U 0 V, iv D 3 0 E a 0 V) 0 L v c a D E T c D c D U v ° J v ° y 5 0 C a V N Q 0 O N W a w Q LD w h--� of w Q Cr V J LL D, _ V) Z U = J < U ° w o m w o r %1 N m o O0 V / U (n C ° 0Q a U Z J v a ° c I— Q C V) Ll 0 U iv 0 a a V) a U `o E E 0 U v L ) AN drawn by J.M.B. date NOVEMBER 15, 2018 REV. job no. 18.106 AN Sheet no. T N v m ° a EXTERIOR ROOFING MATERIAL SEE ELEVATIONS FOR TYPE SEE MFR. SPECIFICATIONS FOR CODE COMPLIANCE AND INSTALLATION 1/16" APA RATED SHEATHING, SEE STRUCTURAL ENGINEERING PRE -ENG. ROOF TRU55ES a 24" O.G., PER TRUSS MFR EAVE DRIP, VALLEY AND EDGE FLASHING SHALL BE 26 GA. METAL SEE MFR. SPECIFICATIONS FOR CODE COMPLIANCE AND INSTALLATION FASCIA —� SOFFIT O.H_(SEE ELE J 09 SEE FLOOR PLAN FOR WINDOW SIZE SIDING INSTALLED PER MFR SPEC. DOUBLE 2X TOP PLATE S.Y.P. '"2 1/16" APA RATED SHEATHING W/ WEATHER RESISTANT BARRIER SEE STRUCTURAL ENGINEERING P.T. 2X4 WRAPPED IN ALUMINUI^i SIDING INSTALLED PER MFR. SPEC. DOUBLE 2X TOP PLATE S.Y.P. *2 1/16" APA RATED SHEATHING W/ WEATHER RESISTANT BARRIER SEE STRUCTURAL ENGINEERING P.T. 2X4 WRAPPED IN ALUMINUM P.T. 2X4 WRAPPED IN ALUMINUM STARTER STRIP FOR SIDING APPLY A LIGHT COAT OF STUCCO TO FILL VOIDS AND HONEY COMB FINISH GRADE AAAAAAAA SEE ELEV. I S INSULATION FOR HEATED/COOLED AREAS (MATCH ENERGY CALCS.) DOUBLE 2X TOP PLATE S.Y.P. "2 VAPOR BARRIER ABOVE SOFFIT SEE WINDOW MFR. SPECIFICATIONS FOR CODE COMPLIANCE AND INSTALLATION DATA R -N9 INSULATION BATTS FOR HEATED/COOLED AREAS (MATCH ENERGY CALCSJ 2X SOLE PLATE 3/4" PLYWOOD SUBFLOOR FLOOR SYSTEM PER TRUSS MFR / LAYOUT WINDOW HEADER INSULATION FOR HEATED/COOLED AREAS (MATCH ENERGY CALCSJ 2X SOLE PLATE 3/4" PLYWOOD SUBFLOOR FLOOR SYSTEM PER TRUSS MFR. / LAYOUT WINDOW HEADER SEE WINDOW MFR. SPECIFICATIONS FOR CODE COMPLIANCE AND INSTALLATION DATA 2X STUDS * 16" O.C. SEE FLOOR PLAN INSULATION FOR HEATED/COOLED AREAS (MATCH ENERGY CALCS.) P.T. 2X BOTTOM PLATE 0'-0" FIN. FLR. —.� — MAIN HOUSE p �• II III—III—III—III—III III= III III tll—III III III II 11= III—III—III—III—III—III—II -III I=111=111=III—III—III—III- [I- III—III III—III III=III—I - -III-III-III-III=III- NOTE: SEE STRUCTURAL 11_111=III III=III= ENGINEERING FOR . � ° 1=111-III=III-III-II i • I-Ili-III-III=11 I- FOUNDATION TYPE AND 1=1 I 1=1 1 FOOTING SPECIFICATIONS. FRAME WALL SECTION WITH SIDING -- ---------------------T 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 I I I I 1z --------------------------- 5-71-611 I 2-6 11 21'-0" I 16'-6" 1 El WALL 10'-2" 101-101, 6 BRO. 21_8" -7'-6" _ _3'-1011_ -11-011 A.F.F. 2020 F.G. I 10' HDR. V. LANDING) I 3050 S.H. - N r5.5. F.O.1 I I I I © T HDR.MPERED) @ 10 HDRI 11 125— (ABV. LANDI O) I II E 5 STA I 3020 F.O. - - - V T. TOMER © -7HDR. 36" TAL WA L 3: I�I I I I VLT. 6 8 GLO. Z - 3068 m (SLOPE Bim. 2020 F.C. I I I I I J FR. DR. ROOFL I E 6" 01N.) 10 HDif. I I I �I �t �6 (ABV. LANPI ) 6� - - i PRE -PLUMB WETBAR cV I L------------ 10���--------- 16'-0" 1 15'-0" 1 6'-6" 1 2'-6" z i r L I - AIG I I I <I I I I ~I GOV'D. 7= ml o i PATIO i " 1 21'x22'6" cv I I I i 4 SLOPE DECX 1 1 I I" IN _ I I II I m II I 1. I6'-0" 0 1 N I I I L ------------ 8'_q fl 1 36" TALL RAI L I NO NOTE: ENC I NEER TO PERI FY INTERIOR ROOF TRUSS BEARI NC WITH THE ROOF TRUSS ENC I NEERI NC PRODUGED SPEG I F I GALLY FOR THIS PROJEGT. ENGINEER TO VERIFY EXTERIOR LOAD BEARING PAD SIZES $ LOGATION. 19M (ox(g P.T� _ —POSTS 41 C11-311 NOTES: 2- INDICATES NUMBER OF DOORS. 2- INDICATES NUMBER OF WINDOWS. FR - FRENCH DOORS SL - SIDE LIGHT FG - FIXED GLASS TR - TRANSOM GB - GLASS BLOCK PKT - POCKET DOOR OBS - OBSCURED GLASS TEMP - TEMPERED GLASS SH - SINGLE HUNG DH - DOUBLE HUNG HR - HORIZONTAL ROLLER BP - BYPASS SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. 0 o COMMUNITY DEVELOPMENT llvj APPROVED N O NOTE: 2X6 EXTERIOR WALLS MIN. UNLESS NOTED OTHERWISE WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. 3rd. Floor Plan Scale: 1/4"=1'-0" 0 M E 0 E 0 c 0 0 V) E L a � a 0 Lu C J U U- 3 Q N n t=_o o L a OPEN 4� BALG Q . LO N +, C c c •o a� i, N N n 1 36" TALL RAI L I NO NOTE: ENC I NEER TO PERI FY INTERIOR ROOF TRUSS BEARI NC WITH THE ROOF TRUSS ENC I NEERI NC PRODUGED SPEG I F I GALLY FOR THIS PROJEGT. ENGINEER TO VERIFY EXTERIOR LOAD BEARING PAD SIZES $ LOGATION. 19M (ox(g P.T� _ —POSTS 41 C11-311 NOTES: 2- INDICATES NUMBER OF DOORS. 2- INDICATES NUMBER OF WINDOWS. FR - FRENCH DOORS SL - SIDE LIGHT FG - FIXED GLASS TR - TRANSOM GB - GLASS BLOCK PKT - POCKET DOOR OBS - OBSCURED GLASS TEMP - TEMPERED GLASS SH - SINGLE HUNG DH - DOUBLE HUNG HR - HORIZONTAL ROLLER BP - BYPASS SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. 0 o COMMUNITY DEVELOPMENT llvj APPROVED N O NOTE: 2X6 EXTERIOR WALLS MIN. UNLESS NOTED OTHERWISE WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. 3rd. Floor Plan Scale: 1/4"=1'-0" 0 M E 0 E 0 c 0 0 V) E L a � a 0 C U 3 Q N n o L a 4� 0) � Q CTI •(n LO 00 +, C c c •o a� i, N N n Lo N vi N E o 0 0 L Q) 'L a 2 E w E a X o 0 0 o O m G_ 0) 0 3 N Q) — N C E 0 •C> •� L a E a o N -or a - O Q (D Z o c C VJ c� ^_ 0 � 0 0 D Q o o 0 U P Q C a 2) U) U) U J W 0 Q o W m w o :2VJ 0 m a� V L0 L F- 0 a U Q L 0 C 0 F U, U) 0 s 3 T E a 0 L 0 U L O L. C 0 0 E C 0 0 .__ L a -0 W a 0 0 U 5 a a 0 U Q n 0 0 a� 0 0 a r_1 w a 21 N O N 0 r0 a o w Q (D Z ( ] Z c� ^_ w � Q o o P a U J W Q o a_ m w o :2VJ N m V L0 F- a U Q Q F U) 2 T a 0 U 0 D C 0 L a a 0 V C 0 E E 0 U 0 -C 11 AN drawn by J.M.B. date NOVEMBER 15, 2018 REV. job no. 18-106 Sheet no. 2 SIDING INSTALLED PER MFR. SPEC. '1/16" APA RATED SHEATHING W/ WEATHER RESISTANT BARRIER SEE STRUCTURAL ENGINEERING -- CONTINUOUS CONTINUOUS 5x5 FLASHING ALONG WALL 1W DECK (W.R.B. OVERLAPS THE FLASHING) I DECK FLOOR JOISTS (EXTERIOR) FLOOR SYSTEM PER TRUSS MFR / LAYOUT ( INTERIOR) DECK FLASHING DETAIL 3,1, LEFT51DE ELEVATION sGALE, RIGHT 51DE ELEVATION I I I I � I I I I I O10'-6 3/4" P.F.F. Y @ 3rd. F.F.F. (TOWER) q' -O" BRC. @ 2nd. FIN. FLR. .� 7'-O" HDR. @ 2nd. FIN. FLR. 4 10'-6 3/4" A.F.F. _ Y @ 2nd. FIN. FLR. � q' -O" BRO-O" BRO. IF oL 8'-O" HDR. 0'-0" FIN. FLR. FRONT ELEVATION Cl/ , r-�„-, „_„ SGALE: 1/4"=I'—C" 5GALE: I/4"=1'-0" Oman DEVELOPMENT APPROVED )VER 'RIM OIL 8'-O" BRC. 3rd. FIN. FLR. 7'-0" HDR. © 2nd. FIN, FLR. q' -O" BRO. @ 2nd. FIN. FLR. 7'-0" HDR. @ 2nd. FIN. FLR. OL 10'-C 3/4" A.F.F. 2nd. FIN. FLR. q' -O" BRO. OL 8'-0" HDR. 0'-0" FIN. FLR. cl'-O" BRC. �(9 2nd. FIN. FLR. 7'-0" HDR. @ 2nd. FIN. FLR. OL 10'-6 3/4" Q.F.F. �����@2nd. FIN. FLR. ,h q' -O" BRC. -O" BRC. HDR. 0'-0" FIN. FLR. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Elevations Scale: AS NOTED c 0 m a 'Q 0 Q ' U 3 N V) a � O C) •(n O �� 0C 4-0 c a 0 >1 N N Ln N Cl) N o 0 L 0 O coE •� L• X 06 V O o O � m WC rn . O •> U C: L u o- C 0 C- 'c rn o E O N U n o T W C VJ N LL. O 0 o U Q c Q z o 0 _ULLJ > 0 W rn Q J 0 T N C z N L U = J o n' LJ m 0 C L'J L 0 > 0 M 0 VJ U 0 a 3 E o Lo aU J L 0 � U) U),_` c C w Q _c a E N T C d C T D N U C O L U L N N 'Q 0 U N O O C N L 0 U) 0 � WC O U C: u � N -0 O N LL. N o Q LLIn Q z o _ULLJ > p W rn Q J z W U = J o n' LJ m Q L'J o M O�D VJ U 0 o Z aU J � U) U),_` QQ) w Q _c N T d O U L N O C L a U 0 C 0 E E O U N s U) L L m E 0 drawn by J.M.B. date NOVEMBER 15, 2018 REV. job no. 18-106 Sheet no. 3 I I I5� TH5 X Al I- 1 1 1 1 1� /—moi -1 / / / / ---- // / ---�I /I�" FLR 5Y5M///////' ---1 /@ IO'F� /4/ A.F/F.- 1 ---A ----I r------------1 /' / I-_ -14" DECK—FLR_ — 1 5Y5TEM THIS AREA -I r - (9� 403,44 A�FFa / -------J r/ / / / , , / / I- — — -- — — — — — — — — - I 8�-1—/-----a-----d 2nd. FLOOR GO\/ERA(5E PLAN r— — — — — — — — — — — — I 18" FLR. SYSTEM 1 TH15 AREA 10'63/411 A.F.F. (9' BRO. BLW) -� -- — — —— --- / /-------- -- /-------- --- / /— ----- / --- --- — — — L cY5TMM THl5 AREA — — — M1 -Bit . IJP -A./ — -------------- - — — — — — — — ------ - — — — — — — — — ------------ — — — I----------- --- I-------- — ------------- ------------ ------------ - 3rd. FLOOR GOVERAGE PLAN SCALE: I/8"= I' -O" ROOF TNT GALGULATION: 2520 S.F. TOTAL RF. AREA DIV. E3 -r 500 = -7.7 (TOTAL S.F. OF VENTING NEEDED DIV. BT' 2 = 3.q S.F. OF RIDGE VENTS NEEDED DIV. E3Y 1.5 = 2.6 OR (5) — h' OFF—R I DC E VENTS ROOF FLAN 5GALE: 1/4"=l' -O" `OMMUNITY DEVELOPMENT APPROVED ROOF PLAN NOTES 1. All trusses shall be designed and certified by truss manufacturer's registered engineer. 2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. 3. All roof pitches are to be set as indicated on plans and elevations. 4. Top plate heights vary. See building sections, wall sections, and elevations for bearing heights. 5. Truss spacing shall be 24" o.c. unless otherwise noted. Conventional framing shall be 16" o.c. or as otherwise noted. 6. Overhangs will vary. See roof plan and exterior elevations. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Roof Plan Scale: AS NOTED a 0 •• V V N co °' XC 0 O) CO c •fn 0 .0 � 0 4-+ C o WN k N N Liz N fn (D o C) D E ° N c LO D 0 5 O 0 a m -2 _ •� O • � ._� a 0 cL N U 0 T V'n C l 6 O Q ~U DQ 6 N C LJ 0p cn > D w r Q J 0 V / LL- LU) 0 U) T c o J Q U wM 0 O n n W w L 0 C � '^ N m 0 v 0 c c � E a Q 0 V) Q) O a C L (D c c D E s 2, T C D T d O U D N c D U s a v 0 0 0 L D c D a Wc D O N O Q w DQ LJ 0p cn > w r Q J Ui c V / LL- LU) U) o J Q U wM O n n W w vi D � '^ N m v c � a Q V) Q) Q a C s 2, T d O U N s 0 s= D •L T a n U drawn by J.M.B. date NOVEMBER 15, 2018 REV. job no. L— 18-106 Sheet no.