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536 Beach Avenue NEW HOME DRAWINGSI I I I I - I I I I I I i I I I I I 50.0' PLAT 6 --- - -- 100' DEED 2/26/2M 2:08:25 PM I I I I I I I I I I I I I I rn Irn I0 J J m Im I I I � I I S P P o;o I I __j _J I � I I I 1 I I I I � � I � I I I I LOT 2, BLOCK 19 ATLANTIC BEACH W I P8 5 PG 69 1 LLJ I I I I I 50.0' PLAT _I_ _ _ — _ OCEAN BLVD (60' RW/) I I I I I I 1 I I I �I 2, ASC .2' (13.5') (13.6') 0' 1 [` 14.4 I O 19 RED _� 4.0 O0 1 hAETAL- AINNING 1.l'- 0.5- 4.7 �� ?� �J/// //// T. I I I I PC / v 2 � TWO STORY �g�A Ll � I 0 0 I LOT 3, BLOCK 19 RIGHT OF WAY ATLANTIC BEACH # 536 PB 5 PG 69 cn Ln EXCEPT THE E'LY � 50 FEET I APPROX I I� S5'01'11 "E IY 4 40.00 DEED 1 R m 0.2' SECTION ET 10.0'(R) 4' CW A11111 AIR CONDITIONER �I 2, ASC .2' (13.5') (13.6') 0' 1 [` 14.4 I O 19 RED _� 4.0 O0 1 hAETAL- AINNING 1.l'- 0.5- 4.7 �� ?� �J/// //// T. Abbrev, Code Description PC / v 2 � TWO STORY �g�A Ll LLJ N � LOT 4, BLOCK 19 oESIDFNCF „ow '/I, z3 -Y &ATTACHED ;� N 0 0 Q O - ATLANTIC BEACH PB 5 PG 69 ti; APARTMENT cc), RIGHT OF WAY Go O # 536 PG cn Ln FFF 13.71 (NAVD 88) j v � COV'D j APPROX APPROXIMATE MAP SHOW/fVG BOUNDARY SURVEY Or., THE SOUTHEAST CORNER OF LOT 3, BLOCK 19, ACCORDING TO PLAT OF ATLANTIC BEACH, FORMERLY THE PRQPERTY OF ATLANTIC BEACH CQRPCP.ATlON, RECORDED !N PLAT BCCK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, RUNNING 50 FEET EAST AND WEST AND 40 FEET NORTH AND SOUTH; THE SAID PROPERTY BEING THE SOUTH 40 FEET OF THE EAST 50 FEET OF LOT 3, BLOCK 19, ATLANTIC BEACH, RECORDED IN PLAT BOOK 5, PAGE 69, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ju.t r0.0' I GARAGE FLOOR - I ELEV. =13.57' jm x 06 _ (13. (13.6') I � - 50.0 PLAT '0.2' .7 © XCEPT THE NORTHERLY N5°01'49"W 10 FEET —_39.89 ACT _ -- EDGE OF ASPHALT 40.0' DEED OCK BEACH AVE. PARKING (40' R/W) ASPHALT ROAD 0 16 32 Feet BANKS & BANKS CONSULTING, INC. 83 WEST 91'11 STREET ATLANTIC BEACH, FL (904)-685-2800 FAX (904)-685-2345 A GEOSPATIAL COMPANY BANKSAN DBANKSCONSULTING.COM NOTES THIS IS A BOUNDARY SURVEY. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO409H DA FED 6-3-2013 BEARING DATUM BASED ON THE GPS MEASUREMENTS & E'LY R/W LINE OF BEACH AVE. BEING N05'01'49"W . THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. THIS SURVEY DOES NOT DETERMINE OWNERSHIP LICENSE BUSINESS NUMBER 7820 /HEREBY CERTIFY TO: LEAH SHERMAN OFFICE COPY Abbreviation Table Abbrev, Code Description PC POINT OF CURVATURE PT POINT OF TANGENCY POC P❑INT ON CURVE ❑RV OFFICIAL RECORDS VOLUME R/W RIGHT ❑F WAY ROW RIGHT OF WAY BK BOOK PG PAGE POB POINT OF BEGINNING COV'D COVERED STRUCTURE APPROX APPROXIMATE BLDG BUILDING CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CONDITIONER LH CHORD LENGTH L ARC LENGTH OH OVERHEAD ELECTRIC TR TRACT PT POINT OF TANGENCY PB PLAT BOOK IP IRON PIPE SECONDS A/C AIR C11NDITTnNiER NTS NOT T❑ SCALE 4 CENTRAL ANGLE Synod Table Cade Description Synbol LP I LIGHT POLE VAMVS WATER METER MV FLPN2 Hatch Table CONCRETE STEPS COVERED COVERED GRATE Synbol ruble Code Oescriptlan Symbol WATMET WATER METER FP CPIPF IRON PIPE CPDF NAlL AND DISK• F- NO TRAFFIC Sr BOX FS CTL CON TRDL IPS SETR8 (7820) THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE DEPT, OF AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 5J-17.050 FLORIDA ADMINISTRATIVE CODE S. FLORIDA REGISTER UYORS r� DARYL S. BANKS CERTIFICATE #6063 No 6063 DATE FEBRUARY 26, 2018 STATE OF SC:_A! E 1 1NrI4 = 16 FFFT � 'LOIR,OP �_o_ � JOB NO 16974 %�`w THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER. �W O_ cn o In 1. THI'' 2. ELE 3. FIN] 4. THE 5. THIS 6. LICEI 71 I 50.0' PLAT I I I I i I I I I I I I I i I I � I� J IO O I � I� I I I 1 I I I { I I 50.0' PLAT 0' PLAT a ----------------- 100' ---------------100' DEED YOR NOTES S A SITE PLAN. TION IN BRACKETS [00.00'1 ARE FINAL ELEVATIONS / GRADE. FLOOR ELEVATION BASED ON 1.2 ABOVE ADJACENT GRADE. MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT I ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC DS OR FACILITIES OF THIS COUNTY. ;URVEY DOES NOT DETERMINE OWNERSHIP I'E BUSINESS NUMBFR 7R7n GENERAL NOTES: 1. NO U14DERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO U ILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO A TEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR 0 NOTIFY THE PROPER AGENCIES. 4. ABSTf ACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS SURVEY. 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. 2. NO ARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLI ATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. I.OT 2, BLOCK 19 ATLANTIC BEACH PB 5 PG 69 OCEAN BLVD (60' RW/) 50.0' PLAT I I I I i i I I I I I I I I O I O� I� 129.7 LL CARPORT PAVERS 111 SF REAR PATIO I d LL4 ILn I� LOT 3, BLOCK 19 ^Ld LLl ATLANTIC BEACH W P8 5 PG 69 39.47% EXCEPT THE E'LY LOT 4, BLOCK 19 50 FEET I z I I� S5'01'1 I "E I� I o 40.00 DEED I / m 0.2' 0.2' 1- 1 a - (13.5') 4' CHAINLINK (13.6')2' [73.5'] ONC. [13.6'] 1b. PATIO •0 o_ 12' SETBACK I_ A/C ❑ I O 5.3 I -] 50.0' PLAT 0.5' (13.6') (13.6') [13_6 ]_- - 10.0 [13.6'] ----- - - - - -- 50.0 PL T 8.4 1o.D'(R) ---- OA '� .2' .7' ® -XCEP I IHS NORTHERLY N5'01'49'W 10 FEET _-_39.89VT - -_-- EDGE O�F ASPHALT 40.0' DEED 10' DRIVE WITH BEACH AVE. 5' FLARES (40' R/W) ENCHMARK NAIL&DISK ASPHALT ROAD ELEV. 13.66' NAVD 88 MAP SHOWING SITE PLAN OF.- THE SOUTHEAST CORNER OF LOT 3, BLOCK 19, ACCORDING TO PLAT OF ATLANTIC BEACH, FORMERLY THE PROPERTY OF ATLANTIC BEACH CORPORATION, RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, RUNNING 50 FEET EAST AND WEST AND 40 FEET NORTH AND SOUTH; THE SAID PROPERTY BEING THE SOUTH 40 FEET OF THE EAST 50 FEET OF LOT 3, BLOCK 19, ATLANTIC BEACH, RECORDED IN PLAT BOOK 5, PAGE 69, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ZVAR17-0015 JANUARY 16 2018 REQUEST: REQUEST FOR A VARIANCE AS PERMITTED BY SECTION 24-64, TO ALLOW FOR THE CONSTRUCTION OF A NEW TWO STORY HOME THAT WOULD INCREASE THE MAXIMUM PERMITTED HEIGHT OF 14 FEET AS REQUIRED FOR THIS LOT BY SECTION 24-82(C) TO 24 FEET; TO REDUCE THE MINIMUM GROUND FLOOR LIVING AREA FOR TWO STORY RESIDENTIAL DWELLINGS FROM 650 SQUARE FEET OF ENCLOSED LIVING AREA AS REQUIRED BY SECTION 24-82(J)(2) TO 564 SQUARE FEET OF ENCLOSED LIVING AREA; TO DECREASE THE FRONT YARD SETBACK FROM 20 FEET AS REQUIRED BY SECTION 24-106(E)(1) TO 10 FEET; TO DECREASE THE SIDE YARD SETBACKS FROM A COMBINED 15 FEET WITH A MINIMUM OF 5 FEET ON EITHER SIDE AS REQUIRED BY SECTION 24-106(E)(3) TO A COMBINED 10 FEET WITH A MINIMUM OF 5 FEET ON BOTH SIDES, AND TO DECREASE THE REAR YARD SETBACK FROM 20 FEET AS REQUIRED BY SECTION 24-106(E)(2) TO 12 FEET AT THE EAST 50 FEET OF LOT 3, BLOCK 19, ATLANTIC BEACH (AKA 536 BEACH AVENUE). SUMMARY: Z REQUEST TO CONSTRUCT A NEW TWO STORY HOME TO REPLACE AN EXISTING, NONCONFORMING, TWO STORY HOME ON A NONCONFORMING LOT THAT IS 50 FEET WIDE BY 40 FEET DEEP. THE HEIGHT OF THE NEW HOME WOULD BE 24 FEET, HOWEVER, THE MAXIMUM HEIGHT ALLOWED FOR A LOT OF THIS SIZE IS 14 FEET. THE NEW HOME WOULD BE LOCATED 5 FEET FROM THE SIDE PROPERTY LINES, 10 FEET FROM THE FRONT PROPEFTY LINE, AND 12 FEET FROM THE REAR PROPERTY LINE. LOT COVERAGE SQUARE FT(SF LOT SIZE 1,999 SF 5.0 I 129.7 LL CARPORT PAVERS 111 SF REAR PATIO 48 SF LL4 U i A/C PAD ^Ld LLl TOTAL W WO 39.47% Q LOT 4, BLOCK 19 I z TWO STORY w o / RESIDENCE N, CDy Z I 1 a 4, M 536 FFE. 14.80 U m I (NA)vfD 88) 00 O Z _ Ln QI w cn 0' i GARAGE FLOOR = I ELEV. =13.57' U I in 5.0 9.3 q/ 17.0/ 10' SETBACK 50.0' PLAT 0.5' (13.6') (13.6') [13_6 ]_- - 10.0 [13.6'] ----- - - - - -- 50.0 PL T 8.4 1o.D'(R) ---- OA '� .2' .7' ® -XCEP I IHS NORTHERLY N5'01'49'W 10 FEET _-_39.89VT - -_-- EDGE O�F ASPHALT 40.0' DEED 10' DRIVE WITH BEACH AVE. 5' FLARES (40' R/W) ENCHMARK NAIL&DISK ASPHALT ROAD ELEV. 13.66' NAVD 88 MAP SHOWING SITE PLAN OF.- THE SOUTHEAST CORNER OF LOT 3, BLOCK 19, ACCORDING TO PLAT OF ATLANTIC BEACH, FORMERLY THE PROPERTY OF ATLANTIC BEACH CORPORATION, RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, RUNNING 50 FEET EAST AND WEST AND 40 FEET NORTH AND SOUTH; THE SAID PROPERTY BEING THE SOUTH 40 FEET OF THE EAST 50 FEET OF LOT 3, BLOCK 19, ATLANTIC BEACH, RECORDED IN PLAT BOOK 5, PAGE 69, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ZVAR17-0015 JANUARY 16 2018 REQUEST: REQUEST FOR A VARIANCE AS PERMITTED BY SECTION 24-64, TO ALLOW FOR THE CONSTRUCTION OF A NEW TWO STORY HOME THAT WOULD INCREASE THE MAXIMUM PERMITTED HEIGHT OF 14 FEET AS REQUIRED FOR THIS LOT BY SECTION 24-82(C) TO 24 FEET; TO REDUCE THE MINIMUM GROUND FLOOR LIVING AREA FOR TWO STORY RESIDENTIAL DWELLINGS FROM 650 SQUARE FEET OF ENCLOSED LIVING AREA AS REQUIRED BY SECTION 24-82(J)(2) TO 564 SQUARE FEET OF ENCLOSED LIVING AREA; TO DECREASE THE FRONT YARD SETBACK FROM 20 FEET AS REQUIRED BY SECTION 24-106(E)(1) TO 10 FEET; TO DECREASE THE SIDE YARD SETBACKS FROM A COMBINED 15 FEET WITH A MINIMUM OF 5 FEET ON EITHER SIDE AS REQUIRED BY SECTION 24-106(E)(3) TO A COMBINED 10 FEET WITH A MINIMUM OF 5 FEET ON BOTH SIDES, AND TO DECREASE THE REAR YARD SETBACK FROM 20 FEET AS REQUIRED BY SECTION 24-106(E)(2) TO 12 FEET AT THE EAST 50 FEET OF LOT 3, BLOCK 19, ATLANTIC BEACH (AKA 536 BEACH AVENUE). SUMMARY: Z REQUEST TO CONSTRUCT A NEW TWO STORY HOME TO REPLACE AN EXISTING, NONCONFORMING, TWO STORY HOME ON A NONCONFORMING LOT THAT IS 50 FEET WIDE BY 40 FEET DEEP. THE HEIGHT OF THE NEW HOME WOULD BE 24 FEET, HOWEVER, THE MAXIMUM HEIGHT ALLOWED FOR A LOT OF THIS SIZE IS 14 FEET. THE NEW HOME WOULD BE LOCATED 5 FEET FROM THE SIDE PROPERTY LINES, 10 FEET FROM THE FRONT PROPEFTY LINE, AND 12 FEET FROM THE REAR PROPERTY LINE. LOT COVERAGE SQUARE FT(SF LOT SIZE 1,999 SF HOUSE I CARPORT FOOTING 11 SF CARPORT PAVERS 111 SF REAR PATIO 48 SF DRIVEWAY / WALK 63 SF A/C PAD ^Ld LLl TOTAL Y89 SF LOT COVERAGE 39.47% Q LOT 4, BLOCK 19 z ATLANTIC BEACH o �O PB5PG69 3.3 5.2 3 � O U) U � I o m ^ U 0' i GARAGE FLOOR I ELEV. =13.57' 50.0' PLAT 0.5' (13.6') (13.6') [13_6 ]_- - 10.0 [13.6'] ----- - - - - -- 50.0 PL T 8.4 1o.D'(R) ---- OA '� .2' .7' ® -XCEP I IHS NORTHERLY N5'01'49'W 10 FEET _-_39.89VT - -_-- EDGE O�F ASPHALT 40.0' DEED 10' DRIVE WITH BEACH AVE. 5' FLARES (40' R/W) ENCHMARK NAIL&DISK ASPHALT ROAD ELEV. 13.66' NAVD 88 MAP SHOWING SITE PLAN OF.- THE SOUTHEAST CORNER OF LOT 3, BLOCK 19, ACCORDING TO PLAT OF ATLANTIC BEACH, FORMERLY THE PROPERTY OF ATLANTIC BEACH CORPORATION, RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, RUNNING 50 FEET EAST AND WEST AND 40 FEET NORTH AND SOUTH; THE SAID PROPERTY BEING THE SOUTH 40 FEET OF THE EAST 50 FEET OF LOT 3, BLOCK 19, ATLANTIC BEACH, RECORDED IN PLAT BOOK 5, PAGE 69, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ZVAR17-0015 JANUARY 16 2018 REQUEST: REQUEST FOR A VARIANCE AS PERMITTED BY SECTION 24-64, TO ALLOW FOR THE CONSTRUCTION OF A NEW TWO STORY HOME THAT WOULD INCREASE THE MAXIMUM PERMITTED HEIGHT OF 14 FEET AS REQUIRED FOR THIS LOT BY SECTION 24-82(C) TO 24 FEET; TO REDUCE THE MINIMUM GROUND FLOOR LIVING AREA FOR TWO STORY RESIDENTIAL DWELLINGS FROM 650 SQUARE FEET OF ENCLOSED LIVING AREA AS REQUIRED BY SECTION 24-82(J)(2) TO 564 SQUARE FEET OF ENCLOSED LIVING AREA; TO DECREASE THE FRONT YARD SETBACK FROM 20 FEET AS REQUIRED BY SECTION 24-106(E)(1) TO 10 FEET; TO DECREASE THE SIDE YARD SETBACKS FROM A COMBINED 15 FEET WITH A MINIMUM OF 5 FEET ON EITHER SIDE AS REQUIRED BY SECTION 24-106(E)(3) TO A COMBINED 10 FEET WITH A MINIMUM OF 5 FEET ON BOTH SIDES, AND TO DECREASE THE REAR YARD SETBACK FROM 20 FEET AS REQUIRED BY SECTION 24-106(E)(2) TO 12 FEET AT THE EAST 50 FEET OF LOT 3, BLOCK 19, ATLANTIC BEACH (AKA 536 BEACH AVENUE). SUMMARY: Z REQUEST TO CONSTRUCT A NEW TWO STORY HOME TO REPLACE AN EXISTING, NONCONFORMING, TWO STORY HOME ON A NONCONFORMING LOT THAT IS 50 FEET WIDE BY 40 FEET DEEP. THE HEIGHT OF THE NEW HOME WOULD BE 24 FEET, HOWEVER, THE MAXIMUM HEIGHT ALLOWED FOR A LOT OF THIS SIZE IS 14 FEET. THE NEW HOME WOULD BE LOCATED 5 FEET FROM THE SIDE PROPERTY LINES, 10 FEET FROM THE FRONT PROPEFTY LINE, AND 12 FEET FROM THE REAR PROPERTY LINE. LOT COVERAGE SQUARE FT(SF LOT SIZE 1,999 SF HOUSE 540 SF CARPORT FOOTING 11 SF CARPORT PAVERS 111 SF REAR PATIO 48 SF DRIVEWAY / WALK 63 SF A/C PAD 16 SF TOTAL Y89 SF LOT COVERAGE 39.47% 0 16 32 -� Feet BANKS & BANKS CONSULTING, INC. 83 WEST 9TH STREET ATLANTIC BEACH, FL (904)-6852800 FAX (904)-686-2345 A GEOSPATIAL COMPANY BANKSANDBANKSCONSULTING.COM NOTES THIS IS A BOUNDARY SURVEY. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO409H DATED 6-3-2013 BEARING DATUM BASED ON THE GPS MEASUREMENTS & E'LY R/W UNE OF BEACH AVE. BEING N05'01'49"W . THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. THIS SURVEY DOES NOT DETERMINE OWNERSHIP LICENSE BUSINESS NUMBER 7820 I HEREBY CERTIFY TO: LEAH SHERMAN Synod Tnbte Cade Description Synbot LP LIGHT POLE VAMVS WATER METER MV ELPM2 PELF Hatch Tnbte CONCRETE STEPS COVERED COVERED GRATE t'� Synod T.W. code Oescriptian Synbd VATMET WATER METER FP CPIPF j IRON PIPE CPDF • TRAFFIC SIG Box CTL CONTR_ IPS SET J' R8 08207 THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE DEPT. OF AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 5J-17.050 FLORIDA ADMINISTRATIVE CODE S, FLORIDA REGISTER U MORS l� DARYL S. BANKS CERTIFICATE # 6063 NO 6063 DATE FEBRUARY 26, 2018 STATE OF I Ift SCALE 1 INCH = 16 FEET � OR 10t' �9 JOB NO 16974 ITHIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER. 8 3:48:41 PM 50.0' PLAT II I I I II �II I 50.0' PLAT ------------- 100' ------ ---- 100' DEE SURV YOR NOTES 1. THIS IS A SITE PLAN. MAP SHOWING SITE PLAN OF: THE SOUTHEAST CORNER OF LOT 3, BLOCK 19, ACCORDING TO PLAT OF ATLANTIC BEACH, FORMERLY THE PROPERTY OF ATLANTIC BEACH CORPORATION, RECORDED IN PLAT BOOK 5, PAGE 6% OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, RUNNING 50 FEET EAST AND WEST AND 40 FEET NORTH AND SOUTH; THE SAID PROPERTY BEING THE SOUTH 40 FEET OF THE EAST 50 FEET OF LOT 3, BLOCK 19, ATLANTIC BEACH, RECORDED IN PLAT BOOK 5, PAGE 69, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. _ ___---------- ----1 I 50.0' PLAT 50.0' PLAT I I � I I I I I I i i I I I I I I I I I Ia I I Id I 0 I- I I I� I I I I I I �I o� \�c I� z a Q I 1,999 SF HOUSE 540 SF CO CO 11 SF CARPORT PAVERS 111 SF REAR PATIO 48 SF R/W 0- ROW RIGHT OF WAY BK I PG PAGE POB P❑INT OF BEGINNING I n COVERED STRUCTURE APPROX APPROXIMATE BLDG BUILDING C❑NC CONCRETE R RADIUS SEC SECTION ET N Ln I I AC AIR CONDITIONER R I L LOT 3, BLOCK 19 OH OVERHEAD ELECTRIC TR TRACT i I POINT OF TANGENCY P PLAT BOOK N I`1 'IRON PIPE ATLANTIC BEACH SECONDS A/C AIR CONDITIONER NTS NOT TO SCALE D ICENTRAL ANGLE Symbol Table I-II- Description Symbol PB 5 PG 69 LIGHT POLE VAMVS VATER METER Ev FLPM2 S O O J EXCEPT THE E'LY 50 FEET I I i I I Irn I S5'01'11 "E I 40.00 OFED I CO L I 2' 0.2 0.0' 10-0'0" 0-0 (� t - I (13.5 4' CHAINLINK (13.6') 2 I [13.5'] [13.6'] .0' I � j 16.0 A/ C I ID 12' SETBACK O - - - i 7II .z9.�7 I LOT 2, BLOCK 19 ATLANTIC BEACH Lli C) w .o Lli PB 5 PG 69 2Ld r W v Z PROPOSED STORY " j 1iN W C) LOT 4, BLOCK 19 } w w TWO RESIDENCE Z w 0 (D ATLANTIC BEACH O Z U 6/ m a. FFE. 14 80 /Y3.3 0 3 00 PB t PG 69 D O Z 1w_ (NAVD 88) IY a 7 LC) _ Z U I o �o I m I J� . Q' i GARAGE FLOOR 10' , ELEV. =13.5%' SffTBACK I 50.0' PLAT 0.5' (13.s') (13.6') I [13.6'] _ [13.6'] 2. ELEV TION IN BRACKETS [00.00'] ARE FINAL ELEVATIONS / GRADE. 3. FINISI FLOOR ELEVATION BASED ON 1.2 ABOVE ADJACENT GRADE. 4. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOYN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECRDS OR FACILITIES OF THIS COUNTY. 5. THIS SURVEY DOES NOT DETERMINE OWNERSHIP 6. LICE SE BUSINESS NUMBER 7820 NOTES: 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO L TILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR TO NOTIFY THE PROPER AGENCIES. 4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 5. VER CAL DATUM BASED ON THE N.A.V.D OF 1988. LIMIT�D USE AND DISCLAIMER BY THE SE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS SURVEY. 1. THI SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OB IGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. 2/26/218 3.47:31 PM EDGE )F %50.0'VL 2' 7'AT 1o.o'(R) XCEPT THE 'If NORTIIERLY N5°01'AQ "W 10 FEET 39.89 !QCT _---- ASPHALT 40.0' DEED 0' DRIVE WITH 5' FLARES ENCHMARK NAIL&DISK ASPHALT ROAD ELEV. 13.66' NAVD 88 ---------- -- - --- - ZVAR17-0015 JANUARY 16, 2018 REQUEST: REQUEST FOR A VARIANCE AS PERMITTED BY SECTION 24-64, TO ALLOW FOR THE CONSTRUCTION OF A NEW TWO STORY HOME THAT WOULD INCREASE THE MAXIMUM PERMITTED HEIGHT OF 14 FEET AS REQUIRED FOR THIS LOT BY SECTION 24-82(C) TO 24 FEET; TO REDUCE THE MINIMUM GROUND FLOOR LIVING AREA FOR TWO STORY RESIDENTIAL DWELLINGS FROM 650 SQUARE FEET OF ENCLOSED LIVING AREA AS REQUIRED BY SECTION 24-82(J)(2) TO 564 SQUARE FEET OF ENCLOSED LIVING AREA; TO DECREASE THE FRONT YARD SETBACK FROM 20 FEET AS REQUIRED BY SECTION 24-106(E)(1) TO 10 FEET; TO DECREASE THE SIDE YARD SETBACKS FROM A COMBINED 15 FEET WITH A MINIMUM OF 5 FEET ON EITHER SIDE AS REQUIRED BY SECTION 24-106(E)(3) TO A COMBINED 10 FEET WITH A MINIMUM OF 5 FEET ON BOTH SIDES, AND TO DECREASE THE REAR YARD SETBACK FROM 20 FEET AS REQUIRED BY SECTION 24-106(E)(2) TO 12 FEET AT THE EAST 50 FEET OF LOT 3, BLOCK 19, ATLANTIC BEACH (AKA 536 BEACH AVENUE)_ SUMMARY: REQUEST TO CONSTRUCT A NEW TWO STORY HOME TO REPLACE AN EXISTING, NONCONFORMING, TWO STORY HOME ON A NONCONFORMING LOT THAT IS 50 FEET WIDE BY 40 FEET DEEP. THE HEIGHT OF THE NEW HOME WOULD BE 24 FEET, HOWEVER, THE MAXIMUM HEIGHT ALLOWED FOR A LOT OF THIS SIZE IS 14 FEET. THE NEW HOME WOULD BE LOCATED 5 FEET FROM THE SIDE PROPERTY LINES, 10 FEET FROM THE FRONT PROPEFTY LINE, AND 12 FEET FROM THE REAR PROPERTY LINE. LOT COVERAGE SQUARE FT(SFj LOT SIZE 1,999 SF HOUSE 540 SF CARPORT FOOTING 11 SF CARPORT PAVERS 111 SF REAR PATIO 48 SF DRIVEWAY / WALK _n__S_r_ A/C PAD 16 SF TOTAL 789 SF LOT COVERAGE 39.47% 0 16 32 Feet BANKS & BANKS CONSULTING, INC. 83 NEST 9TH s,rREF.T ATLANTIC BEACH, FL (904)-685-2800 FAX (904)-685-2345 A GEOSPATLaL COMP ANN BA-NKSAN DB.aNKSCONSULTING.C'O\ I NOTES THIS IS A BOUNDARY SURVEY. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO409H DATED 6-3-2013 BEARING DATUM BASED ON THE GPS MEASUREMENTS & E'LY R/W LINE OF BEACH AVE. BEING N05'01'49"W . THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. THIS SURVEY DOES NOT DETERMINE OWNERSHIP LICENSE BUSINESS NUMBER 7820 I HEREBY CERTIFY TO: LEAH SHERMAN Abbreviation Table Abbrev. Code Description PC P❑INT OF CURVATURE PT P❑INT OF TANGENCY POC P❑INT ON CURVE ❑RV OFFICIAL RECORDS VOLUME R/W RIGHT OF WAY ROW RIGHT OF WAY BK BOOK PG PAGE POB P❑INT OF BEGINNING COV'D COVERED STRUCTURE APPROX APPROXIMATE BLDG BUILDING C❑NC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CONDITIONER CH CHORD LENGTH L ARC LENGTH OH OVERHEAD ELECTRIC TR TRACT PT POINT OF TANGENCY PB PLAT BOOK IP 'IRON PIPE " SECONDS A/C AIR CONDITIONER NTS NOT TO SCALE D ICENTRAL ANGLE Symbol Table Code Description Symbol LP LIGHT POLE VAMVS VATER METER Ev FLPM2 Hatch Table CONCRETE STEPS COVERED COVERED GRATE Symbol Table Code Description Symbol VATMET VATER METER FP CPWF WN PIPE CPDF TRAFFICSIG Box CTL CONTROL IPS SET i' RB (7820) THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE DEPT. OF AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 5J-17.050 FLORIDA ADMINISTRATIVE CODE S. FLORIDA REGISTERErU MORS jF �! DARYL S. BANKS CERTIFICATE # 6063 NO 6063 DATE FEBRUARY 26, 2018 STATE OF ; SCALE 1 INCH = 16 FEET �4 OR OP �9 JOB NO 16974 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S_ BANKS, PSM 6063, AS TIMES TAMPED ON BORDER. .=Cach ,4 V4617UC LOT COVERAGE ASSESSMENT: Lot Size: 1999 sq, ft, HOUSE Cond. Living: 540 sf Carport Footing: 11 sf Carport - pavers: 111 sf (221/2) Q °'D Rear Patio - pavers: 48 sf (96/2) LL Driveway/Walk - pavers: 63 sf (126/2) 7 A/c pad: 16 sf Total Square Footage: -789 sf LOT COVERAGE: 39.4-7''. APPROVED SITS i�L�4N SCALE: 1" = 4'-O Revlslons SHEET ,4 - 1 V Z Z Q 713 0 Q °'D Q) L LL Q �m 7 a Qj Q U nn, In '� SHEET ,4 - 1 0 OI N Z Q 713 0 Q °'D p �m 7 a SHEET ,4 - 1 0 OI N Z Q z L� U p SHEET ,4 - 1 ts�ach ,4 v�nu� LOT COVERAGE ASSESSMENT: Lot Size- 1999 sq, ft, HOUSE Cond, Living: 540 sf Carport Footing: 11 sf Carport - pavers: 111 sf (221/2) Rear Patio - pavers: 48 sf (96/2) QzwQ Driveway/Walk - pavers: ro3 sf U p w N (126/2) A/c pad: 16 sf Total Square Footage: -189 sf LOT COVERAGE: 39,4-1% SITS i�L�4N SCALE: 1" = 4'-0 �'�visions 0 w�w O ff cw Q °-oQm QzwQ U p w N U Ozw�O 13 0-0 �i(Ldnz� O�(��00 LL F - Ju 0 zwz�z9 O}O�O(x UwUcnUQ... J-1-1 V w 0 � C� z U - Lu Q � S � U Q) Q) U nn, 1� c t m 11-1 �M S 17 L c Q 0 Q a 0 Oi N Z 0- 13z z �i Q LL u SHEET A - 1 r -------------- -- - ------------ 50.0' -----------50.0' PLAT I 50.0' PLAT I I I I I O I W � I D- I U � I In I I 50.0' PLAT p-- -- --- SURVEYOr NOTES 1. THIS IS AI SITE PLAN. I I I I I I I I I I F- < I - al o I --fl �I I I I P P \ S I i I I I I I L 0.0'- -dI i I I LOT 2, BLOCK 19 ATLANTIC BEACH LL1 C) I PB 5 PG 69 bi Ld I �o I Ln 00 I N DO O I Z Ln I I II 1 50.0' PLAT •5` 100' DEED 61- 2. ELEVATIO IN BRACKETS [00.00'1 ARE FINAL ELEVATIONS / GRADE. 3. FINISH FLOOR ELCVATION BASED ON 1.2 ABOVE ADJACENT GRADE. 4. THERE M Y BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. 5. THIS SUR Y DOES NOT DETERMINE OWNERSHIP 6. LICENSE USINESS NUMBER 7820 GENERALI NOTES: 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTILITES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES NOR TO NOTIFY THE PROPER AGENCIES. 4. ABSTRACI OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988. LIMITED E AND DISCLAIMER BY THE USE DF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS SURVEY. 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. 2. NO PAR Y SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY RE RODUCTION OF THIS SURVEY IS PROHIBITED. 3/1/2018 7152:29 AM Ld U Z w L.� Y z J z_ Q U u OCEAN BLVD (60' RW/) -------------- 1 50.0' PLAT I Q NC, I� O I� LOT 3, BLOCK 19 ATLANTIC BEACH PB 5 PG 69 I EXCEPT THE E'LY 50 FEET I I Ior) I S5'01'11 "E I a R .m dgc�u.2' 0.2' 10 00 - (13.5') 4' CHAINLINK (13.6') 2' [13.5']ONC. [13.6'] 16.0 x PATIO tt •0' A/C f t- 0 12' SETBACK ❑ I O - - - - - - - - 5.3 I J 5.0 ��9.7 } 1 Ld PROPOSED Ld TWO STORY Z N 0 LOT 4, BLOCK / RESIDENCE- ATLANTIC BE # 0 U D, I'M14.0 A O PB 5 PG 6 Gap cu. (NAW 88) %3.3 5.2 00 Lid in o m Ld 5.0 9.3 0/ 17V�' I 0' I GARAGE 10' SETBACK II ELEV. (13.6') - 10. o (13.6') [13.6'] _ [13.6'] 50.0 PL T ® 8.4 1o.o'(R) XCEPT THE 2' 7' } NORTHERLY f NZJI I'49'W 10 FEET 39.89 CT EDGE OF �SPHALT 40.0' DEED 10' DRIVE WITH BEACH AVE. 5' FLARES (40' R/W) ENCHMARK NAIL&DISK ASPHALT ROAD ELEV. 13.66' NAVD 88 MAP SHOWING SITE PLAN OF THE SOUTHEAST CORNER OF LOT 3, BLOCK 19, ACCORDING TO PLAT OF ATLANTIC BEACH, FORMERLY THE PROPERTY OF ATLANTIC BEACH CORPORATION, RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, RUNNING 50 FEET EAST AND WEST AND 40 FEET NORTH AND SOUTH; THE SAID PROPERTY BEING THE SOUTH 40 FEET OF THE EAST 50 FEET OF LOT 3, BLOCK 19, ATLANTIC BEACH, RECORDED IN PLAT BOOK 5, PAGE 69, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 19 ACH 9 FLOOR =13.57' ZVAR17-0015 JANUARY 16, 2018 REQUEST: REQUEST FOR A VARIANCE AS PERMITTED BY SECTION 24-64, TO ALLOW FOR THE CONSTRUCTION OF A NEW TWO STORY HOME THAT WOULD INCREASE THE MAXIMUM PERMITTED HEIGHT OF 14 FEET AS REQUIRED FOR THIS LOT BY SECTION 24-82(C) TO 24 FEET; TO REDUCE THE MINIMUM GROUND FLOOR LIVING AREA FOR TWO STORY RESIDENTIAL DWELLINGS FROM 650 SQUARE FEET OF ENCLOSED LIVING AREA AS REQUIRED BY SECTION 24-82(J)(2) TO 564 SQUARE FEET OF ENCLOSED LIVING AREA; TO DECREASE THE FRONT YARD SETBACK FROM 20 FEET AS REQUIRED BY SECTION 24-106(E)(1) TO 10 FEET; TO DECREASE THE SIDE YARD SETBACKS FROM A COMBINED 15 FEET WITH A MINIMUM OF 5 FEET ON EITHER SIDE AS REQUIRED BY SECTION 24-106(E)(3) TO A COMBINED 10 FEET WITH A MINIMUM OF 5 FEET ON BOTH SIDES, AND TO DECREASE THE REAR YARD SETBACK FROM 20 FEET AS REQUIRED BY SECTION 24-106(E)(2) TO 12 FEET AT THE EAST 50 FEET OF LOT 3, BLOCK 19, ATLANTIC BEACH (AKA 536 BEACH AVENUE). SUMMARY REQUEST TO CONSTRUCT A NEW TWO STORY HOME TO REPLACE AN EXISTING, NONCONFORMING, TWO STORY HOME ON A NONCONFORMING LOT THAT IS 50 FEET WIDE BY 40 FEET DEEP. THE HEIGHT OF THE NEW HOME WOULD BE 24 FEET, HOWEVER, THE MAXIMUM HEIGHT ALLOWED FOR A LOT OF THIS SIZE IS 14 FEET. THE NEW HOME WOULD BE LOCATED 5 FEET FROM THE SIDE PROPERTY LINES, 10 FEET FROM THE FRONT PROPEFTY LINE, AND 12 FEET FROM THE REAR PROPERTY LINE. OT COVERAGE SQUARE FT(SF LOT SIZE 1,999 SF HOUSE 540 SF CARPORT FOOTING 11 SF CARPORT PAVERS 111 SF REAR PATIO 48 SF DRIVEWAY / WALK 63 SF A/C PAD 16 SF TOTAL 789 SF LOT COVERAGE 39.47% GRADING DRAINAGE SYSTEM TYPE "A" iDENOTES FLOW DIRECTION 0 16 32 Feet BANKS & BANKS CONSULTING, INC. 83 WEST 9TH STREET ATLANTIC BEACH, FL (904)-6852800 FAX (904)-686-2345 A GEOSPATIAL COMPANY BANKSANDBANKSCONSULTING.COM NOTES THIS IS A BOUNDARY SURVEY. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO409H DATED 6-3-2013 I HEREBY CERTIFY TO: LEAH SHERMAN Abbreviation Table Abbrev, Code Description PC P❑INT OF CURVATURE PT P❑INT OF TANGENCY POC P❑INT ON CURVE ❑R V OFFICIAL RECORDS VOLUME R/W RIGHT OF WAY ROW RIGHT OF WAY BK BOOK PG PAGE POB POINT OF BEGINNING COV'D COVERED STRUCTURE APPR❑X APPROXIMATE BLDG BUILDING C❑NC CONCRETE R RADIUS SEC SECTI❑N ET ELECTRIC TRANSFORMER AC AIR CONDITIONER CH CHORD LENGTH L ARC LENGTH ❑H OVERHEAD ELECTRIC TR TRACT PT P❑INT OF TANGENCY PB PLAT BOOK IP IRON PIPE SECONDS A/C AIR CONDITIONER NTS NOT TO SCALE A CENTRAL ANGLE Symbol Table Code Description Symbol LP LIGHT POLE WAMVS WATER METER MV ELPME Hatch Table CONCRETE STEPS COVERED COVERED GRATE Symbol Table Code D-iption Symbol WATMET WATER METER FP CPIPF UZONPIPE rrhl.n 1-6m CPDF FMJNn TRAFFIC SIG CTL CONTROL IPS SET i' RB 000 THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE DEPT. OF AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 5J-17.050 FLORIDA ADMINISTRATIVE CODE S. FLORIDA REGISTER U MORS DARYL S. BANKS CERTIFICATE # 6063No 6063 BEARING DATUM BASED ON THE GPS MEASUREMENTS & E'LY R/W LINE OF BEACH AVE. DATE FEBRUARY 26, 2018 U4�!4ORVO* BEING N05'01'49"W . SCALE 1 INCH = 16 FEET THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. JOB NO 16974 THIS SURVEY DOES NOT DETERMINE OWNERSHIP LICENSE BUSINESS NUMBER 7820 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER O (D J J m .m I, S I I P P C4 I �, i S ~0 1 0 I I I I I I I 1 I � I 0.0' i i LOT 2, BLOCK 19 STRUCTURE APPROX ATLANTIC BEACH w LdLd (13.6') PB 5 PG 69 .0' I �r l+� 44 �u RADIUS LLJ�t C) w �OVERED O0 19 4.0 N :n O Y I J N O z L 00 O z j� 7 I 3:v pl I N S =1 I I mow//, &ATTACHEDN � I I 50.0' PLAT I 50.0' PLAT C.5' A/C 2/26/2018 2109.22 PM _-- -- i I I I I I i I I I I I I I I �v I �v I �N I � I i LOT 3, BLOCK 19 ATLANTIC BEACH i PB 5 PC; 6q EXCEPT THE E'LY 50 FEET I I� S5'01'11 "E I G 40.00 DEED J Im 0.2\ 2 4' CHAINLINK STRUCTURE APPROX APPROXIMATE A/C2' (13.6') CONC .0' I �r l+� 44 �u RADIUS SEC I ~ O �OVERED O0 19 4.0 ELECTRIC TRANSFORMER AC I J 22.5 z0 L ARC LENGTH OH j� TR 3:v pl TWO STORY REcInFNJ F N S w _ LLI N D LC p mow//, &ATTACHEDN IRON PIPE A N; APARTMENT # 536 A/C 3 00 If) FFF, 13.71 (NAVD 88) j — �t U7 F f 11.1/ /-0 0' x fA / 1 z F C ----- __ w(13.6.) 100' DEED50.0 PLAT o.o'(R) 0.1 2' .7' XCE'T THE NORTHERLY N5'01'49"W 10 F[ET 39.89 ACT _ EDGE OF ISPHALT 40.0 DEED OCK PARKING MAP SHOWING BOUNDARY SURVEY OF: THE SOUTHEAST CORNER OF LOT 3, BLOCK 19, ACCORDING TO PLAT OF ATLANTIC BEACH, FORMERLY 1 PROPERTY OF ATLANTIC BEACH CORPORATION, RECORDED IN PLAT BOOK 5, PAGE -9, OF THE CURRENT PUB RECORDS OF DUVAL COUNTY, FLORIDA, RUNNING 50 FEET EAST AND WEST AND 40 FEET NORTH AND SOU THE SAID PROPERTY BEING THE SOUTH 40 FEET OF THE EAST 50 FEET OF LOT 3, BLOCK 19, ATLANTIC BEAT RECORDED iiv PLAT BOOK 5, PAVE ti S, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIE ASPHALT ROAD BANKS & BANKS CONSULTING, INC. 83 HEST 9TH STREET ATLAN"CIC BEACH, FI, (904)-6852800 FAX (9(43)-685-2345 A GEOSPATIAL COMPANY BANKSANDBA N KSC'ONSULTIINTG.CY )x NOTES THIS IS A BOUNDARY SURVEY. FLOOD ZONE "X" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO409H DATED 6-3-2013 BEARING DATUM BASED ON THE GPS MEASUREMENTS & E'LY R/W LINE OF BEACH AVE. BEING N05'01'49"W . THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. THIS SURVEY DOES NOT DETERMINE OWNERSHIP LICENSE BUSINESS NUMBER 7820 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BY DARYL S. BANKS. PSM 6063, AS TIMESTAMPED ON BORDER. /HEREBY CERTIFY TO; LEAH SHERMAN vy v STRUCTURE APPROX APPROXIMATE BLDG BUILDING CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CONDITIONER CH I CHORD LENGTH H L ARC LENGTH OH OVERHEAD ELECTRIC TR TRACT PT POINT ❑F TANGENCY PB PLAT BOOK IP IRON PIPE _ " SECONDS A/C AIR CONDITIONER NTS NOT TO SCALE A CENTRAL ANGLE Symbol Toble Code Description Symbol LP LIGHT POLE VAMVS VATER METER Mil FI_PM? Hutch Tnble CONCRETE STEPS COVERED COVERED GRATE Symbol Tobl. Cade Description Symbol VATMET WATER METER FP CPIPF IRON PIPE CPDF A TRAFFIC SIG -... CTL CONTROL IPS SET I• RB (7820, THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE DEPT. OF AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 5J-17.050 FLORIDA ADMINISTRATIVE CODE FLORIDA REGISTERED SU EY DARYL S. BANKS CERTIFICATE #6063 DATE FEBRUARY 26, 2018 ' Cr'AI F 1 INCH = 16 FEET JOB NO 16974 No 6063 STATE OF A OR1OP HANDRAILS PER F5CR311,5,6: Handrails shall be provided on at least one side OF each continuous run of treads or flights of four or more risers, F5CR3ll,5,6.1 - HEIGHT: Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope shall not be less than 34" and not more than 38", EXCEPTION: When fittings are used to provide traneitlon between flights, transition From handrail to guardrail, or used at the start of the stair, the handrail height at the Fitting shall be permitted to exceed the maximum height. F15CR31LD,6,2: - Continuity: Handralls for stairways shall be continuous For the full length of the flight, from a point directly above the top nosing edge of the Flight to a poir, directly above the lowest nosing edge of the flight, Handrail ends shall be returned or shall terminate in newel or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2" between the wall and the handrails, EXCEPTIONS: 1) Handralls shall be permitted to be interrupted by a newel post at the turn and at the top of the flight, 2) The use of a volute, turnout, starting easing or newell shall be allowed over the lowest tread. HANDRAIL GRIP SIZE PER F5CR311,5,63: All required handrails shall be on to the following types to provide equivalent graspablllty, 1, Type I: Handralls with a circular cross-section shall have an outside diameter of at least 1-1/4" but not greater than 2 If the handrail is not circular it shall have a perimeter dimension of at least 4" but not greater than 6-1/4" with a mx, cross-section of dimension 2-1/4", 2, Type 2: Handralls with a perimeter of greater than 6-1/4" shall provide a graspable finger recess area on both sides of the profile, The finger recess shall begin with a distance of 3/4" measured vertically from the tallest portion of the profile, This required depth shall continue For at least 3/8" to a level than in not less than 1-3/4" below the tallest portion of the profile, The minimum width of the handrail above the recess ®hall be 1-1/4" to a maximum of 2-3/4", Edges shall have a minimum radius of o,ol" GUARDS: 8312,1 Required: Porches balconies or rated Floor surfaces located more than 30" above the floor or grade below shall have guards not less than 36" In height, Open sides of stairs with a total rise of more than 30" above the Floor or grade below shall have guards not less that 34" in height measured vertically from the nosing of the treads. Porches and decks which are enclosed with insect screening shall be provided with guards where walking surface is located more than 30" above the Floor of grade below. R312,2 - Guard opening limitations: Required guards on open sides of stairways, raised floor areas, balconies, and porches shall have intermediate rails of ornamental closures which do not passage of a sphere of 4" or more in diameter, EXCEPTIONS: 1) The triangular opening formed by the riser, tread, and bottom rail guars, at the open side of the stairway are permitted to be such a Size that a sphere of 6" cannot pass through, 2) Openings required for guards on the side treads of the rail shall not allow a sphere 4-3/8" to pass through, �y pEVEL�pMENZ ��MM�NIv E.t� Appy a M SID NCE 536 5sach AV(Snu(s Atlantic B(Sach, Florida GENERAL FRAMING/LAYOUT NOTES: APPLICABLE CODES: - FLORIDA BUILDING CODE 2011 6th EDITION. 1) EXTERIOR WALLS: NEW CONSTRUCTION: 1ST FLOOR: - 2x4 *25YP W/ R-13 INSULATION - 1/16" OSB W/' TYVEK OR EQ. OR OPTIONAL ZIPBOARD - HARDIBOARD - LAP SIDING 4 TRIM - 1/2 GYP, BOARD INTERIOR 2nd FLOOR: - 2x4 *2 SYP w/R-13 INSULATION - x/16" OSS W/ TYVEK OR EQ, ZIP -BOARD OPTIONAL - HARDIBOARD - LAP SIDING AND TRIM - INTERIOR - 1/2" SHEETROCK 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURERS SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND REQUIREMENTS AND STANDARDS, - optional GARAGE DOOR: SERIES 280 DL: 25/PSI TL: 3115/P5I - HOUSE -TO -GARAGE DOOR TO HAVE SELF -CLOSURE MECHANISM - WINDOWS LESS THAN 18" AFF TO BE SAFETY GLASS PER FBG -R 200-1-308 3) INTERIOR FRAMING 2X4 TYP., 2X& AT PLUMBING AND BEARING WALLS > 10' HT, FINISH 1/2" SHEETROCK MASONITE GREEN BOARD INSTALLED IN BATH AREA FLOOR COVERING AND ENTIRE BATH ENCLOSURES 4) PLATES: - MAIN IST FLOOR: 8'-1-1/8" PL - FLOOR JOISTS: 16" FLOOR ENGINEERED TJI JOISTS W/ 3/4" T 4 G CDX SUBFLOOR - 2ND FLOOR MAIN: g' -I-1/8" PL ---> 18'-�" TOP PL 5) - MAIN ROOF PITCH: 3/12,24" OVERHANG TYP. ***** ANY AND ALL MANUFACTURED FLOOR TRUSSES, ROOF TRUSSES, BEAMS OR FABRICATED MEMBERS TO BE DESIGNED AFTER ON-SITE DIMENSIONS AND CONDITIONS REQUIRED FOR SUITABILITY HAVE BEEN VERIFIED. * ROOF RAFTERS/JOISTS PER DESIGNS BY STRUCTURAL ENGINEER - METAL ROOF PANELS PER MANUF, SPECS - i/16" OSB ROOF DECK W/ *15 FELT TYP. - PEEL -N -STICK UNDERLAYMENT IN RIDGES 4 VALLEYS AND LOWERED PITCH ROOF AREAS - ICYNENE FOAM -SPRAYED ATTIC INSULATION TYP. 6) FOUNDATION: CMU FOOTING PER ENGINEER - VERIFY EXTERIOR BEARING WITH ENGINEER - VERIFY INTERIOR BEARING WITH ENGINEER -f) INSULATION AREAS TO INCLUDE: - ALL EXTERIOR WALLS - ALL WALLS ADJACENT TO UNCONDITIONED SPACES - ALL PLUMBING WALLS - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS 8) HVAC BY OTHERS (3) PLUMBING BY OTHERS 10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LICENSED STRUCTURAL ENGINEER OR TRUSS MANUFACTURER, GENERAL INFORMATION: - Construction Type: Type V5 - Unprotected, Unsprinklered - Building IS LOCATED in wind-borne debris region - Structure Height Of Addition 24'-011 +/- 4 Stories: 2 Story - Basic Wind Speed: PER ENGINEER - Wind Importance Factor: PER ENGINEER Exposure Category: PER ENGINEER - Internal Pressure Coefficient: PER ENGINEERS SPECS - SEE STRUCTURAL ENGINEERING SHEETS FOR ALL COMPONENTS, SPECS, CLADDING, AND INSTALLATION REQUIREMENTS iN ACCORDANCE WITH 2011' F,S.C,-RESIDENTIAL - 6th EDITION. SQUARE FOOTAGE ASSESSMENT: 1st Floor: i 565 sf 2nd Floor: 660 sf COND. SQ, FTG: 1225 sf Carport: 206 sf 2nd -Floor Porch -----100 sf Total Under Roof: 1531 sf THERMAL VOLUME: 10,648 cf INDEX of DRAWINGS: ARCHITECTURAL A-1 Site Plan A-2 lot Floor Plan 2nd Floor Plan A-3 Elevations - ALL A-4 1st -2nd Electrical Plans A-5 Wall Sections 4 Stairs A-6 Flashing Details STRUCTURAL 5-1 Foundation Plan 1st Floor Framing Plan - Schematic Layout Roof Framing Plan - Schematic Layout ATTACHMENTS NOT INCLUDED, Legal survey Truss Engineering Florida Energy Sheets Structural Engineering Revisions Q w o� W o� 0 0 OzwO z v�Z4 q00� O w U wn i.u40(L�-U zd) owl C) L W 13WUW fn zwz�z� O}O�OfY UwUNU(L z z � U � SHEET COVER � U ca i --i Q � LL LU Q) OQ a -C QQ) z z � U � SHEET COVER � mm� ca r � 317 LU OQ a z z � U � SHEET COVER CONST, i DUMPSTEf� ' PAVEMENT EDGE Y T--1 ISLAND mac 1"n PORT -O -LET LOT COVERAGE ASSESSMENT: Lot Size: 1999 sq, ft, HOUSE Cond, Living: 565 sf Carport Footing: it sf Carport - pavers: 103 sf (206/2) Rear Patio - pavers: 48 sf (96/2) Driveway/Walk - pavers: 51 sf (102/2) A/c pad: 16 sf Total Square Footage: -194 sf LOT COVERAGE: 39,12% COMMUNITY DEVELOPMENT APPROVED SITS N SCALE: I" . 4-0 �'e vts tons 0 w N o� (Y w O Q �-OQm OzwO �VU0 U �gOOa �w O w U U LL a1 U_ Z wnZuUiQO F- :3 Z 4 z Z OO 0 O W 0 UJ f 4 zWz�zO O}O�O(Y UwUct)U(L V lu Q Q) O � C� C: LL Uj Q) � � U 713 iL Ell �r a 0 N OI N Z II -� z � U N � to Q SHEET A — 1 29'-8" 4.. 21'-8" 52" wall W/ cap trim SUM R KITCHEN WOOD RAIL PER CODE AND OWNER SPEC, gas grill/wok Lu/ sink in SUNSET 5ALCON`1' O stainless-steel cab 2ND FLOOR DECK CANTILEVER: 2x12 PT JOISTS SET BACK 96" TO SPAN 48" 3/4" T4G CDX SUBFLOOR FLASHED AND SEALED W/ "VULKEM" WEATHERPROOFING. NON-SKID TILE SURFACE PER OWNER SPEC 3'-O" FIB uc door 603473 HS O underca{� _ O O over a Q -f ) refrfg I O �00 --micro- - C vered cooktop w/ hood orch i� S.S. countertops i V - DW SINK d) 2 ro 2'-6" 3'-2" 3'-O"-----------0"-----�' --- 4'-0' cn m _ U ----- ---------------- --- O ' O 2030 cen t 2468 pk shelves ISLAND GAB +113.815" below W/ SEATING 2nd floor +109.315° .. IIS mmill 4x4 PT POST W/ Ix GAP t BASE MOULDING; �1 0 4x4 PT POST N W/ Ix CAP d BASE MOULDING 2x6 STAIRWELL WALLS OPEN TREAD STAIRS 6x6 RADIAL POST 10" TREADS x 1.125" RSRS - 16 - R311,1,5,2 GENERAL FRAMING/LAYOUT NOTES: APPLICABLE CODES: - FLORIDA BUILDING CODE 2017 6th EDITION. 1) EXTERIOR WALLS: NEW CONSTRUCTION: IST FLOOR: - 2x4 026YP W/ R-13 INSULATION 7/16" OSB W/' TYVEK OR EQ, OR OPTIONAL ZIPBOARD - HARDIBOARD - LAP SIDING < TRIM - 1/2 GYP- BOARD INTERIOR 2nd FLOOR: 2x4 02 SYP w/R-13 INSULATION - 1/16" OSB W/ TYVEK OR EQ, ZIP -BOARD OPTIONAL - HARDBOARD - LAP SIDING AND TRIM INTERIOR - 1/2" SHEETROCK 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND REQUIREMENTS AND STANDARDS. - optional GARAGE DOOR: SERIES 280 DL: 25/PSI TL: 37.5/PSI - HOUSE -TO -GARAGE DOOR TO HAVE SELF -CLOSURE MECHANISM - WINDOWS LESS THAN 18" AFF TO BE SAFETY GLASS PER FBG -R 2001-308 3) INTERIOR FRAMING 2X4 TYP., 2X6 AT PLUMBING AND BEARING WALLS > 10' HT, FINISH 1/2" SHEETROCK •••• MASONITE GREEN BOARD INSTALLED IN BATH AREA FLOOR COVERING AND ENTIRE BATH ENCLOSURES 4) PLATES: - MAIN IST FLOOR: 8' -I -I/8" PL - FLOOR JOISTS: 16" FLOOR ENGINEERED TJI JOISTS W/ 3/4" T 4 G CDX SUBFLOOR - 2ND FLOOR MAIN: 9' -I -I/8" PL ---> IS' -1" TOP PL 5) - MAIN ROOF PITCH: 3/12,24" OVERHANG TYP. ••••• ANY AND ALL MANUFACTURED FLOOR TRUSSES, ROOF TRUSSES, BEAMS OR FABRICATED MEMBERS TO BE DESIGNED AFTER ON-SITE DIMENSIONS AND CONDITIONS REQUIRED FOR SUITABILITY HAVE BEEN VERIFIED. • ROOF RAFTERS/JOISTS PER DESIGNS BY STRUCTURAL ENGINEER - METAL ROOF PANELS PER MANUF. SPECS - 1/16" OSB ROOF DECK W/ 015 FELT TYP. - PEEL -N -STICK UNDERLAYMENT IN RIDGES t VALLEYS AND LOWERED PITCH ROOF AREAS - ICYNENE FOAM -SPRAYED ATTIC INSULATION TYP. 6) FOUNDATION: CMU FOOTING PER ENGINEER - VERIFY EXTERIOR BEARING WITH ENGINEER - VERIFY INTERIOR BEARING WITH ENGINEER 1) INSULATION AREAS TO INCLUDE: - ALL EXTERIOR WALLS - ALL WALLS ADJACENT TO UNCONDITIONED SPACES - ALL PLUMBING WALLS - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS 8) HVAC BY OTHERS 9) PLUMBING BY OTHERS 10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LICENSED STRUCTURAL ENGINEER OR TRUSS MANUFACTURER. 29'-8" 12'-8" 14'-O" 01 2ND FLOOR DECK CANTILEVER — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O Paver Patio OUTDOOR SHOWER Ba h I COND. SQ, FTG: E m 151K ES I I I 100 sf U IIX oil - - - - L 12' x 6'-8 £Gz SINK Q � z A/C � CHASE 0 I I X 1,5 rsrs Q _ U ' Q 10' 36" wall' _ - SHOW w/ cap S' GREAT ROOM i a L u 9' -I -I/8" PL x8 CANTILEVERED cc) ., �Q 0 Mal JOISTS u 3'-0 Q 0 � < 0 o I] 'in Lu Z � Q 73 � 2 � ' -n i 0 �t 4046 csmt 2668 KT"') 404rc csmt 4046 csmt 4046 csmt W ; 13m 4'-811 3'-9" 3-4 I- 2'-10" 3-O 3-( 9'-6" z 16'-10" 2nd floor +109.315° .. IIS mmill 4x4 PT POST W/ Ix GAP t BASE MOULDING; �1 0 4x4 PT POST N W/ Ix CAP d BASE MOULDING 2x6 STAIRWELL WALLS OPEN TREAD STAIRS 6x6 RADIAL POST 10" TREADS x 1.125" RSRS - 16 - R311,1,5,2 GENERAL FRAMING/LAYOUT NOTES: APPLICABLE CODES: - FLORIDA BUILDING CODE 2017 6th EDITION. 1) EXTERIOR WALLS: NEW CONSTRUCTION: IST FLOOR: - 2x4 026YP W/ R-13 INSULATION 7/16" OSB W/' TYVEK OR EQ, OR OPTIONAL ZIPBOARD - HARDIBOARD - LAP SIDING < TRIM - 1/2 GYP- BOARD INTERIOR 2nd FLOOR: 2x4 02 SYP w/R-13 INSULATION - 1/16" OSB W/ TYVEK OR EQ, ZIP -BOARD OPTIONAL - HARDBOARD - LAP SIDING AND TRIM INTERIOR - 1/2" SHEETROCK 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND REQUIREMENTS AND STANDARDS. - optional GARAGE DOOR: SERIES 280 DL: 25/PSI TL: 37.5/PSI - HOUSE -TO -GARAGE DOOR TO HAVE SELF -CLOSURE MECHANISM - WINDOWS LESS THAN 18" AFF TO BE SAFETY GLASS PER FBG -R 2001-308 3) INTERIOR FRAMING 2X4 TYP., 2X6 AT PLUMBING AND BEARING WALLS > 10' HT, FINISH 1/2" SHEETROCK •••• MASONITE GREEN BOARD INSTALLED IN BATH AREA FLOOR COVERING AND ENTIRE BATH ENCLOSURES 4) PLATES: - MAIN IST FLOOR: 8' -I -I/8" PL - FLOOR JOISTS: 16" FLOOR ENGINEERED TJI JOISTS W/ 3/4" T 4 G CDX SUBFLOOR - 2ND FLOOR MAIN: 9' -I -I/8" PL ---> IS' -1" TOP PL 5) - MAIN ROOF PITCH: 3/12,24" OVERHANG TYP. ••••• ANY AND ALL MANUFACTURED FLOOR TRUSSES, ROOF TRUSSES, BEAMS OR FABRICATED MEMBERS TO BE DESIGNED AFTER ON-SITE DIMENSIONS AND CONDITIONS REQUIRED FOR SUITABILITY HAVE BEEN VERIFIED. • ROOF RAFTERS/JOISTS PER DESIGNS BY STRUCTURAL ENGINEER - METAL ROOF PANELS PER MANUF. SPECS - 1/16" OSB ROOF DECK W/ 015 FELT TYP. - PEEL -N -STICK UNDERLAYMENT IN RIDGES t VALLEYS AND LOWERED PITCH ROOF AREAS - ICYNENE FOAM -SPRAYED ATTIC INSULATION TYP. 6) FOUNDATION: CMU FOOTING PER ENGINEER - VERIFY EXTERIOR BEARING WITH ENGINEER - VERIFY INTERIOR BEARING WITH ENGINEER 1) INSULATION AREAS TO INCLUDE: - ALL EXTERIOR WALLS - ALL WALLS ADJACENT TO UNCONDITIONED SPACES - ALL PLUMBING WALLS - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS 8) HVAC BY OTHERS 9) PLUMBING BY OTHERS 10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LICENSED STRUCTURAL ENGINEER OR TRUSS MANUFACTURER. 29'-8" 12'-8" 14'-O" 01 2ND FLOOR DECK CANTILEVER — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O Paver Patio OUTDOOR SHOWER IL 7 LQ 2 O MOVEABLE CUSTOM BED 2'f" 4'-411 t WALL PER OWNER SPEC 8'-1 " i 2x8 CANTILEVERED 80-1 CO JOUSTS ABOVE 4 I IRON BOARD lo" lcqcy up I cj I _ 1'-8.. ' ro'-�� r- 4' 6" '10, 10yO" 1O" md BE�OUI I , TAGKE COMMUNITY DEVELOPMENT APPROVED 2x6 WEST WALL RINNAI TANKLESS WTR HTR WTR SOFT O 13'-10" 2x6 WEST WALL 2nd Floor ----660 I COND. SQ, FTG: 4020 csmt 151K ES I I I 100 sf � IIX oil - - - - L 12' x 6'-8 £Gz SINK Q z SHOWER � treads 0 I I X 1,5 rsrs Q _ U Q ui z3'-2" i a L u - 4'- -' cc) Lu �Q 0 Mal Q 0 � < 0 o I] 'in Lu Z � Q 73 � 2 � SHEET. �t 2668 KT"') W ; 13m 3-4 I- 2'-10" 3-O 3-( z MASTER £SED OOM - PL �_Int HVAG bidet comb IL 7 LQ 2 O MOVEABLE CUSTOM BED 2'f" 4'-411 t WALL PER OWNER SPEC 8'-1 " i 2x8 CANTILEVERED 80-1 CO JOUSTS ABOVE 4 I IRON BOARD lo" lcqcy up I cj I _ 1'-8.. ' ro'-�� r- 4' 6" '10, 10yO" 1O" md BE�OUI I , TAGKE COMMUNITY DEVELOPMENT APPROVED 2x6 WEST WALL RINNAI TANKLESS WTR HTR WTR SOFT O 13'-10" CARPORT PL - +12" STEP [��ff cYl 2-2030 FG ".3CO - - - _ - - - Vent LU001D - - - - - - - - - - -' framed wi SHELVES ow box per oLiner spec 4'-8° 1st floor 7 2nd Floor ----660 sf COND. SQ, FTG: cn 151K ES I I I 100 sf � IIX oil - - - - L DEEP � I SINK Q } � CARPORT PL - +12" STEP [��ff cYl 2-2030 FG ".3CO - - - _ - - - Vent LU001D - - - - - - - - - - -' framed wi SHELVES ow box per oLiner spec 4'-8° 1st floor �4 r I 48x30 Conc, Stair pad Ist Floor: 7 2nd Floor ----660 sf COND. SQ, FTG: 1225 sf Carport: ' II 100 sf Total Under Roof: 1531 sf oil - - - - L � I Lu Q } � treads 0 I I X 1,5 rsrs Q _ U Q ui s i a L u �4 r I 48x30 Conc, Stair pad Ist Floor: 565 sf 2nd Floor ----660 sf COND. SQ, FTG: 1225 sf Carport: 206 sf 2nd Floor Porch: 100 sf Total Under Roof: 1531 sf Rev/sJons 0 w � O � w Q/ w �- O Qzwo Up 73 Lu w N �� }w U u- (L W O-w1U� u- aj u - N Z z W p 0 u-i4O(L�U (L d) Z ::3 z N W 0 F ZFWdzz O O O W O O :n Ju 13 O U d) ZwZ(YZ� UWUd)U(L Jr -u CIDV L Q Q) L Lu Q } ) la � � U ca ui O a L u cc) Lu �Q 0 Mal Q (Y- < 0 o I] 'in Lu Z Q 73 � U Q) Q SHEET. A-2 FRAME FOR S. i _ 2ND FIN FL = m 1ST FL PL i NEW IST FIN FL FRAME STEPS TO PAVER PATIO T- 2ND FIN FL 1ST FL PL i O GARAGE FIN FL FRAMED STAT M701 _ANDING �2 3 mail 10 ME MI Loll m South Side elevation I 3 North Side Elevat'io� METAL ROOF PANELS PER MAUF SPECS 6" PAINTED FASCIA W/ VENT;=D VINYL SOFFITS 4" HARDIPLANK FRIEZE 12" LEDGER TRIM HARDILAP SIDING t TRIM AS SHOWN 4x4 PT POSTS W/ Ix CAP AND BASE MOULDING TO HEADER BEAM SOFFIT 2ND FIN_F IST FL PL HARDILAP SIL W/ 4" ACCENT PANEL METAL RC PER M, 6" PAIN W/ VENTED VII 4" HARDIPL 12" LE HARDILAP SIDING a TRII` CANTILEVERED DECK JOISTS W/ ALUM RAILING PER CODE BETWEEN 4X4 NEWELS _ 2N1) FIN FL \ - i IST FL PL 2" LINTEL Al W/' 4" TRIM AND AC i MOUNTED HARDILAP MAIN FIN FL I I-%%vCA1 4.. I Qi Y U V I VT I WOOD AWNING S-{AOF AME WALL R S.K. CANTILEVERED DECK JOISTS W/ ALUM RAILING PER CODE BETWEEN 4X4 NEWELS COMMUNITY DEVELOPMENT APPROVED W/ 4x16 BRACKETS Front Elevation a �'�visions a WLU O a� Q�..zUm O U T) w d�LL0 U�w`n } w - U v�z a Z Q �w O � U w N v 0 0 ti. a- 0 Irk() d) ::3 O 0 z4 O�OwO� :3w0(Y�O zwZ�Z (3}OOfY U w U d) U (L c� V Uj Q Q) _o V / /�� LU Q) Q) ca Q) V c 317 Q (X a � 0 � Z d " � -I - �- z Z � � LL U d) � 0 SHEET A-3 gas grill/wok LU/ sink In stainless-steel cab SUMMER SUNSET BALGON*' KITG HEN e O i � 'V, J O cook_ w/ hood 'P - - IDW SINK 1 � o 0 -fib _ � -----------------� - -- ♦------------ _ r -------------- EI ECTRICAL ___ _______ i IFY ---4--- GREAT ROOM ' 1 I w 2nd floor electrical 1p — - below landing ELECTRICAL COUNT SYMBOL ceiling fan globe 1 4 + pendant globe 4 0 baseboard heater 1 2 0 electrical panel 2 ceiling globe light 2 fluorescent fixture 3 recessed hi -hat 2-1 O under-caninet light 3 wall mount 1 9 Q wall mount 2 8 cable tv outlet 3 T fan 3 outlet 25 outlet 220v 5 HIGH - EFFICACY HICx�-I- EFFIGACY HIGH - EFFICACY HIGH - EFFICACY HIGH - EFFICACY GENERAL INSTALLATION NOTES: 1) VERIFY ALL FIXTURES, TYPES, STYLES AND LOCATIONS ON SITE WITH OWNERS AND CONTRACTOR. 2) ANY DISCREPANCIES, OMISSIONS, OR OVERAGES TO BE ADDRESSED PRIOR TO INSTALLATION. 3) ARC -FAULT CIRCUIT INTERRUPTERS INSTALLED OUTLETS AS REQUIRED PER FBC 5tH ED - E 3902.12, AND AS DESCRIBED IN NEC 210.12 - TO INCLUDE: ALL BEDROOMS, LIVING, DINING, DEN, REC ROOMS, HALLWAYS AND CLOSETS. 4) ALL SMOKE DETECTORS TO BE INTERCONNECTED. 5) VERIFY POOL AND LANDSCAPE REQUIREMENTS W/ OWNER, CONTRACTOR, a SUB -CONTRACTORS. 6) MINIMUM 15% HIGH -EFFICACY LIGHTING REQUIRED PER FBG 5th ED - ENERGY CONSERVATION R404 NOTED FIXTURES INDICATED ON SCHEDULES: - TOTAL HI -EFF: 40 - 16.92% TOTAL FIXTURES: 52 (o) TYPICAL SERVICE REQUIRED: AMP. r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I Paver Patio I - b I I Al \ _ _• - — SHOWER /---�-� tim� er �� ♦ - ' Q MASTER BEDROOM O IFLOOR - VERIFY ♦ �b ' ,f-i♦c+-1 / - � ven GARPOR�T '�z opener I j – – – – – – – – – – BIKES 1st floor electrical RINNAI TANKLESS WTR HTR WTR SOFT Re vis ions O 1111 113 O � w O p w O� N �O 4 � zn z w Q U_ O U�U, U u(YZz d d 0 O W U a1u cqZ Q Z UJI w40(L�U mZ� �Nu`)iQ�� O q O O F- LL O W t= U 13 LULI 0 W:3 2 H F- lyUcar) zWZ Z� O>() (3 UWUc)0(L Uj v Z L ._ ,..0 �(! V ca l �Ll � O a °Cq a z o0 Q ° � z Q) .. U Q) N � Q 5�4EET A-4 9'-4" 2ND FLOOR CEILING PL THRUST BLOCK (3) 2" X 12" STRINGERS SECURED TO SLAB 5 TREADS 6 10" _j 6 RISERS G 1,125" 6TAIRWAY LAYOUT HANDRAILS PER F15CR311,5,6: - PER 201 -1 -FBG -R -6th EDITOIN Handrails shall be provided on at least one side of each continuous run of treads or flights of four or more risers, FBCR311,5,6,1 - HEIGHT: Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope shall not be less than 34" and not more than 38". EXCEPTION: When fittings are used to provide transition between flights, transition from handrail to guardrail, or used at the start of the stair, the handrail height at the fitting shall be permitted to exceed the maximum height, F5CR3ll,5,6,2: - Continuity: Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top nosing edge of the flight to a point directly above the lowest nosing edge of the flight, Handrall ends shall be returned or shall terminate in newel or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2" between the wall and the handrails. EXCEPTIONS: 1) Handrails shall be permitted to be interrupted by a newel post at the turn and at the top of the flight, 2) The use of a volute, turnout, starting eaefng or newel) shall be allowed over the lowest tread, HANDRAIL GRIP SIZE PER FBCR311,5,6,3: All required handrails shall be on to the following types to provide equivalent graspability, I. Type 1: Handrails with a circular cross-section shall have an outside diameter of at least 1-1/4" but not greater than 2", If the handrail is not circular it shall have a perimeter dimension of at least 4" but not greater than 6-1/4" with a mx, cross-sectlon of dimension 2-1/4". 2, Type 2: Handralls with a perimeter of greater than 6-1/4" shall provide a graspable finger recess area on both sides of the profile, The finger recess shall begin with a distance of 3/4" measured vertically from the tallest portion of the profile, This required depth shall continue for at least 3/8" to a level than in not less than 1-3/4" below the tallest portion of the profile, The minimum width of the handrail above the recess shall be 1-1/4" to a maximum of 2-3/4". Edges shall have a minimum radius of o,ol" GUARDS: 8312,1 Required: Porches balconies or rated floor surfaces located more than 30" above the floor or grade below shall have guards not less than 36" in height, Open sides of stairs with a total rise of more than 30" above the floor or grade below shall have guards not less that 34" In height measured vertically from the nosing of the treads. Porches and decks which are enclosed with insect screening shall be provided with guards where walking surface is located more than 30" above the floor of grade below, 8312,2 - Guard opening limitations: Required guards on open sides of stairways, raised floor areas, balconies, and porches shall have intermediate rails of ornamental closures which do not passage of a sphere of 4" or more In diameter, EXCEPTIONS: 1) The triangular opening formed by the riser, tread, and bottom rail guard at the open side of the stairway are permitted to be such a size that a sphere of 6" cannot pass through, 2) Openings required for guards on the side treads of the rail shall not allow a sphere 4-3/8" to pass through, I V ICYNENE FOAM INSULATION 1/2" GYP BD, CEILING TAPED AND SPRAYED --► I G 8 RISERS 6 1,125' G c� C 1 TREADS m 10" 1/2" GYP. BD, G TAPED AND PAINTED G TOTAL HC3T = 113,815" R-13 BATT G INSULATION P !/:2u I i Q� 2" X 6" LEDGER NOSING 6x6 NEWEL SUPP RT 3/4" SUB -FLOOR r 2X6 LANDING JOI T �i 16,15" FLR SYS W/ 1/2" CD LANDING HGT = 1" REFER TO TJI INSTALLATION LAYOUT FOR JOIST REQUIREMENTS - - A TOP OF STAIRWAY IP (3) 2" X 12" STRINGERS (P THRUST BLOCK (3) 2" X 12" STRINGERS SECURED TO SLAB 5 TREADS 6 10" _j 6 RISERS G 1,125" 6TAIRWAY LAYOUT HANDRAILS PER F15CR311,5,6: - PER 201 -1 -FBG -R -6th EDITOIN Handrails shall be provided on at least one side of each continuous run of treads or flights of four or more risers, FBCR311,5,6,1 - HEIGHT: Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope shall not be less than 34" and not more than 38". EXCEPTION: When fittings are used to provide transition between flights, transition from handrail to guardrail, or used at the start of the stair, the handrail height at the fitting shall be permitted to exceed the maximum height, F5CR3ll,5,6,2: - Continuity: Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top nosing edge of the flight to a point directly above the lowest nosing edge of the flight, Handrall ends shall be returned or shall terminate in newel or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2" between the wall and the handrails. EXCEPTIONS: 1) Handrails shall be permitted to be interrupted by a newel post at the turn and at the top of the flight, 2) The use of a volute, turnout, starting eaefng or newel) shall be allowed over the lowest tread, HANDRAIL GRIP SIZE PER FBCR311,5,6,3: All required handrails shall be on to the following types to provide equivalent graspability, I. Type 1: Handrails with a circular cross-section shall have an outside diameter of at least 1-1/4" but not greater than 2", If the handrail is not circular it shall have a perimeter dimension of at least 4" but not greater than 6-1/4" with a mx, cross-sectlon of dimension 2-1/4". 2, Type 2: Handralls with a perimeter of greater than 6-1/4" shall provide a graspable finger recess area on both sides of the profile, The finger recess shall begin with a distance of 3/4" measured vertically from the tallest portion of the profile, This required depth shall continue for at least 3/8" to a level than in not less than 1-3/4" below the tallest portion of the profile, The minimum width of the handrail above the recess shall be 1-1/4" to a maximum of 2-3/4". Edges shall have a minimum radius of o,ol" GUARDS: 8312,1 Required: Porches balconies or rated floor surfaces located more than 30" above the floor or grade below shall have guards not less than 36" in height, Open sides of stairs with a total rise of more than 30" above the floor or grade below shall have guards not less that 34" In height measured vertically from the nosing of the treads. Porches and decks which are enclosed with insect screening shall be provided with guards where walking surface is located more than 30" above the floor of grade below, 8312,2 - Guard opening limitations: Required guards on open sides of stairways, raised floor areas, balconies, and porches shall have intermediate rails of ornamental closures which do not passage of a sphere of 4" or more In diameter, EXCEPTIONS: 1) The triangular opening formed by the riser, tread, and bottom rail guard at the open side of the stairway are permitted to be such a size that a sphere of 6" cannot pass through, 2) Openings required for guards on the side treads of the rail shall not allow a sphere 4-3/8" to pass through, I V ICYNENE FOAM INSULATION 1/2" GYP BD, CEILING TAPED AND SPRAYED --► I G QL G c� C 1/2" GYP. BD, G TAPED AND PAINTED G R-13 BATT G INSULATION 3/4" T4G CDX SUBFLOOR �- 16" FLOOR TRUSSES W/ BATT INSUL. FOR DAMPENING SOUND 1/2" GYP, BD, I TAPED AND PAINTED R-13 BATT INSULATION i TREATED, CLEAN, COMPACTED FILL OVER 6 -MIL VAPOR BARRIER 'IETAL ROOF PANELS 'ER MFGR, RECOMMENDATIONS OVER 2" CDX SHEATHING WITH #15 FELT 'ERPENDICULAR TO ROOF TRUSSES ITN STAGGERED END JOINTS. NAILED ITH SD COMMON NAILS -0 6" O,C, ON DGES EDGES AND IN FIELDS )VER ENG, WOOD TRUSSES )R CONV, FRAMED RAFTERS ALUM DRIP EDGE 6 HARDIE FASCIA W/ 1x2 PT SU5FA6CI,4 TRIM VENTED VINYL SOFFITS 4" HARDIE FRIEZE TRIM HARDILAP SIDING t TRIM 1/16" OSB WALL SHEATHING OR 1/2" ZIPBOARD FASTEN W/ Sd COMMON 10 6" O,C, EDGES / 6" O,C, INT TO TYVEK OR EQ, VAPOR BARRIER 2 X 4 02 CONST GRADE OR BTR, STUDS 'W 16" 0' C'. 2X6 SHOE PLATE GALV, METAL STRAPS GALV, FLASHING UP 12" TO 12" HARDIE LEDGER HARDILAP SIDING 4 TRIM 7116" OSB WALL SHEATHING FASTEN W/ Sd COMMON 6 6" O,C, EDGES / 6" O,C, INT TO TYVEK OR EQ, VAPOR BARRIER 2 X 4 02 CONST GRADE OR BTR, STUDS e 16" O,C, GALV. FLASHING UP 12" HARDIE LEDGER A6301 X 1/2" ANCHOR BOLT W/ 2" WASHER 6 6" FROM CORNERS STUCCO WORM FINISH BELOW LEDGER GRADE SEE FOUNDATION PLAN 4 ENGINEERING SPECS FOR FTR SIZES AND BAR REQS 0 0° 12" MIN DISTANCE BELOW GRADE o e TYPICAL 2—STORE' FRAME WALL SECTiON �'� visions Q N O � U Q q w � a(34m oZwo BTU - U Q �W 73 U dOO OwUU LL fQ u cp Z W 45 Lb �Nz:3 O O w U :3 to fY � O zwz�z� 0}(3 0 f Uw0cn00- I� V z Q) C: LL LU Q) ca mm� � � U LU I J-1 7 v/ 70 O aCn �r JU o0 a O N Oi ri Z U- U N Q) 0 SHEET A-� 0 UNFOLD TOP FLAP AND COVER DIAGONAL CUT IN WRB WITH SHEATHING TAPE as APPLY HEAD FLASHING TO EXTEND 10" BEYOND ROUGH OPENING WRB APPLY JAMB FLASK OF DOOR FROM Dt EXTENDING O RB G TO BOTH SIDES R FRAME TO WRB, 1/2" ABOVE DOOR ROUGH OPENING V INSTALL VULKEM AT THRESHOLD PER MFR. INSTRUCTIONS INSTALL DOOR, SHIM TO LEVEL, PLUMB AND SQUARE IN OPENING TEMPORARILY TADP 1 ID n WRAP WRB INT OPENING 1�1_I�11_IrIl_lli I-'1�11�11�1_I�1 REMC 0 WRB FLAP CUT IN WRB NOTE: ALL FLASHING TO BE SMOOTH OHER INWITH A J ROLLER I EXTERIOR DOOR FLASHING uiF IEN1D ROOF FLASHING LEGEND. 6 - DRIP EDGE FLASHING: A DRIP EDGE TO BE PROVIDED AT ALL EAVES AND GABLES OF TILED AND SHINGLED ROOFS, TO OVERLAP A MINIMUM OF 3 INCHES, EAVE DRIP EDGES SHALL EXTEND 1/2" BELOW SHEATHING AND EXTEND BACK ON ROOF A MINIMUM OF 2 INCHES, THE DRIP EDGE TO BE MECHANICALLY FASTENED A MAXIMUM OF 611 O,G,. DRIP EDGE AT EAVES TO BE INSTALLED OVER UNDERLAYMENT, THERE SHALL BE A MINIMUM 4 -INCH WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE WHERE BASIC WIND SPEED PER FIGURE R301,2(4) IS 110 MPH OR GREATER, OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET, DRIP EDGES TO BE MECHANICALLY FASTENED A MAXIMUM OF 4 INCHES O,C, INSTALL A MINIMUM 8" WIDE ANTI -PONDING METAL FLASHING TO ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. NAIL TOP EDGE ONTO ROOF, THE UNDERLAYMENT IS TO CONFORM WITH ASTM D 226, TYPE I OR TYPE II, OR ASTM D 4869, TYPE I OR II, UNDERLAYMENT TO BE INSTALLED FOR WATER - SHEDDING, STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTALLY, UNDERLAYMENT TO OVERLAP A MINIMUM OF I9 INCHES AND BE MECHANICALLY FASTENED AT 36" O,G, MAXIMUM, Q w w ++1 V Tui:)*lcal 1 - HIP FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. AT HIP LINE, FOLD UNDERLAYMENT OVER HIP AND MECHANICALLY FASTEN AT 36" O,C. MA, TO OPPOSING SIDE OF ROOF. REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON HIP, 2 - RIDGE FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. LAST LAYER APPLIED AT RIDGE TO BE FOLDED OVER RIDGE AND MECHANICALLY FASTEN AT 36" O,C, MA, TO OPPOSITE SIDE OF ROOF, REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON RIDGE, 3 - VALLEY FLASHING: VALLEY LININGS INSTALLED PER MANUFACTURER'S SPECS BEFORE APPLYING TILE OR SHINGLES, LININGS PERMITTED: I, FOR CLOSED VALLEYS, INSTALL PREFORMED CLOSED VALLEY METAL EITHER AT 1611 MIN. WIDTH (24" STRETCH -OUT) WITH MINIMUM 2-1/2" HIGH CENTER DIVERTER AND A MINIMUM 1" METAL EDGE RETURNS. OPTION OF RIBBED DESIGN WITH A 1" CENTER DIVERTER, MIN, (4) 3/8" RIBS SPACED 1-1/2" WITH 3-3/4" FLANGE. LAP JOINTS MINIMUM 611 WITH APPLIED COATING OR SEPARATOR SHEET, 2. OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH MIN. WIDTH OF 1611 (24" STRETCH -OUT) WITH MINIMUM I" HIGH TWIN CENTER DIVERTER AND A MINIMUM 111 METAL EDGE RETURNS. LAP JOINTS MIN. 611 WITH APPLIED COATING OR SEPARATOR SHEET, 3, FOR VALLEY METAL RETURNS, A) SECURE WITH CLIPS FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP I" METAL EDGE RETURNS TO BATTEN STRIP WITH ROOFING NAILS THROUGH METAL STRAP. B) TRIM METAL AT VALLEY AND RIDGE JUNCTIONS TO ENSURE WATER SHEDDING ONTO VALLEY. C) INSTALL LEAD SOAKER AT ALL VALLEY 4 RIDGE JUNCTIONS, TURN LEAD UP MINIMUM OF I" TO CREATE WATER DIVERTER TO ENDURE WATER SHEDDING ONTO VALLEY. D) OUTER EDGE OF VALLEY METAL SHALL OVERLAP DECK FLANGE OF DRIP EDGE MINIMUM OF I INCH, CENTER OF VALLEY TO EXTEND MIN. OF 2" BEYOND DRIP EDGE, 14 - CRICKET AND SADDLE FLASHING: CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CI4;MNEY GREATER THAN 30" WIDE. CRICKET AND SADDLE COVERINGS TO BE SHEET METAL OR OF THE SMAE MATERIAL AS THE ROOF COVERING, RIDGE AND VALLY FLASHING OF CRICKET AND SADDLE TO BE SAME AS RIDGE AND VALLEY OF MAIN ROOF. 5 - BASE AND COUNTERFLASHING: BASE AND COUNTERFLASHING TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION SPECIFICATIONS, OR A CONTINUOUS METAL MINIMUM 4" BY 4" 1" FLASHING TO BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO THE BASE OF THE WALL AND OVER UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 611 O.C. WITH APPROVED FASTENERS, ALL LAPS TO BE A MINIMUM OF 4", FULLY SEALD IN APPROVED FLASHING CEMENT, FLASHING TO BEGIN A THE LOWER PORTION OF ROOF TO ENSURE WATER SHEDDING OF ALL METAL LAPS. ENTIRE EDGE OF HORIZONTAL FLANGE TO BE SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES TO OVERLAP THE THE HORIZONTAL FLANGE AND SET IN APPROVED FLASHING CEMENT, BASE FLASHING TO BE EITHER CORROSION -RESISTANT METAL PROVIDED IN SECTIOIN R905,2,8,1 OR MINERAL SURFACE ROLL ROOFING WEIGHING MINIMUM OF -17 POUNDS PER 100 SQUARE FEET, COUNTERFLASHING TO BE CORROSIION- RESISTANT METAL WITH A MIN, THICKNESS PROVIDED IN TABLE 903,1 - 2004 FBC, f=laah'pin Deta 10 Is {�'� vis Ions W Q Q W OL O (] Z UQLu W U 4 O _O Q [.L ~ u � 4L _� Z ul Z Q O u j 4 ID u �.�(LcOZ� O v/ W l 1 Z Q Z Z O O O WO LL O � IWL 73 N N zu�z�Zo O}OJ_-O(Y_ U uI U es) U (L lu v ',z Lu ,= Q Q V / z: ul Q) U ca �m �(J U I' ca ul m� 5r ju o U N a 0 N Z �j 4 L U N Q) ,J Q 5HEET A - ROOF PITCH AND MATERIALS MASONRY TILE INSTALLED PER MANUF, 4 PLATE HEIGHT PER PLAN 211 WINDOW INSTALLATION (METHOD A—D SPECS W/ P.T. FURRING STRIPS OR FASCIA WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. MINERAL SURFACE MODIFIED BITUMEN 120 MM FLASHING APPLIED BEHIND THE MOUNTING FLANGE. HOLD BACK FASCIA AND DRIP THICK W/ FIBERGLASS REINFORCEMENT - EDGE 2" FROM FACE OF WALL [STEPSI EDGES 4 PENETRATIONS SEALED W/ PLASTIC CEMENT OUTS14E FACE OF WALL (FINISH OVER 030 FELT ON 5/811 MIN, PLYWOOD SHEATHING (TILE) A] TYPICAL EXTERIOR FINISH PER PLAN OR OVER 015 FELT ON 1/2" PLYWOOD ON OSB STARTING AT THE BASE OF TYVEK OR EQUAL HOUSE WRAP [5TEP83 THROUGH WINDOW JAMB SHEATHING (SHINGLES) WEATHER -RESISTANT BARRIER THE WALL A WORKING TOWARDS THROUGH WINDOW JAMB METAL VALLEY SHED WATER AWAY FROM EXTERI R FLASHING STARTING AT THE BABE OF BARRIER OVERLAP OF FLASHING 1 1 1 I I THE WALL 4 WORKING TOWARDS WATER SHIELD I STRIP FLASHING • I VALLEY f=LA H lNG O APPLY SILL FLASHING I SHEATHING. ISMOUNTING \ � PPLY JAMB FLASHING I � TYPICAL EXTERIOR FINISH PER PLAN j APPLY BEAD OF SEALANT © APPLY SILL FLASHING xi OVER CHANNEL FLASHING UNDER AROUND THE PERIMETER OF ' METAL EAVE DRIP BUILDING PAPER AND BUILDING LATH ® THE BACK SIDE (INTERIOR 4 CONT, Ix4 P,T, 3 AT BACK OF WINDOW MASONRY TILE INSTALLED PER MANUF, FLANGE 4 SET WINDOW USING x X SPECS W/ P.T. FURRING STRIPS OR MOUNTING FLANGE. 1 WOOD FASCIA Lu PAN HEAD SCREWS TO SEAL THE WINDOW FRAME TO MINERAL SURFACE MODIFIED BITUMEN 120 MM 21I IMMEDIATELY INSTALL WINDOW THICK W/ FIBERGLASS REINFORCEMENT - KICK -OUT FLASHING EDGES 4 PENETRATIONS SEALED W/ PLASTIC CEMENT APPLY BEAD OF SEALANT AT DIA. TO THE BACKSIDE OVER 030 FELT ON 5/8" MIN. PLYWOOD SHEATHING (TILE) 5 X 5 FLASHING 11111 FLASHING METAL DRIP EDGE SIDE JAMBS. EXTEND 8 1/2" (INTERIOR) OF THE WINDOW ® APPLY JAMB FLASHING FLANGE, IN LINE WITH ANY MSEALIAN OR OVER 015 FELT ON 1/2" PLYWOOD ON OSB ACR088 THE FACE OF WRB FLASHING CbMFONENTS SHEATHING (SHINGLES) MOUNTING FLANGE HEAD a FLAS9HING AT HEAD FLASHING APPLY HEAD FLASHING HI O APPLY HEAD FLASHING 8" WIDE CONT, ROLL FLASHING T BEAD BETWEEN [JAMB FLASHING 3 FLASHING AND MOUNTING NAILED TO SIDE OF Ix4 4 FACE OF ROOF i APPLY CONT. SEAL TO THE MOUNTING FLANGE. SHEAHTING INSTALLED PRIOR TO ROOF MECHANICALLY JOINED FELT AND SHINGLES i O ®APPLY A 3/8" NOM. DIA. FRAMES TO SEAL FRAME SIDE WALL FL SH INCA N, .S. TOPE, ALLOWING WRB TO LAY SEALANT AT JAMBS 0 I/2" ABOVE BACKSIDE (INTERIOR) OF THE TAPE, ALLOWING WRB TO LAT ® FLAT OVER HEAD FLASHING. THE R.O. AT HEAD, EMBED JAMB i B MOUNTING FLANGE AROUND APPLY NEW SHEATHING TAPE INTOSEALANT FLAT OVER HEAD FLASHING. THE ENTIRE PERIMETER. APPLY NEW SHEATHING TAPE TYPICAL EXTERIOR FINISH PER PLAN OVER DIAGONAL CUT - SEE FASTEN N (FLASH NG G.I. Z -BAR FLASHING INSTALLED DIAGRAM. GOES OVER SEALANT). PRIOR TO AND UNDER BUILDING DIAGRAM. ANY PRE�UNCHED HOLES FLASHING AT HEAD EXTENDS PAPER AND BUILDING LATH OR SLOTS. \Inti I" BEYOND JAMB FLASHING. CONT, Ix4 F.T. METAL FLASHING INSTALLED ABOVE ROOF AT HEAD PRIOR TO TILE OR SHINGLE INSTALLATIONS MASONRY TILE INSTALLED PER MANUF. SECURE WRBAPPLY A CONT. SEAL ALONG O \ PJ FLASHING T i4EAD SPECS W/ P.T. FURRING STRIPS OR MOUNTING FLANGE AT THE O HEAD MINERAL SURFACE MODIFIED BITUMEN 120 MM HEAD. FLASHING GOES OVER \ MOUNTING FLANGE. EMBED THICK W/ FIBERGLASS REINFORCEMENT - BIZ O® JAMB FLASHING. EDGES 4 PENETRATIONS SEALED W/ PLASTIC CEMENT OVER 030 FELT ON 5/811 MIN. PLYWOOD SHEATHING (TILE) \ AGAINST SEALANT (FLASHING O[HEAD OR OVER 015 FELT ON 1/211 PLYWOOD ON OSB \ GOES OVER SEALANT). SHEATHING (SHINGLES) \ EXTEND HEAD FLASHING EMBED BOTTOM OF THE \ BEYOND EACH JAMB FLASHING. HEAD FLASHING AGAINST HEAD WALL FLA&H I G N.T.S. THE PREVIOUSLY APPLIED uiF IEN1D ROOF FLASHING LEGEND. 6 - DRIP EDGE FLASHING: A DRIP EDGE TO BE PROVIDED AT ALL EAVES AND GABLES OF TILED AND SHINGLED ROOFS, TO OVERLAP A MINIMUM OF 3 INCHES, EAVE DRIP EDGES SHALL EXTEND 1/2" BELOW SHEATHING AND EXTEND BACK ON ROOF A MINIMUM OF 2 INCHES, THE DRIP EDGE TO BE MECHANICALLY FASTENED A MAXIMUM OF 611 O,G,. DRIP EDGE AT EAVES TO BE INSTALLED OVER UNDERLAYMENT, THERE SHALL BE A MINIMUM 4 -INCH WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE WHERE BASIC WIND SPEED PER FIGURE R301,2(4) IS 110 MPH OR GREATER, OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET, DRIP EDGES TO BE MECHANICALLY FASTENED A MAXIMUM OF 4 INCHES O,C, INSTALL A MINIMUM 8" WIDE ANTI -PONDING METAL FLASHING TO ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. NAIL TOP EDGE ONTO ROOF, THE UNDERLAYMENT IS TO CONFORM WITH ASTM D 226, TYPE I OR TYPE II, OR ASTM D 4869, TYPE I OR II, UNDERLAYMENT TO BE INSTALLED FOR WATER - SHEDDING, STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTALLY, UNDERLAYMENT TO OVERLAP A MINIMUM OF I9 INCHES AND BE MECHANICALLY FASTENED AT 36" O,G, MAXIMUM, Q w w ++1 V Tui:)*lcal 1 - HIP FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. AT HIP LINE, FOLD UNDERLAYMENT OVER HIP AND MECHANICALLY FASTEN AT 36" O,C. MA, TO OPPOSING SIDE OF ROOF. REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON HIP, 2 - RIDGE FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. LAST LAYER APPLIED AT RIDGE TO BE FOLDED OVER RIDGE AND MECHANICALLY FASTEN AT 36" O,C, MA, TO OPPOSITE SIDE OF ROOF, REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON RIDGE, 3 - VALLEY FLASHING: VALLEY LININGS INSTALLED PER MANUFACTURER'S SPECS BEFORE APPLYING TILE OR SHINGLES, LININGS PERMITTED: I, FOR CLOSED VALLEYS, INSTALL PREFORMED CLOSED VALLEY METAL EITHER AT 1611 MIN. WIDTH (24" STRETCH -OUT) WITH MINIMUM 2-1/2" HIGH CENTER DIVERTER AND A MINIMUM 1" METAL EDGE RETURNS. OPTION OF RIBBED DESIGN WITH A 1" CENTER DIVERTER, MIN, (4) 3/8" RIBS SPACED 1-1/2" WITH 3-3/4" FLANGE. LAP JOINTS MINIMUM 611 WITH APPLIED COATING OR SEPARATOR SHEET, 2. OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH MIN. WIDTH OF 1611 (24" STRETCH -OUT) WITH MINIMUM I" HIGH TWIN CENTER DIVERTER AND A MINIMUM 111 METAL EDGE RETURNS. LAP JOINTS MIN. 611 WITH APPLIED COATING OR SEPARATOR SHEET, 3, FOR VALLEY METAL RETURNS, A) SECURE WITH CLIPS FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP I" METAL EDGE RETURNS TO BATTEN STRIP WITH ROOFING NAILS THROUGH METAL STRAP. B) TRIM METAL AT VALLEY AND RIDGE JUNCTIONS TO ENSURE WATER SHEDDING ONTO VALLEY. C) INSTALL LEAD SOAKER AT ALL VALLEY 4 RIDGE JUNCTIONS, TURN LEAD UP MINIMUM OF I" TO CREATE WATER DIVERTER TO ENDURE WATER SHEDDING ONTO VALLEY. D) OUTER EDGE OF VALLEY METAL SHALL OVERLAP DECK FLANGE OF DRIP EDGE MINIMUM OF I INCH, CENTER OF VALLEY TO EXTEND MIN. OF 2" BEYOND DRIP EDGE, 14 - CRICKET AND SADDLE FLASHING: CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CI4;MNEY GREATER THAN 30" WIDE. CRICKET AND SADDLE COVERINGS TO BE SHEET METAL OR OF THE SMAE MATERIAL AS THE ROOF COVERING, RIDGE AND VALLY FLASHING OF CRICKET AND SADDLE TO BE SAME AS RIDGE AND VALLEY OF MAIN ROOF. 5 - BASE AND COUNTERFLASHING: BASE AND COUNTERFLASHING TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION SPECIFICATIONS, OR A CONTINUOUS METAL MINIMUM 4" BY 4" 1" FLASHING TO BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO THE BASE OF THE WALL AND OVER UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 611 O.C. WITH APPROVED FASTENERS, ALL LAPS TO BE A MINIMUM OF 4", FULLY SEALD IN APPROVED FLASHING CEMENT, FLASHING TO BEGIN A THE LOWER PORTION OF ROOF TO ENSURE WATER SHEDDING OF ALL METAL LAPS. ENTIRE EDGE OF HORIZONTAL FLANGE TO BE SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES TO OVERLAP THE THE HORIZONTAL FLANGE AND SET IN APPROVED FLASHING CEMENT, BASE FLASHING TO BE EITHER CORROSION -RESISTANT METAL PROVIDED IN SECTIOIN R905,2,8,1 OR MINERAL SURFACE ROLL ROOFING WEIGHING MINIMUM OF -17 POUNDS PER 100 SQUARE FEET, COUNTERFLASHING TO BE CORROSIION- RESISTANT METAL WITH A MIN, THICKNESS PROVIDED IN TABLE 903,1 - 2004 FBC, f=laah'pin Deta 10 Is {�'� vis Ions W Q Q W OL O (] Z UQLu W U 4 O _O Q [.L ~ u � 4L _� Z ul Z Q O u j 4 ID u �.�(LcOZ� O v/ W l 1 Z Q Z Z O O O WO LL O � IWL 73 N N zu�z�Zo O}OJ_-O(Y_ U uI U es) U (L lu v ',z Lu ,= Q Q V / z: ul Q) U ca �m �(J U I' ca ul m� 5r ju o U N a 0 N Z �j 4 L U N Q) ,J Q 5HEET A - ROOF PITCH AND MATERIALS 4 PLATE HEIGHT PER PLAN 211 WINDOW INSTALLATION (METHOD A—D FASCIA WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. HOLD BACK FASCIA AND DRIP FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. EDGE 2" FROM FACE OF WALL [STEPSI OUTS14E FACE OF WALL (FINISH EXTERIOR PER PLAN A] TYPICAL EXTERIOR FINISH PER PLAN STARTING AT THE BASE OF TYVEK OR EQUAL HOUSE WRAP [5TEP83 THROUGH WINDOW JAMB WEATHER -RESISTANT BARRIER THE WALL A WORKING TOWARDS THROUGH WINDOW JAMB 5x5 FLASHING WITH KICK -OUT O _ SHED WATER AWAY FROM EXTERI R STARTING AT THE BABE OF BARRIER OVERLAP OF FLASHING TO THE FACE OF THE I THE WALL 4 WORKING TOWARDS ROOF SHEATH(UG I SHEATHING. I • I TO THE FACE OF THE SEALANT BEAD I Q O APPLY SILL FLASHING I SHEATHING. ISMOUNTING \ � PPLY JAMB FLASHING I � j APPLY BEAD OF SEALANT © APPLY SILL FLASHING xi AROUND THE PERIMETER OF ' METAL EAVE DRIP APPLY BEAD OF SEALANT ® THE BACK SIDE (INTERIOR 4 3 AT BACK OF WINDOW SURFACE) OF WINDOW FLANGE 4 SET WINDOW USING x X MOUNTING FLANGE. 1 WOOD FASCIA Lu PAN HEAD SCREWS TO SEAL THE WINDOW FRAME TO 21I IMMEDIATELY INSTALL WINDOW \ EXTERIOR WALL FACING / — KICK -OUT FLASHING APPLY BEAD OF SEALANT AT DIA. TO THE BACKSIDE FACILITATE INSPECTION. O APPLY BEAD OF SEALANT 5 X 5 FLASHING 11111 FLASHING METAL DRIP EDGE SIDE JAMBS. EXTEND 8 1/2" (INTERIOR) OF THE WINDOW ® APPLY JAMB FLASHING FLANGE, IN LINE WITH ANY MSEALIAN 26 GAUGE GALV, 29 GAUGGALV. 26 GAUGE GALVANIZED ACR088 THE FACE OF WRB FLASHING CbMFONENTS uiF IEN1D ROOF FLASHING LEGEND. 6 - DRIP EDGE FLASHING: A DRIP EDGE TO BE PROVIDED AT ALL EAVES AND GABLES OF TILED AND SHINGLED ROOFS, TO OVERLAP A MINIMUM OF 3 INCHES, EAVE DRIP EDGES SHALL EXTEND 1/2" BELOW SHEATHING AND EXTEND BACK ON ROOF A MINIMUM OF 2 INCHES, THE DRIP EDGE TO BE MECHANICALLY FASTENED A MAXIMUM OF 611 O,G,. DRIP EDGE AT EAVES TO BE INSTALLED OVER UNDERLAYMENT, THERE SHALL BE A MINIMUM 4 -INCH WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE WHERE BASIC WIND SPEED PER FIGURE R301,2(4) IS 110 MPH OR GREATER, OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET, DRIP EDGES TO BE MECHANICALLY FASTENED A MAXIMUM OF 4 INCHES O,C, INSTALL A MINIMUM 8" WIDE ANTI -PONDING METAL FLASHING TO ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. NAIL TOP EDGE ONTO ROOF, THE UNDERLAYMENT IS TO CONFORM WITH ASTM D 226, TYPE I OR TYPE II, OR ASTM D 4869, TYPE I OR II, UNDERLAYMENT TO BE INSTALLED FOR WATER - SHEDDING, STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTALLY, UNDERLAYMENT TO OVERLAP A MINIMUM OF I9 INCHES AND BE MECHANICALLY FASTENED AT 36" O,G, MAXIMUM, Q w w ++1 V Tui:)*lcal 1 - HIP FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. AT HIP LINE, FOLD UNDERLAYMENT OVER HIP AND MECHANICALLY FASTEN AT 36" O,C. MA, TO OPPOSING SIDE OF ROOF. REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON HIP, 2 - RIDGE FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. LAST LAYER APPLIED AT RIDGE TO BE FOLDED OVER RIDGE AND MECHANICALLY FASTEN AT 36" O,C, MA, TO OPPOSITE SIDE OF ROOF, REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON RIDGE, 3 - VALLEY FLASHING: VALLEY LININGS INSTALLED PER MANUFACTURER'S SPECS BEFORE APPLYING TILE OR SHINGLES, LININGS PERMITTED: I, FOR CLOSED VALLEYS, INSTALL PREFORMED CLOSED VALLEY METAL EITHER AT 1611 MIN. WIDTH (24" STRETCH -OUT) WITH MINIMUM 2-1/2" HIGH CENTER DIVERTER AND A MINIMUM 1" METAL EDGE RETURNS. OPTION OF RIBBED DESIGN WITH A 1" CENTER DIVERTER, MIN, (4) 3/8" RIBS SPACED 1-1/2" WITH 3-3/4" FLANGE. LAP JOINTS MINIMUM 611 WITH APPLIED COATING OR SEPARATOR SHEET, 2. OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH MIN. WIDTH OF 1611 (24" STRETCH -OUT) WITH MINIMUM I" HIGH TWIN CENTER DIVERTER AND A MINIMUM 111 METAL EDGE RETURNS. LAP JOINTS MIN. 611 WITH APPLIED COATING OR SEPARATOR SHEET, 3, FOR VALLEY METAL RETURNS, A) SECURE WITH CLIPS FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP I" METAL EDGE RETURNS TO BATTEN STRIP WITH ROOFING NAILS THROUGH METAL STRAP. B) TRIM METAL AT VALLEY AND RIDGE JUNCTIONS TO ENSURE WATER SHEDDING ONTO VALLEY. C) INSTALL LEAD SOAKER AT ALL VALLEY 4 RIDGE JUNCTIONS, TURN LEAD UP MINIMUM OF I" TO CREATE WATER DIVERTER TO ENDURE WATER SHEDDING ONTO VALLEY. D) OUTER EDGE OF VALLEY METAL SHALL OVERLAP DECK FLANGE OF DRIP EDGE MINIMUM OF I INCH, CENTER OF VALLEY TO EXTEND MIN. OF 2" BEYOND DRIP EDGE, 14 - CRICKET AND SADDLE FLASHING: CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CI4;MNEY GREATER THAN 30" WIDE. CRICKET AND SADDLE COVERINGS TO BE SHEET METAL OR OF THE SMAE MATERIAL AS THE ROOF COVERING, RIDGE AND VALLY FLASHING OF CRICKET AND SADDLE TO BE SAME AS RIDGE AND VALLEY OF MAIN ROOF. 5 - BASE AND COUNTERFLASHING: BASE AND COUNTERFLASHING TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION SPECIFICATIONS, OR A CONTINUOUS METAL MINIMUM 4" BY 4" 1" FLASHING TO BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO THE BASE OF THE WALL AND OVER UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 611 O.C. WITH APPROVED FASTENERS, ALL LAPS TO BE A MINIMUM OF 4", FULLY SEALD IN APPROVED FLASHING CEMENT, FLASHING TO BEGIN A THE LOWER PORTION OF ROOF TO ENSURE WATER SHEDDING OF ALL METAL LAPS. ENTIRE EDGE OF HORIZONTAL FLANGE TO BE SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES TO OVERLAP THE THE HORIZONTAL FLANGE AND SET IN APPROVED FLASHING CEMENT, BASE FLASHING TO BE EITHER CORROSION -RESISTANT METAL PROVIDED IN SECTIOIN R905,2,8,1 OR MINERAL SURFACE ROLL ROOFING WEIGHING MINIMUM OF -17 POUNDS PER 100 SQUARE FEET, COUNTERFLASHING TO BE CORROSIION- RESISTANT METAL WITH A MIN, THICKNESS PROVIDED IN TABLE 903,1 - 2004 FBC, f=laah'pin Deta 10 Is {�'� vis Ions W Q Q W OL O (] Z UQLu W U 4 O _O Q [.L ~ u � 4L _� Z ul Z Q O u j 4 ID u �.�(LcOZ� O v/ W l 1 Z Q Z Z O O O WO LL O � IWL 73 N N zu�z�Zo O}OJ_-O(Y_ U uI U es) U (L lu v ',z Lu ,= Q Q V / z: ul Q) U ca �m �(J U I' ca ul m� 5r ju o U N a 0 N Z �j 4 L U N Q) ,J Q 5HEET A - WINDOW INSTALLATION (METHOD 5-1) WINDOW INSTALLATION (METHOD A—D WEATHER RESTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION, WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. [STEPSI O IN WATER SHEDDING FASHION, [SECTION A][SECTION A] STARTING AT THE BASE OF [5TEP83 THROUGH WINDOW JAMB THE WALL A WORKING TOWARDS THROUGH WINDOW JAMB (D IN WATER SHEDDING FASHION, THE TOP, INSTALL THE WRB STARTING AT THE BABE OF TO THE FACE OF THE THE WALL 4 WORKING TOWARDS SHEATHING. THE TOP, INSTALL THE WRB TO THE FACE OF THE SEALANT BEAD O APPLY SILL FLASHING SHEATHING. ISMOUNTING PPLY JAMB FLASHING FLANGE. j APPLY BEAD OF SEALANT © APPLY SILL FLASHING xi AROUND THE PERIMETER OF APPLY BEAD OF SEALANT ® THE BACK SIDE (INTERIOR 4 3 AT BACK OF WINDOW SURFACE) OF WINDOW FLANGE 4 SET WINDOW USING x MOUNTING FLANGE. PAN HEAD SCREWS TO SEAL THE WINDOW FRAME TO IMMEDIATELY INSTALL WINDOW FACILITATE INSPECTION. OPENING. APPLY A 3/8" NOM. U51NG PAN HEAD SCREWS TO APPLY BEAD OF SEALANT AT DIA. TO THE BACKSIDE FACILITATE INSPECTION. O APPLY BEAD OF SEALANT SIDE JAMBS. EXTEND 8 1/2" (INTERIOR) OF THE WINDOW ® APPLY JAMB FLASHING FLANGE, IN LINE WITH ANY MSEALIAN ACR088 THE FACE OF WRB APPLY BEAD OF SEALANT PRE -PUNCHED HOLES OR SLOTS. MOUNTING FLANGE HEAD a FLAS9HING AT HEAD FLASHING APPLY HEAD FLASHING HI O APPLY HEAD FLASHING SEALANT BEAD BETWEEN [AFTER INSTALLATION] T BEAD BETWEEN [JAMB FLASHING 3 FLASHING AND MOUNTING MOUNTING FLANGE AND SEAL ALL CORNERS OF FLASHING. APPLY CONT. SEAL TO THE MOUNTING FLANGE. MECHANICALLY JOINED FLANGES AT THE TOP (HEAD) AND O ®APPLY A 3/8" NOM. DIA. FRAMES TO SEAL FRAME O REMOVE PREVIOUSLY APPLIED BIDES (JAMBS) OF WINDOW. EXTEND BEAD OF SEALANT TO THE SEAM JUNCTURE. REMOVE PREVIOUSLY APPLIED TOPE, ALLOWING WRB TO LAY SEALANT AT JAMBS 0 I/2" ABOVE BACKSIDE (INTERIOR) OF THE TAPE, ALLOWING WRB TO LAT ® FLAT OVER HEAD FLASHING. THE R.O. AT HEAD, EMBED JAMB B MOUNTING FLANGE AROUND APPLY NEW SHEATHING TAPE INTOSEALANT FLAT OVER HEAD FLASHING. THE ENTIRE PERIMETER. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE FASTEN N (FLASH NG OVER DIAGONAL CUT - SEE PLACE BEAD IN LINE WITH DIAGRAM. GOES OVER SEALANT). DIAGRAM. ANY PRE�UNCHED HOLES FLASHING AT HEAD EXTENDS OR SLOTS. \Inti I" BEYOND JAMB FLASHING. SECURE WRB AT HEAD ,O [HEAD FLASHING } SECURE WRBAPPLY A CONT. SEAL ALONG O \ PJ FLASHING T i4EAD MOUNTING FLANGE AT THE O HEAD IA EXTENDS BEYOND HEAD. FLASHING GOES OVER \ MOUNTING FLANGE. EMBED BIZ O® JAMB FLASHING. O \ BOTTOM OF HEAD FLASHING 8 \ AGAINST SEALANT (FLASHING O[HEAD \ GOES OVER SEALANT). FLASHING l \ EXTEND HEAD FLASHING EMBED BOTTOM OF THE \ BEYOND EACH JAMB FLASHING. HEAD FLASHING AGAINST \ FASTEN IN PLACE. THE PREVIOUSLY APPLIED SEALANT SEALANT (FLASHING GOES \ OVER SEALANT). EXTEND \ HEAD FLASHING BEYOND EACH JAMB FLASHING. ® FASTEN IN PLACE. A © [JAMB FLASHING I A EXTEND JAMB FLASHING TO OVERLAP BILL q, Q [JAMB FLASHING] FLASHING. EXTEND A EXTEND JAMB FLASHING JAMB FLASHING B I/2" TO OVERLAP BILL (MOM ABOVE ROUGH gn FLASHING. EXTEND OPENING AT HEAD. SEALANT JAMB FLASHING 8 1/2" APPLY TAPE AT ABOVE ROUGH CORNERS TO OPENING AT HEAD. TEMPORARILY HOLD ® TUCK TOP OF J 9" FLASHING IN PLACE SILL FLASHING JAMB FLASHING / I SEALANT UNTIL WRB I5 APPLIED. ' d,:} UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. SHIM AND AD JST WINDOW TO ACHIEVE gOUARE, SILL FLASHING ® PLUMB, AND LEVEL CONDITION. USE CORRO510ti O RESISTANT FASTENERS. FASTEN WINDOWS PER SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE. WINDOW MANUFACTURER FASTENER SPECIFICATIONS. ® PLUMB, AND LEVEL CONDITION. USE CORROSION O RESISTANT FASTENERS. FASTEN WINDOWS PER I NJEATHER RESISTANT WINDOW MANUFACTURER SPECIFICATIONS. BARRIER (WRB)} 95 A- A 45 DEGREE ANGLE, CAREFULLY CUT THE [WEATHER RESISTANT BARRIER ON A DIAGONAL, GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE BARRIER (WRB)} TOP CORNERS AND CENTER TO THE EXTERIOR AT A 45 DEGREE ANGLE, CAREFULLY CUT THE WRB SURFACE ABOVE. `' INTERIOR VIEW BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP GORNERB AND CENTER TO THE EXTERIOR TOP LEFT CORNER OF WINDOW WRB SURFACE ABOVE. INTERIOR VIEW TOP LEFT CORNER OF WINDOW uiF IEN1D ROOF FLASHING LEGEND. 6 - DRIP EDGE FLASHING: A DRIP EDGE TO BE PROVIDED AT ALL EAVES AND GABLES OF TILED AND SHINGLED ROOFS, TO OVERLAP A MINIMUM OF 3 INCHES, EAVE DRIP EDGES SHALL EXTEND 1/2" BELOW SHEATHING AND EXTEND BACK ON ROOF A MINIMUM OF 2 INCHES, THE DRIP EDGE TO BE MECHANICALLY FASTENED A MAXIMUM OF 611 O,G,. DRIP EDGE AT EAVES TO BE INSTALLED OVER UNDERLAYMENT, THERE SHALL BE A MINIMUM 4 -INCH WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE WHERE BASIC WIND SPEED PER FIGURE R301,2(4) IS 110 MPH OR GREATER, OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET, DRIP EDGES TO BE MECHANICALLY FASTENED A MAXIMUM OF 4 INCHES O,C, INSTALL A MINIMUM 8" WIDE ANTI -PONDING METAL FLASHING TO ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. NAIL TOP EDGE ONTO ROOF, THE UNDERLAYMENT IS TO CONFORM WITH ASTM D 226, TYPE I OR TYPE II, OR ASTM D 4869, TYPE I OR II, UNDERLAYMENT TO BE INSTALLED FOR WATER - SHEDDING, STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTALLY, UNDERLAYMENT TO OVERLAP A MINIMUM OF I9 INCHES AND BE MECHANICALLY FASTENED AT 36" O,G, MAXIMUM, Q w w ++1 V Tui:)*lcal 1 - HIP FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. AT HIP LINE, FOLD UNDERLAYMENT OVER HIP AND MECHANICALLY FASTEN AT 36" O,C. MA, TO OPPOSING SIDE OF ROOF. REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON HIP, 2 - RIDGE FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. LAST LAYER APPLIED AT RIDGE TO BE FOLDED OVER RIDGE AND MECHANICALLY FASTEN AT 36" O,C, MA, TO OPPOSITE SIDE OF ROOF, REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON RIDGE, 3 - VALLEY FLASHING: VALLEY LININGS INSTALLED PER MANUFACTURER'S SPECS BEFORE APPLYING TILE OR SHINGLES, LININGS PERMITTED: I, FOR CLOSED VALLEYS, INSTALL PREFORMED CLOSED VALLEY METAL EITHER AT 1611 MIN. WIDTH (24" STRETCH -OUT) WITH MINIMUM 2-1/2" HIGH CENTER DIVERTER AND A MINIMUM 1" METAL EDGE RETURNS. OPTION OF RIBBED DESIGN WITH A 1" CENTER DIVERTER, MIN, (4) 3/8" RIBS SPACED 1-1/2" WITH 3-3/4" FLANGE. LAP JOINTS MINIMUM 611 WITH APPLIED COATING OR SEPARATOR SHEET, 2. OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH MIN. WIDTH OF 1611 (24" STRETCH -OUT) WITH MINIMUM I" HIGH TWIN CENTER DIVERTER AND A MINIMUM 111 METAL EDGE RETURNS. LAP JOINTS MIN. 611 WITH APPLIED COATING OR SEPARATOR SHEET, 3, FOR VALLEY METAL RETURNS, A) SECURE WITH CLIPS FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP I" METAL EDGE RETURNS TO BATTEN STRIP WITH ROOFING NAILS THROUGH METAL STRAP. B) TRIM METAL AT VALLEY AND RIDGE JUNCTIONS TO ENSURE WATER SHEDDING ONTO VALLEY. C) INSTALL LEAD SOAKER AT ALL VALLEY 4 RIDGE JUNCTIONS, TURN LEAD UP MINIMUM OF I" TO CREATE WATER DIVERTER TO ENDURE WATER SHEDDING ONTO VALLEY. D) OUTER EDGE OF VALLEY METAL SHALL OVERLAP DECK FLANGE OF DRIP EDGE MINIMUM OF I INCH, CENTER OF VALLEY TO EXTEND MIN. OF 2" BEYOND DRIP EDGE, 14 - CRICKET AND SADDLE FLASHING: CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CI4;MNEY GREATER THAN 30" WIDE. CRICKET AND SADDLE COVERINGS TO BE SHEET METAL OR OF THE SMAE MATERIAL AS THE ROOF COVERING, RIDGE AND VALLY FLASHING OF CRICKET AND SADDLE TO BE SAME AS RIDGE AND VALLEY OF MAIN ROOF. 5 - BASE AND COUNTERFLASHING: BASE AND COUNTERFLASHING TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION SPECIFICATIONS, OR A CONTINUOUS METAL MINIMUM 4" BY 4" 1" FLASHING TO BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO THE BASE OF THE WALL AND OVER UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 611 O.C. WITH APPROVED FASTENERS, ALL LAPS TO BE A MINIMUM OF 4", FULLY SEALD IN APPROVED FLASHING CEMENT, FLASHING TO BEGIN A THE LOWER PORTION OF ROOF TO ENSURE WATER SHEDDING OF ALL METAL LAPS. ENTIRE EDGE OF HORIZONTAL FLANGE TO BE SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES TO OVERLAP THE THE HORIZONTAL FLANGE AND SET IN APPROVED FLASHING CEMENT, BASE FLASHING TO BE EITHER CORROSION -RESISTANT METAL PROVIDED IN SECTIOIN R905,2,8,1 OR MINERAL SURFACE ROLL ROOFING WEIGHING MINIMUM OF -17 POUNDS PER 100 SQUARE FEET, COUNTERFLASHING TO BE CORROSIION- RESISTANT METAL WITH A MIN, THICKNESS PROVIDED IN TABLE 903,1 - 2004 FBC, f=laah'pin Deta 10 Is {�'� vis Ions W Q Q W OL O (] Z UQLu W U 4 O _O Q [.L ~ u � 4L _� Z ul Z Q O u j 4 ID u �.�(LcOZ� O v/ W l 1 Z Q Z Z O O O WO LL O � IWL 73 N N zu�z�Zo O}OJ_-O(Y_ U uI U es) U (L lu v ',z Lu ,= Q Q V / z: ul Q) U ca �m �(J U I' ca ul m� 5r ju o U N a 0 N Z �j 4 L U N Q) ,J Q 5HEET A - HANDRAILS PER F15CR311.5.6: Handralls shall be provided on at least one side of each continuous run of treads or flights of four or more risers. F=BCR311.5.fo.l - HEIGHT: Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope shall not be less than 34" and not more than 38". EXCEPTION: when fittings are used to provide transitlon between £lights, transition from handrail to guardrail, or used at the start of he stair. the handrail height at the fitting shall be permitted to exceed the maximum height. FSCR311.5.6.2: - Contlnuity: Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top Zsine edge of the flight to a point directly above the lowest sing edge of the flight. Handrail ends shall be returned or shall terminates in newel or safety ter,iinals. Handrails adjacent to a wall shall have a space of not less than 1-1/2" between the wall and the handrails. EXCEPTIONS: 1) Handralls shall be permitted to be interrupted by a newel post at the turn and at the top of the flight. �U The use of a volL.te, turnout, starting easing or newell shall be allowed over the lowest tread. HANDRAIL GRIP SIZE PER FSCR311.5.6.3: �Il required handrails shall be on to the following types to provide equivalent graspabillty. 1. type 1: Handralls with a circular cross-section shall have an outside diameter of at least 1-1/4" but not greater than 2". If the handrail is clot circular it shad have a perimeter dimension of at least 4" but not greater than 6-1/4" with a mx. cross-section of dimension 2-1/4". 2, Type 2: Handralls with a perimeter of greater than 6-1/4" shall provide a graspable finger recess area on both sides of the profile. The Finger recess 1Ihall begin with a distance of 3/4" measured vertically from the tallest portion pf the profile. This required depth shad continue for at least 3/8" to a level than in not less than 1-:/4" below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1-1/4" to a maximum of 2-3/4". Edges shall have a minimum radius of o.oi" G UARDS: R312.1 Required: Porches balconies or rated floor surfaces located more than 30" above the floor or grade below shall have guards not less than 36" in height. Open sides of stairs with a total rise of more than 30" above the floor or grade below all have guards not less that 34" in height measured vertically from the nosing of the reads. Porches and decks which are enclosed with insect screening shall be provided with guards where walking surface Is located more than 30" above the floor of grade below, 8312.2 - Guard opening limitations: Required guards on open sides of stairways, raised filloor areas, balconies, and porches shall have intermediate rails of ornamental closures which do not passage of a sphere of 4" or more in diameter. EXCEPTIONS: i) The triangular opening formed by the riser, tread, and bottom rail guard at the open side of the stairway are permitted to be such a size that a sphere 6° cannot pass through. 2) Openings required for guards on the side treads of the rail I not allow a sphere 4-3/8" tc., pass through. a 4N 61D NCE 53(eola fBeaah Avenue Atlantic Beach, Florida GENERAL FRAMING/LAYOUT NOTES: APPLICABLE CODES: - FLORIDA BUILDING CODE 201-1 6th EDITION, 1) EXTERIOR WALLS: NEW CONSTRUCTION: 1ST FLOOR: - 2x4 *25TP W/ R-13 INSULATION - -1/lro" OSB W/' TTVEK OR EQ, OR OPTIONAL ZIPBOARD - HARDIBOARD - LAP SIDING d TRIM - 1/2 GTP. BOARD INTERIOR 2nd FLOOR: - 2x4 *2 STP w/R-13 INSULATION - -1/16" OSB W/ TTVEK OR EQ, ZIP -BOARD OPTIONAL - HARDIBOARD - LAP SIDING AND TRIM - INTERIOR - 1/2" SHEETROCK 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND REQUIREMENTS AND STANDARDS, - optional GARAGE DOOR: SERIES 280 DL: 25/P5I TL: 3-i,5/PSI - HOUSE -TO -GARAGE DOOR TO HAVE SELF -CLOSURE MECHANISM - WINDOWS LESS THAN 18" AFF TO BE SAFETY GLASS PER FBC-R 200-1-308 3) INTERIOR FRAMING 2X4 TTP,, 2Xro AT PLUMBING AND BEARING WALLS > 10' HT. FINISH 1/2" SHEETROCK **** MA50NITE GREEN BOARD INSTALLED IN BATH AREA FLOOR COVERING AND ENTIRE BATH ENCLOSURES 4) PLATES: - MAIN 16T FLOOR: 8'-1-1/8" PL - FLOOR JOISTS: 16" FLOOR ENGINEERED TJI JOISTS W/ 3/4" T B G CDX SUBFLOOR - 2ND FLOOR MAIN: 9'-1-i/8" PL ---> TOP PL 5) - MAIN ROOF PITCH: 3/12,24" OVERHANG TYP. -**** ANY AND ALL MANUFACTURED FLOOR TRUSSES, ROOF TRUSSES, BEAMS OR FABRICATED MEMBERS TO BE DESIGNED AFTER ON-SITE DIMENSIONS AND CONDITIONS REQUIRED FOR SUITABILITY HAVE BEEN VERIFIED, * ROOF RAFTERS/JOISTS PER DESIGNS BY STRUCTURAL ENGINEER - METAL ROOF PANELS PER i" 1ANUF. SPECS - -f/leo" OSB ROOF DECK W/ *15 FELT TYP, - PEEL -N -STICK UNDERLAYI"iENT IN RIDGES 4 VALLEYS AND LOWERED PITCH ROOF AREAS - ICYNENE FOAM -SPRAYED ATTIC INSULATION TYP. 6) FOUNDATION: CMU FOOTING PER ENGINEER - VERIFY EXTERIOR BEARING WITH ENGINEER - VERIFY INTERIOR BEARING WITH ENGINEER 1) INSULATION AREAS TO INCLUDE: - ALL EXTERIOR WALLS - ALL WALLS ADJACENT TO UNCONDITIONED SPACES - ALL PLUMBING WALLS - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS 8) HVAG BY OTHERS 9) PLUMBING BY OTHERS 10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LICENSED STRUCTURAL ENGINEER OR TRUSS MANUFACTURER, GENERAL INFORMATION, - Construction Type: Type Via - Unprotected, Unsprinklered - Bu i Id i ng IS LOCATED in wind-borne debris region - Structure i -le i ght Of Addition 241-011 +/- 4 Stories: 2 Story - 5asic Wind Speed: PER ENGINEER - Wind Importance Factor: PER ENGINEER Exposure Category: PER ENGINEER - Internal Pressure Coefficient: PER ENGINEERS SPECS - SEE STRUCTURAL ENGINEERING sNEETS FOR ALL COMPONENTS, SPECS, CLADDING, AND INSTALLATION REQUIREMENTS IN ACCORDANCE WITi4 201-1 F,B,C.-RESIDENTIAL - 6th EDITION, SQUARE FOOTAGE ASSESSMENT: - ! 1st Floor: 565 sf 2nd Floor: 660 sf COND. SQ, FTG: 1,225 sf Carport: 206 sf 2nd Floor Porch: 100 sf I Total Under Roof- 1531 sf THERMAL VOLUME: 10,648 c.f INDEX of DRAWINGS: ARCPITECTURAL Site Plan 1st Floor Plan 2nd Floor Plan Elevations - ALL 1st -2nd Electrical Plans Wall Sect i ons 4 Stairs 1=lashing Details STRUCTURAL Foundation Plan let Floor Framing Plan - Schematic Layout Roof Framing Pian - Schematic Layout ATTACHMENTS NOT INCLUDED: Legal survey Truss Eng i neer i ng * Florida Enerou Sheets M. 1eE V l ✓a %®f°IS -- I I i _ I } SHEET I COVER � z O - p .4 t - W V Z6 ?018 Q) Q } SHEET I COVER NEW ' LIVE OAK d3 t -------- ------------------------ DECKCANTILEVER ---------- Waver ' Patio - _ 12' setback per Variance cYl 5'-2 9/!&"I I Q I CARPORT - pavers - 10' setback per Variance � \ I � I1 , ` ` I ONTS -E - IIIa'•o oD�a� 4.G•o \ 4x6 CONST. `\ GRAVE ISLAND DUMPSTEi� DR I V EWA*r - pavers - PA\/E1�IENT EDGE Bach ,4 v4.snu,,,6 ell. IS oil 5_1II 10A — U 11 sf Carport - pavers: 103 sf (206/2) u o (96/2) Driveway/Walk - pavers: 51 sf (102/2) A/c pad: 16 sf Total Square Footage: -l94 sf } I ' lr II II I I Q I CARPORT - pavers - 10' setback per Variance � \ I � I1 , ` ` I ONTS -E - IIIa'•o oD�a� 4.G•o \ 4x6 CONST. `\ GRAVE ISLAND DUMPSTEi� DR I V EWA*r - pavers - PA\/E1�IENT EDGE Bach ,4 v4.snu,,,6 ell. IS oil 5_1II 10A O m NEW MAGNOLI PORT -O -LET LOT COVERAGE 456E56MENT; Lot Size: 1c39n sq. ft, HOUSE Gond. Living: — U 11 sf Carport - pavers: 103 sf (206/2) Rear Pat i o - pavers: 48 sf (96/2) Driveway/Walk - pavers: 51 sf (102/2) A/c pad: 16 sf Total Square Footage: -l94 sf LOT COVERAGE: I ' lr II II I O m NEW MAGNOLI PORT -O -LET LOT COVERAGE 456E56MENT; Lot Size: 1c39n sq. ft, HOUSE Gond. Living: 565 sf Carport Footing: 11 sf Carport - pavers: 103 sf (206/2) Rear Pat i o - pavers: 48 sf (96/2) Driveway/Walk - pavers: 51 sf (102/2) A/c pad: 16 sf Total Square Footage: -l94 sf LOT COVERAGE: 39.12% COMMUNITY DEVELOPMENT APPROVED �E'� vIs ion 0 � o n Lu Lu w oo U q � N Y w (_Zw UQ1 Oz� Qui O U�t�t1N w LU QzwpO tu�oa�U z�' �Zz O�oN° U LU UJ (y (yf-:3�� Z w r jy z 0 I O}O1--Oy UtUUtpU(L I ul U z Lu Q � o c: u - M Q Z Q) v cn Q U c ui ca V/ 'I a o _Oi N z �z z �a IL U N � 0 SHEET 2nd floor CANTILEVER: BACK J6" TO SPAN 4S" FLOOR FLASHED AND =1" i" WEATHERPROOFING. 2FACE PER OWNER SPEC 4x4 PT POST W/ Ix CAP d BASE MOULDING O 4x4 PT POST W/ Ix CAP d BASE MOULDING 2x(o STAIRWELL WALLS OPEN TREAD STAIRS 9,51' TREADS _ W/ 1/2" NOSING 125" RSRS - 16 - COMMUNITY DEVELOPMENT APPROVED O 1 m O r FM GENERAL FRAMING/LAYOUT NOTES: APPLICABLE CODES: - FLORIDA BUILDING CODE 201-1 6th EDITION, 1) EXTERIOR WALLS: NEW CONSTRUCTION: IST FLOOR: - 2x4 026YP W/ R-13 INSULATION - x/16" 0515 W/' TYvEK OR EQ, OR PTIONAL ZIPBOARD - HAR BOARD - LAP SIDING t TRIM - 1/2 G BOARD INTERIOR 2nd FLOO - 2x4 " STP w/R-13 INSULATION - x/16" SB W/ TYVEK OR EQ. ZIP -BOARD OPTIONAL - HARDIBOARD - LAP SIDING AND TRIM - INTERIOR - 1/2" SHEETROCK 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURERS SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND REQUIREMENTS AND STANDARDS. - optional GARAGE DOOR: SERIES 280 DL: 25/PSI TL: 3-1,5/PSI - HOUSE -TC -GARAGE DOOR -0 HAVE SELF -CLOSURE MECHANISM - WINDOWS LESS THAN 18" AFF TO BE SAFETY GLASS PER FBC-R 200-1-308 3) INTERIOR FRAMING 2X4 TYP„ 2X6 AT PLUMBING AND BEAR'NG WALLS > 10' -IT, FINISH 1/2" SHEETROCK •... MA50NITE GREEN BOARD INSTALLED IN BATH AREA FLOOR COVERING AND ENTIRE BATH ENCLOSURES 4) PLATES: MAIN IST FLOOR: 8'-1-I/8 PL - FLOOR JOISTS: 16" FLOOR ENGINEERED TJI JOISTS W/ 3/4" T d G CD>< SUBFLOOR - 2ND FLOOR "'AIN: 9'-1-1/8" PL ---> I8'--1" TOP PL 5) - MAIN ROOF PITCH: 3/12,24" OVERHANG TYP, ••••. ANY AND AL MANUFACTURED FLOOR TRUSSES, ROOF TRUSSES, BEA7OR FABRICATED MEMBERS TO BE DESIGNED AFTW ON-SITE DIMENSIONS AND CONDITIONS REQUIRED FORSUITABILITY HAVE BEEN VERIFIED. ROOF RAFTERS IeISTS PER DESIGNS BY STRUCTURAiENGINEER - METAL ROOF PANELS PER MANUF, SPECS - -1/16" OSB ROOF DECK W/ 015 FELT TYP. - PEEL -N -STICK UNDERLAYMENT IN RIDGES t VALLEYS AND LOWERED PITCH ROOF AREAS - ICYNENE FOAM -SPRAYED ATTIC INSULATION TYP. 6) FOUNDATION: CMU FOOTING PER ENGINEER - VERIFY EXTERIOR BEARING WITH ENGINEER - VERIFY INTERIOR BEARING WITH ENGINEER -7) INSULATION AREAS TO INCLUDE: - ALL EXTERIOR WALLS - ALL WALLS ADJACENT TO UNCONDITIONED SPACES - ALL PLUMBING WALLS - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS 8) HVAC BY OTHERS 9) PLUMBING BY OTHERS 10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LICENSED STRUCTURAL ENGINEER OR TRUSS MANUFACTURER. 3'-c 11 2ND FLOOR DECK CANTILEVER O I � Paver Fat i o OUTDOOR SHOWER 2x6 WEST WALL o m 12 x &'-a <t c<1 rn MASTER BEDROOM PL 3'-5" 6'-4" 31-511 m MOVEABLE CUSTOM BED 4'-4" a WALL PER OWNER a010 GO ————— _— IRON BOARD up 2'-4112" (o'- o 71 \p ' O(o8 Bl SHbE A IG$ - ___j 'BE�OLI � TAGK� framed wf ow box per OLLner spec 4'-6" 9'-4 11 WASHE cYl RYE vert 5 WOOD SHELVES m ----- __-_ -_._ SHOWER <v c0 w 2'-10" I 3 -O 3 -1 cz HVAC 0 bidet comb 2xro WEST WALL RINNAI ;TANKLE55 WTR HTR WTR SOFT 13'-10" Ifs S I� p I I m I I � ICZ 2nd Floor: DEEP I I - SINK � 206 sf d' 100 sf Total Under Roof: PL r +12" STEP 1st floor • 48x30 Conc. Stair pad let Floor: II -_-7'I 2nd Floor: sf e--660 GOND, SQ, FTG: 1225 sf Carport: 206 sf 2nd Floor Porch: 100 sf Total Under Roof: � II � rol o treads X T,5 rsrs Q _ m 1 • 48x30 Conc. Stair pad let Floor: 565 sf 2nd Floor: sf e--660 GOND, SQ, FTG: 1225 sf Carport: 206 sf 2nd Floor Porch: 100 sf Total Under Roof: 15311 sf Re V16 w cf5®ef3 Lu w Lu U �Q Q_oUiQ Ozw-3 ULaw� }!11 73 U UIL !L m LL cp z Q z w Q O Lijd0(L�U !—�fLCoz� O�LuzQQC z4zz 0 0 0 0 0 0 LL w Q/ 1JU O O O}O�O(Y UwUct)U(L R FRAME WALL FOR S.K. 61 " 2ND FIN FL =� m\ IST FL PL i NEW 15T FIN FL " FRAME STEPS TO PAVER PATIO 2ND FIN FL " IST FL PL i O GARAGE FIN FL FRAMED STAIRS TO LAN ING 12 D South Side Elevation 12 Q 3 North Side Elevation S" METAL ROOF PANELS PER MAUF SPECS 6 PAINTED FASCIA W/ VENTED VINYL SOFFITS 4" HARDIPLANK FRIEZE 12" LEDGER TRIM HARDILAP SIDING: t TRIM AS SHOWN 2'-O 4x4 PT POSTS W/ Ix CAP AND BASE 1" fOULDINC TO HEADER BEAM SOFFIT 2ND FIN_f IST FL P1 HARDILAP SIL 2" W/ 4" ACCENT PANEL METAL RC PER M 6" PAIi` LJ/ VENTED VII 4" HARDIPL 12" Li HARDILAP SIDING i TRIT � " CANTILEVERED DECK JOISTS W/ ALUM RAILING PER CODE BETWEEN 4X4 NEWELS =d 2ND FIN FL �i IST FL PL 2" LINTEL A' W/' 4" TRIM AND AC i MOUNTED HARDILAP MAIN FIN FL I-'*%vCAI &...I�i Y G1 V 1 VT 1 WOOD AWNINC3 SI-IADE AME WALL CANTILEVERED DECK JOISTS W/ ALUM RAILING PER CODE BETWEEN 4X4 NEWELS COMMUNITY DEVELOPMENT APPROVED W/ 4x16 BRACKETS Front Elevation 3 ReVie ion6 0 Lu o� aLu 0 w a� C) 4)- Z Z W LL O UOLu U U � Z d LL d O O OL w OwaU Iii O (L > U �FtLd) ��nw�dtK O O od) fl O �ji1U��rJ _O U iS 1- 0 � U Lu (J) Q_ J v z ,3 V/ U- ��z99 lu Q) d +`— Q) m9 I n y / n� I � liJ\ � cC0 cq lu � Q it Cn O N Z Q � LL U m � Q SHEET A-3 gas grfll/wok W/ sink in stainless-steel cab SUMMER SUNSET 5 ALCONI' KITCHEN u _0 o en O no - / " - -micro - c okto w/ rood A LL I DW SINK I - - - IV - - - - - -/- - - ------------ 02 - -------- C GREAT ROOM I down end floor electrical I I I I IP --�---below landing ELECTRICAL COUNT SYMBOL ceiling fan globe 1 4 pendant globe 4 0 baseboard heater 1 2 0 electrical panel 2 ceiling globe light 2 Oo fluorescent fixture 3 Ell recessed hi -hat 2-1 0 under -cabinet 11 ght 3 wall mount 1 9 Q wall mount 2 8 U cable tv outlet 3 T fan 3 outlet 25 outlet 220v 5 outlet gf i ro &I outlet wp T, as #-� smoke detector 3 switch 6 $ switch 3 way 10 $3 switch double 3 $$ su, i tch quad I $$$$ switch triple 3 $$$ switch with outlet 2 bs telephone 3 4 carbon monoxide detector i co � - I HIGH - EFFICACY EFFICACY �-41C-sH- EFFICAGY H EFFICACY HIGYH- EFFIGACY GENERAL INSTALLATION NOTES: 1) VERIFY ALL FIXTURES, TYPES, STYLES AND LOCATIONS ON SITE WITH OWNERS AND CONTRACTOR, 2) ANY DISCREPANCIES, OMISSIONS, OR OVERAGES TO BE ADDRESSED PRIOR TO INSTALLATION. 3) AR(:; -FAULT CIRCUIT INTERRUPTERS INSTALLED OUTLETS AS REQUIRED PER FIB(-- 5tH ED - E 3902.12, AND AS DESCRIBED IN NEC 210.12 - TO INCLUDE: ALL BEDROOMS, LIVING, DINING, DEN, REG ROOMS, HALLWAYS AND CLOSETS. 4) ALL SMOKE DETECTORS TO BE INTERCONNECTED. 5) VERIFY POOL AND LANDSCAPE REQUIREMENTS W/ OWNER, CONTRACTOR, 3 SUB -CONTRACTORS, 6) MINIMUM l59. HIGH -EFFICACY LIGHTINS REQUIRED PER FBC 5th ED - ENERGY CONSERVATION 8404 NOTED FIXTURES INDICATED ON SCHEDULES: - TOTAL HI -EFF: 40 - 16.929. TOTAL FIXTURES: 52 6) TYPICAL SERVICE REQUIRED: AMP, - - - - - - - - - I I � I SIEGES I�- D s ® CARFORt opener I ' I Ir r I / I I \ - I I \ \ I ` \ I 1st floor electrical RINNAI TANKLE55 WTR HTR WTR SOI=T Q cLs�� Q N O G� O tu Qz�� UQw`n (Y} ul LL �q00� !J1 4 UJ 0 1iULUL-cUz LUd) iu 4 0 o- 0 +- (L cp z =s 7 �0- o�c��oo += LL U NI'LL NO O O}O�O(X U w U cn U (L W 0 08z d�A-i Qi Ell a .7rj Q (u ULLU- U LU as #-� SHEET Qi Ell a .7rj Al m U SHEET 9'-4" 2ND FLOOR CEILING PL THRUST BLOCK (3) 2" X 12" STRING RS SECURED TO SLAB 5 TREADS 1@ 9,5" _/ 6 RISERS A 1,125" 6TAIRWAY LAYOUT 12 IGYNENE FOAM INSULATION 1/2" GYP BD. CEILING TAPED AND SPRAYED 8 RISERS 6 1.125" G T TREADS 6 9,5" G TOTAL HGT = 113.815" G R-13 BATT G INSULATION Cl - Q� 2" X 6" LEDGER NOSING 6x6 NEWEL SUPPOR �3/4" SUB -FLOOR 2X6 LANDING JOIST i 16.15" FLR SYS W/ 1/2" CDX LANDING NGT = 51" REFER TO TJI INSTALLATION LAYOUT FOR JOIST REQUIREMENTS - - e TOP OF STAIRWAY (3) 2" X 12" STRINGERS Co i CV THRUST BLOCK (3) 2" X 12" STRING RS SECURED TO SLAB 5 TREADS 1@ 9,5" _/ 6 RISERS A 1,125" 6TAIRWAY LAYOUT 12 IGYNENE FOAM INSULATION 1/2" GYP BD. CEILING TAPED AND SPRAYED 3/4" 3/4" T4G CDX SUBFLOOR 16" FLOOR TRUSSES W/ BATT INSUL, FOR DAMPENING SOUND METAL ROOF PANELS PER MFGR, RECOMMENDATIONS OVER 1/2" CDX SHEATHING WITH *15 FELT PERPENDICULAR TO ROOF TRUSSES WITH STAGGERED END JOINTS, NAILED WITH SD COMMON NAILS a 6" O,C. ON EDGES EDGES AND IN FIELDS OVER ENG, WOOD TRUSSES OR CONY, FRAMED RAFTERS ALUM DRIP EDGE roHARDIE FASCIA W/ 1x2 PT SUBFASCIA TRIM VENTED ViNYL SOFFITS 4" HARDIE FRIEZE TRIM HARDiLAP SIDING 4 TRIM -1/1ro" OSB WALL SHEATHING OR 1/2" ZIPBOARD FASTEN W/ ad COMMON I@ roll O,C, EDGES / ro" O.C. INT TO TYVEK OR EQ, VAPOR BARRIER 2 X 4 02 CONST GRADE OR BTR, STUDS a 16" O,C, 2Xro SHOE PLATE GALV, METAL STRAPS a GALV, FLASHING UP 12" TO 12" HARDIE LEDGER HANDRAILS PER FI5CR311,5,6: PER 2014-F5G-R Handrails shall be provided on at least one side of each continuous run of treads or flights of four or more risers. F5GR3ll,5.6.1 - HEIGHT: Handrill height measured vertically from the sloped HARDILAP SIDING 4 TRIM plane adjoining the tread nosing, c•+r finish surface of ramp slope 1/2 GYP BD, shall not be less than 34" and not more than 36", I TAPED AND PAINTED OSB WALL SHEATHING EXCEPTION: When fittings are used to provide transition between flights, transition from handrail to guardrail, or used at the start of R-13 BATT FASTEN W/ ad COMMON the stair, the handrail height at the fitting shall be permitted to INSULATION exceed the maximum height, IL I -a 6" O,C, EDGES / roll O,C, INT TO FBCR311,5.6.2: - Gontinuity: Handrails for stairways shall be continuous - _�_ _ for the full length of the flight, from a point directly above the top I TYVEK OR EQ. VAPOR BARRIER nosing edge of the flight to a pont directly above the lowest 2 X 4 *2 CONST GRADE OR BTR, STUDS nosing edge of the flight, Handrail ends shall be returned or shall � � terminate in newel or safety terminals. Handrails adjacent to a wall a 16 shall have a space of not less than 1-1/2" between the wall and the handrails. EXCEPTIONS: 1) Handrails shall be permitted to be interrupted by a newel post at the turn and at the top of the flight. 2) The use of a volute, turnout, starting easing or newell shall be allowed over the lowest tread. GALV, FLASHING UP HANDRAIL GRIP SIZE PER F5CR311,5,6.3: All required handrails shall be on to the following types to provide 12'� H,4RDIE LEDGER 0equivalert graspability. TREATED, GLEAN, I. Type 1: Handrails with a circular cross-section shall have an outside diameter of at least 1-1/4" but not greater than 2". If the handrail is COMPACTED FiLL not circular It shall have a perimeter dimension of at least d'' but not greater OVER (o -MIL A1330-1 X i/2" ANCHOR BOLT than 6-1/4" with a mx, cross-section of dimension 2-1/4"• W/ 2" WASHER e 2, Type 2: Handraile with a perimeter of greater than ro-1/4 1 shall provide a I VAPOR BARRIER �o" FROM CORNERS graspable finger recess area on both sides of the profile, The finger recess $hall begin with a distance of 3/4" measured vertically from the tallest portion of the profile. This required depth shall continue for at least 3/8" to a level than in not less than 1-3/4" below the tallest portion of the profile.°a—°- I= The minimum width of the hardrall above the recess shall be 1-1/4" - to a maximum of 2-3/4", Edges shall have a minimum radius of o.oi" I - —"IIII�STUCCO WORM FINISH BELOW LEDGER GUARDS: 8312,1 Required: Porches balconies or rated floor surfaces located more than 30" above the floor or grade below shall have guards not less than 36" in height, I Open sides of stairs with a total rise of more than 30" above the floor or grade below—111I1i� shall have guards not less that 34" in height mSEE FOUNDATION PLAN 4 ENGINEERING SPECSeasured vertically from the nosing of the treads, Porches and decks which are enclosed with insect screening shall be provided I FOR FTR SIZES AND BAR with guards where walking surface is located more than 30" above the floor of REQ .CJ grade below. ° 8312,2 - Guard opering limitations: Required guards on open sides of stairways, raised p ,a p 'o oa p a ,a 12" MIN DISTANCE BELOW GRADE Floor areas, balconies, and porches shall have intermediate rails of ornamental closures which do not passage of a sphere of 4" or more in diameter, o a 4 s EXCEPTIONS: 1) The triangular opening formed by the riser, tread, and bottom rail ^ ° guard at the open aide of the stairway are permitted to be such a size that a sphere TYF ICAL 2-51'OR''� of 6" cannot pass through, 2) Openings required for guards on the side treads of the rail shall not allow a sphere 4-3/8" to pass through, '' II II FRAME ALL SECTION 0 UJ z �w � o0 ff LU 4 jzw cLouca :zLU 4wU- UQWc� }W U U(YZ z•q LL Ca w�n��QO y- 0- z OspwQ`t z* ffQ zz (k a ooi�i ou :3 11- zwz,(YzQ O}OF--OlL U L.0 d) l_ IN SHEET A-5 G 1/2" GYP, BD. G TAPED AND PAINTED G R-13 BATT G INSULATION Cl - 3/4" 3/4" T4G CDX SUBFLOOR 16" FLOOR TRUSSES W/ BATT INSUL, FOR DAMPENING SOUND METAL ROOF PANELS PER MFGR, RECOMMENDATIONS OVER 1/2" CDX SHEATHING WITH *15 FELT PERPENDICULAR TO ROOF TRUSSES WITH STAGGERED END JOINTS, NAILED WITH SD COMMON NAILS a 6" O,C. ON EDGES EDGES AND IN FIELDS OVER ENG, WOOD TRUSSES OR CONY, FRAMED RAFTERS ALUM DRIP EDGE roHARDIE FASCIA W/ 1x2 PT SUBFASCIA TRIM VENTED ViNYL SOFFITS 4" HARDIE FRIEZE TRIM HARDiLAP SIDING 4 TRIM -1/1ro" OSB WALL SHEATHING OR 1/2" ZIPBOARD FASTEN W/ ad COMMON I@ roll O,C, EDGES / ro" O.C. INT TO TYVEK OR EQ, VAPOR BARRIER 2 X 4 02 CONST GRADE OR BTR, STUDS a 16" O,C, 2Xro SHOE PLATE GALV, METAL STRAPS a GALV, FLASHING UP 12" TO 12" HARDIE LEDGER HANDRAILS PER FI5CR311,5,6: PER 2014-F5G-R Handrails shall be provided on at least one side of each continuous run of treads or flights of four or more risers. F5GR3ll,5.6.1 - HEIGHT: Handrill height measured vertically from the sloped HARDILAP SIDING 4 TRIM plane adjoining the tread nosing, c•+r finish surface of ramp slope 1/2 GYP BD, shall not be less than 34" and not more than 36", I TAPED AND PAINTED OSB WALL SHEATHING EXCEPTION: When fittings are used to provide transition between flights, transition from handrail to guardrail, or used at the start of R-13 BATT FASTEN W/ ad COMMON the stair, the handrail height at the fitting shall be permitted to INSULATION exceed the maximum height, IL I -a 6" O,C, EDGES / roll O,C, INT TO FBCR311,5.6.2: - Gontinuity: Handrails for stairways shall be continuous - _�_ _ for the full length of the flight, from a point directly above the top I TYVEK OR EQ. VAPOR BARRIER nosing edge of the flight to a pont directly above the lowest 2 X 4 *2 CONST GRADE OR BTR, STUDS nosing edge of the flight, Handrail ends shall be returned or shall � � terminate in newel or safety terminals. Handrails adjacent to a wall a 16 shall have a space of not less than 1-1/2" between the wall and the handrails. EXCEPTIONS: 1) Handrails shall be permitted to be interrupted by a newel post at the turn and at the top of the flight. 2) The use of a volute, turnout, starting easing or newell shall be allowed over the lowest tread. GALV, FLASHING UP HANDRAIL GRIP SIZE PER F5CR311,5,6.3: All required handrails shall be on to the following types to provide 12'� H,4RDIE LEDGER 0equivalert graspability. TREATED, GLEAN, I. Type 1: Handrails with a circular cross-section shall have an outside diameter of at least 1-1/4" but not greater than 2". If the handrail is COMPACTED FiLL not circular It shall have a perimeter dimension of at least d'' but not greater OVER (o -MIL A1330-1 X i/2" ANCHOR BOLT than 6-1/4" with a mx, cross-section of dimension 2-1/4"• W/ 2" WASHER e 2, Type 2: Handraile with a perimeter of greater than ro-1/4 1 shall provide a I VAPOR BARRIER �o" FROM CORNERS graspable finger recess area on both sides of the profile, The finger recess $hall begin with a distance of 3/4" measured vertically from the tallest portion of the profile. This required depth shall continue for at least 3/8" to a level than in not less than 1-3/4" below the tallest portion of the profile.°a—°- I= The minimum width of the hardrall above the recess shall be 1-1/4" - to a maximum of 2-3/4", Edges shall have a minimum radius of o.oi" I - —"IIII�STUCCO WORM FINISH BELOW LEDGER GUARDS: 8312,1 Required: Porches balconies or rated floor surfaces located more than 30" above the floor or grade below shall have guards not less than 36" in height, I Open sides of stairs with a total rise of more than 30" above the floor or grade below—111I1i� shall have guards not less that 34" in height mSEE FOUNDATION PLAN 4 ENGINEERING SPECSeasured vertically from the nosing of the treads, Porches and decks which are enclosed with insect screening shall be provided I FOR FTR SIZES AND BAR with guards where walking surface is located more than 30" above the floor of REQ .CJ grade below. ° 8312,2 - Guard opering limitations: Required guards on open sides of stairways, raised p ,a p 'o oa p a ,a 12" MIN DISTANCE BELOW GRADE Floor areas, balconies, and porches shall have intermediate rails of ornamental closures which do not passage of a sphere of 4" or more in diameter, o a 4 s EXCEPTIONS: 1) The triangular opening formed by the riser, tread, and bottom rail ^ ° guard at the open aide of the stairway are permitted to be such a size that a sphere TYF ICAL 2-51'OR''� of 6" cannot pass through, 2) Openings required for guards on the side treads of the rail shall not allow a sphere 4-3/8" to pass through, '' II II FRAME ALL SECTION 0 UJ z �w � o0 ff LU 4 jzw cLouca :zLU 4wU- UQWc� }W U U(YZ z•q LL Ca w�n��QO y- 0- z OspwQ`t z* ffQ zz (k a ooi�i ou :3 11- zwz,(YzQ O}OF--OlL U L.0 d) l_ IN SHEET A-5 09? UNFOLD TOP FLAP AND COVER DIAGONAL CUT IN WRB WITH SHEATHING TAPE oel APPLY HEAD FLASHING TO EXTEND 10" BEYOND ROUGH OPENING O APPLY JAMB FLAS ING TO BOTH SIDES OF DOOR FROM DOR FRAME TO WRB, EXTENDING 8-112" ABOVE DOOR ROUGH OPENING c INSTALL VULKEM AT THRESHOLD PER MFR. INSTRUCTIONS INSTALL DOOR, SHIM TO LEVEL, PLUMB AND SQUARE IN OPENING NOTE: ALL FLASHING TO BE SELF -ADHERING AND ROLLED SMOOTH f FLAT WITH A J -ROLLER WRAP WRB INT OPENING 1 REMC WRB FLAP CUT IN WRB EXTERICPR DOOR FLP45I-IINCx WRB ROOF PITCH AND MATERIALS MASONRY TILE INSTALLED PER MANUF, O \ 4 PLATE HEIGHT PER PLAN 211 EXTEND JAMB FLASHING SPECS W/ P.T. FURRING STRIPS OR FASCIA FLASHING. ®APPLY A 3/0" NOM. DIA. MINERAL SURFACE MODIFIED BITUMEN 120 MM BEAD OF SEALANT TO THE BACKSIDE (INTERIOR) OF THE \ AGAINST SEALANT (FLASHING MOUNTING FLANGE AROUND THICK W/ FIBERGLASS REINFORCEMENT - THE ENTIRE PERIMETER. HOLD BACK ASCIA AND DRIP PLACE BEAD IN LINE WITH EDGES $ PENETRATIONS SEALED W/ PLASTIC CEMENT EDGE 211 FRIM FACE OF WALL FASTEN IN PLACE. OVER 030 FELT ON 5/0" MIN, PLYWOOD SHEATHING (TILE) EXTERIOR FINISH PER PLAN OR OVER 015 FELT ON 1/2" PLYWOOD ON OSB ABOVE ROUGH � TYPICAL EXTERIOR FINISH PER P .AN I SHEATHING (SHINGLES) TYVEK OR EQUAL HOUSE W AP � ca METAL VALLEY TUCK TOP OF 5x5 FLASHING WITH KICK -OUT TO FLASHING JAMB FLASHING SHED WATER AWAY FROM EXTERIOR 1 , 1 BARRIER OVERLAP OF FLASH NG I ROOF SHEATH NG WATER SHIELD I � Sial FLASHING S RIP FLASHING VALLEY FLS H INC SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, I N T.S, � � O I � 1 RES'STANT FASTENERS. FAVEN WINDOWS PER TYPICAL EXTERIOR FINISH PER PLAN WINDOW MANUFACTURER SPECIFICATIONS. METAL SAVE DRIP OVER CHANNEL FLASHING UNDER IF - BUILDING PAPER AND BUILDING LATH 11.1 BARRIER (WRB)] CONT, Ix4 P,T, X MASONRY TILE INSTALLED PER MANUF, WOOD FASCIA lel SPECS W/ P,T, FURRING STRIPS OR 211 TOP CORNERS AND CENTER TO -14E EXTERIOR MINERAL SURFACE MODIFIED BITUMEN 120 MM / INTERIOR VIEW TOP LEFT CORNER OF WINDOW IK I C -CUT FLASHING THICK W/ FIBERGLASS REINFORCEMENT - EDGES t PENETRATIONS SEALED W/ PLASTIC CEMENT OVER "30 FELT ON 5/811 MIN, PLYWOOD SHEATHING (TILE) 26 GAUGE GALV, 29 GAU E GALV, GAUGE GALVANIZED OR OVER 015 FELT ON 1/2" PLYWOOD ON OSB FLA&HING c6mfnONENT6 SHEATHING (SHINGLES) 8" WIDE CONT, ROLL FLASHING NAILED TO SIDE OF Ix4 f FACE OF ROOF i SHEAHTING INSTALLED PRIOR TO ROOF FELT AND SHINGLES i 61DE WALL FLASHING N T, S. TYPICAL EXTERIOR FINISH PER PLAN G.1, Z -BAR FLASHING INSTALLED PRIOR TO AND UNDER BUILDING PAPER AND BUILDING LATH CONT. Ix4 P.T. METAL FLASHING INSTALLED ABOVE ROOF PRIOR TO TILE OR SHINGLE INSTALLATIONS MASONRY TILE INSTALLED PER MANUF. SPECS W/ F.T. FURRING STRIPS OR MINERAL SURFACE MODIFIED BITUMEN 120 MM THICK W/ FIBERGLASS REINFORCEMENT - EDGES E PENETRATIONS SEALED W/ PLASTIC CEMENT OVER "30 FELT ON 5/811 MIN, PLYWOOD SHEATHING (TILE) OR OVER "15 FELT ON 1/2" PLYWOOD ON 05B SHEATHING (SHINGLES) i HEAD WALL FLASH I G u.T.S. WRAP WRB INT OPENING 1 REMC WRB FLAP CUT IN WRB EXTERICPR DOOR FLP45I-IINCx WINDOW INSTALLATION (METHOD 5-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. [STEPS] Q IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL 4 WORKING OWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING, O APPLY SIL:- FLASHING APPLY JAMB FLASHING �lO APPLY BEAD OF SEALANT AROUND THE PERIMETER OF ® THE BACK SIDE (INTERIOR SURFACE) OF WINDOW MOUNTING FLANGE. IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. O APPLY BEAD OF SEALANT ACROSS THE FACE OF MOUNTING FLANGE AT HEAD APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED CTAPE, ALLOWING WRB TO LAY FLATOvER HEAD FLASHING. APPLT NEW SHEATHING TAPE OVER DIAGONAL GUT -SEE DIAGRAM, SECURE WRB e HEAD © [JAMB FLASHING L - EX END - EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING B 1/7' (22OMM) ABOVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORNERS TO EMPORARILY HOLD FLASHING IN PLACE UNTIL WRB 15 APPLIED. O® e [SECTION A] THROUGH WINDOW JAMB I WRB ROOF PITCH AND MATERIALS FLASH[NG O \ 4 PLATE HEIGHT PER PLAN 211 EXTEND JAMB FLASHING MOUNTING FLANGE AND FASCIA FLASHING. ®APPLY A 3/0" NOM. DIA. I BEAD OF SEALANT TO THE BACKSIDE (INTERIOR) OF THE \ AGAINST SEALANT (FLASHING MOUNTING FLANGE AROUND \ GOE8 OVER SEALANT). THE ENTIRE PERIMETER. HOLD BACK ASCIA AND DRIP PLACE BEAD IN LINE WITH BEYOND EACH JAMB FLASHING. EDGE 211 FRIM FACE OF WALL FASTEN IN PLACE. OUTS( E FACE OF WALL EXTERIOR FINISH PER PLAN ABOVE ROUGH � TYPICAL EXTERIOR FINISH PER P .AN I Q) TYVEK OR EQUAL HOUSE W AP � ca WEATHER -RESISTANT BARRIER TUCK TOP OF 5x5 FLASHING WITH KICK -OUT TO JAMB FLASHING SHED WATER AWAY FROM EXTERIOR SEALAI BARRIER OVERLAP OF FLASH NG I ROOF SHEATH NG I � Sial FLASHING it I Q SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, I ® � � O I � 1 RES'STANT FASTENERS. FAVEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. METAL SAVE DRIP IF - 11.1 BARRIER (WRB)] � X WOOD FASCIA lel -OP EDGE OF THE BARRIER LA AND TAPE THE 211 TOP CORNERS AND CENTER TO -14E EXTERIOR EXTERIOR WALL FACING / INTERIOR VIEW TOP LEFT CORNER OF WINDOW IK I C -CUT FLASHING 5 X 5 FLASHING "Z" FL 4SHING METAL DRIP EDGE 12ro 26 GAUGE GALV, 29 GAU E GALV, GAUGE GALVANIZED FLA&HING c6mfnONENT6 WINDOW INSTALLATION (METHOD 5-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. [STEPS] Q IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL 4 WORKING OWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING, O APPLY SIL:- FLASHING APPLY JAMB FLASHING �lO APPLY BEAD OF SEALANT AROUND THE PERIMETER OF ® THE BACK SIDE (INTERIOR SURFACE) OF WINDOW MOUNTING FLANGE. IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. O APPLY BEAD OF SEALANT ACROSS THE FACE OF MOUNTING FLANGE AT HEAD APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED CTAPE, ALLOWING WRB TO LAY FLATOvER HEAD FLASHING. APPLT NEW SHEATHING TAPE OVER DIAGONAL GUT -SEE DIAGRAM, SECURE WRB e HEAD © [JAMB FLASHING L - EX END - EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING B 1/7' (22OMM) ABOVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORNERS TO EMPORARILY HOLD FLASHING IN PLACE UNTIL WRB 15 APPLIED. O® e [SECTION A] THROUGH WINDOW JAMB I WRB FLASH[NG O \ SEALANT BEAD BETWEEN EXTEND JAMB FLASHING MOUNTING FLANGE AND FLASHING. ®APPLY A 3/0" NOM. DIA. \ BOTTOM OF HEAD FLASHING BEAD OF SEALANT TO THE BACKSIDE (INTERIOR) OF THE \ AGAINST SEALANT (FLASHING MOUNTING FLANGE AROUND \ GOE8 OVER SEALANT). THE ENTIRE PERIMETER. EXTEND HEAD FLA81IING PLACE BEAD IN LINE WITH BEYOND EACH JAMB FLASHING. [AFTER INSTALLATION] SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME BEAM UJNGTURE. ANY PRE -PUNCHED HOLES FLASHING AT HEAD EXTENDS OR SLOTS. I' BEYOND JAMB R ASHING (- SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERB. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS, O[WEATHER RESISTANT BARRIER (WRB)] AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL, GENTLY RAISE THE TOPEDGE OF THE BARRIER UP AND TAPE THE 'OP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. INTERIOR VIEW TOP LEFT CORNER OF WINDOW WINDOW INSTALLATION (METHOD A-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. [STEPS] O IN WATER SHEDDING FASHION, STARTING AT THE BABE OF THE WALL 4 WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OW THE SHEATHING. O APPLY BILL FLASHING APPLY BEAD OF SEALANT 3 AT BACK OF WINDOW FLANGE / SET WINDOW USING PAN HEAD SCREWS TO FACILITATE IN5PECT:ON. APPLY BEAD OF SEALANT AT SIDE JAMBS, EXTEND 8 1/2" ® APPLY JAMB FLASHING APPLY BEAD OF SEALANT � AT LEAD l5 APPLY HEAD FLASHING k,f REMOVE PREVIOUSLY APPLT TAPE, ALLOWING WRB TO LAIED © FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL OUT - SEE DIAGRAM. SEALANT BEAD BEHIND MOUNTING FLANGE SEAL THE WINDOW FRAME TO OPENING. APPLY A 3/8' NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR BLOTS. [JAMB FLASHING ] APPLY CONT. SEAL :O THE MOUNTING FLANGES AT THE TOP (HEAD) AND 81DE8 (JAMB8) OF WINDOW. EXTEND SEALANT AT JAMBS B 1/2" /.BOVE THE R.O. AT HEAD, EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING ^ GOES OVER SEALANT). {SECTION A] t4R000H WINDOW JAMB SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE, SECURE WRB AT HEAD FLASHING AT HEAD EXTENDS I" BEYOND JAMB FLASHING. OO [HEAD FLASHING ] -EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT), EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. A Q [JAMB FLASHING] _� [HEAD FLASHING ] APPLY A CONT. SEAL ALONG O \ MOUNTING FLANGE AT THE EXTEND JAMB FLASHING HEAD. FLASHING GOES OVER \ MOUNTING FLANGE. EMBED I \ BOTTOM OF HEAD FLASHING TO OVERLAP SILL \ AGAINST SEALANT (FLASHING \ GOE8 OVER SEALANT). \ EXTEND HEAD FLA81IING \ BEYOND EACH JAMB FLASHING. \ FASTEN IN PLACE. � (- SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERB. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS, O[WEATHER RESISTANT BARRIER (WRB)] AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL, GENTLY RAISE THE TOPEDGE OF THE BARRIER UP AND TAPE THE 'OP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. INTERIOR VIEW TOP LEFT CORNER OF WINDOW WINDOW INSTALLATION (METHOD A-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. [STEPS] O IN WATER SHEDDING FASHION, STARTING AT THE BABE OF THE WALL 4 WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OW THE SHEATHING. O APPLY BILL FLASHING APPLY BEAD OF SEALANT 3 AT BACK OF WINDOW FLANGE / SET WINDOW USING PAN HEAD SCREWS TO FACILITATE IN5PECT:ON. APPLY BEAD OF SEALANT AT SIDE JAMBS, EXTEND 8 1/2" ® APPLY JAMB FLASHING APPLY BEAD OF SEALANT � AT LEAD l5 APPLY HEAD FLASHING k,f REMOVE PREVIOUSLY APPLT TAPE, ALLOWING WRB TO LAIED © FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL OUT - SEE DIAGRAM. SEALANT BEAD BEHIND MOUNTING FLANGE SEAL THE WINDOW FRAME TO OPENING. APPLY A 3/8' NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR BLOTS. [JAMB FLASHING ] APPLY CONT. SEAL :O THE MOUNTING FLANGES AT THE TOP (HEAD) AND 81DE8 (JAMB8) OF WINDOW. EXTEND SEALANT AT JAMBS B 1/2" /.BOVE THE R.O. AT HEAD, EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING ^ GOES OVER SEALANT). {SECTION A] t4R000H WINDOW JAMB SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE, SECURE WRB AT HEAD FLASHING AT HEAD EXTENDS I" BEYOND JAMB FLASHING. OO [HEAD FLASHING ] -EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT), EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. A Q [JAMB FLASHING] _� A EXTEND JAMB FLASHING ui I TO OVERLAP SILL Q FLASHING. EXTEND �! JAMB FLASHING 8 1/2` ABOVE ROUGH c1 Q) OPENING AT HEAD, � ca TUCK TOP OF JAMB FLASHING /I SEALAI UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. Sial FLASHING it SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, ® PLUMB, AND LEVEL CONDITION. USE CORROSION O RES'STANT FASTENERS. FAVEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. _- [WEATHER RESISTANT BARRIER (WRB)] AT A 4S DEGREE ANGLECAREFULLY CUT THE BARRIER ON A C,AGONAL. GENTLY RAISE THE -OP EDGE OF THE BARRIER LA AND TAPE THE TOP CORNERS AND CENTER TO -14E EXTERIOR WRB SURFACE ABOVE. / INTERIOR VIEW TOP LEFT CORNER OF WINDOW 41F EM71 ROOF FLA6HING LEGEND 6 - DRIP EDGE FLASHING: A DRIP EDGE TO BE PROVIDED AT ALL EAVES AND GABLES OF TILED AND SHINGLED ROOFS, TO OVERLAP A MINIMUM OF 3 INCHES, EAVE DRIP EDGES SHALL EXTEND 1/2" BELOW SHEATHING AND EXTEND BACK ON ROOF A MINIMUM OF 2 INCHES, THE DRIP EDGE TO BE MECHANICALLY FASTENED A MAXIMUM OF 6" O.C., DRIP EDGE AT EAVES TO BE INSTALLED OVER UNDERLAYMENT, THERE SHALL BE A MINIMUM 4 -INCH WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE WI -!ERE BASIC WIND SPEED PER FIGURE R301.2(4) IS 110 MPH OR GREATER, OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET, DRIP EDGES TO BE MECHANICALLY FASTENED A MAXIMUM OF 4 INCHES O,C, INSTALL A MINIMUM 8" WIDE ANTI -PONDING METAL FLASHING TO ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP, NAIL TOP EDGE ONTO ROOF, THE UNDERLAYMENT IS TO CONFORM WITH ASTM D 226, TYPE I OR TYPE 11, OR ASTM D 4869, TYPE I OR II, UNDERLAYMENT TO BE INSTALLED FOR WATER - SHEDDING, STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTALLY, UNDERLAYMENT TO OVERLAP A MINIMUM OF 19 INCHES AND BE MECHANICALLY FASTENED AT 36" O.C. MAXIMUM, I - HIP r -LASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. AT HIP L'NE, FOLD UNDERLAYMENT OVER HIP AND MECHANICALLY FASTEN AT 3611 O,C, MA, TO OPPOSING SIDE OF ROOF, REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON HIP, 2 - RIDGE FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. LAST LAYER APPLIED AT RIDGE TO BE FOLDED OVER RIDGE AND MECHANICALLY FASTEN AT 36" O,C, MA, TO OPPOSITE SIDE OF ROOF. REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON RIDGE, 3 - VALLEY FLASHING: VALLEY LININGS INSTALLED PER MANUFACTURER'S SPECS BEFORE APPLYING TILE OR SHINGLES, LININGS PERMITTED: I, FOR CLOSED VALLEYS, INSTALL PREFORMED CLOSED VALLEY METAL EITHER AT III MIN, WIDTH (24" STRETCH -OUT) WITH MINIMUM 2-1/2" HIGH CENTER DIVERTER AND A MINIMUM 1" METAL EDGE RETURNS, OPTION OF RIBBED DESIGN WITH A III CENTER DIVERTER, MIN. (4) 3/8" RIBS SPACED 1-1/2" WITH 3-3/4" FLANGE, LAP JOINTS MINIMUM 611 WITH APPLIED COATING OR SEPARATOR SHEET, 2. OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH MIN, WIDTH OF 16" (24" STRETCH -OUT) WITH MINIMUM Ili HIGH TWIN CENTER DIVERTER AND A MINIMUM 1" METAL EDGE RETURNS, LAP JOINTS MIN, 6" WITH APPLIED COATING OR SEPARATOR SHEET, 3, FOR VALLEY METAL RETURNS, A) SECURE WITH CLIPS FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP 1" METAL EDGE RETURNS TO BATTEN STRIP WITH ROOFING NAILS THROUGH METAL STRAP, B) TRIM METAL AT VALLEY AND RIDGE JUNCTIONS TO ENSURE WATER SHEDDING ONTO VALLEY, C) INSTALL LEAD SOAKER AT ALL VALLEY d RIDGE JUNCTIONS, TURN LEAD UP MINIMUM OF ill TO CREATE WATER DIVEilTER TO ENDURE WATER SHEDDING ONTO VALLEY, D) OUTER EDGE OF VALLEY METAL SHALL OVERLAP DECK FLANGE OF DRIP EDGE MINIMUM OF I INCH, CENTER OF VALLEY TO EXTEND MIN. OF 211 BEYOND DRIP EDGE, 4 - CRICKET AND SADDLE FLASHING: CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CNIMNE?' GREATER 'I H4AN 30' WIDE. CRICKET AND SADDLE COVERINGS TO BE SHEET METAL OR OF THE SMAE MATERIAL AS THE ROOF COVERING, RIDGE AND VALLY FLASHING OF CRICKET AND SADDLE TO BE SAME AS RIDGE AND VALLEY OF MAIN ROOF. 5 - BASE AND COUNTERFLASHING: BASE AND COUNTERFLASHING TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION SPECIFICATIONS, OR A CONTINUOUS METAL MINIMUM 41i BY 4" "L" FLASHING TO BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO THE BASE OF THE WALL AND OVER UNDERLAYMENT, BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 6" O.C, WITH APPROVED FASTENERS, ALL LAPS TO BE A MINIMUM OF 4", FULLY SEALD IN APPROVED FLASHING CEMENT. FLASHING TO BEGIN A THE LOWER PORTION OF ROOF TO ENSURE WATER SHEDDING OF ALL METAL LAPS, ENTIRE EDGE OF HORIZONTAL FLANGE TO BE SEALED, COVERING ALL NAIL'PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE, SHINGLES TO OVERLAP THE THE HORIZONTAL FLANGE AND SET IN APPROVED FLASHING CEMENT. BASE FLASHING TO BE EITHER CORROSION -RESISTANT METAL PROVIDED IN SECTIOIN R9O5,2,8.1 OR MINERAL SURFACE ROLL ROOFING WEIGHING MINIMUM OF 7-1 POUNDS PER 100 SQUARE FEET. COUNTERFLASHING TO BE CORROSIION- RESiSTAT METAL WITH A MIN. THICKNESS PROVIDED IN TABLE 903,1 - 2004 FBG. Tqp i ashin Detai Is �'�visions w U Z ui Q ul �! v c1 Q) U � ca �m U' -i v, co Q r lL tu 0 c cq JU Zco Q' U Q � f a HANDRAILS PER FSCR311.5.6: Handrails shall be provided on at least one side of each continuous run of treads or flights of four or more risers, F5CR3Il,5.6.1 - HEIGHT: Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope shall not be less than 34" and not more than 38". EXCEPTION: When fittings are used to provide transition between flights, transition from handrail to guardrail, or used at the start of the stair, the handrail height at the fitting shall be permitted to exceed the maximum height, F5CR3ll,5.6.2: - Continuity: Handrails for stairways shall b® continuous for the full length of the flight, from a point directly above the top nosing edge of the flight to a point directly above the lowest nosing edge of the flight. Handrail ends shall be returned or shall terminate in newel or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2" between the wall and the handrafls. EXCEPTIONS: 1) Handrails shall be permitted to be interrupted by a newel post at the turn and at the top of the flight. 2) The use of a volute, turnout, starting easing or newel) shall be allowed over the lowest tread. HANDRAIL GRIP SIZE PER F5CR3II,5.(o.3: All required handralls shall be on to the following types to provide equivalent graspability. I. type I: Handrails with a circular cross-section shall have an outside diameter of at least 1-1/4" but not greater than 2 If the handrail is not circular it shall have a perimeter dimension of at least 4" but not greater than 6-1/4" with a mx, cross-sectlon of dimension 2-1/4". 2, Type 2: Handrails with a perimeter of greater than 6-I/41' shall provide a graspable finger recess area on both sides of the profile. The finger recess shall begin with a distance of 3/4" measured vertically from the tallest portion of the profile. This required depth shall continue for at least 3/8" to a level than in not less than 1-3/4" below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1-1/4" to a maximum of 2-3/4". Edges shall have a minimum radius of o,oi" GUARDS: R312,1 Required: Porches balconies or rated floor surfaces located more than 30" above the floor or grade below shall have guards not less than 36" in height, Open sides of stairs with a total rise of more than 30" above the floor or grade below shall have guards not less that 34" in height measured vertically from the nosing of the treads. Porches and decks which are enclosed with insect screening shall be provided with guards where walking surface is located more than 30" above the floor of grade below, R312.2 - Guard opening limitations: Required guards on open sides of stalrways, raised floor areas, balconies, and porches shall have intermediate rails of ornamental closures which do not passage of a sphere of 4" or more in diameter. EXCEPTIONS: 1) The triangular opening formed by the riser, tread, and bottom rail guard at the open side of the stairway are permitted to be such a size that a sphere of 611 cannot pass through, 2) Openings required for guards on the side treads of the rail shall not allow a sphere 4-3/8" to pass through. 8RM,4N R NCE 5.36 Beach venue atlantic Beach, Florida GENERAL FRAMING/LAYOUT NOTES: APPLICABLE CODES: - FLORIDA BUILDING CODE 201-1 6th EDITION, 1) EXTERIOR WALLS: NEW CONSTRUCTION: IST FLOOR: - 2x4 *28YP W/ R-13 INSULATION - -1/16" OSB W/' TYVEK OR EQ, OR OPTIONAL ZIPBOARD - HARDIBOARD - LAP SIDING 4 TRIM - 1/2 GYP. BOARD INTERIOR 2nd FLOOR: - 2x4 *2 SYP w/R-13 INSULATION - _7/1ro" OSB W/ TYVEK OR EQ, ZIP -BOARD OPTIONAL - HARDIBOARD - LAP SIDING AND TRIM - INTERIOR - 1/2" SHEETROCK 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURERS SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND REQUIREMENTS AND STANDARDS. - optional GARAGE DOOR: SERIES 280 DL: 28/PSI TL: 37.5/PSI - HOUSE -TO -GARAGE DOOR TO HAVE SELF -CLOSURE MECHANISM - WINDOWS LESS THAN 18" AFF TO BE SAFETY GLASS PER FBC-R 200-1-308 3) INTERIOR FRAMING 2X4 TYP., 2X6 AT PLUMBING AND BEARING WALLS > 10' HT, FINISH 1/2" SHEETROCK **** MASONITE GREEN BOARD INSTALLED IN BATH AREA FLOOR COVERING AND ENTIRE BATH ENCLOSURES 4) PLATES- - MAIN IST FLOOR: 8 -1-1/8" PL - FLOOR JOISTS: 16 FLOOR ENGINEERED TJI JOISTS W/ 3/4" T 4 G CDX SUBFLOOR - 2ND FLOOR MAIN: 9'-1-1/8" PL ---> 18'--1" TOP PL SJ - MAIN ROOF PITCH: 3/12, 24'' OVERHANG TYP. ***** ANY AND ALL MANUFACTURED FLOOR TRUSSES, ROOF TRUSSES, BEAMS OR FABRICATED MEMBERS TO BE DESIGNED AFTER ON-SITE DIMENSIONS AND CONDITIONS REQUIRED FOR SUITABILITY HAVE BEEN VERIFIED. * ROOF RAFTERS/JOISTS PER DESIGNS BY STRUCTURAL ENGINEER - METAL ROOF PANELS PER MANUF. SPECS - _I/16" OSB ROOF DECK W/ *15 FELT TYP. - PEEL -N -STICK UNDERLAYMENT IN RIDGES 4 VALLEYS AND LOWERED PITCH ROOF AREAS - ICYNENE FOAM -SPRAYED ATTIC INSULATION TYP. 6) FOUNDATION: CMU FOOTING PER ENGINEER - VERIFY EXTERIOR BEARING WITH ENGINEER - VERIFY INTERIOR BEARING WITH ENGINEER -1) INSULATION AREAS TO INCLUDE: - ALL EXTERIOR WALLS - ALL WALLS ADJACENT TO UNCONDITIONED SPACES - ALL PLUMBING WALLS - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS 8) HVAC BY OTHERS g) PLUMBING BY OTHERS 10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LICENSED STRUCTURAL ENGINEER OR TRUSS MANUFACTURER. GENERAL INFORMATION: - Construction Type: Type VB - Unprotected, Unsprinklered - Bu i Id ing IS LOCATED in wind-borne debris region - Structure Height Of Addition 24'-011 +/- 4 Stories: 2 Story - Basic Wind Speed: PER ENGINEER - Wind Importance Factor: PER ENGINEER Exposure Category: PER ENGINEER - Internal Pressure Coefficient: PER ENGINEERS SPECS - SEE STRUCTURAL ENGINEERING SHEETS FOR ALL COMPONENTS, SPECS, CLADDING, AND INSTALLATION REQUIREMENTS IN ACCORDANCE WITH 201-1 F,B.C.-RESIDENTIAL - 6th EDITION, SQUARE FOOTAGE ASSESSMENT: 1st Floor: 540 sf 2nd Floor: 662 sf COND. SQ, FTG: 1202 sf Carport: 221 sf 2nd -Floor -Porch----- 98 sf Total Under Roof: 1521 sf THERMAL VOLUME: 10,452 cf INDEX of DRAWINGS: ARCHITECTURAL 14-1 Site Plan A-2 let Floor Plan 2nd Floor Plan A-3 Elevations - ALL A-4 1st -2nd Electrical Plans A-5 Wall Sections 4 Stairs A-6 Flashing Details v D1 STRUCTURAL C) d) � Li In S-1 Foundation Plan LL- Q >� Q)m let Floor Framing Plan UJ Q) - Schematic Layout 5 U �Z_Jz a Roof Framing Fla ° aZ� z - Schematic Layout p M o z Q) U U �0 UQ� a o ATTACHMENTS NOT INCLUDED: W o � o a U. Le al surve p LL � w Truss Engine r i n g o O UJ W }acr m Florida Energy Sheets 3w W Structura * I Eng i neer i ng > U W c W w W �F'� visions Ul v D1 Z d) � U113 In , a Q >� Q)m _L UJ Q) �O m Q) U ff a ca ca Q) U nn/ 1� ca Z COVER Co D1 VJ d) � � In 0� �Z >� Q)m lu �O m Q) U ff a COVER 40 z 4 � �Z U Q) U 0 COVER U NEW '',zd LIVE OAK -2 c3/, / II in '• • L i = N DECK CANTILEVER - - - - - - -- ----------------------- - - - - - - - - - - Waver Patio r 12setback per Variance M [C*:: CARPORT - pavers - 10' setback per Variance- it \ ' I � I \ \ I NS ST A \ \ I CONST. \ ' DUMFSTEf� DRIVEWAY - pavers - PAVEMENT EDGE 5—1II Bach ,4 vcnU46 1 i cel NEW MAGNOLI PORT -O -LET LOT COVERAGE ASSESSMENT: Lot Size: 1999 sq, ft, i40IJSE Cond. Living: 540 sf Carport Footing: 11 sf Carport - pavers: 111 i - - - 7 9 Rear Patio - pavers: 48 sf (96/2) --_ .I Driveway/Walk - pavers: Q) 1 TI (126/2) t!1 A/c pad: 16 sf Total Square Footage: -789 sf 0 0 0 � LU ff Bach ,4 vcnU46 1 i cel NEW MAGNOLI PORT -O -LET LOT COVERAGE ASSESSMENT: Lot Size: 1999 sq, ft, i40IJSE Cond. Living: 540 sf Carport Footing: 11 sf Carport - pavers: 111 sf (221/2) Rear Patio - pavers: 48 sf (96/2) Driveway/Walk - pavers: 63 sf (126/2) A/c pad: 16 sf Total Square Footage: -789 sf LOT COVERAGE: 313.41% SIT SCALE: 1" = 4'-0 x46via ions 0 c0 O N w ~w N O U a d N QL M Q Z w Q I�LO U�w`n U U O O d OL u - LU ff O w U ff �(�1u-.cUnZ LU (L d) Z Za dzz 0 0 0 0 0 � LU ff wZ�,ZO O}OO(Y UwUcn0fL V L (1 Q L Z U.._ LU Q V Z CID Q) Q U nn, 1� c U Co m � tt'''' J-1-1 r 0 m <T3 0 z �z Z �4 L� U � U Q SHEEN" A - 1 4 52" wall w/ cap trim EN 29'-a" 4'-8" 3'-0" SUMMrR KITCHEN WOOD IRAIL PER CODE AND OWNER SPEC gas gr(II/wok w/ sink in SUNSET BALCONY stainless-steel cab _2" 01-311 9'-311 +109.315" i d dutch door 6034-3 HS I' Q undercai� - _ _ _ _ oven 4 -refr! I mfcro C vered X _ g O � O - \R) Forch cooktop w/ hood S.S. countertops 19 -2 2ND FLOOR DECK CANTILEVER: 2x12 PT JOISTS SET BACK 96" TO SPAN 48" 3/4" T4Ga GDX SUBFLOOR FLASHED AND SEALED W/ "VULKEM" WEATHERPROOFING. NON-SKID TILE SURFACE PER OWNER SPEC S1 9'-4" 2nd floor R 4x4 PT POST W/ ix CAP 4 BASE MOULDING 4x4 PT POST W/ lx GAP 4 BASE MOULDING 2x(o STAIRWELL WALLS OPEN TREAD STAIRS 9.5" TREADS _ W/ 1/2" NOSING -1,125" RSRS - 16 - GENERAL FRAMING/LAYOUT NOTES: APPLICABLE CODES: - FLORIDA BUILDING CODE 2017 6th EDITION, I) EXTERIOR WALLS: NEW CONSTRUCTION: IST FLOOR: 2x4 02SYP W/ R-13 INSULATION - -1/16" OSB W/' TYVEK OR EQ. OR OPTIONAL ZIPBOARD HARD150ARD - LAP SIDING 4 TRIM - 1/2 GYP, BOARD INTERIOR 2nd FLOOR: 2x4 02 SYP w/R-13 INSULATION - V16" OSB W/ TYVEK OR EQ, ZIP -BOARD OPTIONAL - HARDIBOARD - LAP SIDING AND TRIM INTERIOR - 1/2" SHEETROCK 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND REQUIREMENTS AND STANDARDS. - optional GARAGE DOOR: SERIES 280 DL: 25/PSI TL: 31.5/1"5I - HOUSE -TO -GARAGE DOOR TO HAVE SELF -CLOSURE MECHANISM - WINDOWS LESS THAN 18" AFF TO BE SAFETY GLASS PER FBC-R 2001-308 3) INTERIOR FRAMING 2X4 TYP., 2X(o AT PLUMBING AND BEARING WALLS > 10' HT. FINISH 1/2" SHEETROCK •••• MASONI-E GREEN BOARD INSTALLED IN BATH AREA FLOOR COVERING AND ENTIRE BATH ENCLOSURES 4) PLATES: - MAIN 18T FLOOR: 8'-1-I/8" PL - FLOOR JOISTS: 16" FLOOR ENGINEERED TJI JOISTS W/ 3/4" T 4 G GDX SUBFLOOR - 2ND FLOOR MAIN: 9'-1-I/8" PL ---> 18' 1" TOP PL 5) - MAIN ROOF PITCH: 3/12,24" OVERHANG TYP. ••••• ANY AND ALL MANUFACTURED FLOOR TRUSSES, ROOF TRUSSES, BEAMS OR FABRICATED MEMBERS TO BE DESIGNED AFTER ON-SITE DIMENSIONS AND CONDITIONS REQUIRED FOR SUITABILITY HAVE BEEN VERIFIED, ROOF RAFTERS/JOISTS PER DESIGNS BY STRUCTURAL ENGINEER - METAL ROOF PANELS PER MANUF. SPECS - 1/16° OSB ROOF DECK W/ 015 FELT TYP. - PEEL -N -STICK UNDERLAYMENT IN RIDGES 4 VALLEYS AND LOWERED PITCH ROOF AREAS - ICYNENE FOAM -SPRAYED ATTIC INSULATION TYP. 6) FOUNDATION: CMU FOOTING PER ENGINEER - VERIFY EXTERIOR BEARING WITH ENGINEER - VERIFY INTERIOR BEARING WITH ENGINEER 1) INSULATION AREAS TO INCLUDE: - ALL EXTERIOR WALLS - ALL WALLS ADJACENT TO UNCONDITIONED SPACES - ALL PLUMBING WALLS - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS 5) HVAC BY OTHERS 9) PLUMBING BY OTHERS 10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LICENSED STRUCTURAL ENGINEER OR TRUSS MANUFACTURER, 29'-8 12'-a" El on 3'-0" (0 - - - - - - - - - _ - - - - 2ND FLOOR DECK CANTILEVER - - - - Paver Patio OUTDOOR SHOWER I M� I 2x6 WEST WALL 1 I m O 1 10 Carport: 0 II 98 sf DEEP] 1521 sf O SINK w � x 6'-a eGr- I �• I 11-1 } � cYl o �m treads � 67 X i.5 rare a Ul Lu a l z DW SINK v' J -l7 o m s w/ is 2'-2" 2'..(o ,v 2 'i ❑ � .9 3 1 m � a to = N T MASTER 5ED OOM _ n i - ch +109,315" , FL - 32 ---'----------- - ----------2'6n 4-0 - U 11 ❑ O 2030 csrt t MOVEABLE CUSTOM BED - 2 4'-4"4 WALL PER OWNER SPEC shely Be ISLAND GAB — — — — — IRON O below W/ SEATING BoaRD � up - X; 2'_4-12" �'_�' 0 o i r U - � m O down ' i SHOW A/C C14 S, r CHASE r CREAT ROOM - o � U O TI 6� O c<1 - O i cYl O 4046 csmt O 404 csmt 4046 Csmt 4046 csmt 4'-10" 4'-6" 3'-10" 4'-8" 4'-8" 3'-1011 9'-4" 2nd floor R 4x4 PT POST W/ ix CAP 4 BASE MOULDING 4x4 PT POST W/ lx GAP 4 BASE MOULDING 2x(o STAIRWELL WALLS OPEN TREAD STAIRS 9.5" TREADS _ W/ 1/2" NOSING -1,125" RSRS - 16 - GENERAL FRAMING/LAYOUT NOTES: APPLICABLE CODES: - FLORIDA BUILDING CODE 2017 6th EDITION, I) EXTERIOR WALLS: NEW CONSTRUCTION: IST FLOOR: 2x4 02SYP W/ R-13 INSULATION - -1/16" OSB W/' TYVEK OR EQ. OR OPTIONAL ZIPBOARD HARD150ARD - LAP SIDING 4 TRIM - 1/2 GYP, BOARD INTERIOR 2nd FLOOR: 2x4 02 SYP w/R-13 INSULATION - V16" OSB W/ TYVEK OR EQ, ZIP -BOARD OPTIONAL - HARDIBOARD - LAP SIDING AND TRIM INTERIOR - 1/2" SHEETROCK 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND REQUIREMENTS AND STANDARDS. - optional GARAGE DOOR: SERIES 280 DL: 25/PSI TL: 31.5/1"5I - HOUSE -TO -GARAGE DOOR TO HAVE SELF -CLOSURE MECHANISM - WINDOWS LESS THAN 18" AFF TO BE SAFETY GLASS PER FBC-R 2001-308 3) INTERIOR FRAMING 2X4 TYP., 2X(o AT PLUMBING AND BEARING WALLS > 10' HT. FINISH 1/2" SHEETROCK •••• MASONI-E GREEN BOARD INSTALLED IN BATH AREA FLOOR COVERING AND ENTIRE BATH ENCLOSURES 4) PLATES: - MAIN 18T FLOOR: 8'-1-I/8" PL - FLOOR JOISTS: 16" FLOOR ENGINEERED TJI JOISTS W/ 3/4" T 4 G GDX SUBFLOOR - 2ND FLOOR MAIN: 9'-1-I/8" PL ---> 18' 1" TOP PL 5) - MAIN ROOF PITCH: 3/12,24" OVERHANG TYP. ••••• ANY AND ALL MANUFACTURED FLOOR TRUSSES, ROOF TRUSSES, BEAMS OR FABRICATED MEMBERS TO BE DESIGNED AFTER ON-SITE DIMENSIONS AND CONDITIONS REQUIRED FOR SUITABILITY HAVE BEEN VERIFIED, ROOF RAFTERS/JOISTS PER DESIGNS BY STRUCTURAL ENGINEER - METAL ROOF PANELS PER MANUF. SPECS - 1/16° OSB ROOF DECK W/ 015 FELT TYP. - PEEL -N -STICK UNDERLAYMENT IN RIDGES 4 VALLEYS AND LOWERED PITCH ROOF AREAS - ICYNENE FOAM -SPRAYED ATTIC INSULATION TYP. 6) FOUNDATION: CMU FOOTING PER ENGINEER - VERIFY EXTERIOR BEARING WITH ENGINEER - VERIFY INTERIOR BEARING WITH ENGINEER 1) INSULATION AREAS TO INCLUDE: - ALL EXTERIOR WALLS - ALL WALLS ADJACENT TO UNCONDITIONED SPACES - ALL PLUMBING WALLS - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS 5) HVAC BY OTHERS 9) PLUMBING BY OTHERS 10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LICENSED STRUCTURAL ENGINEER OR TRUSS MANUFACTURER, 29'-8 12'-a" El on 3'-0" (0 - - - - - - - - - _ - - - - 2ND FLOOR DECK CANTILEVER - - - - Paver Patio OUTDOOR SHOWER framed wirclow box per owner spec 4'-6" 9'-411 vent SHELVES 11'-4' 5'- 0 HVAC CARPORT (X1 +12" STEP O (V MER I -V-0" 1st floor 2x6 WEST WALL RINNAI �j TANKLESS WTR HTR WTR SOFT O I M� I 2x6 WEST WALL 1 I m O 1 10 Carport: 11-t II 98 sf DEEP] 1521 sf O SINK w � x 6'-a eGr- I �• 12' 11-1 } � U o �m treads � rn X i.5 rare a m z ' v' J -l7 o m s ,v 2 'i ❑ � a m N T MASTER 5ED OOM FL ❑ " 6 MOVEABLE CUSTOM BED 2 4'-4"4 WALL PER OWNER SPEC — — — — — IRON _ BoaRD � up - 2'_4-12" �'_�' i r ' \ ' 068 ale 'BE�OW : TACKE framed wirclow box per owner spec 4'-6" 9'-411 vent SHELVES 11'-4' 5'- 0 HVAC CARPORT (X1 +12" STEP O (V MER I -V-0" 1st floor 2x6 WEST WALL RINNAI �j TANKLESS WTR HTR WTR SOFT O iA I M� BIKES = 1 I m O 1 10 Carport: 11-t II 98 sf DEEP] 1521 sf O SINK w � I �• M 11-1 iA am O Q� 45x30 Conc. Stair pad 1st Floor: 540 sf 2nd Floor: 662 sf GOND. SQ, FTG.- 1202 sf Carport: � II 98 sf Total Under Roof: 1521 sf �I U - w � I �• M 11-1 } � U o �m treads CD I X i.5 rare a _ v' J -l7 m s am O Q� 45x30 Conc. Stair pad 1st Floor: 540 sf 2nd Floor: 662 sf GOND. SQ, FTG.- 1202 sf Carport: 221 sf 2nd Floor Porch: 98 sf Total Under Roof: 1521 sf Re vis ions Q w w �w Lu oa W Q d N Lu (L O Q m Qzwo 4 Lu O > w U N u z q QLL 0 W O U (V fQ LL z wi_0U�O , doOL ;- (L to z ul �ffz 000�oo V LLw L ;- v �wU(k730 Q(y I-- > - }O(X 0Lu0d)0 CL J-1-� U uj Q) 70 l --t Q) 0 � w � � M 11-1 } � U �m CD Q) U a ca v' J -l7 SHEET A - 2 VJ Q) 70 O Q M w � � M 11-1 ` o �m a SHEET A - 2 i Q� r 2ND FIN FL 157 FL PL i O GARAGE FIN FL FRAMED STAIRS TO N 12 3 South Side Elevatio'n 12 ' Q 3 North Side Elevatic METAL ROOF PANELS PER MAUF SPECS 6" PAINTED FASCIA W/ VENTED VINYL SOFFITS 4" HARDIPLANK FRIEZE 12" LEDGER TRIM HARDILAP SIDING t TRIM AS SHOWN 2'-O. 1-C3II 4x4 PT POSTS W/ lx CAP AND BASE MOULDING TO HEADER BEAM SOFFIT 2ND FIN f IST FL P1 HARDILAP SIDING AS SHOWN 2" BEV. SILL TRIM W/ 4" ACCENT PANEL METAL ROOF PANELS PER MANUF SPEC5 6" PAINTED FASCIA W/ VENTED VINYL SOFFITS 4" HARDIPLANK FRIEZE 12" LEDGER TRIM HARDILAP SIDING t TRIM AS SHOWN i FRAME W l.(1 i 61 FOR S.K. 6� CANTILEVERED DECK JOISTS O0 W/ ALUM RAILING PER CODE LU O BETWEEN 4X4 NEWELS LU (LOQUm 4 -� 2ND FIN FL QLL O i ll�- IST FL PL - - 2ND_FIN FL _ m� �.Q}W U U � z q IST FL PL O w U LL CD LNZ wcnv�0 ta>- Iii Q O U coZ:3 �c)w0�a NEW IST FIN FL _ O � � Q O O = cj 4 W � U �1J000�O N U N FRAME STEPS (y Z W Z Z TO PAVER PATIO i Q� r 2ND FIN FL 157 FL PL i O GARAGE FIN FL FRAMED STAIRS TO N 12 3 South Side Elevatio'n 12 ' Q 3 North Side Elevatic METAL ROOF PANELS PER MAUF SPECS 6" PAINTED FASCIA W/ VENTED VINYL SOFFITS 4" HARDIPLANK FRIEZE 12" LEDGER TRIM HARDILAP SIDING t TRIM AS SHOWN 2'-O. 1-C3II 4x4 PT POSTS W/ lx CAP AND BASE MOULDING TO HEADER BEAM SOFFIT 2ND FIN f IST FL P1 HARDILAP SIDING AS SHOWN 2" BEV. SILL TRIM W/ 4" ACCENT PANEL METAL ROOF PANELS PER MANUF SPEC5 6" PAINTED FASCIA W/ VENTED VINYL SOFFITS 4" HARDIPLANK FRIEZE 12" LEDGER TRIM HARDILAP SIDING t TRIM AS SHOWN 2" LINTEL AND SILL TRIM �q W/' 4" TRIM AND ACCENT PANEL BELOW SILL MOUNTED WINDOW BOX HARDILAP SIDING d TRIM MAIN FIN FL NEW IST FIN FL F%%�iGAI &..I�)OF GibIVTI Front Elevation FRAMED STAIRS TO LANDING WOOD AWNING SHADE W/ 4x16 BRACKETS �'�visions i l.(1 i 61 o� CANTILEVERED DECK JOISTS O0 W/ ALUM RAILING PER CODE LU O BETWEEN 4X4 NEWELS LU (LOQUm 4 -� 2ND FIN FL QLL O i ll�- IST FL PL - - 2" LINTEL AND SILL TRIM �q W/' 4" TRIM AND ACCENT PANEL BELOW SILL MOUNTED WINDOW BOX HARDILAP SIDING d TRIM MAIN FIN FL NEW IST FIN FL F%%�iGAI &..I�)OF GibIVTI Front Elevation FRAMED STAIRS TO LANDING WOOD AWNING SHADE W/ 4x16 BRACKETS �'�visions 0 W o� O0 LU O LU (LOQUm QZLU QLL O UQu�ic� �.Q}W U U � z q LL d O O �7-w O w U LL CD LNZ wcnv�0 ta>- Iii Q O U coZ:3 �c)w0�a O � � Q O O = cj 4 W � U �1J000�O N U N (y Z W Z Z O}O}-OfY U w U (1) U a- lu U Z Q) V / c U - Lu Q) } � U 0�o11 ) ca U Q U c LU ca v I O Q OM lL Q � c+l JU $O V 0 Q' V � n a � 0 0 Q � � U � Q SHEET A-3 gas grill/wok W/ sink in stalnless-steel cab end floor electrical landing ELECTRICAL COUNT SYMBOL ceiling fan globe 1 4 pendant globe 4 0 baseboard heater 1 2 0 electrical panel 2 ceiling globe light 2 r�o fluorescent fixture 3 L)zwQ recessed hi -hat 2-1 O under -cabinet light 3 U p W cn wall mount 1 9 Q wall mount 2 8 Eg cable tv outlet 3 0 fan 3 OWUiv IL outlet 25 wcpUQO outlet 220v 5 wQoa�u ►-�fLc�Z� outlet gfi 6 LH Q 4 Y outlet wp _ Z��Qzz O smoke detector 3 U 0() W O �WU(Y:O switch $ switch 3 way 10 $3 switch double 3 $$ switch quad 1 $$$$ switch triple 3 $$$ switch with outlet 2 �s telephone 3 4 carbon monoxide detector 1 co HIGH - EFFICACY HIGH - EFFICACY HIGH- EFFICAGY HIGH - EFFICACY HIGN- EFFICACY GENERAL INSTALLATION NOTES: 1) VERIFY ALL FIXTURES, TYPES, STYLES AND LOCATIONS ON SITE WITH OWNERS AND CONTRACTOR. 2) ANY DISCREPANCIES, OMISSIONS, OR OVERAGES TO BE ADDRESSED PRIOR TO INSTALLATION. 3) ARC -FAULT CIRCUIT INTERRUPTERS INSTALLED OUTLETS AS REQUIRED PER FBC 5tH ED - E 3002.12, AND AS DESCRIBED IN NEC 210,12 - TO INCLUDE: ALL BEDROOMS, LIVING, DINING, DEN, REG ROOMS, HALLWAYS AND CLOSETS. 4) ALL SMOKE DETECTORS TO BE INTERCONNECTED. 5) VERIFY POOL AND LANDSCAPE REQUIREMENTS W/ OWNER, CONTRACTOR, 8 SUB -CONTRACTORS. 6) MINIMUM l5% HIGH -EFFICACY LIGHTING REQUIRED PER FBC 5th ED - ENERGY CONSERVATION R404 NOTED FIXTURES INDICATED ON SCHEDULES: - TOTAL HI -EFF: 40 - 16.02% TOTAL FIXTURES: 52 6) TYPICAL SERVICE REQUIRED: AMP. r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Paver ratio I I �- �- � timer MASTER BEDROOM _ I� FLOOR - VERIFY up wash IL ven li JL 1st Floor SHOLUER , / N CARF0f;R T opener I I i —- ---- - . Electrical RINNAI TANKLESS WTR HTR WTR SOFT �'� visions lu N � N LU LU W ff O U C q Z U m O L)zwQ U0 U p W cn } W U IL f LU OWUiv IL wcpUQO wQoa�u ►-�fLc�Z� LH Q 4 Y Z��Qzz O U 0() W O �WU(Y:O (Y- U -3 _O O}O�OfY UWUc)0(L to v ''Z lu ,= Q O wn : VJ z LL lu Q ca U c a � � U ca Co D1 O a oM mm JU o a _ CO O O z LU Q _Z Q) Q SHEET A-4 c 2ND FLOOR CEILING PL i (3) 2" X 12" STRINGERS 5 TREADS e 9.5" —/ 6 RISERS 9 1.125" THRUST BLOCK SECURED TO SLAB 5TAIRWAY LAYOUT_ HANDRAILS PER FBGR311.5.6: - PER 2014 -FBG -FR Handrails shall be provided on at least one side of each continuous run of treads or flights of four or more risers. FBCR311.5.6,1 - HEIGHT: Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope shall not be less than 34" and not more than 38" EXCEPTION: When fittings are used to provide transition between flights, transition from handrail to guardrail, or used at the start of the stair, the handrail height at the fitting shall be permitted to exceed the maximum height, F5CR3II,5,(o.2: - Continuity: Handrails for stairways shall be continuous For the full length of the flight, from a point directly above the top nosing edge of the flight to a point directly above the lowest nosing edge of the flight. Handrail ends shall be returned or shall terminate In newel or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2" between the wall and the handrails. EXCEPTIONS: 1) Handrails shall be permitted to be interrupted by a newel post at the turn and at the top of the flight, 2) The use of a volute, turnout, starting easing or newell shall be allowed over the lowest tread. HANDRAIL GRIP SIZE PER FBGR311.5.6.3: All required handrails shall be on to the following types to provide r equivalent graspability. m 1. Type I: Handralls with a circular cross-section shall have an (� outside diameter of at least 1-1/4" but not greater than 2". If the handrail is not circular it shall have a perimeter dimension of at least 4" but not greater than 6-1/4" with a mx, cross-section of dimension 2-1/4". 2, Type 2: Handrails with a perimeter of greater than 6-1/4" shall provide a graspable finger recess area on both sides of the profile. The finger recess shall begin with a distance of 3/4" measured vertically from the tallest portion of the profile. This required depth shall continue for at least 3/8" to a level than in not less than 1-3/4" below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1-1/4" to a maximum of 2-3/4". Edges shall have a minimum radius of 0.01" GUARDS: 8312.1 Required: Porches balconies or rated floor surfaces located more than 30" above the floor or grade below shall have guards not less than 36" in height, Open sides of stairs with a total rise of more than 30" above the floor or grade below shall have guards not less that 34" In height measured vertically from the nosing of the treads. Porches and decks which are enclosed with Insect screening shall be provided with guards where walking surface 1s located more than 30" above the floor of grade below, R312,2 - Guard opening limitations: Required guards on open sides of stairways, raised Floor areas, balconies, and porches shall have intermediate rails of ornamental closures which do not passage of a sphere of 4" or more in diameter. EXCEPTIONS: 1) The triangular opening formed by the riser, tread, and bottom rail guard at the open side of the stairway are permitted to be such a size that a sphere of 6" cannot pass through. 2) Openings required for guards on the side treads of the rail shall not allow a sphere 4-3/8" to pass through. QL c� 12 ICYNENE FOAM INSULATION 1/2" GYP BD, CEILING TAPED AND SPRAYED 1/2" GYP. BD, TAPED AND PAINTED R-13 BATT INSULATION 3/4" T4G CDX SUBFLOOR 16" FLOOR TRUSSES W/ BATT INSUL. FOR DAMPENING SOUND 1/2" GYP, BD, TAPED AND PAINTED R-13 BATT INSULATION TREATED, CLEAN, COMPACTED FiLL OVER 6 -MIL VAPOR BARRIER METAL ROOF PANELS PER MFGR. RECOMMENDATIONS OVER 1/2" CDX SHEATHING WITH 015 FELT PERPENDICULAR TO ROOF TRUSSES WITH STAGGERED END JOINTS, NAILED WITH SD COMMON NAILS a 6" O,C, ON EDGES EDGES AND IN FIELDS OVER ENG. WOOD TRUSSES OR CONY, FRAMED RAFTERS ALUM DRIP EDGE 6 HARDIE FASCIA W/ 1x2 PT SUBFASCIA TRIM VENTED VINYL SOFFITS 4" HARDIE FRIEZE TRIM HARDILAP SIDING 4 TRIM 1/16" OSB WALL SHEATHING OR 1/2" ZIPBOARD FASTEN W/ 5d COMMON a 6" O.G. EDGES / 6" O.C. INT TO TYVEK OR EQ. VAPOR BARRIER 2 X 4 02 CONST GRADE OR BTR. STUDS a 16" O.C. 2X6 SHOE PLATE GALV, METAL STRAPS a GALV, FLASHING UP 12" TO 12" HARDIE LEDGER HARDILAP SIDING 8 TRIM 7/16" OSB WALL SHEATHING FASTEN W/ ad COMMON a 6" O.G. EDGES / 6" O.C, INT TO TYVEK OR EQ, VAPOR BARRIER 2 X 4 02 CONST GRADE OR BTR, STUDS a 16" 0. C'. GALV, FLASHING UP 12" HARDIE LEDGER ,4830-1 X 1/2" ANCHOR BOLT W/ 2" WASHER a 6" FROM CORNERS STUCCO WORM FINISH BELOW LEDGER GRADE SEE FOUNDATION PLAN 4 ENGINEERING SPECS FOR FTR SIZES AND BAR REQS 0 0° 12" MIN DISTANCE BELOW GRADE TYPICAL 2-6TORY FRAME WALL SECTION om ��visions 0 o� W o� 0 W a �0W UpW`� } W U 4 0 O IL to O U tLaluNZ wnzuW ui40(L�U ►— () cp Z :3 ZNWL1�� O�(Y,OO 0 O W i:: U �WU(YO O 0>13 0(Y UW000(- Uj v Z W Q Q) L ww^^ ::3 O UU Q) Q) ca Q) U c Cf) Z Qi 01 1� t, IT JU go a O N N Oi c�i Q " � J Z 1L `6 N � 0 SHEET A - E� 8 RISERS 9 7.125" 1 TREADS 6 9.5" TOTAL HGT = 113,815" — 2" X 6" LEDGER NOSING 6x6 NEWEL SUPPORT 3/4" SUB -FLOOR 2X6 LANDING JOIST i 16,15" FOR SYS W/ 1/2" CDX LANDING +-IGT = 57" REFER TO TJI INSTALLATION LAYOUT FOR JOIST REQUIREMENTS - - fit TOP OF STAIRWAY STRINGERS i cV cm (3) 2" X 12" STRINGERS 5 TREADS e 9.5" —/ 6 RISERS 9 1.125" THRUST BLOCK SECURED TO SLAB 5TAIRWAY LAYOUT_ HANDRAILS PER FBGR311.5.6: - PER 2014 -FBG -FR Handrails shall be provided on at least one side of each continuous run of treads or flights of four or more risers. FBCR311.5.6,1 - HEIGHT: Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope shall not be less than 34" and not more than 38" EXCEPTION: When fittings are used to provide transition between flights, transition from handrail to guardrail, or used at the start of the stair, the handrail height at the fitting shall be permitted to exceed the maximum height, F5CR3II,5,(o.2: - Continuity: Handrails for stairways shall be continuous For the full length of the flight, from a point directly above the top nosing edge of the flight to a point directly above the lowest nosing edge of the flight. Handrail ends shall be returned or shall terminate In newel or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2" between the wall and the handrails. EXCEPTIONS: 1) Handrails shall be permitted to be interrupted by a newel post at the turn and at the top of the flight, 2) The use of a volute, turnout, starting easing or newell shall be allowed over the lowest tread. HANDRAIL GRIP SIZE PER FBGR311.5.6.3: All required handrails shall be on to the following types to provide r equivalent graspability. m 1. Type I: Handralls with a circular cross-section shall have an (� outside diameter of at least 1-1/4" but not greater than 2". If the handrail is not circular it shall have a perimeter dimension of at least 4" but not greater than 6-1/4" with a mx, cross-section of dimension 2-1/4". 2, Type 2: Handrails with a perimeter of greater than 6-1/4" shall provide a graspable finger recess area on both sides of the profile. The finger recess shall begin with a distance of 3/4" measured vertically from the tallest portion of the profile. This required depth shall continue for at least 3/8" to a level than in not less than 1-3/4" below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1-1/4" to a maximum of 2-3/4". Edges shall have a minimum radius of 0.01" GUARDS: 8312.1 Required: Porches balconies or rated floor surfaces located more than 30" above the floor or grade below shall have guards not less than 36" in height, Open sides of stairs with a total rise of more than 30" above the floor or grade below shall have guards not less that 34" In height measured vertically from the nosing of the treads. Porches and decks which are enclosed with Insect screening shall be provided with guards where walking surface 1s located more than 30" above the floor of grade below, R312,2 - Guard opening limitations: Required guards on open sides of stairways, raised Floor areas, balconies, and porches shall have intermediate rails of ornamental closures which do not passage of a sphere of 4" or more in diameter. EXCEPTIONS: 1) The triangular opening formed by the riser, tread, and bottom rail guard at the open side of the stairway are permitted to be such a size that a sphere of 6" cannot pass through. 2) Openings required for guards on the side treads of the rail shall not allow a sphere 4-3/8" to pass through. QL c� 12 ICYNENE FOAM INSULATION 1/2" GYP BD, CEILING TAPED AND SPRAYED 1/2" GYP. BD, TAPED AND PAINTED R-13 BATT INSULATION 3/4" T4G CDX SUBFLOOR 16" FLOOR TRUSSES W/ BATT INSUL. FOR DAMPENING SOUND 1/2" GYP, BD, TAPED AND PAINTED R-13 BATT INSULATION TREATED, CLEAN, COMPACTED FiLL OVER 6 -MIL VAPOR BARRIER METAL ROOF PANELS PER MFGR. RECOMMENDATIONS OVER 1/2" CDX SHEATHING WITH 015 FELT PERPENDICULAR TO ROOF TRUSSES WITH STAGGERED END JOINTS, NAILED WITH SD COMMON NAILS a 6" O,C, ON EDGES EDGES AND IN FIELDS OVER ENG. WOOD TRUSSES OR CONY, FRAMED RAFTERS ALUM DRIP EDGE 6 HARDIE FASCIA W/ 1x2 PT SUBFASCIA TRIM VENTED VINYL SOFFITS 4" HARDIE FRIEZE TRIM HARDILAP SIDING 4 TRIM 1/16" OSB WALL SHEATHING OR 1/2" ZIPBOARD FASTEN W/ 5d COMMON a 6" O.G. EDGES / 6" O.C. INT TO TYVEK OR EQ. VAPOR BARRIER 2 X 4 02 CONST GRADE OR BTR. STUDS a 16" O.C. 2X6 SHOE PLATE GALV, METAL STRAPS a GALV, FLASHING UP 12" TO 12" HARDIE LEDGER HARDILAP SIDING 8 TRIM 7/16" OSB WALL SHEATHING FASTEN W/ ad COMMON a 6" O.G. EDGES / 6" O.C, INT TO TYVEK OR EQ, VAPOR BARRIER 2 X 4 02 CONST GRADE OR BTR, STUDS a 16" 0. C'. GALV, FLASHING UP 12" HARDIE LEDGER ,4830-1 X 1/2" ANCHOR BOLT W/ 2" WASHER a 6" FROM CORNERS STUCCO WORM FINISH BELOW LEDGER GRADE SEE FOUNDATION PLAN 4 ENGINEERING SPECS FOR FTR SIZES AND BAR REQS 0 0° 12" MIN DISTANCE BELOW GRADE TYPICAL 2-6TORY FRAME WALL SECTION om ��visions 0 o� W o� 0 W a �0W UpW`� } W U 4 0 O IL to O U tLaluNZ wnzuW ui40(L�U ►— () cp Z :3 ZNWL1�� O�(Y,OO 0 O W i:: U �WU(YO O 0>13 0(Y UW000(- Uj v Z W Q Q) L ww^^ ::3 O UU Q) Q) ca Q) U c Cf) Z Qi 01 1� t, IT JU go a O N N Oi c�i Q " � J Z 1L `6 N � 0 SHEET A - E� UNFOLD TOP FLAP AND COVER DIAGONAL CUT IN WRB WITH SHEATHING TAPE 01 APPLY HEAD FLASHING TO EXTEND 10" BEYOND ROUGH OPENING \'uu•: APPLY JAMB OF DOOR FR( EXTEN O LASHING TO BOTH SIDES DOOR FRAME TO WRB, NG 8-1/2" ABOVE DOOR ROUGH OPENING O INSTALL VULKEM AT THRESHOLD PER MFR. INSTRUCTIONS INSTALL DOOR, SHIM TO LEVEL, PLUMB AND SQUARE IN OPENING NOTE: ALL FLASHING TO BE SELF -ADHERING AND ROLLED SMOOTH 4 FLAT WITH A J -ROLLER TEMPORARILY TADF I ID n EX I EFR WRAP WRB INTO OPENINGI 1�1_I�1_I�11�11�1�- IIS 1�/1�1-1�1 REMC 0 WRB FLAP CUT IN WRB iR DOOR FLASHING MASONRY TILE INSTALLED PER MANUF, ROOF PITCH AND MATERIALS SPECS W/ F.T. FURRING STRIPS OR 4 PLATE HEIGHT PER PLAN 211 MINERAL SURFACE MODIFIED BITUMEN 120 MM FASCIA WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. THICK W/ FIBERGLASS REINFORCEMENT - FLASHING APPLIED BEHIND THE MOUNTING FLANGE. EDGES 4 PENETRATIONS SEALED W/ PLASTIC CEMENT HOLD BACK FASCIA AND DRIP OVER 030 FELT ON 5/8" MIN, PLYWOOD SHEATHING (TILE) EDGE 2'I FROM FACE OF WALL OR OVER 015 FELT ON 1/211 PLYWOOD ON OSB OU SIDE FACE OF WALL SHEATHING (SHINGLES) EXTERIOR FINISH PER PLAN [SECTION A] METAL VALLEY TYPICAL EXTERIOR FINISH PER PLAN STARTING AT THE BASE OF THE WALL 4 WORKING TOWARDS THROUGH WINDOW JAMB FLASHING TYVEK OR EQUAL HOUSE WRAP I T\ I WEATHER -RESISTANT BARRIER WATER SHIELD 5x5 FLASHING WITH KICK UT TO STRIP FLASHING SHED WATER AWAY FROM EXT: IOR THE WALL 4 WORKING TOWARDS VALLEY FL8HINC BARRIER OVERLAP OF FLA"HIND SHEATHING. N,T,S, I ROOF SHEATHING I J TYPICAL EXTERIOR FINISH PER PLAN I OVER CHANNEL FLASHING UNDER - 1 � S HEATHING. BEHIND MOUNTING BUILDING PAPER AND BUILDING LATH I (1 APPLY JAMB FLASHING CONT, Ix4 P.T. I MASONRY TILE INSTALLED PER MANUF, � � SPECS W/ P.T. FURRING STRIPS OR I � MINERAL SURFACE MODIFIED BITUMEN 120 MM APPLY BEAD OF SEALANT THICK W/ FIBERGLASS REINFORCEMENT - ` METAL EAVE DRIP 0 ® THE BACK SIDE (INTERIORAT EDGES 4 PENETRATIONS SEALED W/ PLASTIC CEMENT 3 BACK OF OVER 030 FELT ON 5/8" MIN. PLYWOOD SHEATHING (TILE) ui OR OVER 015 FELT ON 1/2" PLYWOOD ON OSB SHEATHING (SHINGLES) \ X PAN HEAD SCREWS TO SEAL THE WINDOW FRAME TO WOOD F=ASCIA Lu IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO 2" 8" WIDE CONT. ROLL FLASHING EXTERIOR WALL FACING NAILED TO SIDE OF Ix4 4 FACE OF ROOF i KICK -OUT FLASHING SHEAHTING INSTALLED PRIOR TO ROOF FLANGE, IN LINE WITH ANY ® APPLY JAMB FLASHING LIN ANY FELT AND SHINGLES i 5 X 5 FLASHING "Z" FLASHING METAL DRIP EDGE [2r, ACROSS THE FACE OF WRB 51DE WALL FLASHING. 26 GAUGE GALV, 29 G UGE GALV, GAUGE GALVANIZED N.T.S. FLASHING 0MF0NENT8 AT HEAD FLASHING i O APPLY HEAD FLASHING ® sEAUNT BEAD BETWEEN [AFTER INSTALLATION} TYPICAL EXTERIOR FINISH PER PLAN SEALANT BEAD BETWEEN Q [JAMB FLASHING 3 FLASHING AND G.I. Z -BAR FLASHING INSTALLED MOUNTING FLANGE AND SEAL ALL CORNERS OF FLASHING. PRIOR TO AND UNDER BUILDING PAPER AND BUILDING LATH FLANGES AT THE TOP (HEAD) AND CONT, Ix4 P,T, O QAPPLY A 3/9" NOM. DIA. FRAMES TO SEAL FRAME METAL FLASHING INSTALLED ABOVE ROOF O REMOVE PREVIOUSLY APPLIED SIDES (JAMBS) OF WINDOW. EXTEND PRIOR TO TILE OR SHINGLE INSTALLATIONS REMOVE PREVIOUSLY APPLIED BEAD OF SEALANT i0 THE SEAM JUNCTURE. MASONRY TILE INSTALLED PER MANUF, SPECS W/ P.T. FURRING STRIPS OR FLATO, HEAD FLASHING. HB 8 THE HEAD, EMBED MINERAL SURFACE MODIFIED BITUMEN 120 MM MOUNTING FLANGE AROUND FLAT OVER HEAD FLASHING.FLASHING THICK W/ FIBERGLASS REINFORCEMENT - APPLYNEWINTO SEALANT AND NEW BREATHING TAPE EDGES 4 PENETRATIONS SEALED W/ PLASTIC CEMENT APPLY NEW SHEATHING TAPE THE ENTIRE PERIMETER. OVER 030 FELT ON 5/0" MiN. PLYWOOD SHEATHING (TILE) OR O /ER 015 FELT ON 1/2" PLYWOOD ON OSB DIAGRAM, GOES OVER SEALANT). SHEATHING (SHINGLES) DIAGRAM. ANY PRE -P NCHED HOLES FLASHING 4T HEAD EMENDS i OR SLOTS. I" BEYOND JAMB FLASHING, HEAD WALL FLAG iNG N.T.S. SECURE WRB TEMPORARILY TADF I ID n EX I EFR WRAP WRB INTO OPENINGI 1�1_I�1_I�11�11�1�- IIS 1�/1�1-1�1 REMC 0 WRB FLAP CUT IN WRB iR DOOR FLASHING NlP END ROOF FLASHING LEGEND 6 - DRIP EDGE FLASHING: A DRIP EDGE TO BE PROVIDED AT ALL EAVES AND GABLES OF TILED AND SHINGLED ROOFS, TO OVERLAP A MINIMUM OF 3 INCHES, EAVE DRIP EDGES SHALL EXTEND 1/2" BELOW SHEATHING AND EXTEND BACK ON ROOF A MINIMUM OF 2 INCHES. THE DRIP EDGE TO BE MECHANICALLY FASTENED A MAXIMUM OF 6" O,C„ DRIP EDGE AT EAVES TO BE INSTALLED OVER UNDERLAYMENT, THERE SHALL BE A MINIMUM 4 -INCH WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE WHERE BASIC WIND SPEED PER FIGURE R301,2(4) IS 110 MPH OR GREATER, OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET. DRIP EDGES TO BE MECHANICALLY FASTENED A MAXIMUM OF 4 INCHES O,C, INSTALL A MINIMUM 8" WIDE ANTI -PONDING METAL FLASHING TO ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. NAIL TOP EDGE ONTO ROOF, THE UNDERLAYMENT IS TO CONFORM WITH ASTM D 226, TYPE I OR TYPE II, OR ASTM D 4869, TYPE I OR II, UNDERLAYMENT TO BE INSTALLED FOR WATER - SHEDDING, STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTALLY, UNDERLAYMENT TO OVERLAP A MINIMUM OF 19 INCHES AND BE MECHANICALLY FASTENED AT 3611 O.G. MAXIMUM, Tut)vlcal 1 - HIP FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. AT HIP LINE, FOLD UNDERLAYMENT OVER HIP AND MECHANICALLY FASTEN AT 3611 O.C, MA, TO OPPOSING SIDE OF ROOF. REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON HIP. 2 - RIDGE FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER, LAST LAYER APPLIED AT RIDGE TO BE FOLDED OVER RIDGE AND MECHANICALLY FASTEN AT 3611 O.C, MA. TO OPPOSITE SIDE OF ROOF, REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON RIDGE. 3 - VALLEY FLASHING: VALLEY LININGS INSTALLED PER MANUFACTURER'S SPECS BEFORE APPLYING TILE OR SHINGLES. LININGS PERMITTED: I. FOR CLOSED VALLEYS, INSTALL PREFORMED CLOSED VALLEY METAL EITHER AT 16" MIN. WIDTH (24" STRETCH -OUT) WITH MINIMUM 2-1/2" HIGH CENTER DIVERTER AND A MINIMUM 111 METAL EDGE RETURNS. OPTION OF RIBBED DESIGN WITH A 1" CENTER DIVERTER, MIN. (4) 3/5" RIBS SPACED 1-1/2" WITH 3-3/4" FLANGE. LAP JOINTS MINIMUM 6" WITH APPLIED COATING OR SEPARATOR SHEET, 2. OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH MIN. WIDTH OF Iro11 (24" STRETCH -OUT) WITH MINIMUM 1" HIGH TWIN CENTER DIVERTER AND A MINIMUM 1" METAL EDGE RETURNS. LAP JOINTS MIN. 6" WITH APPLIED COATING OR SEPARATOR SHEET, 3. FOR VALLEY METAL RETURNS, A) SECURE WITH CLIPS FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP 1" METAL EDGE RETURNS TO BATTEN STRIP WITH ROOFING NAILS THROUGH METAL STRAP. B) TRIM METAL AT VALLEY AND RIDGE JUNCTIONS TO ENSURE WATER SHEDDING ONTO VALLEY, C) INSTALL LEAD SOAKER AT ALL VALLEY 4 RIDGE JUNCTIONS. TURN LEAD UP MINIMUM OF i" TO CREATE WATER DIVERTER TO ENDURE WATER SHEDDING ONTO VALLEY, D) OUTER EDGE OF VALLEY METAL SHALL OVERLAP DECK FLANGE OF DRIP EDGE MINIMUM OF I INCH. CENTER OF VALLEY TO EXTEND MIN, OF 2" BEYOND DRIP EDGE. 14 - CRICKET AND SADDLE FLASHING: -I CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30" WIDE. CRICKET AND SADDLE COVERINGS TO BE SHEET METAL OR OF THE SMAE MATERIAL AS THE ROOF COVERING. RIDGE AND VALLY FLASHING OF CRICKET AND SADDLE TO BE SAME AS RIDGE AND VALLEY OF MAIN ROOF, 5 - BASE AND COUNTERFLASHING: BASE AND COUNTERFLASHING TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION SPECIFICATIONS, OR A CONTINUOUS METAL MINIMUM 4" BY 4" 111 FLASHING TO BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO THE BASE OF THE WALL AND OVER UNDERLAYMENT, BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 6" O,C, WITH APPROVED FASTENERS. ALL LAPS TO BE A MINIMUM OF 4'', FULLY SEALD IN APPROVED FLASHING CEMENT. FLASHING TO BEGIN A THE LOWER PORTION OF ROOF TO ENSURE WATER SHEDDING OF ALL METAL LAPS, ENTIRE EDGE OF HORIZONTAL FLANGE TO BE SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES TO OVERLAP THE THE HORIZONTAL FLANGE AND SET IN APPROVED FLASHING CEMENT, BASE FLASHING TO BE EITHER CORROSION -RESISTANT METAL PROVIDED IN SECTIOIN R905,2,8,1 OR MINERAL SURFACE ROLL ROOFING WEIGHING MINIMUM OF 17 POUNDS PER 100 SQUARE FEET. COUNTERFLASHING TO BE CORROSIION- RESISTANT METAL WITH A MIN. THICKNESS PROVIDED IN TABLE 903,1 - 2004 FBC, f=lasholn Detallpis mdfvisi0ns �1 1-1- vvvn/// Q W ..nn OL CLVJ ll- ZC) ca Q (j)W Q UpLu W dft U Q O _O 4 W ry O -A _U 14- Lu 4-O Z UJ(�UJ O Iii 'Q O lL � U IT- IT - d) W Q Q/ Z q O O O W O O Z � N � _O O}OO(Y UWUd)U(L 11-•L U zul,= Q Q : O V J nnc` !.L_ lu Q) } � U `om m xo E U L O a ONO 1� lu ` o U 1-� ff a O N (L Q 4 Z LL U d) � Q SHEET A -ro ROOF PITCH AND MATERIALS WINDOW INSTALLATION (METHOD B-1) 4 PLATE HEIGHT PER PLAN 211 WEATHER RESTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FASCIA WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. HOLD BACK FASCIA AND DRIP EDGE 2'I FROM FACE OF WALL OU SIDE FACE OF WALL O IN WATER SHEDDING FASHION, [SECTION A3 EXTERIOR FINISH PER PLAN [SECTION A] TYPICAL EXTERIOR FINISH PER PLAN STARTING AT THE BASE OF THE WALL 4 WORKING TOWARDS THROUGH WINDOW JAMB TYVEK OR EQUAL HOUSE WRAP WEATHER -RESISTANT BARRIER STARTING AT THE BASE OF 5x5 FLASHING WITH KICK UT TO TO THE FACE OF THE SHED WATER AWAY FROM EXT: IOR THE WALL 4 WORKING TOWARDS BARRIER OVERLAP OF FLA"HIND SHEATHING. I ROOF SHEATHING I J TO THE FACE OF THE SEALANT BEAD I APPLY 01LL FLASHING 1 � S HEATHING. BEHIND MOUNTING I (1 APPLY JAMB FLASHING I � � © APPLY SILL FLASHING x X I � AROUND THE PERIMETER OF APPLY BEAD OF SEALANT ` METAL EAVE DRIP 0 ® THE BACK SIDE (INTERIORAT 3 BACK OF ui FLANGE 4 SETWINDOW'USING MOUNTING FLANGE. \ X PAN HEAD SCREWS TO SEAL THE WINDOW FRAME TO WOOD F=ASCIA Lu IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO 2" EXTERIOR WALL FACING SIDE JAMBS. EXTEND a I/2' (INTERIOR) OF THE WINDOW KICK -OUT FLASHING O APPLY BEAD OF SEALANT FLANGE, IN LINE WITH ANY ® APPLY JAMB FLASHING LIN ANY 5 X 5 FLASHING "Z" FLASHING METAL DRIP EDGE [2r, ACROSS THE FACE OF WRB 26 GAUGE GALV, 29 G UGE GALV, GAUGE GALVANIZED FLASHING 0MF0NENT8 AT HEAD FLASHING NlP END ROOF FLASHING LEGEND 6 - DRIP EDGE FLASHING: A DRIP EDGE TO BE PROVIDED AT ALL EAVES AND GABLES OF TILED AND SHINGLED ROOFS, TO OVERLAP A MINIMUM OF 3 INCHES, EAVE DRIP EDGES SHALL EXTEND 1/2" BELOW SHEATHING AND EXTEND BACK ON ROOF A MINIMUM OF 2 INCHES. THE DRIP EDGE TO BE MECHANICALLY FASTENED A MAXIMUM OF 6" O,C„ DRIP EDGE AT EAVES TO BE INSTALLED OVER UNDERLAYMENT, THERE SHALL BE A MINIMUM 4 -INCH WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE WHERE BASIC WIND SPEED PER FIGURE R301,2(4) IS 110 MPH OR GREATER, OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET. DRIP EDGES TO BE MECHANICALLY FASTENED A MAXIMUM OF 4 INCHES O,C, INSTALL A MINIMUM 8" WIDE ANTI -PONDING METAL FLASHING TO ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. NAIL TOP EDGE ONTO ROOF, THE UNDERLAYMENT IS TO CONFORM WITH ASTM D 226, TYPE I OR TYPE II, OR ASTM D 4869, TYPE I OR II, UNDERLAYMENT TO BE INSTALLED FOR WATER - SHEDDING, STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTALLY, UNDERLAYMENT TO OVERLAP A MINIMUM OF 19 INCHES AND BE MECHANICALLY FASTENED AT 3611 O.G. MAXIMUM, Tut)vlcal 1 - HIP FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. AT HIP LINE, FOLD UNDERLAYMENT OVER HIP AND MECHANICALLY FASTEN AT 3611 O.C, MA, TO OPPOSING SIDE OF ROOF. REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON HIP. 2 - RIDGE FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER, LAST LAYER APPLIED AT RIDGE TO BE FOLDED OVER RIDGE AND MECHANICALLY FASTEN AT 3611 O.C, MA. TO OPPOSITE SIDE OF ROOF, REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON RIDGE. 3 - VALLEY FLASHING: VALLEY LININGS INSTALLED PER MANUFACTURER'S SPECS BEFORE APPLYING TILE OR SHINGLES. LININGS PERMITTED: I. FOR CLOSED VALLEYS, INSTALL PREFORMED CLOSED VALLEY METAL EITHER AT 16" MIN. WIDTH (24" STRETCH -OUT) WITH MINIMUM 2-1/2" HIGH CENTER DIVERTER AND A MINIMUM 111 METAL EDGE RETURNS. OPTION OF RIBBED DESIGN WITH A 1" CENTER DIVERTER, MIN. (4) 3/5" RIBS SPACED 1-1/2" WITH 3-3/4" FLANGE. LAP JOINTS MINIMUM 6" WITH APPLIED COATING OR SEPARATOR SHEET, 2. OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH MIN. WIDTH OF Iro11 (24" STRETCH -OUT) WITH MINIMUM 1" HIGH TWIN CENTER DIVERTER AND A MINIMUM 1" METAL EDGE RETURNS. LAP JOINTS MIN. 6" WITH APPLIED COATING OR SEPARATOR SHEET, 3. FOR VALLEY METAL RETURNS, A) SECURE WITH CLIPS FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP 1" METAL EDGE RETURNS TO BATTEN STRIP WITH ROOFING NAILS THROUGH METAL STRAP. B) TRIM METAL AT VALLEY AND RIDGE JUNCTIONS TO ENSURE WATER SHEDDING ONTO VALLEY, C) INSTALL LEAD SOAKER AT ALL VALLEY 4 RIDGE JUNCTIONS. TURN LEAD UP MINIMUM OF i" TO CREATE WATER DIVERTER TO ENDURE WATER SHEDDING ONTO VALLEY, D) OUTER EDGE OF VALLEY METAL SHALL OVERLAP DECK FLANGE OF DRIP EDGE MINIMUM OF I INCH. CENTER OF VALLEY TO EXTEND MIN, OF 2" BEYOND DRIP EDGE. 14 - CRICKET AND SADDLE FLASHING: -I CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30" WIDE. CRICKET AND SADDLE COVERINGS TO BE SHEET METAL OR OF THE SMAE MATERIAL AS THE ROOF COVERING. RIDGE AND VALLY FLASHING OF CRICKET AND SADDLE TO BE SAME AS RIDGE AND VALLEY OF MAIN ROOF, 5 - BASE AND COUNTERFLASHING: BASE AND COUNTERFLASHING TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION SPECIFICATIONS, OR A CONTINUOUS METAL MINIMUM 4" BY 4" 111 FLASHING TO BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO THE BASE OF THE WALL AND OVER UNDERLAYMENT, BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 6" O,C, WITH APPROVED FASTENERS. ALL LAPS TO BE A MINIMUM OF 4'', FULLY SEALD IN APPROVED FLASHING CEMENT. FLASHING TO BEGIN A THE LOWER PORTION OF ROOF TO ENSURE WATER SHEDDING OF ALL METAL LAPS, ENTIRE EDGE OF HORIZONTAL FLANGE TO BE SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES TO OVERLAP THE THE HORIZONTAL FLANGE AND SET IN APPROVED FLASHING CEMENT, BASE FLASHING TO BE EITHER CORROSION -RESISTANT METAL PROVIDED IN SECTIOIN R905,2,8,1 OR MINERAL SURFACE ROLL ROOFING WEIGHING MINIMUM OF 17 POUNDS PER 100 SQUARE FEET. COUNTERFLASHING TO BE CORROSIION- RESISTANT METAL WITH A MIN. THICKNESS PROVIDED IN TABLE 903,1 - 2004 FBC, f=lasholn Detallpis mdfvisi0ns �1 1-1- vvvn/// Q W ..nn OL CLVJ ll- ZC) ca Q (j)W Q UpLu W dft U Q O _O 4 W ry O -A _U 14- Lu 4-O Z UJ(�UJ O Iii 'Q O lL � U IT- IT - d) W Q Q/ Z q O O O W O O Z � N � _O O}OO(Y UWUd)U(L 11-•L U zul,= Q Q : O V J nnc` !.L_ lu Q) } � U `om m xo E U L O a ONO 1� lu ` o U 1-� ff a O N (L Q 4 Z LL U d) � Q SHEET A -ro WINDOW INSTALLATION (METHOD B-1) WINDOW INSTALLATION (METHOD A-1) WEATHER RESTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. [STEPS} O IN WATER SHEDDING FASHION, [SECTION A3 [SECTION A] STARTING AT THE BASE OF THE WALL 4 WORKING TOWARDS THROUGH WINDOW JAMB [STEPS3 THROUGH WINDOW JAMB O IN WATER SHEDDING FASHION, THE TOP, INSTALL THE WRB STARTING AT THE BASE OF TO THE FACE OF THE THE WALL 4 WORKING TOWARDS SHEATHING. THE TOP, INSTALL THE L.RB TO THE FACE OF THE SEALANT BEAD APPLY 01LL FLASHING S HEATHING. BEHIND MOUNTING APPLY JAMB FLASHING FLANGE. 3 APPLY BEAD OF SEALANT © APPLY SILL FLASHING x X AROUND THE PERIMETER OF APPLY BEAD OF SEALANT ® THE BACK SIDE (INTERIORAT 3 BACK OF SURFACE) OF WINDOW FLANGE 4 SETWINDOW'USING MOUNTING FLANGE. PAN HEAD SCREWS TO SEAL THE WINDOW FRAME TO IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO OPENING. APPLT A 3/a" NOM.1� FACILITATE INSPECTION. DIA. TO THE PPLYBACADE APPLY BEAD OF SEALANT AT FACILITATE INSPECTION. SIDE JAMBS. EXTEND a I/2' (INTERIOR) OF THE WINDOW O APPLY BEAD OF SEALANT FLANGE, IN LINE WITH ANY ® APPLY JAMB FLASHING LIN ANY ACROSS THE FACE OF WRB pRN..,1 HOLES SLOTS. APPLY BEAD OF SEALANT e MOUNTING FLANGE AT HEAD c FLASHING AT HEAD FLASHING APPLYHEAD FLASHING O APPLY HEAD FLASHING ® sEAUNT BEAD BETWEEN [AFTER INSTALLATION} SEALANT BEAD BETWEEN Q [JAMB FLASHING 3 FLASHING AND MOUNTING FLANGE AND SEAL ALL CORNERS OF FLASHING. MOUNTING APPLY CONI. SEAL TO THE MOUNTING FLANGE, MECHANICALLY JOINED FLANGES AT THE TOP (HEAD) AND O QAPPLY A 3/9" NOM. DIA. FRAMES TO SEAL FRAME O REMOVE PREVIOUSLY APPLIED SIDES (JAMBS) OF WINDOW. EXTEND REMOVE PREVIOUSLY APPLIED BEAD OF SEALANT i0 THE SEAM JUNCTURE. TAPEALLOWING WRB TO LAY SEALANT AT JAMBS 9 1/2" ABOVE ®VER TAPE, ALLOWING WRB TO LAT BACKSIDE (INTERIOR) OF THE FLATO, HEAD FLASHING. HB 8 THE HEAD, EMBED MOUNTING FLANGE AROUND FLAT OVER HEAD FLASHING.FLASHING APPLYNEWINTO SEALANT AND NEW BREATHING TAPE APPLY NEW SHEATHING TAPE THE ENTIRE PERIMETER. OVER CUT _ SEE FASTEN IN PLACE. (FLASHING OVER DIAGONAL CUT - SEE PLACE BEAD IN LINE WITH DIAGRAM, GOES OVER SEALANT). DIAGRAM. ANY PRE -P NCHED HOLES FLASHING 4T HEAD EMENDS OR SLOTS. I" BEYOND JAMB FLASHING, \I,1 SECURE WRB AT HEAD [HEAD FLASHING 3 SECURE WRBAPPLY A CONT. SEAL ALONG O \ % MOUNTING FLANGE AT THE B HEAD HEAD. FLASHING GOES OVER \ F ASHING 4T HEAD EMENDS I" BEYOND JAMB FLASHING. MOUNTING FLANGE. EMBED \�' O® O \ BOTTOM OF HEAD FLASHING 8 PJ \ AGAINST SEALANT (FLASHING OO \ GOES OVER SEALANT). p-IEAD FLASHING \ G EXTEND HEAD FLASHIN EMBED BOTTOM OF THE \ BEYOND EACH JAMB FLASHING. HEAD FLASHING AGAINST \ FASTEN !N PLACE. THE PREVIOUSLY APPLIED SEALANT SEALANT (FLASHING GOES \ OVER SEALANT). EXTEND \ HEAD FLASHING BEYOND EACH JAMB FLASHING. ® FASTEN IN PLACE. A ©[JAMB FLASHING I A EXTEND JAMB FLASHING O A TOVERLAP SILL ® JJAMB FLASHING] FLASHING, EXT DA EXTEND JAMB FLA5141NG JAMB FLASHING a 1/2" (22OMM) ABOVE ROUGH TO OVERLAP SILL I OPENING AT HEAD. �i g FLASHING. EXTEND SEALANT APPLY TAPE AT JAMB F ROWING a 1/2' ABOVE ROUGH CORNERS TO® OPENING AT HEAD. TEMPORARILY HOLD TUCK TOP OF FLASHING IN PLACE SILL FLASHING "+' JAMB FLASHING /{ SEALANT UNTIL WRB IS APPLIED. UNDER THE FLAP OF WRB AT THE HEAD, SEE DIAGRAM. BRIM AND ADJUST WINDOW TO ACHIEVE SQUARE, SILL FLASHING ® PLUMB, AND LEVEL CONDITION. USE CORROSION r;�: RESISTANT FASTENERS. FASTEN WINDOWS PER O SHIM AND AD.AJ,9T WINDOW i0 ACHIEVE SQUARE, WINDOW MANUFACTURER FASTENER SPECIFICATIONS. ® PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER s I [WEATHER RESISTANT O WINDOW MANUFACTURER SPECIPICATIONS. BARRIER (WRB)} e AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE [WEATHER RESISTANT TOP EDGE OF THE BARRIER UP AND TAPE THE BARRIER (WRB)} TOP CORNERS AND CENTER TO THE EXTERIOR AT A 45 DEGREE ANGLE, CAREFULLY CUT THE WRB SURFACE ABOVE. BARRIER ON A DIAGONAL. GENTLY RAISE THE INTERIOR TOP EDGE OF THE BARRIER UP AND TAPE THE VIEW TOP CORNERS AND CENTER T THE EXTERIOR TOP LEFT CORNER OF WINDOW LIRE SURFACE ABOVE. INTERIOR VIEW TOP LEFT CORNER OF WINDOW NlP END ROOF FLASHING LEGEND 6 - DRIP EDGE FLASHING: A DRIP EDGE TO BE PROVIDED AT ALL EAVES AND GABLES OF TILED AND SHINGLED ROOFS, TO OVERLAP A MINIMUM OF 3 INCHES, EAVE DRIP EDGES SHALL EXTEND 1/2" BELOW SHEATHING AND EXTEND BACK ON ROOF A MINIMUM OF 2 INCHES. THE DRIP EDGE TO BE MECHANICALLY FASTENED A MAXIMUM OF 6" O,C„ DRIP EDGE AT EAVES TO BE INSTALLED OVER UNDERLAYMENT, THERE SHALL BE A MINIMUM 4 -INCH WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE WHERE BASIC WIND SPEED PER FIGURE R301,2(4) IS 110 MPH OR GREATER, OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET. DRIP EDGES TO BE MECHANICALLY FASTENED A MAXIMUM OF 4 INCHES O,C, INSTALL A MINIMUM 8" WIDE ANTI -PONDING METAL FLASHING TO ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. NAIL TOP EDGE ONTO ROOF, THE UNDERLAYMENT IS TO CONFORM WITH ASTM D 226, TYPE I OR TYPE II, OR ASTM D 4869, TYPE I OR II, UNDERLAYMENT TO BE INSTALLED FOR WATER - SHEDDING, STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTALLY, UNDERLAYMENT TO OVERLAP A MINIMUM OF 19 INCHES AND BE MECHANICALLY FASTENED AT 3611 O.G. MAXIMUM, Tut)vlcal 1 - HIP FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. AT HIP LINE, FOLD UNDERLAYMENT OVER HIP AND MECHANICALLY FASTEN AT 3611 O.C, MA, TO OPPOSING SIDE OF ROOF. REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON HIP. 2 - RIDGE FLASHING: UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER, LAST LAYER APPLIED AT RIDGE TO BE FOLDED OVER RIDGE AND MECHANICALLY FASTEN AT 3611 O.C, MA. TO OPPOSITE SIDE OF ROOF, REPEAT FOR OPPOSITE SIDE FOR TWO LAYERS OF OVERLAP UNDERLAYMENT ON RIDGE. 3 - VALLEY FLASHING: VALLEY LININGS INSTALLED PER MANUFACTURER'S SPECS BEFORE APPLYING TILE OR SHINGLES. LININGS PERMITTED: I. FOR CLOSED VALLEYS, INSTALL PREFORMED CLOSED VALLEY METAL EITHER AT 16" MIN. WIDTH (24" STRETCH -OUT) WITH MINIMUM 2-1/2" HIGH CENTER DIVERTER AND A MINIMUM 111 METAL EDGE RETURNS. OPTION OF RIBBED DESIGN WITH A 1" CENTER DIVERTER, MIN. (4) 3/5" RIBS SPACED 1-1/2" WITH 3-3/4" FLANGE. LAP JOINTS MINIMUM 6" WITH APPLIED COATING OR SEPARATOR SHEET, 2. OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH MIN. WIDTH OF Iro11 (24" STRETCH -OUT) WITH MINIMUM 1" HIGH TWIN CENTER DIVERTER AND A MINIMUM 1" METAL EDGE RETURNS. LAP JOINTS MIN. 6" WITH APPLIED COATING OR SEPARATOR SHEET, 3. FOR VALLEY METAL RETURNS, A) SECURE WITH CLIPS FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP 1" METAL EDGE RETURNS TO BATTEN STRIP WITH ROOFING NAILS THROUGH METAL STRAP. B) TRIM METAL AT VALLEY AND RIDGE JUNCTIONS TO ENSURE WATER SHEDDING ONTO VALLEY, C) INSTALL LEAD SOAKER AT ALL VALLEY 4 RIDGE JUNCTIONS. TURN LEAD UP MINIMUM OF i" TO CREATE WATER DIVERTER TO ENDURE WATER SHEDDING ONTO VALLEY, D) OUTER EDGE OF VALLEY METAL SHALL OVERLAP DECK FLANGE OF DRIP EDGE MINIMUM OF I INCH. CENTER OF VALLEY TO EXTEND MIN, OF 2" BEYOND DRIP EDGE. 14 - CRICKET AND SADDLE FLASHING: -I CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30" WIDE. CRICKET AND SADDLE COVERINGS TO BE SHEET METAL OR OF THE SMAE MATERIAL AS THE ROOF COVERING. RIDGE AND VALLY FLASHING OF CRICKET AND SADDLE TO BE SAME AS RIDGE AND VALLEY OF MAIN ROOF, 5 - BASE AND COUNTERFLASHING: BASE AND COUNTERFLASHING TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION SPECIFICATIONS, OR A CONTINUOUS METAL MINIMUM 4" BY 4" 111 FLASHING TO BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO THE BASE OF THE WALL AND OVER UNDERLAYMENT, BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 6" O,C, WITH APPROVED FASTENERS. ALL LAPS TO BE A MINIMUM OF 4'', FULLY SEALD IN APPROVED FLASHING CEMENT. FLASHING TO BEGIN A THE LOWER PORTION OF ROOF TO ENSURE WATER SHEDDING OF ALL METAL LAPS, ENTIRE EDGE OF HORIZONTAL FLANGE TO BE SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES TO OVERLAP THE THE HORIZONTAL FLANGE AND SET IN APPROVED FLASHING CEMENT, BASE FLASHING TO BE EITHER CORROSION -RESISTANT METAL PROVIDED IN SECTIOIN R905,2,8,1 OR MINERAL SURFACE ROLL ROOFING WEIGHING MINIMUM OF 17 POUNDS PER 100 SQUARE FEET. COUNTERFLASHING TO BE CORROSIION- RESISTANT METAL WITH A MIN. THICKNESS PROVIDED IN TABLE 903,1 - 2004 FBC, f=lasholn Detallpis mdfvisi0ns �1 1-1- vvvn/// Q W ..nn OL CLVJ ll- ZC) ca Q (j)W Q UpLu W dft U Q O _O 4 W ry O -A _U 14- Lu 4-O Z UJ(�UJ O Iii 'Q O lL � U IT- IT - d) W Q Q/ Z q O O O W O O Z � N � _O O}OO(Y UWUd)U(L 11-•L U zul,= Q Q : O V J nnc` !.L_ lu Q) } � U `om m xo E U L O a ONO 1� lu ` o U 1-� ff a O N (L Q 4 Z LL U d) � Q SHEET A -ro DESIGN CRITERIA AND LOADS WIND LOADING ................................................. Cd = 1.60 Building_Code 140 MPI-. _ Florida Building and Residential Codes, 6'h Edition (2017) Code for Design Loads EXPOSURE CATEGORY ANSI/ASCE 7-10 • C&C........................................................... ROOF ........ C j = 1.25 -LOADING TOP CHORD LIVE LOAD .................. .........20 NSF TOP CHORD DEAD LOAD................................7 PSF BOTTOM CHORD LIVE LOAD ENCLOSURE CLASSIFICATION ...................... ATTICS WITH LIMITED STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE ....................... 10 PSF (SEE TABLE 1) (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD........................5 PSF WIND LOADING ................................................. Cd = 1.60 ASCE 7-10, 33 GUST ........................................ 140 MPI-. BASIC WIND SPEED TL/180 EXPOSURE CATEGORY TL MAX 1" UP TO • C&C........................................................... D • MWFRS FRONT -TO -BACK ........................ D • MWFRS LEFT-TO-RIGHT ......................... B BUILDING CATEGORY ..................................... II ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF........................ 0.18 C&C DESIGN PRESSURES .............................. (SEE TABLE 1) FLOOR LOADING..............................................C', = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSS BOTTOM CHORD DEAD LOAD... ............ ..... ... 5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... C� = 1.00 TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD ................................ 10 PSF BOTTOM CHORD LIVE LOAD ...........................0 PSF BOTTOM CHORD DEAD LOAD ........................ 5 PSF MAXIMUM FLOOR TRUSS SPACING.............16" U.C. DEFLECTION CRITERIA DIAMETER 0.131" _ 0.113" ROOF TRUSSES ....................... ...................... LL 1240 i TL/180 1 Y2" 3" TL MAX 1" UP TO li ALL OTHER PT 40' SPAN I I; OPEN WEB FLOOR TRUSSES/BEAMS.......... 1_L. / 360 I� 3-Y4" 3-Y4' TL 1240 1L1 6d COMMON �j TL. MAX 1;i" WOOD I JOISTS ............................................... LL 1480 TL/240 TL MAX Y2" NOTES_ 1, CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER FBC 1605.3.1.1. TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS ---------- r ------ ---- - ---- -- ------ EFFECTIVE-- i II 0-20 ft= ! +3^ X10 -*5.52 21 - 50 ft` 51 - 100 ft2 VINYL SOFFIT MAX PRESSURE (psf) +32.36 -42.25 +30.40 -38.32 +34.0 -46.0 I GARAGE DOOR PRESSURE SEE FRAMING PLAN 11 THIS STRUCTURE IS LOCATED IN THE WIND BORNE DEBRIS REGION AND HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. AS SUCH, THE BUILDER MUST SUPPLY OPENING . ROTECTION !N ACCORDANCE WITH FBC 6TH ED. 2017 SECTION 1609.1.2 AND/OR FRC 6TH ED. 2017 SECTION 301.2.1.2 AND LOCAL BUILDING JURISDICTION_ 7 TABLE 4: NAIL SIZE LEGEND --- - ----------------- ---- - AIl1TFS 1 2 4 NOTES 1. INSTALL 1 Od NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SITS APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE 30RED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER PRESERVATIVE -� DIAMETER 0.131" _ 0.113" LENGTH '_ 2-Y2" 2-3/8" 8d CC1fAMON 8d RINGSHANK 10d x 1 ?Z" 10d _0.1_48 0.131'_ 1 Y2" 3" __----_� 10d COMMON �I' li ALL OTHER PT --- 3" -- 12d COMMON _0.148" 0.148" 0.148" 3-Y4" 3-Y4' 16d SINKER 1L1 6d COMMON �j I - 0.162- 3-Y2" NOTES 1. INSTALL 1 Od NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SITS APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE 30RED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER PRESERVATIVE -� -FASTENER TYPE --� ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) 1 STAINLESS CONNECTORS AND I FASTENERS REQUIRED. SIMPSON CONNECTORS MUST HAVE li ALL OTHER PT 'Z -MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. � ALL. FASTENERS MUST BE HOT USP DIPPED GALVANIZED. NOTES_ 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. CONCRETE AND. -FOUNDATION _N_OTE_ S 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,560 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 29 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL 5E 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 6TH EDITION (2017) TABLE R401.4'..1, AND Sf1ALL BE FREE OF ORGANIC ?JIATERIAL AND COHESIVE SOILS. 00f,1FAC! r z F!: ' 12" 1-4'T9 TO AT' EAS F i?;~;`'!. OF MODIFIED PROCTOR MAXIMUM DRY A, i4°ifdr , �i it C r "I l .".r:'.:,; n 'n j `'SI�iL)r" -)Nf- ? .4 FI !ESE 8. CONCRETE FLOU BS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYE'OR RETARDER WITH JOINTS LAPPED 6' AND SEALED OVER CLEAN, EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR NWrRE !ELATION OF SUBTERRANEAN TERMITES, 9, STEP."WALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE_ FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. FRAMING NOTES 1, SIMPSCN ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF (TYPICALLY t6" TO 8" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVEIEPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE 2304.9.1. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 5, FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 1 Od @ 8" O.C. STAGGERED. UPPER LEVEL M! )LT! -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. TABLE 7: METAL CONNECTOR SCHEDULE USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE 2ND LEVEL STRAPPING SW1 DTT2Z USP FASTENERS SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON SIMPSON FASTENERS USP HDQ8 (8) Y4" x 1 Y2' SDS SCREWS SECTIONS AND DETAILS (8)1/4" x 1Y2' WS15-GC SECTIONS AND DETAILS (IF APPLICABLE) 1,2,3IN STUD Y2" 0 x 4 YZ' 1'2'3 WOOD SCREWS IN STUD (9) 1 Od COMMON (9) 10d COMMON DTT2Z EMBED EPDXY OR DTB-TZ Y2" 0 x 4%" EMBED EPDXY CS18 EACH END OF CS20 EACH END OF SCREW ANCHOR OR SCREW ANCHOR STRAP STRAP (18)0.162"x2Y2'IN (18) 0.162" x 2 Y2" IN HTT41,2,3 STUD/BEAM/TRUSS HTT45,2,3 STUD/BEAM/TRUSS MTS12 (7) 1 O x 1 Y2" MTW12 (7) 1 O x 1 Y2" 5/8" 0 x 6" EMBED ANCHOR 5/8" 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (26) 0.162" x 2 Y2" IN (26) 0.162" x 2 Y2' IN 1,2,3 HTTS STUD/BEAM/TRUSS 12,3 HTT45 STUD/BEAM[TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON 5/B" 0 x 6" EMBED ANCHOR %11 0 x 6" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (20) Y4" x 3" SDS SCREWS (24) 3" WS IN STUD HDQ8-SDS3 IN STUD GROUP PHD8 GROUP MSTA36 (13) 1Od COMMON MSTA36 (13) 1 O COMMON 8„ 0 x 12" EMBED ANCHOR 8" O x 12" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE (38) 16d SINKERS INTO (38) 16d SINKERS INTO (11) 10d x 1Y2" IN (11) 10d x 02' IN STHD14 STUDS STAD14 STUDS HTS20 TRUSS/RAFTER HTW20 TRUSS/RAFTER WET EMBED IN WET EMBED IN (11) 1 O x 1Y2" IN (11) 10d x 1%" IN CONCRETE CONCRETE STUD STUD _ (10) 1 O x 1 Y2" NAILS IN (10) 16d COMMON NAILS (5) 8d x 1Y2" IN (5) 8d x1 Y2" IN z STUD 2 IN STUD H2.5T/ TRUSS RT7/ TRUSS LTT20B /„ O x6" EMBED EPDXY LTS19 Y2" 0 x6" EMBED EPDXY HA8 (5) 8d x %" IN TOP RT7AT (5) 8d x 1 Y2" IN TOP OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE (5) 1 Od x1 Y2' IN (5) 1 Od x1 Y2' IN (12) 16d COMMON NAILS (12) 16d COMMON NAILS H8 TRUSS RTBA TRUSS ABU44 5/8" 0 x 7" EMBED EPDXY pAU441 5/e" 0 x 7" EMBED EPDXY (5) 1 Od x 1 Y2" IN (5) 1 O x 1 Y2" IN TOP PLATE TOP PLATE (12) 16d COMMON NAILS (12) 16d COMMON NAILS (9) 1 Od x1 Y2' IN (8) 8d x1 Y2" IN ABU66 5/e O x 7" EMBED EPDXY PAU661 5/8 " O x 7" EMBED EPDXY TSP STUD LFTA6 STUD (12" EMBED AT GARAGE (12" EMBED AT GARAGE (6) 10d x 1 Y2" IN (8) 8d x 1 Y2" IN DOOR RETURNS) DOOR RETURNS) PLATE PLATE HU48, (14) 16d COMMON IN HD48, (14) 16d COMMON IN (6) 10d COMMON IN TOP PLATE (6) 1 Od x 1 Y2" IN TOP PLATE HUC48, HD28-2, HEADER HD481F, HD28-2 HEADER DSP (8) 10d COMMON RSPT6-2 (8) 1 Od x 1 Y2" HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM IN STUD/HEADER STUD/HEADER HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (26) 16d SINKER IN (28) 16d SINKER IN HUC410, HEADER HD4101F, HEADER LGT3 WALL FRAMING LUGT3 WALL FRAMING HU210-2, (10) 1 Od COMMON IN HD210-2, (10) 1 Od COMMON IN (12) SDS Y4" x 2 z" (12) WS25 Y4" x 2 #" HUC210-2 BEAM HD210-21F BEAM (4) Y4" x lY2' WS15 SCREWS IN TRUSS IN TRUSS (4) Y4" x 1 Y2" SDS SCREWS HGA10KT IN TRUSS/RAFTER HCA10'IN TRUSS/ RAFTER SDWC14500, SDWC15600 NO USP EQUIVALENT (4) /4" x 3" SDS SCREWS IN (4) /a x 3" WS3 SCREWS IN TOP PLATE TOP PLATE DIA. & EMBED SPECIFIED WEDGE DIA. & EMBED SPECIFIED TITEN HD ON PLAN BOLT+ ON PLAN NU1t,5: 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12 -INCHES. OPTIONAL SIMPSON Y2"x12" TITEN HD OR USP WEDGE BOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 3. PRODUCTS SELECTED USING SIMPSON 2017-2018 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CCNTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 Y2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS18, AND MSTA FLAT STRAPS. 'ABLE 8: SPECIFIED SW WALLS 1 )TES , 2 3 4 END STUD GROUPS SW TYPE NUMBER OF STUDS SWI, SW2, SW3 2 SW4 3 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP REQUIREMENT. END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ MIN 36" BLOCK W/ (20) 1 Od TO END STUD END STUDS CONNECTION (NOTES 5,_6, 7) SW TYPE 1 ST LEVEL HOLD DOWN 2ND LEVEL STRAPPING SW1 DTT2Z MSTA36/CS18 SW2 HTT4 (2) MSTA36/CS18 SW3 HTT5 (3) MSTA36/CS18 SW4 HDQ8 (4) MSTA36/CS18 BOTTOM PLATE ANCHOR SPACING (NOTE 7) SW TYPE MAX ANCHOR SPACING SW1 48" O.C. SW2, SW3, SW4 24" O.C. NOTES: 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF WALL SEGMENT IS IDENTIFIED AS SW1, SW2, SW3, SW4, OR SWB ON THE PLAN. 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. 4. SWB - SEE "SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. 5. 2ND LEVEL "SW" SHEAR WALLS - END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: • HOLD DOWN WITH FULL -HEIGHT Z" DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. • 2ND LEVEL END STUDS TO MATCHING IST LEVEL STUD GROUP BELOW W/ STRAPPING AS NOTED. IST LEVEL. STUD GROUP TO SLAB WITHHOLD DOWN. 6. DESIGNATED "SW' SHEARWALLS WITH A COMMON CORNER REQUIRE (1) HOLDDOWN, WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS . SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. SHEETINDEX STA ...................... STRUCTURAL SPECIFICATIONS ST -2 ...................... FOUNDATION PLAN ST -3 ......................1 ST LEVEL STRUCTURAL FRAMING PLAN ST -3A ....................1 ST LEVEL ROOF FRAMING PLAN ST -4 ...................... 2ND LEVEL STRUCTURAL FPAMING PLAN (IF APPLICABLE) ST-4A....................2ND LEVEL ROOF FRAMING PLAN ('F APPLICABLE) ST-5.......................TYPICAL WALL SECTION SHEET ST -6 ...................... SECTIONS AND DETAILS ST -7 ...................... SECTIONS AND DETAILS (IF APPLICABLE) LEGEND OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL_ ALTERNATIVE FOR THE APPLICATION SHOWN UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL EOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMEERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. (3 1/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 1/2" WIDE, UNO. SYS 42 PROPERLY RATED OPEN WEB HEADER INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS Y2' ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR SW SPECFICATIONS) STRUCTURAL WOOD BEAM A FOUNDATION KEYNOTE CALLOUT STUD COLUMN KEYNOTE CALLOUT NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, ONO. t - ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLWN BOTTOM OF STUD COLUMN CONNECTION - • 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1 ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE CALLOUT NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD MSTA24 ~ TYPE OF STRAP CONNECTING HEADER TO JACK STUD DTT2Z KING/JACK GROUP BOTTOM CONNECTION • 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JA(;t CROUP _ HEADER FRAMING KEYNOTE CALLOUT (2)2x10-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING SIZE OF HEADER (ALL HEADERS TO BE NO.2 SYP) OR WSP NUMBER OF PLIES IN HEADER R ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT (2) 9 1/2" LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS ',_SL, LVL, PSL, OR SYS42j DEPTH OF HEADER NUMBER OF PLIES IN HEADER (1 3/4" WIDE UNO) HEADER FRAMING 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS ! Od @ 8 " O.C. STAGGERED. 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS I Od @ 8" O.C. , STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. 5. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FCR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. I 6. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECON REQUIRED FOR OPENINGS 39" OR LESS, AT WSP HEADERS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • TOP PLATE TO HDR W/ SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 1 Od x 1-Y2" @ 16" O.C. OR • DSP w/ (14) 1 Od x 1-Y2" @ 16" O.C. OR • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 1 Od x 1-1/2" (OR `1 QUAL APPROVED BY EOR). P i REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY.jjj�DATE-_k3 O 0 O C14 00 00 x O O i t N N N M J LL W J ■ � _J � e U) Y Q C) O It W F- W 0 Y Q CL z U) - u, W w Z 0 IL L3 Q 7 m 0 W w Q Z Lo J 0 z F Z U0 U1 a w U N Q )-(Lo w Z O M Q a Q 0 w LL W w z Oaw0 wwJpLLN�p� Ex h M N w ZH zIt0IL ZwFIA1nm0_Zw IL W QIL 0U)IWWyF Nw� w ►- 0 U z Q=1-U)_jff-H�zWa1L (!i FF0Q0a11zLIL0200 rQj w W OF 2 a - O W � 0 Q M m C7QIx Ll EJ ZwwwZU)OQIw ZzQXW0 1.-0-Iw0z W E w I•-zQF wN-X3 W w w Z -x< W U Q x4. z zwawELIYZZ ~ZU)I- z 0 39 I Y z< 6-- O. 0 0 U'` < w 0 z z00Qa]zNtrQM W z{ -E t,IwJ W w?O�I7wO� NFxscj- Q I Q z> Z_ I Q U w a- O F Q LL F Z U d F U 0 I Q w 0 Z Q OUz- rOI-N,1 0m l2-ZL30 J U - Z SHEET NO.: 0 ST -1 oSTRUCTURAL a- SPECIFICATIONS alf 0 JOB NO.: Q U 2018.3439 2 SUBDIVISION: L 536 Beach Avenue J LL U LOT NO.: z -- r FLOOR PLAN: o Sherman Residence O Z DESIGNED: AEG W i- REVIEWED: w JPA d Q REVISIONS DATE d W z 0 W Q z) Ampm""EX z U) Q STRUCTURAL ENGINEERING h O ►�►)►118111 ARN'�'� ��O•E•�SFS'©�'. •2 NO 58544 O �'0 * 2' JO ST E OF :� TZ 6 U O N Al ��,��• H►88 1111110% LU 1 CLI JEFFREY Q ARNESON, P.E. Q P.E. No. 58544 2 2 STUDS j O - 2 ANCHOR NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, ONO. t - ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLWN BOTTOM OF STUD COLUMN CONNECTION - • 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1 ST LEVEL STUDS/HEADER/BEAM. "ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE HEADER STRAPPING KEYNOTE CALLOUT NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD MSTA24 ~ TYPE OF STRAP CONNECTING HEADER TO JACK STUD DTT2Z KING/JACK GROUP BOTTOM CONNECTION • 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JA(;t CROUP _ HEADER FRAMING KEYNOTE CALLOUT (2)2x10-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING SIZE OF HEADER (ALL HEADERS TO BE NO.2 SYP) OR WSP NUMBER OF PLIES IN HEADER R ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT (2) 9 1/2" LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS ',_SL, LVL, PSL, OR SYS42j DEPTH OF HEADER NUMBER OF PLIES IN HEADER (1 3/4" WIDE UNO) HEADER FRAMING 1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS ! Od @ 8 " O.C. STAGGERED. 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS I Od @ 8" O.C. , STAGGERED ALONG EACH EDGE. 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS. 5. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FCR OPENINGS AT FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. I 6. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECON REQUIRED FOR OPENINGS 39" OR LESS, AT WSP HEADERS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: • TOP PLATE TO HDR W/ SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 • SPH w/ (12) 1 Od x 1-Y2" @ 16" O.C. OR • DSP w/ (14) 1 Od x 1-Y2" @ 16" O.C. OR • FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 1 Od x 1-1/2" (OR `1 QUAL APPROVED BY EOR). P i REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY.jjj�DATE-_k3 O 0 O C14 00 00 x O O i t N N N M J LL W J ■ � _J � e U) Y Q C) O It W F- W 0 Y Q CL z U) - u, W w Z 0 IL L3 Q 7 m 0 W w Q Z Lo J 0 z F Z U0 U1 a w U N Q )-(Lo w Z O M Q a Q 0 w LL W w z Oaw0 wwJpLLN�p� Ex h M N w ZH zIt0IL ZwFIA1nm0_Zw IL W QIL 0U)IWWyF Nw� w ►- 0 U z Q=1-U)_jff-H�zWa1L (!i FF0Q0a11zLIL0200 rQj w W OF 2 a - O W � 0 Q M m C7QIx Ll EJ ZwwwZU)OQIw ZzQXW0 1.-0-Iw0z W E w I•-zQF wN-X3 W w w Z -x< W U Q x4. z zwawELIYZZ ~ZU)I- z 0 39 I Y z< 6-- O. 0 0 U'` < w 0 z z00Qa]zNtrQM W z{ -E t,IwJ W w?O�I7wO� NFxscj- Q I Q z> Z_ I Q U w a- O F Q LL F Z U d F U 0 I Q w 0 Z Q OUz- rOI-N,1 0m l2-ZL30 J U - Z SHEET NO.: 0 ST -1 oSTRUCTURAL a- SPECIFICATIONS alf 0 JOB NO.: Q U 2018.3439 2 SUBDIVISION: L 536 Beach Avenue J LL U LOT NO.: z -- r FLOOR PLAN: o Sherman Residence O Z DESIGNED: AEG W i- REVIEWED: w JPA d Q REVISIONS DATE d W z 0 W Q z) Ampm""EX z U) Q STRUCTURAL ENGINEERING h O ►�►)►118111 ARN'�'� ��O•E•�SFS'©�'. •2 NO 58544 O �'0 * 2' JO ST E OF :� TZ 6 U O N Al ��,��• H►88 1111110% LU 1 CLI JEFFREY Q ARNESON, P.E. Q P.E. No. 58544 4" CONCRETE SLAB W/ FOUNDATION KEYNOTES: GENERAL FOUNDATION NOTES x x R FI FIBERMESH NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. EAR TI -!AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED -TO HAVE �o—�------ — - - - o? 8" MIN LA\ 8"x8" DEEP THICKENED EDGE W/ (1)---4 CONT A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 6TH EDITION (2017) TABLE 8401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF \ \ \ \ \ I �\\ ° p ° 28" MAX MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S \\ \ 0 gx//j// / // / �j��, \/� \\/\\/\\/\\/\' /g\ �� 12" DEEP FTG W/ #4 @ 12" EW UNDER BOX COLUMN, FTG TO BE RESPONSIBILITY TO CONFIRM THESE ASSUVPTIONS. 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT VAPOR BARRIER//\ �/ 12" MIN./ /\/\/\/\/ \\ I\/ ' PROJECTED MIN 6" AS SHOWN SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. \/\ •`� i //,//i///�// LC 16"SQx12" DEEP FTG W/ (3)EWACCORDANCE 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN WITH THE FLOR!DA BUILDING CODE. CONSULT ARCHiTECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. FOOTING TO BEAR ON -- J �-- 6"OPT. EXTENSION 1N BRICK FIRM UNDISTURBED SOIL _ LOCATIONS ON FND PLAN � 24"SQx20" DEEP FTG W/ 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE iNTERCHANGEABL E. SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. C: D (3)#4 EW 5. 24" LONG # 4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS. SEE "RE-ENTRANT O 12" UNDER 1 STORY WALL WITH (2)#4 OR (2)#5 CONT j - ADDITIONAL NO.4 OR NO. 5 30"SQx20" DEEP FTG W/ CORNER DETAIL" THIS SHEET. 0 - 1 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL E (4)#4 EW CONTROL JOINT CJ NOTES: - -----._-_ --- --- -- -� -) - - -- - `N N x WITH (3)#4 OR (2)#5 CONT � )#4Ew "DEEP FTG W/ 1 ING - --- 00 • 1��-MONOLITHIC _FOOTING SECTION 48"SQx24" •IMCUTS MUST BE MADE THE SAME DAY AS PLACEMENT. AS SOON AS THE CONCRETE HAS SFT ENOUGH TG ALLOW SAWCUTS WITHOUT RAVELING O 0) IF GROUND ADJACENT TO FTG SLOPES DOWN C' DEEP FTG W/ EW, T&BCUTS THE COURSE AGGREGATE FROM THE CUT, MAKE THE CUT, It AND AWAY FROM STRUCTURE STEEPER THAN ( (5)#4 MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE V-0" VERTICALLY PER T-0" HORIZONTALLY, ADEQUATE PROTECTION AGAINST "RANDOM" CRACKING. N CONTRACTOR HAS TWO CHOICES: 2. DEPTH N 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF EOR TO PREVENT EROSION OF SOIL. TYPICAL REINFORCING THE CUT SHOULD BE AT LEAST 1" DEEP, BUT NOT MORE THAN 1 %" DEEP. J LL 2. USE STEMWALL FOOTING I BARS AT THICKENED 3. SEALING FOOTING, SEE PLAN I THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC Il i J — 4" CONCRETE SLAB W/ -- I MIN S LONG D OR #5 I I I BAR SFT AT MID -DEPTH ADHESIVE SEALANT. JOINT SEALANT IS RECOMMENDED BUT NOT REQUIRED AT INTERIOR LOCATIONS. BACKER ROD IS NOT REQUIRED. 6x6 W1.4 x W1.4 WWF � OF SLAB, TYP ALL z O OR FIBER MESH - 8" CMU CHAIR I I RE-ENTRANT CORNERS (� TOP OF SLAB s, BLOCK W/ (1) #5 I---- -----� ..�:� CONT. -- L- -- - - - - --- IL U N HOUSE SLAB � VAPOR BARRIER x ! RE-ENTRANT CORNER DETAIL W �j��/ \� �i•4 OR #5 VERT REINFORCING --y\\ UP TO 3 COURSES: 72" O.C. \// I / / 4 TO 5 COURSES: 48" O.C. :/�\/ I /\\/1\// , — 29'-8" 24'-32" 5' 42" (RECOMMENDED) PLAN VIEW, RE-ENTRANT DETAIL TYPICAL @ ALL CORNERS U) f O U ------------------- /�\/�/\j�\/C _._. � \/ \ \ / ADDITIONAL #4 FOOTING TO BEAR ON FIRM -- //� / OR #5 IN BRICK UNDISTURBED SOIL �., I — --------- .. — • — I FORM&POUR REMAINDER 4„ CONCRETE SLAB W/--�. 6x6 W1.4 x W1.4 WWF \ n - LEDGE ------- — — — — — — — — — — --- OR FIBERMESH \ Z i - 4" OPT BRICK VE AVE 6. REINFORCEMENT - - LEDGE NOTED TO HAVE 6" BEND AT BOTTOM /' ON FND PLAN 1 I I I I I I OF CURB W/(1)#5 I I I CONTINUOUS & #4 VERT 4 I 1 @ 48" O.C. `Q T I 0'-0" A.F.F. _ c a --a -a ---- :a---.- VARIES c 4 41 Q O i I I ' Q �/\//\i --" -.T--- --- CAST -IN-PLACE FOOTING SPECS 1 8"x 16" W/(2) #4 OR (2)#5 CONT I I I I I 4 I a a \�� W -STORY: 2 -STORY: 10" x 20" W/(3) #4 OR (2) #5 I I °i I I \, �� h ' /�i\/ 4" \\/ \/%i\//\/ LO X° Z E w w 0 CONT r- I I L------ Q� t80 aZ�MZ ^/ CMU STEMWALL SECTION I I I I I I I -"� ❑WL.Q L° z I n g °° ° F-ZO L SHOULDRE -� 1 FILLING H WALL, O IT IS 4NDATIONS I �q VAPOR r -- UNDER 1 STORY WALL" BARRIER LA N00_ J°wUmM a 0 W D W LL OULD THLS CUND T ON ETEM EVER COURSPECIAL SES GID SVT RECOMMEN I I I WITH (22)#4 OR (22j#5 CONT O Z W LLI M ° F W W 0 °aw❑ WWJ°WNN MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY I I _ 16" UNDER 2 STORY WALL to 0 m H w ° a Z - W j m Z F ❑ ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. I I I I I WITH (3)#4 OR ([}#5 CONT V% W Z pa, 0 Q i W W m F W W awl U❑NU� I I I 7 _ BEARING_CURB STEP SECTION i Z 0) Owhl a �, FIw za I❑a�a� F-xzw�W o W Z a° W L, z o X J-° °� awwi °° w0°aw — - 4 ED n I 2 I I I 9 4 2 I n -. W _ZZQX�oWWZED0 2Z_ W Z a F w N_ L 0 2 #4 OR /2 #5 CONTINUOUS - 6x6 - W1,4 x W1.4 WWF ( ) l )-- OR FIBERMESH - N I I I N I I 11'-0" 3' 4" I Z W-° 4 Z W Q W n M FW- ° ti I-- Z M -WW Z / -- ,� I I I I I I I I I I I -- -j I � I I I -- - J 0'-0" A.F,F. — — �—� (BEYOND) v � -i--FU3LOCKW/ 4" FtsOATING C NCRETE --, N 1# O 5 CONT SLAB W/ 6x6 W1.4xW1.4 < / ,p Z L' Q I> Z Q 0 z a ❑ 0 Q W ° 0 Y W 0 Z I Z 0 Z Z N a OF Z W W J a m Q Z 3 F Q Z0� w0 Nwct��U w- O W C7 H g m w U E _ I� Z> Z I Q U W a ° F Q --.a --= a ------- --e---- a---•-- — --—�—_---- ----- a , o° e/\\\�\\/\\ v \/\\ a. •Q �� I ---------------- I i WWF OR FIBERMESH z w N �0wa��U�OIOwOZa -VAPOR BARRIER 16" I I I -.- - Y'.. •.. �• F11lIbH -L_ O I GRADE / J LL - �: / �U,. SHEET NO.: 3 BEARING WALL FOOTING SECTION I I I I I I I i I r I I I #4 OR #5 VERT REINFORCING ; 1, /\\/\\/\\/\\/ �\ \/\\/\\/ O FOUNDATION I 2 ( I 9 I I UP TO 3 COURSES: 72" O.C. I /\ - 4 TO 5 COURSES: 48" O.C. / PLAN o \ ' D JOB NO.: 208.3439 o L------ O — — — — ��--=J� L------------� Q L o - <,. � / FOOTING TO BEAR ON FIRM --� \ \,, SUBDIVISION: 4" CONCRETE SLAB W/ 6x6W1.4xW1.4WWFOR \ L - -- ----- ---- ------ ` r UNDISTURBED SOIL '- - ADDITIONAL #4 OR #5 / IN BRICK LEDGE � O 036 Beach Avenue FIBERMESH L J N 0'-0" A.F.F. - - VARIES Cl a 4 \d VERT REINFORCEMENT TO � �_ 4" OPT BRICK LEDGE HAVE 6" BEND @BOTTOM NOTED ON FND PLAN / LL _ LOT NO.: //��" MIN -4" "Z A CAST -IN-PLACE FOOTING SPECS —J 1 -STORY: 16"W x 8'T W/ 2 #4 OR G � CONT 2 -STORY: 20'"W x 10"T W/(3))#4 OR (2) #5 CONT z � FLOOR PLAN: 87x8" THICKENED - I 8° FTG AT STEP-DOWN, +--� - VAPOR BARRIER 9'4" 6'-1011 9'-0" ! CMU STEMWALL SECTION � I o Sherman Residence DESIGNED: SEE PLAN ' 1'-2" \ 1. SPECIAL CARE .SHOULD BE EXERCISED BY CONTRACTOR .WEN BACK 7` I 26'4" -- \ FILLING BEHIND A STEM WALL, PARTICULARLY'MIEN IT IS OVE=R 4 COURSES HIGH. S U AEG URB STEP SECTION (4' SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREWNANCHORSALLOWED N MONOI ITHIC FOOTINGS ONLY W � REVIEWED: / �r EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. W J Fy q A Q — SLAB OR \;//-----SLAB REVISIONS DATE 4 OR NO 5 @ 18" O.C. CONCRETE SLAB I W/Y 6x6 W1.4 x W1.4 W/ 9" BEND @BOTTOM WWF OR FIBERMESH 1 VARIES i �8" MIN � A' e I I � PAVERS, SEE ARCH /00 W/ THICkEI3ED EDGE PER PIAN // �4" QW/ Z 4+ —. - a' - - - a �- • --� '28" MAX /.\// /\\/\\/ • /\\/\\//\\/ O ��+-'�-' I X /61\-, PEX X�i/;:.%\N\'/,1, VAPOR BARRIER -/ i�i,1'� v, 4 6" OPT. EXTENSION IN BRICK I \�/``\'\ /\\\ �\\ STEMWALL BEYOND AND �/ �' // CONCRETE %\��/�\// �//�/\ � � O STRUCTURAL ENGINEERING I LOCATIONS ON FND PLAN / �/ FTG, SEE PLAN � 12" UNDER 1 STORY WALL f� 'i WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO.4 OR NO. 5 %//� l • • \��\\ / /\\\ \\! \\\/\ U LL ` � Q.E......... BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL �, / GABA/GE ENTRY CMU STEMWALL SECTION U) (� WITH (3)#4 OR (2)#5 CONT Q %.\ No 58544 •' V ,? 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK * :• * = 5 GARAGE EXT WALL CURB SECTION IF GROUND ADJACENT TO FTG SLOPES DOWN �.� FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES IiiGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. O O * �'•, AT OF :411 CV AWAY FROM STEEPER THAN i AND STRUCTURE 2. SCREW_ IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. `• V-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. _ U W �� OF EOR TO PREVEN T EROSION OF SOIL. FOUNDATION PL N 1/4 = " 1' 0" I-_ 2. USE STEMWALL FOOTING -- OFFICE COP X Q_ Q JEFFREY P. ARNESON, P.E. P.E. No. 58544 nF_11_9n1R 1/2"0-1/2" 1.8E PT GLULAM CORNER POST 5-1/2"x5-1/2" 1.8E PT GLULAM CORNER POST ) 2x10-1/2 FIRST LEVEL STRUctURAL FRAMING PLAN 1/4111 = 1 ' O" PLAN NOTES NO IES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. 2x8 #2 LEDGER W/ PAIN (4) 10d NAIL @ MAX 16" O.C. (EVERY WALL STUD) 2. CONVENTIONAL FRAMING NOTES • SEE "OVERFRAMING NOTES" ON ROOF FRAMING PLAN FOR SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. • ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. • ALL UNSPECIFIED RIDGES ARE CONSIDERED NON STRUICTURAL RIDGE BOARDS AND DO NOT RF_C.IU!RE SUPPOR TING ST UDS OR UPLIFT CONNECTORS. • ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN SUPPORTED RAFTERS. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RATER TO RAF-rER INHERE APPLICABLE W/ MW (6) 10d • REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: RAFTERS 2x6 RAFTERS: (1) H2.5 r TO TOP PLATE, (6) 12d COMMON TOENAILS TO RIDGEA/ALLEY. 2x8 RAFTERS: (1) H2.5T TO TOP PLATE, (8) 1 2d COMMON TOENAILS TO RIDGE/VALLEY. 2x10 RAFTERS: (1) H2.5T TO TOP PLATE, (10) 12d COMMON TOENAILS TO RIDGE/VALLEY. CEILING JOISTS 2x JOIST: (3) 10d COMMON TOENAILS TO TOP PLT/RAFTERS. TJI CLG. JOIST_: (3) 10d COMMON OENAILS TO TOP PLATE/RAFTERS. O CD N L0 r N GO Q N N N M e! LL LLI J _J Z 0 Y U N C.) LLI D U) F- ry 0 U Y Q Z J f— E— CO r` h - d' Z W U) W Z U5 M CY_ LLI W Z U) Z Uj d� CY 0 J LL Z 0 fq- 1 0 a. 0 U 0 F7 J U- C) Z, 0I 0 J 0 Z I U LL! W ! Q m LLI >Z 7 0 LL 2 Q Z co D _0 L LL x O Z 2 w W Ix Q. D Q] N O O W L d Z LL W (j) 0 0 Z F Ij C) W -i ff Q W y Z O Q fX Q] W L WL'. �'w0o �UIC� O O H Z C P w J m Z H D zU 11 �-<0 IwwwI-�ww wE�Dwf-IIwOZU I Q F O F- W D z W X O F O 0 OW w Q i D W U Q L9< (i p°zw0<2W Z Q x w D_ O F O- T y O Z fyZO WWF-ZQF-Wtn_(CL7 U_ 2 L W�Q�W�F-EU]� wW . z W W a S z z, j F- z WF- z I Z Q O-_ I U D 0 q w D Ww - J ILI i4az3��Q w Z W W] 61 W 4 F i) = Q O U w Q F a w Q F F I7 -C: ,1zwD ZU<:- U(z❑I WOZQ r0l-z�NL w40�]Fx-ZUU SHEET NO.. ST -3 STRUCTURAL FRAMING PLAN JOB NO.: 2018.3439 SUBDIVISION. 535 Beach Avenue LOT NO. FLOOR PLAN: Sherman Residence DESIGNED: AEG REVIEWED: JPA REVISIONS I DATE APEX STRUCTURAL ENGINEERING JEFFREY P. ARNESON, P.E. P.E. No. 58544 06-11-2018 .� EY P R R ♦ N�. ��r FP � � ,.��G E N 5�.. SU `♦ No X8544 E OF : 141 441 O R v �NAfill `yE,�+` JEFFREY P. ARNESON, P.E. P.E. No. 58544 06-11-2018 p, 1. FLASHING & WATERPROOFING ARE OUTSIDE OF STRUCTURAL ENGINEERS SCOPE & SHALL BE DESIGNED & SUPPLIED BY BUILDER 2. BUILDER TO SUBMIT SHOP DRAWINGS OF PROPOSED HANDRAIL CONSTRUCTION FOR APPROVAL BY EOR PRIOR TO CONSTRUCTION & INSPECTION. 29' HUCQ5.21/9 HANGER + HUCQ5.25/9 I IANGER + (2) y" x 6" 3ALVANIZED (2) 4" x 6" GALVANIZED PLAN REVIEW FIRST LEVEL ROOF FRAMING PLAN 1/411= 1'0" PLAN NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. 2x8 #2 LEDGER W/ MIN (4) 10d NAIL @ MAX 16" O.C. (EVERY WALL STUD) 2. CONVENTIONAL FRAMING NOTES • SEE "OVERFRAMING NOTES" ON ROOF FRAMING PLAN FOR SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. • ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. • ALL UNSPECIFIED RIDGES ARE CONSIDERED NON STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE SUPPORTING STUDS OR UPLIFT CONNECTORS. • ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN SUPPORTED RAFTERS. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RATER TO RAFTER WHERE APPLICABLE W/ MIN (6) 10d • REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: PLAN REVIEW RAFTERS 2x6 RAFTERS: (1) H2.5T TO TOP PLATE, (6) 12d COMMON TOENAILS TO RIDGENALLEY. 2x8 RAFTERS: (1) H2.5T TO TOP PLATE, (8) 12d COMMON TOENAILS TO RIDGENALLEY. 2x10 RAFTERS: (1) H2.5T TO TOP PLATE, (10) 12d COMMON TOENAILS TO RIDGENALLEY, CEILING JOISTS 2x JOIST: (3) 10d COMMON TOENAILS TO TOP PLT/RAFTERS. TJI CLG. JOIST: (3) 10d COMMON TOENAILS TO TOP PLATE/RAFTERS. 3. 2x12 PT #2 SYP LEDGER INSTALLED OVER EXTERIOR OSB W/ MIN (4) -s" x 4-1/2" GALVANIZED LAG SCREW AT EACH FLOOR TRUSS. (OPTIONAL (2) 8" GALVANIZED THRU BOLT AND WASHERS @ EACH FLOOR TRUSS) d o.. OFFICE COP' REVISION BP# gtS_--02 3 3 DATE_k ,V _/ /,C— SIGNED p 4 2018 C O O O N Ln N xW O O i N N N M J LL W J J ■ � O U) Y U Q N O It W 7) W f— Z) O U Y Q I1 Z Q H Z) U) Ln Nt X 0 Z W w Q p D Z U N QW U N w Y pF W w W D Ln Ul D0� 1-Z J 0 � zwJJQ1JZZ0 O Q�WWDWL -UmQ�U W W a > OU1W WD -0 Z oawo www0wUUJ w U) p 0 m IL z F } w z F 0 I IL W Qa0Q0w WWU) w W O U Z Q z a Q a a I- F ff Z W W � oFzazLi z ,�1 O w 0 Q 0] (Zw W - p0 D w L9 Q(X U U Z W W Z N 0 Q F W zZ Q x w 00 0- I� 0 Z W �_ow x FZQFw(JJ— W X Q U_ a W W W 1EQxw�I-0UD W W W Z Z I Y z Q p a 0 0 Q w 0 W Z W�oQmZ�aQFz3�FQ W Z - WD w w < F-0 w_ 0 0 W 0 i x W U- I= F I Z V 0 z w � U W FQ of Z U Q- U x 0 I W U Z Q O w z Q F J F I z 0 O �UF _3N a-U)40CY)F _0L1 J LL z SHEET NO.: 0 ST -3A oROOF FRAMING D- PLAN ry Q JOB NO.: Q 2018.3439 SUBDIVISION: o 536 Beach Avenue J U- - - Q U LOT NO.: Z -- FLOOR PLAN: 0 Sherman ResidencE J O Z DESIGNED: w AEG I— REVIEWED: w JPA IZ Q REVISIONS DATE PLAN REVIEW 07/22/18 } m W Z O w Q Z W . APEX O STRUCTURAL ENGINEERING H F-- ``it►III11//!II U `N% �� (, P LLC'E'N • FS �'. • No 58544 2 C� ,t - CC U : O'. STATE OF Z ,�'• W ' X LU W JE FRE P. ARNESON, P.E. Q P.E. No. 58544 07-22-2018 X a �< L � WOOD lX ao BRACKET p, 1. FLASHING & WATERPROOFING ARE OUTSIDE OF STRUCTURAL ENGINEERS SCOPE & SHALL BE DESIGNED & SUPPLIED BY BUILDER 2. BUILDER TO SUBMIT SHOP DRAWINGS OF PROPOSED HANDRAIL CONSTRUCTION FOR APPROVAL BY EOR PRIOR TO CONSTRUCTION & INSPECTION. 29' HUCQ5.21/9 HANGER + HUCQ5.25/9 I IANGER + (2) y" x 6" 3ALVANIZED (2) 4" x 6" GALVANIZED PLAN REVIEW FIRST LEVEL ROOF FRAMING PLAN 1/411= 1'0" PLAN NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. 2x8 #2 LEDGER W/ MIN (4) 10d NAIL @ MAX 16" O.C. (EVERY WALL STUD) 2. CONVENTIONAL FRAMING NOTES • SEE "OVERFRAMING NOTES" ON ROOF FRAMING PLAN FOR SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. • ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. • ALL UNSPECIFIED RIDGES ARE CONSIDERED NON STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE SUPPORTING STUDS OR UPLIFT CONNECTORS. • ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN SUPPORTED RAFTERS. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RATER TO RAFTER WHERE APPLICABLE W/ MIN (6) 10d • REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: PLAN REVIEW RAFTERS 2x6 RAFTERS: (1) H2.5T TO TOP PLATE, (6) 12d COMMON TOENAILS TO RIDGENALLEY. 2x8 RAFTERS: (1) H2.5T TO TOP PLATE, (8) 12d COMMON TOENAILS TO RIDGENALLEY. 2x10 RAFTERS: (1) H2.5T TO TOP PLATE, (10) 12d COMMON TOENAILS TO RIDGENALLEY, CEILING JOISTS 2x JOIST: (3) 10d COMMON TOENAILS TO TOP PLT/RAFTERS. TJI CLG. JOIST: (3) 10d COMMON TOENAILS TO TOP PLATE/RAFTERS. 3. 2x12 PT #2 SYP LEDGER INSTALLED OVER EXTERIOR OSB W/ MIN (4) -s" x 4-1/2" GALVANIZED LAG SCREW AT EACH FLOOR TRUSS. (OPTIONAL (2) 8" GALVANIZED THRU BOLT AND WASHERS @ EACH FLOOR TRUSS) d o.. OFFICE COP' REVISION BP# gtS_--02 3 3 DATE_k ,V _/ /,C— SIGNED p 4 2018 C O O O N Ln N xW O O i N N N M J LL W J J ■ � O U) Y U Q N O It W 7) W f— Z) O U Y Q I1 Z Q H Z) U) Ln Nt X 0 Z W w Q p D Z U N QW U N w Y pF W w W D Ln Ul D0� 1-Z J 0 � zwJJQ1JZZ0 O Q�WWDWL -UmQ�U W W a > OU1W WD -0 Z oawo www0wUUJ w U) p 0 m IL z F } w z F 0 I IL W Qa0Q0w WWU) w W O U Z Q z a Q a a I- F ff Z W W � oFzazLi z ,�1 O w 0 Q 0] (Zw W - p0 D w L9 Q(X U U Z W W Z N 0 Q F W zZ Q x w 00 0- I� 0 Z W �_ow x FZQFw(JJ— W X Q U_ a W W W 1EQxw�I-0UD W W W Z Z I Y z Q p a 0 0 Q w 0 W Z W�oQmZ�aQFz3�FQ W Z - WD w w < F-0 w_ 0 0 W 0 i x W U- I= F I Z V 0 z w � U W FQ of Z U Q- U x 0 I W U Z Q O w z Q F J F I z 0 O �UF _3N a-U)40CY)F _0L1 J LL z SHEET NO.: 0 ST -3A oROOF FRAMING D- PLAN ry Q JOB NO.: Q 2018.3439 SUBDIVISION: o 536 Beach Avenue J U- - - Q U LOT NO.: Z -- FLOOR PLAN: 0 Sherman ResidencE J O Z DESIGNED: w AEG I— REVIEWED: w JPA IZ Q REVISIONS DATE PLAN REVIEW 07/22/18 } m W Z O w Q Z W . APEX O STRUCTURAL ENGINEERING H F-- ``it►III11//!II U `N% �� (, P LLC'E'N • FS �'. • No 58544 2 C� ,t - CC U : O'. STATE OF Z ,�'• W ' X LU W JE FRE P. ARNESON, P.E. Q P.E. No. 58544 07-22-2018 WSP HDR -0/2 2x6 TALL WALL LL OW Q DTT2Z o 2 STUDS p o z DTT2Z 16J II II I I (1) 2x10-1/3 Uj SII - 2 STUDS LLO LLI - CS18 af II O ON PLAN REVIEW NOTE 3 1 MSTA24 NOTE 1 CS18 WSP HDR -0/2 MSTA24. II I I LOU`ll II (1)2x10-1/2 (2) 2x10 -NOTE 2 O LL II II 0011 (2) 2x10-2/2 2 STUDS STUDS O o CS18 C518 LL w I 00 II , Q� II ) >� II II II I I (1) 2x10-1/3 Uj SII - 2 STUDS LLO LLI - CS18 af II O ON 0II I I U? I I I N WSP HDR -0/2 MSTA24. II I I LOU`ll II (1)2x10-1/2 SII O LL II II 0011 II � I II NOTE 1 II II 11 I I ROOF GIRDER I I I I I I I I I I N (1)2x10-1/2 JEFFREY P. ARNESON, P.E. -I I�,,,,,,,,,:...____.._........._....,,„,.__.__.._..,...._.......,,,. (3) 2X1 2 CONTINUOUS .- P2 ST -6 'SPECIAL FRAMING” PORTAL FRAME ***NOTE TO FRAMER*** DO NOT FLITCH BETWEEN PLIES OF (3) 2x12 HEADER, FUR OUT AT INTERIOR FACE OF WALL. NO ALTERNATIVE AVAILABLE. SECOND LEVEL STRbCTURAL FRAMING PLAN 4x4 NO.2 SYP PT POST, (3) TOTAL SEE "TYP PORCH SHEATHING DETAIL", ST -6 N W F O Z 0 X N A. PLAN REVIEW w F- O 0 X N N (2) 2x1 PLAN REVIEW NOTE 1/411= 1'011 PLAN NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PORCH BEAM FRAMING NOTES A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV NOTCH TOP OF BEAM 3" FOR BEAM PKT CONNECTION AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. Ll C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR O ON O 58544 � PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, U? MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS20 OR N MSTA24. 00 T OF •QJ D. BEAM ATTACHED TO EXISTING FRAMING O O 10 P .••��: ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK O STUDS W/ SIMPSON HUC HANGER MATCHING PORCH BEAM I x DIMENSIONS. N W N a- Q JEFFREY P. ARNESON, P.E. N P.E. No. 58544 M 2. (2) AND (3) PLY BEAMS: ATTACH PLIES W/ (3) ROWS 12d COMMON @ 12" O.C. STAGGERED LL W 3. FLOOR -TO -FLOOR CONTINUOUS UPLIFT LOAD PATH REQUIRED DUE TO J LONG SPAN TRUSS: SIMPSON CS18 STRAP @ HEADER STUDS AND AT MAX 32" O.C. W/ MIN i (5) NAILS IN UPPER AND LOWER LEVEL STUDS z z O U) LO > X p z 10 t` aw 4 ,0 a ui Q 0 U 0 W w 4 Z L() NO0� 1-CjC3 0Uo� r` 4>-ap ?omaEazw❑ O ��> o,n �❑�N�p ww 0 w w w w U) oDMI ZaL >-wz�o (n ZIOarwwFuw)U) w W 4aP4[�NIWWU) w� W F O U z F H 0 4 o a o P H a z w < o Q Z H z w w Z w X O p Cwa af 0 W w p Q I w I m [14IL3L)ZWWzM042w z Q X w o o F- O- I ❑ Z W (IaWxQz�Q�❑`-`�0 W w� Q a w I E L):1 N w W . Z z I> z Q 0 z a 0 0 Q W 0 W ww0Fmwo<Ew31HQ �0 17W L9 N 4w i - Q I H I Z I Y 7 z w 6 p F F l H z U 4 U 0 I w 0 Z Q Owz� 4F WH Iz0.j �Ui-_3NILU740M _UU J U_ Z SHEET NO.: o ST -4 f— STRUCTURAL 0- FRAMING PLAN Q JOB NO.: 2018.3439 Q SUBDIVISION: 0 536 Beach Avenue U_ V LOT NO.: z - - FLOOR PLAN: O Sherman Residence J O Z DESIGNED: 0 AEG W I— REVIEWED: LU JPA a OFFICE COPY <REVISIONS DATE PLAN REVIEW 07/22/18 m UJI "snow O W Q z co .) APEX REVISIONO STRUCTURAL ENGINEERING SPO C DATE SIGNED LLL tiF ' SI / F m -- U N AUG 2 4 2018 — k � O 58544 � C= -o T OF •QJ 2 ��T� O 10 P .••��: LLI x W a- Q JEFFREY P. ARNESON, P.E. P.E. No. 58544 07-22-2018 Q� 2x8 NO.2 SYP PT LEDGER, SEE NOTE 1 CONVENTIONALLY — FRAMED ROOF RAFTERS SEE NOTE 2 N M IT Lr) F— F— 1— F— I— v oJ 2x8 NO.2 SYP PT LEDGER, O SEE NOTE 1 r - 0O � ryc% CONVENTIONALLY 2x8 NO 2 SYP FRAMED ROOF RAFTERS SEE NOTE 2 PT LEDGER, SEE NOTE 1 CONVENTIONALLY FRAMED ROOF RAFTERS SEE NOTE 2 I- - 314" -1 PLAN NOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. 2x8 #2 LEDGER W/ MIN (4) 10d NAIL @ MAX 16" O.C. (EVERY WALL STUD) 2. CONVENTIONAL FRAMING NOTES • SEE "OVERFRAMING NOTES" ON ROOF FRAMING PLAN FOR SPAN CHARTS AND ADDIT'.ONAL NOTES. SPAN CHARTS MAY BE USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. • ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. • ALL UNSPECIFIED RIDGES ARE CONSIDERED NON STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE SUPPORTING STUDS OR UPLIFT CONNECTORS. • ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN SUPPORTED RAFTERS. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RATER TO RAFTER WHERE APPLICABLE W/ MIN (6) 10d • REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS: RAFTERS-"-------------_--------------------__ 2x6 RAFTERS: (1) 112,5T TO TOP PLATE, (6) 12d COMMON TOENAILS TO RIDGEiVALLEY. 2x8 R.AFTERS: (1) 112,5T TO TOP PLATE. (8) 12d COMMON TOENAILS TO RIDGENALLEY. 2x10 RAFTERS_: (1) H2.5T TO TOP PLATE, (10) 12d COMMON TOENAILS TO RIDGE/VALLEY. CEILING JOISTS 2x JOIST: (3) 10d COMMON TOENAILS TO TOP PLT/RAFTERS. TJI CLG. JOIST: (3) 10d COMMON TOENAILS TO TOP PLATE/RAFTERS. SECOND LEVEL RO F FRAMING PLAN 1/411 = 1' 011 - OFFICE COPY "" OSB OR PLYVfOOD ROOF DECK W/ 8d RINI SHANK @ 6' O.C. WALL SHEATHING TO TOP PLATE W/ 8d % COMMON, SPACING PER TABLE 2 ST -1. %4" BETWEEN TOF OF WOOD PANEL ----- - AND CENTER OF FASTENERS. SIMPSON - H10 f PROPERLY WIND LOAD RAT -D SOFFIT �rIATERWI ff CONTINUOUS @ PERIMETER. SEE TABLE 1: COMPONENT_ SIMPSON ----/ I AND CLADDING DESIGN _PR SSURES ON SHEET ST -1. SDWC15600 @ MAX 32" O.C. i 2x4 OR 2x6 #2 SPF @ MAX 6" O.C. PER PLAN TYPICAL WALL SECTION (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) BOTTOM PLATE Tq RIBBON BOARD W/ 10d @ 6r'O.C. \ WALL SHEATHINC TO �. BOTTOM PLATE / 8d COMMON @ 3" O.C. WALL SHEATHING TO TOP PLATE W/ 8d COMMON @ 3" O... -- -- 2x4 OR 2x6 #2 SPf @ MAX 16" O.C. PER PLAN TYPICAL WALL SECTION I MIN Y2Ydx I6"TITEN HD ! OR HILTI KWIK HUS -EZ EACH SIDE OF DOOR O ENINGS • MAX 48" O.C. MIN (2) PER PLATE SEG VENT I I / • W/IN 12" OF END OF PU kTE SEGMENT WALL SHEATHING TO PT Sit L PLATE WITH 8d COMMON, SPACING PER TABLE 2, ST -1 -1" BETWEEN BOTTOM OF P NEL -_A_ � AND CENTER OF FASTENS S. MINIMUM a" / MAX %" GAP B TWEEN c BOTTOM OF PANEL AND TO OF SLAB. r / r 17 TYPICAL WALL SECTION TYPICAL WALL SECTION NOTES: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS EEDED. 2. ALL INTERIOR LOAD BEARING WALLS TO BE 2x SPF @ MAX 16" O.C., UNO 3. 1 ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACITIE 3. 4. FLOOR -TO -FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. 5. SEE PLAN FOR ADDITIONAL NON -TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS. 6. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REOUiRED AT CRIPPLES BELOW WINDOW SILL BLOCK JACK/KING GROUP TOP PLATE TO JACK/KING GROUP: (1) SDWC15600 SCREW AT OPENINGS 6' O LESS. SEE PLAN OTHERWISE TRUSS OVER HEADER: TOP PLATE TO HEADER W1 SIMPSCN SDW015600 @ MAX 32." O.C. (SEE HEADER FRAMING NOTES ON SHEET ST -1 FOR ALTERNATES) HEADER FRAMING i RUSSES PARALLEL TO WALL: 2x4 SPF (MIN) NAILER FASTENED H10 TO DBL TOP PLT W/ 10d @ 3" O.C. TRUSS PERPENDICULAR TO WALL: 2x4 SPF (MIN) BLOCKING BETWEEN EACH TRUSS. FASTEN TO DBL TOP PLT W10d @ 4" O.C. TYPICAL EXTERIO . WALL OPT. 2x LEDGER, ATTACH MIN 16" OSB W/ 8d COMMON i NAIL @ 6" O.C. FINISH AND TRIM WORK BY I/ -- ONLY _AS_NOTED N P_L_AN:. WEATHER STRIPPING/STOP 1-1/2" MIN. 18 GA..4ETA.L GARAGE DOOR -X-/ STRAP @ MAX 32' O.C. W. MIN i (5) NAILS IN UPPE ,. AND I f Ir Ep r D i_T�v._r 3 s ; i i(J DFI _ i. BOTTOM PLATE Tq RIBBON BOARD W/ 10d @ 6r'O.C. \ WALL SHEATHINC TO �. BOTTOM PLATE / 8d COMMON @ 3" O.C. WALL SHEATHING TO TOP PLATE W/ 8d COMMON @ 3" O... -- -- 2x4 OR 2x6 #2 SPf @ MAX 16" O.C. PER PLAN TYPICAL WALL SECTION I MIN Y2Ydx I6"TITEN HD ! OR HILTI KWIK HUS -EZ EACH SIDE OF DOOR O ENINGS • MAX 48" O.C. MIN (2) PER PLATE SEG VENT I I / • W/IN 12" OF END OF PU kTE SEGMENT WALL SHEATHING TO PT Sit L PLATE WITH 8d COMMON, SPACING PER TABLE 2, ST -1 -1" BETWEEN BOTTOM OF P NEL -_A_ � AND CENTER OF FASTENS S. MINIMUM a" / MAX %" GAP B TWEEN c BOTTOM OF PANEL AND TO OF SLAB. r / r 17 TYPICAL WALL SECTION TYPICAL WALL SECTION NOTES: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO.2 SYP FASTENED W/(2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS EEDED. 2. ALL INTERIOR LOAD BEARING WALLS TO BE 2x SPF @ MAX 16" O.C., UNO 3. 1 ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACITIE 3. 4. FLOOR -TO -FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. 5. SEE PLAN FOR ADDITIONAL NON -TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS. 6. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REOUiRED AT CRIPPLES BELOW WINDOW SILL BLOCK JACK/KING GROUP TOP PLATE TO JACK/KING GROUP: (1) SDWC15600 SCREW AT OPENINGS 6' O LESS. SEE PLAN OTHERWISE TRUSS OVER HEADER: TOP PLATE TO HEADER W1 SIMPSCN SDW015600 @ MAX 32." O.C. (SEE HEADER FRAMING NOTES ON SHEET ST -1 FOR ALTERNATES) HEADER FRAMING i RUSSES PARALLEL TO WALL: 2x4 SPF (MIN) NAILER FASTENED H10 TO DBL TOP PLT W/ 10d @ 3" O.C. TRUSS PERPENDICULAR TO WALL: 2x4 SPF (MIN) BLOCKING BETWEEN EACH TRUSS. FASTEN TO DBL TOP PLT W10d @ 4" O.C. TYPICAL EXTERIO . WALL OPT. 2x LEDGER, ATTACH KING AND JACK STUDS J" x 12" LONG CONCEALED TO FLOOR TRUSS TOP SCAB BRACE FASTENED TO FINISH AND TRIM WORK BY CHORD W/ 10d @ 6" O.C. I � ; BUILDER CONNECTOR W/2 -� x 3-1/2" () WEATHER STRIPPING/STOP NO LEU OF SPECIFIED DECK SCREWS FOR GARAGE DOOR -X-/ V n� DOOR SUPPLIER MAY SPECIFY A i -------------- GABLE FLOOR DOOR TRACK DIRECTLY TO THE KING AND I (2)2x4' TRUSS BY OTHERS GARAGE DOOR JAMB DETAIL WITHOUT BUCK 2x4 NO.2 SYP DIAGONAL BRACE @ 48" 7- 2x4 (1)2x6 wgl J w O.C. DIAGONAL BRACE TO FLOOR 2 ROWS TRUSS OR DBL TOP PLATE W! (3)10d CARRIAGE BOLT W/ (2)2x4' TOE -NAILS AT EACH END. 2" i ROW TYPICAL EXTERIOR WALL WASHER (1)2x8 - - PARALLEL FLOOR TRUSS II 2 ROWS ALTERNATE SECTIONS AT FLOG GALVANIZED STEEL PLATE (2) ROWS Y"x32" SDS SCREWS @ 12" O.C., STAGGERED 2x8 BLOCKING BETWEEN STUDS/FLOOR JOISTS ADJACENT TO LEDGER (2) 2x8 BLOCKING BETWEEN WALL STUDS @ BRACKET LOCATIONS NO.2 SYP PT )F LEDGER -H2.5T 2x8 BEAM J" x 6" LONG LAG SCREW BRACKETS TO DBL BLOCKING W/ YZ"x " LONG LAG BOLTS AS SHOWN D SHED ROOF DETAIL 2x WALL FRAMING ROOF DECK ROOFTRUSS OR RAFTER 2x4 SPF (MIN) BLOCKING BETWEEN EACH TRUSS. FASTENTO BEAM w/ 10d @ 410.C. TRUSS TO PORCH BEAM w/ SDWC15600 Us" OR THICKER CDX OR OSB FASTENED TO TRUSSES,RAFTERS OR BLOCKING W/8d COMMONS @ 3" EDGE, 12" FIELD. WOOD STRI SHEATHING TYPICAL PORCH SHEATHING D THIS DET AIL IS REQUIRED AT ALL COVERED P( UNLESS NOTED OTHERWISE. IJ PORCH BEAM PORCH BEAM TO POST: POST TO SLAB: ABU POST BASE ANCHOR OR DTT2Z 2x6 SYP GOAL POST KING AND JACK STUDS J" x 12" LONG CONCEALED PER ENGINEERING SCAB BRACE FASTENED TO FINISH AND TRIM WORK BY (2) ROWS OF 3'%" GALV BUILDER CONNECTOR W/2 -� x 3-1/2" () WEATHER STRIPPING/STOP NO LEU OF SPECIFIED DECK SCREWS FOR GARAGE DOOR -X-/ ---7 DOOR SUPPLIER MAY SPECIFY A i -------------- WRITTEN SPECIFICATIONS 2x6 SYP GOAL POST II WEB MEMBER 11 J" x 12" LONG CONCEALED ATTACHED TO STUDS W/ SCAB BRACE FASTENED TO GALVANIZED STEEL PLATE (2) ROWS OF 3'%" GALV SCAB CONNECTOR W/2 -� x 3-1/2" () DECK SCREWS @ 12" O.C. NO LEU OF SPECIFIED DECK SCREWS FOR w� > _ GOAL POST ATTACHMENT, THE GARAGE GARAGE DOOR TRACK DOOR SUPPLIER MAY SPECIFY A ATTACHED PER MANUF. FASTENING PATTERN OF THE GARAGE WRITTEN SPECIFICATIONS DOOR TRACK DIRECTLY TO THE KING AND I (2)2x4' JACK STUDS, THROUGH THE GOAL POST. GARAGE DOOR JAMB DETAIL WITHOUT BUCK (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. it II II II CONTINUOUS LATERAL RESTRAINT (CLR). QUANTITY AND LOCATION DEFINED BY TRUSS SHOP DRAWING. APPLIED TO EITHER SIDE OF WEBS IF LATERAL RESTRAINT MUST BE MADE OF MORE THAN ONE PIECE, DO SO WITH OVERLAPPING BRACES LIKE THIS (TYP EVEPYWl,ERE� II II I I TRUSSES NEEDING BRACING LATERAL BRACING - MULTIPLE TRUSSES 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO) 2. SHOULD A SCENARIO .ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN AREA 31 " x 3" LONG (UNO). 5. DESIGNED PER BCSI-B3, 2007. FASTEN STUD TO CORNER STUD GROUP W/ (2) ROWS 10d @ 6" O.C. STAGGERED. OMIT NAILS AT BOTTOM 24" OF STUD FOR STRAP INSTALLATION L II WEB MEMBER 11 J" x 12" LONG CONCEALED N 0--y SCAB BRACE FASTENED TO GALVANIZED STEEL PLATE 0 SCAB CONNECTOR W/2 -� x 3-1/2" () CARRIAGE BOLT 1 ROW w� > _ W/ NUT AND 2" T (1)2x4 MEMBER / 3/4 3/4 2 ROWS m aw 2x6 I (2)2x4' _73 1 ROW-�----� GLULAM BEAM 2x4 (1)2x6 wgl J w cV o = 2 ROWS Z CARRIAGE BOLT W/ (2)2x4' Wa w 2" i ROW U WASHER (1)2x8 - - 2x8 II 2 ROWS U� w O zW Qm GALVANIZED STEEL PLATE (2)2x6' aL o6 " PT PLYWOOD TAPER TOP OF JOIST TO DRAIN 5-1/8" x 10-1/2" 1.8E PT GLULAM BEAM (___X STRUCTURAL WOOD BRACKET �-6 BOTTOM PLATE TO BEAM W/ (2) ROWS 10d @ 3" O.C., STAGGERED T -BRACE FASTENED TO WEB W/ 10d AT 6" O.C. L -BRACE FASTENED TO WEB W/ 10d AT 6" O.C. '� CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE II WEB MEMBER 11 J" x 12" LONG CONCEALED SIZE SCAB BRACE FASTENED TO GALVANIZED STEEL PLATE (2) 8' GALVANIZED SCAB CONNECTOR W/2 -� x 3-1/2" () CARRIAGE BOLT 1 ROW t6 �i LONG LAG SCREW IN EACH W/ NUT AND 2" T (1)2x4 MEMBER / ROUND WASHER 2 ROWS 2x6 I (2)2x4' 5-1/8" x 11-1/4" 1.8E PT 1 ROW-�----� GLULAM BEAM 2x4 (1)2x6 5-1/2" x 3-1/2" 1.8E 8" GALVANIZED 2 ROWS PT GLULAM CARRIAGE BOLT W/ (2)2x4' 2x8 NUT AND 2" ROUND i ROW WASHER (1)2x8 - - 2x8 (___X STRUCTURAL WOOD BRACKET �-6 BOTTOM PLATE TO BEAM W/ (2) ROWS 10d @ 3" O.C., STAGGERED T -BRACE FASTENED TO WEB W/ 10d AT 6" O.C. L -BRACE FASTENED TO WEB W/ 10d AT 6" O.C. '� CONTINUOUS LATERAL RESTRAINT WEB BRACE SUBSTITUTE II WEB MEMBER 11 SPECIFIED ALTERNATE BRACING' SIZE SCAB BRACE FASTENED TO CLR T OR L SCAB f 2x4 SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 1 ROW 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND 4 T (1)2x4 12x4 2 ROWS 2x6 I (2)2x4' ir2x6------ 1 ROW-�----� 2x4 (1)2x6 2x6 2 ROWS j 2x6 (2)2x4' 2x8 i ROW ( 2x6 (1)2x8 - - 2x8 II 2 ROWS 12x6 (2)2x6' SINGLE TRUSS BRACING 2 JACK STUDS, 1 KING STUD 3 JACK STUDS (2) MST A36 OR CS 18 FASTEN SHEATHING TO FRAMING PORTAL_ PLAN VIEW MEMBERS W/ 8d COMMON @ 3" O.C. AS SHOWN (TYPICAL FOR EACH END OF PORTAL FRAME. NOT TO SCALE) NO PANEL SPLICES CLCV/AIIVIN VItVN (TYPICAL FOR EACH END OF PORTAL FRAME) HEADrft TO BE CONTINUOUS_ TO KING STUD N1 NO FLITCH PLATE !; FASTEN SHEATHING W/ 8d COMMON GRID PATTERN @ 3" O.C. EACI i WAY, AS SHOWN SHEAR PANEL TOP PLT TO HEADER V41(2) ROWS 10d COMMON @ 3" O.C. STAGGERED JACK TO HEADER WITH (2) MSTA24, (4) TOTAL- AS SHOWN 2x BLOCKING AT PANEL SPLICE FOR EDGE NAILING, EDGE NAIL SHEATHING AT BLOCKING FASTEN ALL MULTI -PLY STUD GROUPS W/ (2) ROWS 10d COMMON @ 8" O.C., STAGGERED (2) SIMPSON MSTA36 OR CS18, (4) TOTAL @ EACH PORTAL END AS SHOWN • FASTEN SHEATHING TO FRAMING MEMBERS W/ 8d COMMON @ 3" O.C., AS SHOWN • FASTEN SHEATHING W/ 8d. COMMON GRID PATTERN @ 3" O.C. EACH WAY, AS SHOWN • FASTEN REMAINING SHEATHING W/ 8d COMMON @ 3" O.C. EDGE, 12" O.C. FIELD P� PORTAL FRAME DETAIL C O o O N Ln N xCR C> O O d' N N N M J LL W Z O f/? Y Q N O W F- W 0 Y 0- z Z 0 F- D W It x cLO i WW Z 10 IL Q ❑ Q� O❑ ❑WU.4Z LL w LO En 00? hZ0InDwUNC J>ao ZwjJEJZzo Qh Ww -0M<a4 JwLL O W WM> 0MWW❑Ntn�O Z oaW❑ WwJOW -On! fA M a> w w h Wu] m O Z 0 W ZIh_ ❑Iww(nhNLL, W I- D U Z QZh0jXaF HttZ W Q1L Q h Z h a-, Z W L, Z 4 X 0 I 0 0 0Ww� 0wJOQM m 19 Q W ti Z W w z N O Q I w rx z z Q K lw 0 o h 0- I W❑ z W a -0W I-ZQF-wU]-DC7 W X Q U M IL W WXQIYw2hOUD❑ 'WW Z ?ZQpza�0I>-�0Qwz�p wQZ�:FiWmNQz? W IOL�nW�9Wc7IT11-w�:1WOQ F-IZPZDVWF- Z U Q- ClU a O I W 0 Z Q OL Z P7 Uhl Q Otrl h ? (� U LL Z SHEET NO.: ° ST -5 oTYPICAL WALL SECTION O JOB NO.: 2018.3439 SUBDIVISION: EE o 536 Beach Avenue Q -- LOT NO.: z -- FLOOR PLAN: o Sherman ResidencE O Z DESIGNED: r AEG W F- REVIEWED: w JPA d REVISIONS IATE E37 D W z O W Q Z cri A D PEX _O STRUCTURAL ENGINEERING f- F - U ttttt►ii�i�� cr k; � � G•E.N S F - 00 1 No 58544 0'*- -j ' cr O'. a AT OF ;'� Z cl W i i�u�ttttt` ?- X W M JEFFREY P. ARNESON, P.E. Q P.E. No. 58544 06-11-2018 1. INDIVIDUAL. WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T -BRACING, L -BRACING, OR 'IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. PERMANENT WEB BRACING 2 JACK STUDS, 1 KING STUD 3 JACK STUDS (2) MST A36 OR CS 18 FASTEN SHEATHING TO FRAMING PORTAL_ PLAN VIEW MEMBERS W/ 8d COMMON @ 3" O.C. AS SHOWN (TYPICAL FOR EACH END OF PORTAL FRAME. NOT TO SCALE) NO PANEL SPLICES CLCV/AIIVIN VItVN (TYPICAL FOR EACH END OF PORTAL FRAME) HEADrft TO BE CONTINUOUS_ TO KING STUD N1 NO FLITCH PLATE !; FASTEN SHEATHING W/ 8d COMMON GRID PATTERN @ 3" O.C. EACI i WAY, AS SHOWN SHEAR PANEL TOP PLT TO HEADER V41(2) ROWS 10d COMMON @ 3" O.C. STAGGERED JACK TO HEADER WITH (2) MSTA24, (4) TOTAL- AS SHOWN 2x BLOCKING AT PANEL SPLICE FOR EDGE NAILING, EDGE NAIL SHEATHING AT BLOCKING FASTEN ALL MULTI -PLY STUD GROUPS W/ (2) ROWS 10d COMMON @ 8" O.C., STAGGERED (2) SIMPSON MSTA36 OR CS18, (4) TOTAL @ EACH PORTAL END AS SHOWN • FASTEN SHEATHING TO FRAMING MEMBERS W/ 8d COMMON @ 3" O.C., AS SHOWN • FASTEN SHEATHING W/ 8d. COMMON GRID PATTERN @ 3" O.C. EACH WAY, AS SHOWN • FASTEN REMAINING SHEATHING W/ 8d COMMON @ 3" O.C. EDGE, 12" O.C. FIELD P� PORTAL FRAME DETAIL C O o O N Ln N xCR C> O O d' N N N M J LL W Z O f/? Y Q N O W F- W 0 Y 0- z Z 0 F- D W It x cLO i WW Z 10 IL Q ❑ Q� O❑ ❑WU.4Z LL w LO En 00? hZ0InDwUNC J>ao ZwjJEJZzo Qh Ww -0M<a4 JwLL O W WM> 0MWW❑Ntn�O Z oaW❑ WwJOW -On! fA M a> w w h Wu] m O Z 0 W ZIh_ ❑Iww(nhNLL, W I- D U Z QZh0jXaF HttZ W Q1L Q h Z h a-, Z W L, Z 4 X 0 I 0 0 0Ww� 0wJOQM m 19 Q W ti Z W w z N O Q I w rx z z Q K lw 0 o h 0- I W❑ z W a -0W I-ZQF-wU]-DC7 W X Q U M IL W WXQIYw2hOUD❑ 'WW Z ?ZQpza�0I>-�0Qwz�p wQZ�:FiWmNQz? W IOL�nW�9Wc7IT11-w�:1WOQ F-IZPZDVWF- Z U Q- ClU a O I W 0 Z Q OL Z P7 Uhl Q Otrl h ? (� U LL Z SHEET NO.: ° ST -5 oTYPICAL WALL SECTION O JOB NO.: 2018.3439 SUBDIVISION: EE o 536 Beach Avenue Q -- LOT NO.: z -- FLOOR PLAN: o Sherman ResidencE O Z DESIGNED: r AEG W F- REVIEWED: w JPA d REVISIONS IATE E37 D W z O W Q Z cri A D PEX _O STRUCTURAL ENGINEERING f- F - U ttttt►ii�i�� cr k; � � G•E.N S F - 00 1 No 58544 0'*- -j ' cr O'. a AT OF ;'� Z cl W i i�u�ttttt` ?- X W M JEFFREY P. ARNESON, P.E. Q P.E. No. 58544 06-11-2018 m N N c L L 29' --------------------------------------------------------- I CONVENTIONAI�� , FRAMING BY BL R. 19'4' 7' 4"---I N 21'8 I 8 � Yy✓ N M NM Y Ln Cfl F- 00 M O M N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J01 J02 J03 J04 J04 J04 ,J04 J04 J04 J04 J03 Joz J01 BBO 8' N O O O N I M M co pLL V T LL LL LL O LL O LL O LL O O LL C L O LL O LLTIONAL rFRAMING M N Cn J 0 N � J DB Lus26 J05 BY BLDR. 4 0 0 7' 'nM Ln N J04 6' 0 0 0 0 LL LL LL CD J03 LL 1 X4,1 '8" ,7„ 7" M _ M M M M M M r M M M r` J01 N M O O O A CD CD CD N 0 W LL STAIRS 1 19'4' 7' 4"---I N 21'8 I 8 � Yy✓ N M NM Y Ln Cfl F- 00 M O M N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J01 J02 J03 J04 J04 J04 ,J04 J04 J04 J04 J03 Joz J01 1 -94" 17, 3'4"--I 29'8" BUILDER: Charlie Dixon SUBDIVISION: Off Site ADDRESS: 536 Beach Ave. MODEL: Sherman Res. DESIGNED/CHECKED: DWP TH TrueHouse O� J01 J02 ^E J03 APEX J04 J04 This drawing is not sufficient J04A alone for installation. Additional instructions J03A accompanying this drawing, including BCSI-B1, should be J02 used in conjunction with the architectural and structural 101 plans during installation. If BCSI-131 has not been shipped to the site with the components shown on this �o page, please contact Apex Technology for a free copy. CD Permanent bracing for the building, including bracing to resist wind, seismic, or other lateral forces, and permanent bracing for all structural elements, is the responsibility of the Engineer of Record for the structure or the building designer, per ANSI/TPI 1- 2014 Chapter 2. APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224- 904.821.5200 0111111111"I" •``QEY P �•, �C�. • � No 58544 rt ATE OF :i�J ` BBO T m m M N Cn J 0 N � J DB Lus26 J05 4 0 0 7' J04 6' 7' J03 J02 J01 N M O O O CD CD CD 1 -94" 17, 3'4"--I 29'8" BUILDER: Charlie Dixon SUBDIVISION: Off Site ADDRESS: 536 Beach Ave. MODEL: Sherman Res. DESIGNED/CHECKED: DWP TH TrueHouse O� J01 J02 ^E J03 APEX J04 J04 This drawing is not sufficient J04A alone for installation. Additional instructions J03A accompanying this drawing, including BCSI-B1, should be J02 used in conjunction with the architectural and structural 101 plans during installation. If BCSI-131 has not been shipped to the site with the components shown on this �o page, please contact Apex Technology for a free copy. CD Permanent bracing for the building, including bracing to resist wind, seismic, or other lateral forces, and permanent bracing for all structural elements, is the responsibility of the Engineer of Record for the structure or the building designer, per ANSI/TPI 1- 2014 Chapter 2. APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224- 904.821.5200 0111111111"I" •``QEY P �•, �C�. • � No 58544 rt ATE OF :i�J `