Loading...
1551 OCEAN BLVD RES18-02340 0 —ry 0 v c i m>�mo 0 = m m z T 0 m p- /V Z O > N .1— ry1 �10' 0S x Ot Xo 7D T .1 �mr-Zm m oD O ,_ �o o Z m> Tt I Z 0;0 LII n C7 � o- 0 0 D D `LD p / �,�o <j O v m `�.z m i L N W CN 0 M Z 16TH 40' RIGHT �OF WAY 0 O O O LOT 16 MAP SHOWING SURVEY OF LOT 9, BLOCK 63, MANDALAY AS RECORDED IN PLAT BOOK 10, PAGE 11, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. STREET PAVED PUBLIC ROAD 7" LAUREL. OAK 00 A 6" LAUREL OAK 14'* PALM X 032' LAUREL 6 OAK - — 54.9' PALM \ 7" \ CONCRETE PAL MAIL BOX 14" ® 6` L 54.9' AUREL LAUREL OOAk 6" WATER OAK 0.1: i-Ineu X THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE 'Y' (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY: PGP FILE: 2017-1678 LOT 15 14.00' 0.5' 0.4�J CONCRETE v z 14.5' M 0 19.5'\ 0 6 o O m s co m D Ln D ® pZ0 >m� 0 -' m Z) ��CO-< m D m 5 N z F 00 f M O 0.4' p 10 PALM ® C) 11.9' " 0 Z D O C D Mm �0 > m � I C m 0� PALM 12" xI C7 � o- 0 0 D D `LD p / �,�o <j O v m `�.z m i L N W CN 0 M Z 16TH 40' RIGHT �OF WAY 0 O O O LOT 16 MAP SHOWING SURVEY OF LOT 9, BLOCK 63, MANDALAY AS RECORDED IN PLAT BOOK 10, PAGE 11, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. STREET PAVED PUBLIC ROAD 7" LAUREL. OAK 00 A 6" LAUREL OAK 14'* PALM X 032' LAUREL 6 OAK - — 54.9' PALM \ 7" \ CONCRETE PAL MAIL BOX 14" ® 6` L 54.9' AUREL LAUREL OOAk 6" WATER OAK 0.1: i-Ineu X THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE 'Y' (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY: PGP FILE: 2017-1678 LOT 15 14.00' 0.5' 0.4�J CONCRETE v c� > Oo CONCRETE 4' WOOD O yh 24" FENCE OLAU'. 148.00' LOT 8 14.5' CONCRETE I tO o 19.5'\ 0 6 o N Q m 13.7' M co m D Ln 08" J pZ0 PALM �10 13.7' N -' m Z) ��CO-< ON-LINE Z^ m 5 N z 00 f M O 0.4' p 10 PALM ® C) 11.9' " 0 Z D O � F k� m� zM m c� > Oo CONCRETE 4' WOOD O yh 24" FENCE OLAU'. 148.00' LOT 8 '14Pfletvi'" Ol of _v CONCRETE BLOCK WALL 39" mi QUADRUPLE BAY w w= J .Zl Nz Z REVISE TO CHANGE TREE TYPE— JULY 6, 2018 LOT 13 ,NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREES. LOT 10 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A = 90'00'00" B = 90'00'00" C = 90'00'00" D = 90'00'00" 4. NORTH PROTRACTED FROM PLAT. 5. ---DENOTES 6' WOOD FENCE UNLESS OTHERWISE DENOTED. 6. BENCHMARK IS A NAIL AND DISK, LB3672 IN THE EAST SIDE OF A WOOD POWER POLE AT THE SOUTH-EAST PROPERTY CORNER OF RESIDENCE LOT 7 NUMBER 1456 BEACH AVENUE. ELEVATION = 13.00' NAVD 1988 DATUM. — CEIVED SCANNED Date:O- BOATWRIGHT LANG) SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 ' JUL 2 4 2018 al L_ Building Department of Atlantic Beach, FL DONN IGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: DECEMBER 5, 2017 SHEET 1 OF 1 h% 0 6 o PALLn M 'ii >mz LOT 14 � m - °m m i WN J - r\ m N w 18" BAYO 22 N W ON-LINE Z^ m 5 N z ,ti 0.4' p 10 PALM ® 0.4' 11.9' " r � F k� m� S �0 > \ � I o PALM 2 9" X12" '14Pfletvi'" Ol of _v CONCRETE BLOCK WALL 39" mi QUADRUPLE BAY w w= J .Zl Nz Z REVISE TO CHANGE TREE TYPE— JULY 6, 2018 LOT 13 ,NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREES. LOT 10 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A = 90'00'00" B = 90'00'00" C = 90'00'00" D = 90'00'00" 4. NORTH PROTRACTED FROM PLAT. 5. ---DENOTES 6' WOOD FENCE UNLESS OTHERWISE DENOTED. 6. BENCHMARK IS A NAIL AND DISK, LB3672 IN THE EAST SIDE OF A WOOD POWER POLE AT THE SOUTH-EAST PROPERTY CORNER OF RESIDENCE LOT 7 NUMBER 1456 BEACH AVENUE. ELEVATION = 13.00' NAVD 1988 DATUM. — CEIVED SCANNED Date:O- BOATWRIGHT LANG) SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 ' JUL 2 4 2018 al L_ Building Department of Atlantic Beach, FL DONN IGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: DECEMBER 5, 2017 SHEET 1 OF 1 h% PALLn M 'ii q <1 Ban w 18" BAYO 22 x PA,LLMM /\ *10" PALM 11.9' " / 0 9" 10.2' 19"* I„ / o PALM 2 9" X12" WOOD w PALM 12" xI / PALM SHED i - *PALMI K -0D DOUBLEOM 6" CREPE 10.2' 17" CSI I 6U 13` Q cn cnPALM 1.9' OAK 1`L' .11 BAY �v co O --i*,�`L'" X0.1' '14Pfletvi'" Ol of _v CONCRETE BLOCK WALL 39" mi QUADRUPLE BAY w w= J .Zl Nz Z REVISE TO CHANGE TREE TYPE— JULY 6, 2018 LOT 13 ,NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREES. LOT 10 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A = 90'00'00" B = 90'00'00" C = 90'00'00" D = 90'00'00" 4. NORTH PROTRACTED FROM PLAT. 5. ---DENOTES 6' WOOD FENCE UNLESS OTHERWISE DENOTED. 6. BENCHMARK IS A NAIL AND DISK, LB3672 IN THE EAST SIDE OF A WOOD POWER POLE AT THE SOUTH-EAST PROPERTY CORNER OF RESIDENCE LOT 7 NUMBER 1456 BEACH AVENUE. ELEVATION = 13.00' NAVD 1988 DATUM. — CEIVED SCANNED Date:O- BOATWRIGHT LANG) SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 ' JUL 2 4 2018 al L_ Building Department of Atlantic Beach, FL DONN IGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: DECEMBER 5, 2017 SHEET 1 OF 1 OVER TO HJ JOB N 1 Revkwed No E■ceptims ED]4 Refected ❑ 2 Ret'tew i E>aeptkons Noted El S Information ONy ❑ 3 Revlse & Resubmit `vcwea m y for genttar confotmanq. witn Itre or �ecx ¢'cwem:":t. �nC.o 'or+o.oma,q.�d�RonhKwemir.�. ;t'tlrnc"va�:ne:�—:<n:;,,-.,:_. Ansi °O`'`"Ot. f the tont t 1 _ nt2tt �n404, atW brthe /e antls�SrMa esW^s.. k. rol:anh wth a�, .e , M-;�'c ana. meth00y, tecnn:Cue cet/ul cnrs[r.s[;On 0l the wort, ihls 2viewC Qv�2me.-.ts p':;•�, C seN¢n0¢s, anC Coera00ns Of the cons Oes nO:CJns,.O¢-.�,e derW therqu, wlydt xethe sde reSpprsihi'ity of the :ontra=Go�•oru/nY, areu,_or wosra,m; � _d/_d A N ER RACE CONSULTING, INC. rcked by: tature: U V OVERHANG CONNECTION TO HJ38 BY EOR �6' 1 87' 8------- JOB: 549218B BOSCO LOC:1551 OCEAN BLVD PLAN: DENBESTEN RESID DESIGNER: RICHARD TINGLEY PITCH: 6/12 OVERHANG: FIELDAPPLIED FLOOR SYTEM: 18" SYS42 WIND CODE: 130 MPH EXPOSURE D CLOSED ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 GEOFFGARTNER ALEXANDER GRACE CONSULTING INC 3010 S 3RD ST SOUTH SUITE C JACKSONVILLE BEACH, FL 32250 904-241-8010 LICENSE NUMBER 59328 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY. TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM ATRUSS OR BEAM BEING INADEQUATELY SUPPORTED. HANGERS ON JOB AREAS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1 -PLY TRUSS HTU26 FL10655.8 ALL BEAMS ARE WEYERHAEUSER EVEREDGE 290OFb-2.OE APPROVAL #21359.1 BM -2 2-1.75" X 12" LVL 9' I— N co OVER TO HJ 9-1 Reviewed No Exceptions I L] 4 Rejetted 0 s Reviewed fueptions Noted C] 5 Information Only [ 3 Revise & Resubmit _ red ony 8-'ai con O. x with. [li a 4 eOC, ated'.n Conlrac: Lbun rq �, tency withN p Wd design Oncept. Th"'.— does not r0— eve the Cpn flalresew'wit,fe' Ona _-in desytns for —ch the Cott— n -p- -6e far Camp, —e with all Ott x:tfe, D-, aM`a the sate and sw. ifal emstructa, of the *ark. Tnn reviev Eon not Confider :'i tam, methogs, tec:nn'.q." seaue,^.<es, and gperado0s of the cOnscruAan, ar viely, yy�a[i0re, mpsogran ideNaltM'r-^.Nds the we .pa-b4aV d the Co¢rac I . GRACE CONSULTING, U U OVERHANG CONNECTION TO HJ38 BY EOR r6 15'8"8 29'8"8 8 JOB: 549218B BOSCO LOCA 551 OCEAN BLVD PLAN: DENBESTEN RESID DESIGNER: RICHARD TINGLEY PITCH: 6/12 OVERHANG: FIELD APPLIED FLOOR SYTEM: 18" SYS42 WIND CODE: 130 MPH EXPOSURE D CLOSED ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 GEOFFGARTNER ALEXANDER GRACE CONSULTING INC 3010 S 3RD ST SOUTH SUITE C JACKSONVILLE BEACH, FL 32250 904-241-8010 LICENSE NUMBER 59328 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY. TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM A TRUSS OR HANGBEING RS OINADEQUATELY IJOB AREAS FOLLOWSRTED. UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1 -PLY TRUSS HTU26 FL10655.8 ALL BEAMS ARE WEYERHAEUSER EVEREDGE 290OFb-2.OE APPROVAL #21359.1 BM -2 2-1.75" X 12" LVL 9' MAP SHOWING SURVEY OF LOT 9, BLOCK 63, MANDALAY AS RECORDED IN PLAT BOOK 10, PAGE 11, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 16TH STREET 40' RIGH1 OF WAY PAVED PUBLIC ROAD LOT 16 7" LAUREL OAK 06" LAUREL7 OAK 14 \y X PAL 032" LAUREL 0 OAK 54.9' \-CONCRETE 14" 6" LAUREL 54.9' LAUREL ('OAK 6" WATER X OAS 0 � OOAK THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS DETERMINED FRONT THE FLOOD INSURANCE RATE MAP NUMBER 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." ICHECKED1BY: FILE: 21017-1678 DRAWN BY: PGP __ LOT 15 �ti � CONCRETE v _R/ 14.5 0 10 :° o'PAL 0 m v� O me O v 0 u r > - z m m m z� T w >mz = r R x O� ZO DN N MAIL BO_'mo TO 66 a r'l C__ oS x ❑� Cn m 0 ^ 1, Xz T `, ,r1,h ON-LINE /V M PALM 34.0' > 00 —4f WOOD�,y O 4ktK 10 PALM OD mZ,0'. 10.2' 17"L M� Z oom� 0.1' Fl n 39" ' v M m QUADRUPLE 0.8 Z m -j O -o Q y 0 z Z D > -+ Z O 0 O m D Crn "0 z C O7 r n < m O O 0 O O > 0 _0 /� L > D < ��� O' v m mZ m1 z F_ C W Val m N O z MAP SHOWING SURVEY OF LOT 9, BLOCK 63, MANDALAY AS RECORDED IN PLAT BOOK 10, PAGE 11, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 16TH STREET 40' RIGH1 OF WAY PAVED PUBLIC ROAD LOT 16 7" LAUREL OAK 06" LAUREL7 OAK 14 \y X PAL 032" LAUREL 0 OAK 54.9' \-CONCRETE 14" 6" LAUREL 54.9' LAUREL ('OAK 6" WATER X OAS 0 � OOAK THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS DETERMINED FRONT THE FLOOD INSURANCE RATE MAP NUMBER 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." ICHECKED1BY: FILE: 21017-1678 DRAWN BY: PGP __ LOT 15 �ti � CONCRETE v _R/ 1467.00' LOT 8 14.5 / \ CO�C�ETE :° o'PAL Ln v 0 u F7. 0PALm w >mz -0m m MAIL BO_'mo TO -�4 m v m LOT 13 *1C PALM OWi N v - _� r \ m N z 7" D NLa_ o m ,r1,h ON-LINE O N o / PALM 34.0' > 00 —4f WOOD�,y O 4ktK 10 PALM CONCRETE ti� �24`nr 1467.00' LOT 8 REVISE TO CHANGE TREE TYPE— JULY 6, 2018 BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 9 10 20 40 SCALE: 1" = 20' NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREES. 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A = 90'00'00" B = 90'00'00" C = 90'00'00" D = 90'00'00" 4. NORTH PROTRACTED FROM PLAT. 5. - x — x - DENOTES 6' WOOD FENCE UNLESS OTHERWISE DENOTED. 6. BENCHMARK IS A NAIL AND DISK, LB3672 IN THE EAST SIDE OF A WOOD POWER POLE AT THE SOUTH-EAST PROPERTY CORNER OF RESIDENCE NUMBER 1456 BEACH AVENUE. ELEVATION = 13.00' NAVD 1988 DATUM. Rr"Cr- LIVED J U L 2 4 2t Bluild-i g Department Ci �' of Atlantic Beach, FL DONN W.- 0ATWRIGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: DECEMBER 5, 2017 I SHEET 1 OF 1 Ln v 0 u ® P w >mz -0m LOT 14 -�4 m v m LOT 13 *1C PALM OWi N v - _� r \ m N 9.PALM NLa_ / ,r1,h ON-LINE O N o / PALM SHED is *PALM I, z 4ktK 10 PALM -0 10.2' 17"L M� ti Om0 0 �J 0.1' Fl n 39" ' v M m QUADRUPLE 0.8 BAY r-< LOT 7 REVISE TO CHANGE TREE TYPE— JULY 6, 2018 BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 9 10 20 40 SCALE: 1" = 20' NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREES. 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A = 90'00'00" B = 90'00'00" C = 90'00'00" D = 90'00'00" 4. NORTH PROTRACTED FROM PLAT. 5. - x — x - DENOTES 6' WOOD FENCE UNLESS OTHERWISE DENOTED. 6. BENCHMARK IS A NAIL AND DISK, LB3672 IN THE EAST SIDE OF A WOOD POWER POLE AT THE SOUTH-EAST PROPERTY CORNER OF RESIDENCE NUMBER 1456 BEACH AVENUE. ELEVATION = 13.00' NAVD 1988 DATUM. Rr"Cr- LIVED J U L 2 4 2t Bluild-i g Department Ci �' of Atlantic Beach, FL DONN W.- 0ATWRIGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: DECEMBER 5, 2017 I SHEET 1 OF 1 Ln PALM I ® P w 16" BAYO LOT 10 Emu O *1C PALM PAS I x O 9.PALM 10.2' 11.9' 19 I i / o 9 - X12 2 WOOD N PALM / PALM SHED is *PALM I, 6" CREPE OBLEOT 10.2' 17"L M� 1.9' 1_K l L' `jlI13 O cn BAY 1y m O v 0.1' CONCRETE BLOCK WALL 39" ' v M m QUADRUPLE 0.8 BAY r-< LOT 7 W= "0 z REVISE TO CHANGE TREE TYPE— JULY 6, 2018 BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 9 10 20 40 SCALE: 1" = 20' NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREES. 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A = 90'00'00" B = 90'00'00" C = 90'00'00" D = 90'00'00" 4. NORTH PROTRACTED FROM PLAT. 5. - x — x - DENOTES 6' WOOD FENCE UNLESS OTHERWISE DENOTED. 6. BENCHMARK IS A NAIL AND DISK, LB3672 IN THE EAST SIDE OF A WOOD POWER POLE AT THE SOUTH-EAST PROPERTY CORNER OF RESIDENCE NUMBER 1456 BEACH AVENUE. ELEVATION = 13.00' NAVD 1988 DATUM. Rr"Cr- LIVED J U L 2 4 2t Bluild-i g Department Ci �' of Atlantic Beach, FL DONN W.- 0ATWRIGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: DECEMBER 5, 2017 I SHEET 1 OF 1 GENERAL NOTES ALL -THREAD NOTES PSF EPDXY NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION, ACI, NDS, APA AND 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4G' O.C. IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER -24.0 ASCE7-10. -29.9 WALLS, UNLESS NOTED OTHERWISE ON PLANS. 25.6 -32.2 EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 25.6 -28.4 100-200 24.6 -28.9 v W 0 GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN 12d = 0.148"x 3-1/4" ENCLOSED BUILDING: CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. C COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE m T UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN COEFFICIENT: 0.18 ROOF PITCH: MATCH EXISTING ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND ,T EACH INTERSECTION OF REINFORCEMENT. I COMMENCING CONSTRUCTION. O BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN OTHERWISE ON THE PLANS. C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. D. PLACE ALL OTHER RODS. 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE ASSUMING 2500 PSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE, DUST, DIRT, AND OIL. 6" - TYPICAL WALLS, MONOLITHIC FOOTING CONCRETE NOTES 7" - EXTERIOR WALLS, STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE 8"- MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO DO THE WORK. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOC/TIONS, U.N.O. CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1%" INCHES FOR SHEATHING NOTES FOUNDATIONS, AND Y4' FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW FOR WALL SHEATHING: 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" 1. FOR STUCCO AND STONE: MIN" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. VERTICALLY, OR MIN M" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO VAPOR BARRIER AND TERMITE TREATED SOIL. 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BE BELOW, IT IS WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM 2. FOR ALL OTHER VENEER: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, OF THE ROD WITH A 3" SQ WASHER AND NUT. VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE EDGES). FOOTING. CONVENTIONAL FRAMING NOTES 3. FOR CURVED WALLS: TWO (2) LAYERS OF -1" PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF FOR ROOF SHEATHING: CONCRETE REINFORCEMENT". 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. 1. FOR SHINGLE AND METAL ROOF: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS. 2. FOR TILE ROOF. MIN 32" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH WHICHEVER IS GREATER. RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOCK PANELS AT 12" O.C. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) Bd NAILS INTO THE RAFTER 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 5 AND ( ) 8d NAILS INTO THE SLEEPER. FOR FLOOR DECKING: 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 1. MIN 4" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND REINFORCEMENT. 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35'WITH (12) 8dX1-1/2" NAILS. MINIMUM 4" THICKNESS. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, 9. FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, FOR PORCH CEILING SHEATHING: INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE (11) INTO STUD BELOW. 1. MIN $" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. MASONRY NOTES 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF INTERSECTION OF SLEEPER AND EXISTING FRAMING. 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING STEM WALL MUST BE FILLED. CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 5311) OF THE AMERICAN CONCRETE INSTITUTE. ROOF RAFTER FRAMING NOTES 2. CONCRETE MASONRY UNITS S`iALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING RIDGE BEAM STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. (2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FAST-ENED 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. • COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED e". FULL BEAD COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 113 GA STRAP AND HEAD JOINTS SHALL BE USED. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER 4. MASONRY GROUT SHALLCONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. LOAD TABLE MAXIMUM AGGREGATE SIZE SHALL BE Y8" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. COMPONENT AND CLADDING D I N G 4 DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE DOD TREATALL ED. ROOF. DESIGN PRESSURES 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA LIVE LOAD: 20 0 PSF LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. DEAD LOAD: 7.0 PSF 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. CEILING: LIVE LOAD: 10.0 PSF 7. DIMENSION LUMBER LIVE LOAD -STORAGE: 30.0 PSF 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS DEAD LOAD: 5.0 PSF 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH FLOOR: SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF LIVE LOAD: 40.0 PSF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND DEAD LOAD: 10.0 PSF LENGTH PER THE DETAILS. DECK LIVE LOAD: 50.0 PSF EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 28.9 --37.9 28.9 -31.5 20-50 27.1 -24.0 27.1 -29.9 50-100 25.6 -32.2 D 25.6 -28.4 100-200 24.6 -28.9 v W 0 24.6 -27.1 REINFORCING IN CELLS. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE IS COMPLETE. 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM A82, SPACED AT 16" O.C. VERTICAL MAX. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. SHEET INDEX S0.01 COVER PAGE/GENERAL NOTES S1.01 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED WIND LOADS: S2.02 FIRST LEVEL TRUSS PLAN CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY BELOW: WIND SPEED: 130 MPH S2.05 MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL FRAMING DETAILS EXPOSURE: D > STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. 8d = 0.131" x 2-1/2" IMPORTANCE: 1.0 v W 0 (� 10d = 0.148"x 3" BUILDING CATEGORY: II J 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN 12d = 0.148"x 3-1/4" ENCLOSED BUILDING: ro J LL C INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY 16d = 0.162"x 3-1/2" INTERIOR PRESSURE m T UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN COEFFICIENT: 0.18 ROOF PITCH: MATCH EXISTING 2mo .> 10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS, UNO. SEE PLAN FOR SIZE AND AND/OR THE FOOTING DETAILS SHEET. 0 0 0,) C,4 o�'� REINFORCEMENT. I 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. SHEET INDEX S0.01 COVER PAGE/GENERAL NOTES S1.01 FOUNDATION PLAN AND DETAILS S2.01 FIRST LEVEL WALL PLAN S2.02 FIRST LEVEL TRUSS PLAN S2.03 SECOND LEVEL WALL PLAN S2.04 SECOND LEVEL TRUSS PLAN GARAGE WALL PLAN AND DETAILS S2.05 S3.01 FRAMING DETAILS SCA NE nate: 0 (3 �a 0 Q_ Q. Q r m co o w o � z z Q F -- z W L: � z O O U o 0- O U W w D o w W 00 C14 M CD di C) N O c� a 0 N U U z > CL , 0 Z O W 0 > LL U Z W W m Q o v W 0 (� F- v-- Z J W � m ro J LL C mz m T Q Ow CO 2mo .> N U 0 0 0,) C,4 o�'� W O m .59 0_ U C 00 C14 M CD di C) N 0 c� a 0 N 30 m� > CL , 0 � U Q p U C 00 C14 M CD di av c 0 `oo 0 LL LL U CDN () N L M m ro J LL C - U ai T a CO 2mo .> N M U 0 0,) C,4 o�'� U sP WAYIVF % 2 0 .59 0_ I/IIFT111p%\` Sheet No. S0.01 16' OVERHANG COP TO HJ15 BY EOF Z y (V V7& Nv- CJ17 CJ16 ti Cl w CJ16 CJ17 OVERHANG CONNECTION TO HJ15 BY EOR Ir 6' Ir 6' .; 9'6"8 20'1"8- 18'4" 8' ,r 11 S3.01 SIM AT LANDING 15'8"8lir8'7" —f 5'1"4 ,� co 22'10"12 $' ,r :- ECOND LEVEL WALL PLAN 1 TRUSS NOTES 1. TRUSS DESIGN BY OTHERS. SEE COVER SHEET FOR TRUSS DESIGN SPECIFICATIONS. 2. ALL TRUSSES SHALL BE ANCHORED USING THE SPECIFICATIONS AND FRAMING DETAILS WITHIN THIS SET OF DRAWINGS. SEE COMPLETED TRUSS ENGINEERING WITH ENGINEERING SHOP 0° DRAWING STAMP FOR TRUSS UPLIFTS AND BEARINGS. 9) 3. TRUSS SYSTEM ENGINEER SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW BY ARCHITECT / ENGINEER PRIOR TO CONSTRUCTION. GABLE BRACING LOCATION. �—� WALL BRACING. SEE DETAIL. ® FLOOR TRUSS BRACING. SEE DETAIL. Ifi 0 a 0 3: Q � c� m c37 c� o o w af `f z Q t - Z a� � W g g z O O U o a- O LL U � w w W :) U) co N W H O (0 Z Q O > w Of o z �- U) O w U (� Z W �--- Z _0 J LL O W m U � U Q w Z W p F— rr �� U J WF— � Q m ca z O w U 0 U) O m w o N �U ACS NCS co N m (� � C�` " U` CO N O O U Q p Z W Q W CL _s Q Z Z �— O Z> U Q W 0� U) U. U N clil C cq c0 a_ 0 0 m m 0 U o0 LL LL m U U) L U M $_ 3 LL � m m L^ m O Q T- V! N c".5 U y -,t O Y N U of O M n m \tVAY/V,E (IFIC•'•.•9'P �� O��Q,.•' 1c,2� –C7 70' . -o• OF Sheet No. S2,02 15'6"8 OVERHANG CONNECTION TO HJ38 BY EOR C) m -- -------------- ---- CJ40 i-- CJ39 I I 1 r 8 S3.01 I TYP I ' I I 1 I I I I — M i EJ37 I I ; I I I I I� I — — I I I I I I I I I CJ39 I CJ40 ;I 2 ath 2 I, 1 LL 12'I 4' — f 4' 6'2"8 ! 4 + i ! w astir I I 1 - o O CL ai o II 11 ! ! I o U I I I 1 ` --- J z I I I I I I 1 B � W 0 > I I I I � W m m I I II II II O i w If f 1 <' Q IT U J WAYNF 00 ........ Q m I I 1 O W CO ;� 1 � I ath 1 2 C7 I M ■■■ v N 1 1 a Upper I Mas I �0 Li ving E I Ba 11 L ----- i i-- ----- I !! I I w 1 FA A m� m 1 II ; ; i I li IL-- 1---I O Iri I 1 L--------- m .iii --- , I --- - -- -- ---- v' , --T7 j L J J r Ir Be OC1II1 r-- II T--- I r---- I �I�i ----- -I U E - ii , WA BF ii'J rA� L 6 ! 4 eee w astir I I 1 - o O CL ai o I I I ! ' � a o U I I I 1 ` --- J z I I I I I I 1 B � W 0 > I I I I � W m m I I II II II O i w Z � N o <' Q IT U J WAYNF 00 ........ Q m m z O W ! 4 eee w astir O O o O CL ai o 0 r "I a o U U U --- J z CD B rod -� W 0 > ' � W m m Q II II II Q w Z � N o <' Q IT U J WAYNF 00 ........ Q m m z O W CO D 1 U) ath 1 2 C7 I M ■■■ N 1 a I Mas ;;;; �0 -' 1 E J eee w astir O I o O CL ai o 0 r "I a o U U U --- II ----, I z CD B rod -� W 0 > ' � W m Q Q II II II Q w Z � N o <' Q IT U J WAYNF ........ Q m m z O W U D 1 U) ath 1 0 I 1 ■■■ Up 1 I Mas ;;;; �0 -' 1 E I Ba 11 L ----- i i-- ----- I U r' r. -i i 0 FA A m� m 1 II ; ; i I I j O O Iri I 1 1 m .iii --- , I --- - -- -- ---- v' , r--- r Ir Be OC1II1 r-- II T--- I r---- I �I�i ----- -I U - , WA BF ii'J rA� L 6 _CE_ DET L A'.;! A ti o ii i ii I NAIL I J n --- ----- J ! 11j II J N O M M O N (>d.- N' � ti N I �O I 6f) I I --- I I m V I I N , I p , C7 // I NNC14 JIL' C*4 !\� i I L ens= _"S '.cA i e=� I E ----- ---- ----- ---- ---- r--- ---- c) U U cV OVERHANG CONNECTION TO HJ38 BY EOR m Ir 15'8"8 8'7" 12'3" x I _ I I I I I I 1, I 8' �J II 11 11 II 11 II II fl II II II u II 11 II II In ii II � I I 'F1 I !s¢ I 1 SEE RAFTER TABLES FOR SIZE AND SPACING. � j I I i 2X10 RIDGE BEAM, FASTEN TO TRUSS ---- 1 WITH HUC210. ~ li !I c Q U per !Iji �� t 1j I�I —It------ ---- __4 ---- ----- ------- ------ ---- I----•— — -g3-C __ -- li T----- III B21: (2)IHTS20 II!' r I I I I I 1 1 I Aper ? m - - r w astir O I o O CL ai o 0 r "I a o U U U --- II ----, I z CD B rod -� W 0 > ' � W m Q Q II II II Q w Z � N o <' Q IT U J WAYNF ........ Q m m z O W U D 1 U) 0 I 1 ■■■ Up 1 I Mas ;;;; �0 I Ba 11 � I; I i 0 FA A m� m ; ; i I I j O I I I 1 j m --- I I -�J-L-- --- - -- -- ---- v' , 29'8"8 _ S .COND LEVEL TRUSS PLAN 0v TYP v m 8' — cm 5 CO 2b 20 r TRUSS NOTES 1. 1 KU55 DESIGN BY OTHERS. SEE COVER SHEET FOR TRUSS DESIGN SPECIFICATIONS. 2. ALL TRUSSES SHALL BE ANCHORED USING THE SPECIFICATIONS AND FRAMING DETAILS WITHIN THIS SET OF DRAWINGS. SEE COMPLETED TRUSS ENGINEERING WITH ENGINEERING SHOP DRAWING STAMP FOR TRUSS UPLIFTS AND BEARINGS. 3. TRUSS SYSTEM ENGINEER SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW BY ARCHITECT / ENGINEER PRIOR TO CONSTRUCTION. GABLE BRACING LOCATION. WALL BRACING. SEE DETAIL. ® FLOOR TRUSS BRACING. SEE DETAIL. ROOF RAFTER RIDGE BEAM (2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO • COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATEMEADER. to 6- a Q :. ca o w o � 00 z Q 1- z z O o a O U � W U) O � U) 0 co N W O I -- E Q z O Fn > o w zelf •- U) 04 M CO w (D0 O -0(D o O CL ai o 0 `o`o a o U U U z CD Z W 0 > � W m Q Q m (7 m O Q w Z W o <' Q IT U J WAYNF ........ Q m m z O W U D U) 0 ■■■ 00 V J Z) ry W Q W „� CL 0 Z O U ♦W V) UCD 04 M CO (D0 3 -0(D o O CL ai o 0 `o`o a o V J Z) ry W Q W „� CL 0 Z O U ♦W V) UCD 04 M CO aU 5 CO) 'a a 0 O `o`o rJ � � U CD U M N m J •7 � Il (>3 m Q m (7 m O T_ a m o m •5 00 C N o � O 0 N O <' Q IT CA WAYNF ........ ,O 5kJ28 JFFREY ,I'T Sheet No. S2.04 CONTRACTOR TO VERIFY DOOR LOCATION PRIOR TO CONCRETE POUR. GARAGE FOUNDATION PLAN 1/4" = 1'-0" SEE SHEATHING NOTES FOR ROOF SHEATHING REQUIREMENTS. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. (2) 2x6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 3/8" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. SEE SHEATHING NOTES FOR WALL SHEATHING REQUIREMENTS. 2x6 SPF STUDS AT 16" O.C. 2x6 NO. 2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS AT 6'0.C. WITH 6" MIN EMBEDMENT, AT EACH SIDE OF BOTTOM PLATE SPLICES. FORMED AND POURED PERIMETER CURB. SEE PLAN FOR CURB HEIGHT FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 TYPICAL WALL SECTION 3/4" = 1'-0" J >J z w w u - z O O J J m EZ S2.05 GARAGE WALL PLAN 1/4' = 1'-0" FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. FINISHED = 12" GRADE= f(D r� —III �61 IL VAPOR BARRIER OR —� I— EQUIVALENT WATERPROOFING —�—� �— BETWEEN COMPACTED �. . SUBBASE AND FOOTING/SLAB FOOTING, PER PLAN 2 RECESS SECTION 3/4" = T-0" NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 2'-0" RAFTER Y"A4 S2.05 EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. SEE TABLE BELOW FOR RAFTERS SIZE AND SPACING _ GARAGE ROOF. 1/4"= V-0" 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. (2) 2X4 NO. 2x4 PLATE. SEE WALL SECTIONS. 4 O,UTLOOKER DETAIL HEADERS OVER 4' LONG: TOP PLATE TO HEADER CONNECTION: SIMPSON SPH OR SDWC15600 AT 24" O.C. WITH (12) 10dX1-1/2" COMMONS. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. 3 TYPICAL HEADER FRAMING DETAIL 3/4" = 1'-0" 2X4 OUTLOOKERS AT 24" O.C. (3) 16" LVL RIDGE BEAM 1 J ROOF FRAMED WITH: • SEE SPAN TABLE ON THIS PAGE FOR RAFTER SIZES AND SPACING. • (3) 16" LVL RIDGE BEAM SEE CONVENTIONAL FRAMING NOTES FOR FASTENING SPECIFICATIONS. CONVENTIONAL FRAMING - ROOF i n u i it 1 II 1 II i 11 I II 1 II 1 31 1 .I GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x6 14'-1" 12'-3" 13'-5" 11'-0" 2x8 18'-6" 16'-2" 1 i 2x10 40z 18'-11" 1 16'-6" t 26'4" 22'-6" 1 i i to I I I i _J :Dm m z 0 W U D --- --- 0 1 I i= 1 II 1 It I Ii f AI 1 II 1 11 1 11 1 11 4 11 6 11 t II 1 it I II I it i --- Ss ---J 1 1 1 I I I i { 1 1 ! 1 a f ! t _ GARAGE ROOF. 1/4"= V-0" 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. (2) 2X4 NO. 2x4 PLATE. SEE WALL SECTIONS. 4 O,UTLOOKER DETAIL HEADERS OVER 4' LONG: TOP PLATE TO HEADER CONNECTION: SIMPSON SPH OR SDWC15600 AT 24" O.C. WITH (12) 10dX1-1/2" COMMONS. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. 3 TYPICAL HEADER FRAMING DETAIL 3/4" = 1'-0" 2X4 OUTLOOKERS AT 24" O.C. (3) 16" LVL RIDGE BEAM 1 J ROOF FRAMED WITH: • SEE SPAN TABLE ON THIS PAGE FOR RAFTER SIZES AND SPACING. • (3) 16" LVL RIDGE BEAM SEE CONVENTIONAL FRAMING NOTES FOR FASTENING SPECIFICATIONS. CONVENTIONAL FRAMING - ROOF 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 1.25 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x6 14'-1" 12'-3" 13'-5" 11'-0" 2x8 18'-6" 16'-2" 17'-1" 13'-11" 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 26'4" 22'-6" 23'-10" 19'-6" FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2),2x6,2:1 I NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. I SW _/S# SHEARWALL SEE DETLOCATION AILS FOR FASTENERS SHEET NUMBER DETAIL NUMBER SHEAR WALL DESIGNATION STRUCTURALBEAM 1 -STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ,ONE. ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. EL a F (D w o w z ¢ F - z w L: � z 0 O U o a 0 LL U � U) W D � IL N W O z o z 0 > o ww z V/ o N w ami C9 CO 0 -00 N I- W CL Q a Q 0 z 0 LL U z W W m W Q ul o U m F- Z z to to _J :Dm m z 0 W U D U) 0 m 00 70 L ZU) J a CL W ~ � W ry U NU) C m Lot N W ¢ c '070 p 66 U ILL ILL a� U to U M m m� cci � aXi m m L m Q 05 o = o C7 "C cq N < — 0 `t N V O c•) m WAYNF ,.• �(IFie ••.'Aj, F 'W — Sheet No. S2.05 o N ami C9 CO .00 -00 N U CL Q a 70 L ZU) J a CL W ~ � W ry U NU) C m Lot N W ¢ c '070 p 66 U ILL ILL a� U to U M m m� cci � aXi m m L m Q 05 o = o C7 "C cq N < — 0 `t N V O c•) m WAYNF ,.• �(IFie ••.'Aj, F 'W — Sheet No. S2.05 ROOF VIEW FLOOR VIEW SEE SHEATHING NOTES FOR SPECIFICATIONS TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. (2) 2x NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 3/8" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES ON COVER SHEET. SEE SHEATHING NOTES FOR SPECIFICATIONS 2x6 SPF STUDS AT 16" O.C. 2x6 NO, 2 SYP PT BOTTOM PLATE. 2X10 FLOOR JOISTS AT 16" O.C. WITH 2X10 BAND BOARD. 2X8 PT SYP TOP PLATE. FASTEN TO BOND BEAM WITH 1/2" ANCHOR BOLTS WITHIN 6" OF SPLICES. BOLTS EMBEDDED 6" INTO BOND BEAM. 8" BOND BEAM WITH (1) #5 BAR CONTINUOUS. 8"X8"X16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 32" O.C. WITH 3000 PSI CONCRETE AND (1) #5 VERTICAL BAR. SEE PLAN FOR ADD'L BAR LOCATIONS. HORIZONTAL JOINT REINFORCEMENT. SEE MASONRY GENERAL NOTES. 30' LAP IN VERTICAL BAR SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. FOUNDATION VIEW ATYPICAL WALL SECTION 3/4" = V-0" 2x4 LATERAL AND DIAGONAL TRUSS BRACING AT 24" O.C.. FASTEN EACH END WITH (3) 10d TOE -NAILS. rWATERPROOFING BY OTHERS FLOOR TRUSS SYSTEM BY OTHERS. pAN SEE WALL SECTION FOR DETAILS. TRUSS BRACING AT WALL I 3/4" = V-0" c LINTEL OVER OPENING. SEE PLAN. 2x No.2 PT SYP WINDOW BUCKS FASTENED TO ALL SIDES OF OPENING WITH SIMPSON 1/4"x3" TITEN SCREWS AT 12" O.C. ALL SIDES OF OPENING. FILL ALL CELLS ADJACENT TO OPENINGS WITH 3000 PSI CONCRETE AND (1) #4 BAR. BEND INTO TOP COURSE BOND BEAM 12". #5 BAR WITH 8" BEND AT TOP TOP OF CMU WALL 8" CONCRETE LINTEL WITH (1) --------- - #5 BAR CONTINUOUS FILLED CELL WITH (1) #5 BAR CONTINUOUS. #5 BAR DRILLED AND EPDXIED WITH MIN. 25" LAP AND MIN. 6" EMBED �— SEE FOUNDATION PLAN FOR ° FOOTING SPECIFICATIONS. 44 a 2 TYPICAL MASONRY OPENINGMISSED DOWN ROD REPAIR 3/4"= 1'-0" 3/4" - 1'-0" SDS SCREWS AT 12" O.C. STAGGERED. MINIMUM EDGE DISTANCE = 2" MINIMUM END DISTANCE = 2" SCREW LENGTH PER TABLE: 2 -PLY: SDS25312 3 -PLY: SDS25500 4 -PLY: SDS25600 SCREWS STAGGERED EACH FACE. LVUBEAM. SEE PLAN FOR SPECIFICATIONS. MULTI—PLY FASTENING 1-1/2" = 1'-0" ZX• — 2X6 SCAB FOR OVERHANG. FASTEN TO TRUSS WITH (2) ROWS OF 10d NAILS AT 3" O.C. STAGGERED. — SEE SECTION 1 FOR TYPICAL WALL FRAMING. $ OVERHANG DETAIL 3/4" 1'-0" ROOF TRUSSES OR CONVENTIONAL FRAMING FASTEN BRACE TO WALL WITH 16d NAILS. 2x4 No.2 SYP BLOCKING AT 12" O.C. FASTEN TO BOTTOM CHORD OF TRUSSES WITH (3) 10d NAILS. 9 WALL BRACING DETAIL 3/4" = 1'-0" SVA 7/16" OSB. SEE TYPICAL WALL SECTIONS FOR FASTENING. TRUSS COMPRESSION WEB TO BE BRACED. SEE TRUSS ENGINEERING BY OTHERS FOR LATERAL BRACE LOACTIONS. 1x4 No.3 SYP X -BRACE APPLIED TO FRONT FACE OF BRACED WEB, FASTENED TO EACH WEB WITH (2) 8D NAILS. 1x4 No.3 SYP LATERAL BRACE APPLIED TO BACK FACE OF BRACED WEB WITH (2) 8d NAILS.. SEE TRUSS ENGINEERING FOR LATERAL BRACING LOCATIONS. IF LAPPING IS REQUIRED, LAP AS SHOWN OVER (2) TRUSSES. u+vw�. rwa..,w v r VV11 1RVJJCJ. /11—t"LT BRACE AS CLOSE TO 45° AS POSSIBLE. �ERWANENT TRUSS �BFACING J/4" _ T -U SEE TABLE BELOW FOR SHEAR WALL HOLD DOWNS. SHEAR WALL ANCHORS TO BE WITHIN 3" OF DOUBLE STUD GROUP. 3"x3" SQ WASHER AT TOP OF THREADED ROD HOLD DOWN. 7/16" OSB FASTENED TO FRAMING W/ 8d AS SHOWN IN THE TABLE BELOW HEADER KING STUDS ARE ACCPETABLE AS SHEAR WALL END STUDS INSTALL DOUBLE STUD GROUP AT EACH END OF SHEAR WALL. FOR DOUBLE SHEAR WALLS, USE (4) STUDS. 1/2 ANCHOR BOLTS AT 24" O.C. BETWEEN SHEAR WALL ENDS. EMBED 8" MINIMUM AND USE 3" SQUARE WASHERS. SHEARWALL SCHEDULE SHEARWALL EDGE SPACING SHEARWALL ANCHOR SIZE DESIGNATION 8d NAILS ANCHOR AND EMBED > CL N NO U Q DEPTH SW 3" O.0 1/2" ROD _ ` 1/2", 12" DEEP SW2 2" OL_ 1.C. HDU8-SDS2.5 7/8", 12" 1. "(2)" DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. 3. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN. SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS. 4. SHEARWALL SECTIONS ARE NAILED AT 6" O.C. IN FIELD WITH 8d COMMON NAILS. SEE TABLE FOR EDGE SPACING. 10 SHEAR WALL ASSEMBLY DETAIL 3/4 1'-0" 7/16" OSB FASTENED TO FRAMING W/ 8d AT 4" O.C. ON EDGE, 8" O.C. IN FIELD. BLOCK SHEETING EDGES WITHIN 4" OF GABLE END 2x4 SYP OUTRIGGER AT 24" O.C. CLIP TO BALLOON FRAMED TOP PLATE W/ SIMPSON H2.5 W/ (8) 8d COMMONS. BLOCK BETWEEN OUTLOOKERS. GABLE TRUSS TOP CHORD 2x4 No.2 SYP X -BRACE. SEE PLAN FOR LOCATIONS. EXTEND BACK 8' FROM GABLE. ATTACH TO GABLE AND TRUSS VERTICALS W/ (3) 16d. WHERE TRUSS VERTICALS DON'T EXIST, APPLY 2X4 No.2 SYP VERTICALS WITH (3) 16d COMMONS AT EACH INTERSECTION OF PROPOSED VERTICAL AND EXISTING TRUSS MEMBER. L -BRACE AS SPECIFIED BY TRUSS MANUFACTURER. 2x4x8' SYP LATERAL BRACE AT 48". APPLY (2) 16d THROUGH DIAGONAL BRACE INTO EACH CEILING JOIST. FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD WITH (2) SIMPSON H2.5 WITH (8) 8d. GABLE TRUSS TO WALL WITH SIMPSON MSTA12 WITH (10) 10d AT 48" O.C. ABLE BRACING DETAIL — TRUSS J/4"' = 1.-U' SEE SHEATHING NOTES FOR SPECIFICATIONS TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. (2) 2x6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED MINIMUM 24" LAP WITH (12) 10d IN LAP. STUDS TO TOP PLATE WITH SPH AT 32" O.C. OR SDWC15600 EA. SEE SHEATHING NOTES FOR SPECIFICATIONS 2x6 SPF STUDS AT 16" O.C. FASTEN TO BOTTOM PLATE WITH SPH AT 32" O.C. OR SDWC15450 EA. 2x6 No.2 SYP BOTTOM PLATE FASTENED TO EACH TRUSS WITH 15" CS -16,9" ON FLOOR TRUSS, 6" ON BOTTOM PLATE. FILL ALL HOLES WITH 10d NAILS. SEE SHEATHING NOTES FOR SPECIFICATIONS FLOOR SYSTEM BY OTHERS. FASTEN TO WALL BELOW WITH H2.5A, ALL HOLES FILLED WITH 10d NAILS. SEE SECTION 1/S3.01 FOR LOWER WALL. ATYPICAL WALL SECTION 6/4" = 1'-U" (L O m w o w 00 z z z O O U o a O w U � cf) w o � N w o Q U)o z O > o w z U) cli to _C o N w E w¢ 0 m� > CL N NO U Q U z w Q J Z 0 j LL U z W w m zW o U P I- 0 'r- Z a c �w Tn L t m _J m c%a m o 72 m o mz m c) N U) Cc 0 w U O U m U 0 U) 0 J . O m •. R1 •••�. `��; aD w V z < L.L.. LL Uco cli to _C o N E w¢ N� m� > CL N NO � U Q p w V z < L.L.. LL Uco cli to _C C;) N E w¢ a. U 5 cn ca m o c p L L o0 U U- U- m U C9 to UM a� m a c �w Tn crs t m axi Q m c%a m o 72 m o c'7 c cq c) N U) Cc o Y N U O U m �C> WAY/%F 0 J . •. R1 •••�. `��; Sheet No. S3.01 11 4 d I r 0 1 tf 4 k ,� 2. 3. 1 2. 3. 4. 5. 6. 7. 13 Caulking or sealant should be applied in accordance with spec data sheets and manufacturer's specific recommendations. Colors shall be selected by homeowner from manufacturer's standard colors. Caulking or sealant shall be installed so that finish surface is smooth, even & regular. Caulking shall be installed at interior dry joints between dissimilar materials as required. 1 Sealant shall be installed at exterior or damp interior joints between dissimilar materials as required. Prime all substrates w/primer as recommended by 2. manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when 3. joint is approximately half -way between design extremes. Use flexible open -cell polyurethane foam backer rods at all butt joints to create a sealant joint no 4 thicker than 1/2 the width of the joint, but in no cases thinner than 1/8" or thicker than 3/8 Lap joint depth shall be no greater than 1/2 the width of the joint. 5 Cabinets & Furniture MILLWORK 6. I`'1, WALL FRAMING All structural members shall be sized to carry all imposed loads by structural 1• engineer. Wall framing &`blocking shall be white pine, spruce, or fir, stud grade or better. All framing & blocking lumber shall be kiln -dried to a moisture content of 19% 2. or better. All wood in contact w/concrete, earth, masonry, or in a moist location shall be pressure-preservative4reated with a water -borne preservative applied by vacuum 3 process in closed cylinder & shall be kiln -dried after treating. Wood blocking shall be solid & shall match the depth of the primary framing members. Provide blocking in wall to secure mounted millwork shelves, fixtures, mirrors, toilet accessories & ot:rer items requiring a permanent attachment to the wall. Interior walls shall be 2x4 studs (3 1/2" thick) & exterior walls shall be 2x6 studs (5 1/2" thick) unless noted otherwise. Exterior walls of garages & other Do not scale drawings. Use only dimensions shown on drawings. If dimensions Porches & Balconies 4. Massing & Walls Headers shall be sized by structural engineer to meet all local live & dead load Res COLUMNS requirements. Install minimum 2x4 liner under each end of all headers. Install CONCRETE MASONRY UNITS J obsite: 1. Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings) and shall be #1 Common Field -verify all dimensions before beginning millwork fabrication. Verify all blocking. Install minimum 3 studs @ beam bearing points unless noted 1 kitchen equipment sizes w/homeowner before ordering cabinets. grade pressure -treated pine or better. All post trim shall be equal to or better 1. All structural information shown is for reference purposes only. A local licensed Exterior Wall sheathing shall be minimum 1/2" CDX plywood sheathing. final drawings accordingly. than post material. Exterior Wall sheathing shall be wrapped in 30 lb. felt or equal. Install as per structural engineer shall design to actual site conditions &design all structural underhang them. 2. Post corners shall be chamfered unless noted otherwise. Begin chamfer 1 post Provide pre -finished closures, trim or moldings as required to fit walls or furrings. elements such as footings, foundation walls & slabs. 2' Builder shall provide adequate wood blocking in walls to secure millwork, 10. width above porch floor if there is no rail or 1/4 post width above rail unless 2. All mason shall be laid plumb, true and square w/filleoints. All walls shall bed masonry P q J Architect's discretion. Second Level Floor Plan noted otherwise. End chamfer 1/2 post width below beam if there is no capital Exterior structural hardware/ connectors- shall be Stainless steel- high grade for adequately braced until securely tied to the structure. No work shall be done All materials shall be moisture -resistant in countertops w/sinks, lavatories or long term exposure to ocean front elements, see engineering for project specific or 1/2 post width below capital unless noted otherwise. Chamfers shall be 3/4" other plumbing. Plywood to be covered w/plastic laminate shall be subject to freezing conditions. All exposed work shall be brush -cleaned to be Closely coordinate work with all other trades. Maintain ceiling heights & duct cabinet -grade AA fir plywood. All totally concealed wood framing shall be #2 for 4x4 posts, 1" for 6x6 posts, and 1-1/4" for 8x8 posts. Begin and end 7• free of surface mortar. FINISHES 0 chamfers with a flat taper equal to the depth of the chamfer unless noted 3. All masonry work below finish grade shall be filled with grout. This includes all intended instead to indicate the general design and character of the cabinets. In Exterior Elevations otherwise. cases where no detail is shown, use most similar condition detailed and modify 1. cores, cavities & other spaces. 3. 3. Turned posts may be #1 Common rade pressure -treated pine or better, or p Y g 4. Newly laid masonry shall not be disturbed in any manner. Any section which 4. The contractor shall verify all conditions and dimensions a the job site prior to may be Perma-Cast. cost. All details used in these drawings are based on 5/8" gypsum board. has been disturbed before mortar has set shall be completely removed & re-laid. 2. 4. Classical columns (round or square) may be smooth cedar, redwood, 3. Protect masonry work from moisture and temperature changes at the end of 10. engineer or other individual acceptable to state & cal authorities. Perma-Cast, or limestone. 11. each day's work. Sheetrock accessories shall be equal to USG. All exposed corners and gypsum 5. Exterior structural wood column bases for boxed columns shall be raised above 5. Concrete masonry units shall be sound, dry, clean & free from cracks. CMUs duct shall extend from intake blower at exterior to return air side of ductwork. materials shall conform to ASTM c476-64. Tape all joints & apply 3 coats of porch floor o All framing & blocking lumber shall be kiln -dried to a moisture content of 19/0 shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running 14. 5. Tile showers shall be constructed to at least the following minimum standard: operation. Verify gas pressure at meter to determine necessity of regulators.P bond using full & half -blocks unless noted otherwise. Saw -cut blocks if Wall tile shall be installed over Georgia-Pacific Dens -Shield tile backer board or conditions at jobsite. BEAMS equal and shall be installed to an elevation of 72" or higher as required to non -modular dimensions are required. produce full (uncut) tile throughout the height of the wall. The floor shall be assumptions. All requirements for site preparation and soil compaction specified in the 6. CMU bearing walls shall be minimum 8" thick, & shall be reinforced 5 soils report shall be followed unless more stringent requirements are specified in these shall be laid according to Owner or Architect. Small bullnose trim shall be used The Builder shall test pressure -reducing valves, T&P relief valves & other safety w/truss-type reinforcing every other course. at all edges. Cove trim shall be used at all interior corners, unless otherwise 1. Wood beams shall be #1 Common grade pressure -treated pine or better. 7. Reinforce CMUs vertically by filling cores from footing to top of wall w/grout 6. 2. Beams supporting masonry shall be limestone or reinforced concrete. process in closed cylinder & shall be kiln -dried after treatinf. & rebar. Reinforce CMUs @ corners by filling all such cores from footing to These drawings are intended as general guidelines for purposes of establishing 3. Metal bearns shall be hot -dipped galvanized steel. 3. top of wall w/grout & rebar. Reinforce CMUs within 16" of beam or girder or enameling. Filler shall be tinted to match woodwork on all stained or certain minimum criteria, & do not necessarily represent the final layout, natural -finish surfaces. All knots, pitch pockets & sap streaks shall be shellacked bearing or other concentrated loads by filling all such cores from footing to top members. i before paint is applied. All finished surfaces shall be left smooth, even & free Attachments & Sitework of wall w/grout & rebar at each core. Reinforce 1 CMU core under each end of 5. Roof trusses shall be designed, fabricated & erected in -arc . dance w/the roll -apply any paint on trimwork or other wood. Trim shall be brush -applied system. System shall be designed in accordance with all applicable codes, bond beams by fitting all such cores from footing to top of wall w/grout & rebar only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. "Design Specification for Light Metal Plate Connection Roof Trusses" of the Coverage shall be complete so that no primer or substrate may be seen through at each core. Reinforce all openings in CMU walls larger than 12" in any 1• the finish coat(s). 6. Truss Plate Institute. Truss manufacturer shall provide engineering design & direction w/rebar at all sides of the opening. Extend bars 24" past corners of 2. 14. FIREPLACES & CHIMNEYS opening. Reinforcing bars shall be ASTM A-615 Grade 60 or better, refer to 3' engineer shall prepare calculations for loading & equipment sizing, accessory Verify water pressure at meter to determine necessity of reducing valve. Engineering. Extend hook bars of same size as vertical reinforcing into footing & 4. 5. 1. Fireplaces shall be constructed with Isokern system or equal. 15. lap vertical reinforcing 24" minimum. Install bond beam course w/ 1 #5 2. Flues shall be clay tile or Isokern DM flue system except that triple -wall metal Install GFCI outlets as required by applicable codes. These areas include continuous @ top of all CMU retaining walls & above all door & window match color of fixture unless noted otherwise. flues may be used only with European Copper chimney pots (see below.) openings. 16. 3. Chimneys shall be brick or stucco on 4" minimum masonry. 8. Consult with the structural engineer if CMU walls will be required to act as present Install hardwired smoke detectors with battery backup on all floors. Interconnect 4. Chimney pots for clay tile or Isokem DM flues shall be traditional clay chimney retaining walls. Backfill after first floor is set. 1, detectors sot at all will sound should one detector activate. Verify number of pots equal to Superior Clay. Chimney pots for metal flues shall be equal to 9. Mortar shall be freshly prepared and uniformly mixed. All mortar joints shall be purposes only as the Architect shall not be responsible for king calculations. European Copper metal chimney pots by Jack Arnold. 18. completely filled as the masonry units are laid. 7. 5. Provide additional house ventilation as required in central air duct w/motorized 10. mixed of fluid consistency uniforml mixed. Fill cells Grout shall be Freshly ncy and y 8. fan switched at fireplace. Switch shall have a notification light in switch panel of masonry in vertical reinforcing in lifts not to exceed 48". 2• BATH ACCESSORIES 11. Verify masonry wall reinforcement & turn up equal quantity & sizes of rebar out Some equipm nt shown on other plans may require electrical service, such as of footing at locations for wall reinforcement so that reinforcement is continuous 3. water heaters, condensing units, air -handling units, condensate pumps, etc. . SEALANT NOTES from wall into footing. Hold roof deck panels apart as recommended by decking nufacturer. Electrician shaJl include electrical service to all such equipment. Coordinate with 12. Provide anchor bolts at all reinforced CMU cores as noted above, or if 4. 1. Use materials appropriate to thea application for maximum life and optimum pp p other trades c ncerning items requiring electrical service. Coordinate service & foundation is concrete, provide anchor bolts 48" OC maximum & at all corners installed as noted below. Homeowner shall select accessories. appearance. All joints should be sound, clean, dry & free of contaminants. & edges of op'eRings for connection of framing to concrete or masonry work. 5. 2. 3. 1 2. 3. 4. 5. 6. 7. 13 Caulking or sealant should be applied in accordance with spec data sheets and manufacturer's specific recommendations. Colors shall be selected by homeowner from manufacturer's standard colors. Caulking or sealant shall be installed so that finish surface is smooth, even & regular. Caulking shall be installed at interior dry joints between dissimilar materials as required. 1 Sealant shall be installed at exterior or damp interior joints between dissimilar materials as required. Prime all substrates w/primer as recommended by 2. manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when 3. joint is approximately half -way between design extremes. Use flexible open -cell polyurethane foam backer rods at all butt joints to create a sealant joint no 4 thicker than 1/2 the width of the joint, but in no cases thinner than 1/8" or thicker than 3/8 Lap joint depth shall be no greater than 1/2 the width of the joint. 5 Cabinets & Furniture MILLWORK 6. I`'1, WALL FRAMING All structural members shall be sized to carry all imposed loads by structural 1• engineer. Wall framing &`blocking shall be white pine, spruce, or fir, stud grade or better. All framing & blocking lumber shall be kiln -dried to a moisture content of 19% 2. or better. All wood in contact w/concrete, earth, masonry, or in a moist location shall be pressure-preservative4reated with a water -borne preservative applied by vacuum 3 process in closed cylinder & shall be kiln -dried after treating. Wood blocking shall be solid & shall match the depth of the primary framing members. Provide blocking in wall to secure mounted millwork shelves, fixtures, mirrors, toilet accessories & ot:rer items requiring a permanent attachment to the wall. Interior walls shall be 2x4 studs (3 1/2" thick) & exterior walls shall be 2x6 studs (5 1/2" thick) unless noted otherwise. Exterior walls of garages & other Do not scale drawings. Use only dimensions shown on drawings. If dimensions unheated areas shall be 2x4 studs unless noted otherwise, see drawings. 4. are in question, the builder shall be responsible for obtaining clarification before 7 Headers shall be sized by structural engineer to meet all local live & dead load Res continuing with construction. Builder shall verify all dimensions & conditions at requirements. Install minimum 2x4 liner under each end of all headers. Install 5' J obsite: 2x6 over top plate of Lyall in walls parallel to framing above for sheetrock Ocean Field -verify all dimensions before beginning millwork fabrication. Verify all blocking. Install minimum 3 studs @ beam bearing points unless noted Atlantic kitchen equipment sizes w/homeowner before ordering cabinets. otherwise. FI All cabinet dimensions shown on floor plans or elevations are to primary surface 8 Exterior Wall sheathing shall be minimum 1/2" CDX plywood sheathing. final drawings accordingly. of cabinet. Countertops typically overhang these dimensions & kickspaces 9. Exterior Wall sheathing shall be wrapped in 30 lb. felt or equal. Install as per 6. underhang them. manufacturer's recommendations, making sure to achieve an airtight seal at the A2.1 Provide pre -finished closures, trim or moldings as required to fit walls or furrings. edges of the wrap & at 21 interior joints. Unless otherwise noted, project site considerations shall be the responsibility of the owner P J � ty Builder shall provide adequate wood blocking in walls to secure millwork, 10. Exterior Wall sheathing maybe substituted for Zip wall system or equal, at Insulate all heating or condenser water lines in uninsulated spaces w/tubular shelves, fixtures, mirrors, grab bars & toilet accessories as required to walls. Architect's discretion. Second Level Floor Plan See Finish Schedule for wall, base, floor & other finishes. 11. Exterior structural hardware/ connectors- shall be Stainless steel- high grade for A2.3 All materials shall be moisture -resistant in countertops w/sinks, lavatories or long term exposure to ocean front elements, see engineering for project specific with FEMA flood hazard and/or DEP zones. � other plumbing. Plywood to be covered w/plastic laminate shall be connectors & fasteners Closely coordinate work with all other trades. Maintain ceiling heights & duct cabinet -grade AA fir plywood. All totally concealed wood framing shall be #2 A3.1 7• southern yellow pine. FINISHES 0 Sections and details shown may not cover all cabinet conditions, but are All valves, dampers & other control devices shall be accessible for operation & 8. intended instead to indicate the general design and character of the cabinets. In Exterior Elevations maintenance through accessible ceilings or through access doors or panels cases where no detail is shown, use most similar condition detailed and modify 1. Wallboard & ceiling board shall be screw -attached 5/8" fire -rated gypsum board ELECTRICAL PLAN NOTES for cabinet elevation shown. conforming to ASTM c36-64. Use of this material in lieu of standard 1/2" 9. Building Sections gypsum board will result in a stiffer, straighter, smoother wall at slightly elevated The contractor shall verify all conditions and dimensions a the job site prior to 9. cost. All details used in these drawings are based on 5/8" gypsum board. Route internal &auxiliary drain lines down to floor drain or utility sink in 2. Wallboard @ the shall be equal to Georgia-Pacific Dens -Shield tile backer board. Wall Sections 3. Wallboard @ damp areas shall be equal to screw -attached 5/8" moisture resistant 10. engineer or other individual acceptable to state & cal authorities. gypsum board @ all areas exposed to high humidity levels such as bathrooms. 11. 4. Sheetrock accessories shall be equal to USG. All exposed corners and gypsum 12. plates, openings, sleeves, hangers, slab depressions, or other cornponents as may be board edges shall have appropriate metal accessories. Sheetrock joint treatment Second Level Electrical Plan duct shall extend from intake blower at exterior to return air side of ductwork. materials shall conform to ASTM c476-64. Tape all joints & apply 3 coats of 13. o All framing & blocking lumber shall be kiln -dried to a moisture content of 19/0 joint compound. Sand between coats and after the final finish coat. 14. 5. Tile showers shall be constructed to at least the following minimum standard: operation. Verify gas pressure at meter to determine necessity of regulators.P ' It is theowners and/or contractor's responsibility to obtain a soils exploration e ti' p report. The Wall tile shall be installed over Georgia-Pacific Dens -Shield tile backer board or conditions at jobsite. Coordinate with electrician concerningitems requiring electrical service such as q g equal and shall be installed to an elevation of 72" or higher as required to produce full (uncut) tile throughout the height of the wall. The floor shall be assumptions. All requirements for site preparation and soil compaction specified in the These drawings may not correlate prepared by grouting to slope to drain over a waterproof membrane. Floor tile Coordinate service & ampacity required. soils report shall be followed unless more stringent requirements are specified in these shall be laid according to Owner or Architect. Small bullnose trim shall be used The Builder shall test pressure -reducing valves, T&P relief valves & other safety plans. at all edges. Cove trim shall be used at all interior corners, unless otherwise 1. devices prior to the operation of system. The Builder shall test and balance all noted. is shown or specified. 6. Remove all rust, grease & erection marks from surfaces to be painted. Fill and 2. process in closed cylinder & shall be kiln -dried after treatinf. sand all woodwork with an appropriate filler before beginning work. Filler coats These drawings are intended as general guidelines for purposes of establishing 13. shall be applied after the priming coats are dry on surfaces scheduled for painting 3. Wood blocking shall be solid & shall match the depth of *lie primary framing or enameling. Filler shall be tinted to match woodwork on all stained or certain minimum criteria, & do not necessarily represent the final layout, natural -finish surfaces. All knots, pitch pockets & sap streaks shall be shellacked 4. members. i before paint is applied. All finished surfaces shall be left smooth, even & free arrangement, size, brand name, capacity or other characteristic of the engineered from defects. Brushwork shall show even coatings free from brushmarks. Do not 5. Roof trusses shall be designed, fabricated & erected in -arc . dance w/the roll -apply any paint on trimwork or other wood. Trim shall be brush -applied system. System shall be designed in accordance with all applicable codes, only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. "Design Specification for Light Metal Plate Connection Roof Trusses" of the Coverage shall be complete so that no primer or substrate may be seen through standards & re,quirements of local utility officials. Deviations from the concepts the finish coat(s). 6. D enBesten bathtub). Install 24" towel bar outside tub or shower @ 48" OC AFF (1 per tub or insulation. Insulation shall be of self-sealing type or shall be taped closed Under Beam 3,682 sq ft switch as required. Res Provide panelboards of proper voltage & ampacity for all electrical circuits. More 5• idence System shall be designed in accordance with all applicable codes, standards & - 1551 A0.1 Ocean Blvd. Building Type: Type V Construction Atlantic Beach, FI Plan Notes ELEVATION NOTES Do not scale rawings. Use only dimensions shown on drawings. If dimensions 1. are in question, the builder shall be obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall 2. establish finish floor elevation in consultation with homeowner. Builder shall take into account design intent, including number of steps, water table masonry, 3. etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. See details for exterior materials not shown here. 4. Gutters & downspouts may not be shown for clarity. Homeowner may elect to use rain diverters over doors & walkways in lieu of gutters. Properly -planned 5. French drains in the ground below eaves can carry water successfully away from the house. If utters & downspouts are used, locate to allow drainage to flow away from house, adjacent structures & property line. Locate downspouts in 6. non -visually -offensive locations Do not locate downspouts on front face of house unless shown. The Architect suggests the use of traditional half -round gutters & round downspouts should the homeowner elect to install gutters & downspouts. 1 7. All columns shown shall be Architectural Grade. This grade includes correctly -proportioned base & capital details & proper entasis (taper). 8. Shutters shall be sized to match actual window openings. Mount with hinges & hold in place with shutter dogs located at bottom rail as shown. 9. SIDING NOTES 1( Exterior shingle siding shall be Cedar shake installed on breather fabric or similar. Lap siding shall be cedar. Brick shall be Artisan. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. All siding shall be installed as per Manufacturer's instructions. Mech. Elec. & Plumbing Systems Project Information Index MECHANICAL NOTES bathtub). Install 24" towel bar outside tub or shower @ 48" OC AFF (1 per tub or insulation. Insulation shall be of self-sealing type or shall be taped closed Under Beam 3,682 sq ft switch as required. DESIGN CRITERIA: Provide panelboards of proper voltage & ampacity for all electrical circuits. More 5• tape. System shall be designed in accordance with all applicable codes, standards & Building Classification: Residential A0.1 Title Sheet & Specifications requirements of local utility officials. Design engineer shall preparef calculations Building Type: Type V Construction A1.1 for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare I A1.2 Existing, Demo & New Site Plan final drawings accordingly. Fixtures shall align with or center on each other or with adjacent architectural Support all fixtures & other items rigidly from structure of building. Site Plan Area Calculations Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for from dirt, gravel & other debris which might cause blockages or flow restrictions. A2.1 conflicts. Grilles &registers shall be blocked as required so that they align with complete installation. Unless otherwise noted, project site considerations shall be the responsibility of the owner P J � ty 5. First Level Floor Plan Insulate all heating or condenser water lines in uninsulated spaces w/tubular and/or contractor. Examples of such items include, but shall not be limited to, A22 Second Level Floor Plan foam insulation. Insulation shall be of self-sealing type or shall be taped closed determination of grade elevations, drainage features, and special ' equirements associated A2.3 Roof Plan w/foil-faced tape. with FEMA flood hazard and/or DEP zones. � A2.4 Detached Garage Plans Closely coordinate work with all other trades. Maintain ceiling heights & duct A3.1 Interior trimw rk shall be shapes as shown on drawings. spaces provided. The contractor is responsible for the means and methods of construction. It is the p 0 Exterior Elevations All valves, dampers & other control devices shall be accessible for operation & contractor's sole responsibility to determine the procedure, se uence, and temporary A3.2 Exterior Elevations maintenance through accessible ceilings or through access doors or panels bracing as to insure the safety of the building and its component p s during construction. A3.3 ELECTRICAL PLAN NOTES manufactured for such purposes. maintenance through access doors or panels manufactured for such purposes. M Building Sections All units above ceiling shall have auxiliary drain pans installed below entire unit. The contractor shall verify all conditions and dimensions a the job site prior to 9. Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as Route internal &auxiliary drain lines down to floor drain or utility sink in commencing work. A9.1 Wall Sections utility room or other non-public areas where overflow would be noticed by required by applicable codes for proper maintenance. F.2.1 engineer or other individual acceptable to state & cal authorities. homeowner. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, 10. First Level Electrical Plan Provide fresh air duct to each air -handling unit as per applicable codes. Fresh air plates, openings, sleeves, hangers, slab depressions, or other cornponents as may be E2'2 Second Level Electrical Plan duct shall extend from intake blower at exterior to return air side of ductwork. required to attach and accommodate other work. 2. o All framing & blocking lumber shall be kiln -dried to a moisture content of 19/0 Provide pressure regulators for all gas equipment as required for proper before continuing with construction. Builder shall verify all dimensions & continuous copper tubing without joints. operation. Verify gas pressure at meter to determine necessity of regulators.P ' It is theowners and/or contractor's responsibility to obtain a soils exploration e ti' p report. The 5 conditions at jobsite. Coordinate with electrician concerningitems requiring electrical service such as q g Engineer shall be notified if soil conditions encountered differ from the noted condensing units, air -handling units, condensate pumps, motorized dampers, etc. assumptions. All requirements for site preparation and soil compaction specified in the These drawings may not correlate to any in -field modifications, any discrepancies or Coordinate service & ampacity required. soils report shall be followed unless more stringent requirements are specified in these questions should be reported to the Architect as soon as possible for resolution. The Builder shall test pressure -reducing valves, T&P relief valves & other safety plans. coolers, sensor flush valves & water heaters. Coordinate service & devices prior to the operation of system. The Builder shall test and balance all t is shown or specified. systems prior to completion of the work. ( Square Footage " - GENERAL CONDITIONS PLUMBING 1. System shall be designed in accordance with all applicable codes, standards & Heated / Cooled existing requirements of local utility officials. Design engineer shall prepare calculations TRIMWORK NOTES for pipe & equipment sizing, accessory arrangement, etc., and shall prepare final Garage drawings accordingly. All finish work shall be executed by qualified subcontractors, and shall be filled, 2 Furnish all piping, fittings, accessories, etc. for complete installation. Porches sanded smootii and ready for finishes. Trim materials should be tempered to 3. Insulate all domestic water supply lines in uninsulated spaces w/tubular foam b' d' 1 All fi' h 1 b ld' & ll k h 11 1 2,627 sq ft 570 sq ft 484 sq ft 2 am rent project con rtrons. " ms um er, trim, mo mgs mr wor s a have a moisture content of 12/0 or better. bathtub). Install 24" towel bar outside tub or shower @ 48" OC AFF (1 per tub or insulation. Insulation shall be of self-sealing type or shall be taped closed Under Beam 3,682 sq ft switch as required. 'w/foil-faced Exterior fascia shall be Azek or backprimed solid wood, & screwed @ corners Provide panelboards of proper voltage & ampacity for all electrical circuits. More 5• tape. than one panel may be required due to number of circuits required. Provide a 5• Provide blocking in walls for all bath accessories. minimum of 8 spare circuits. (see Drawings for widths). Finger joint material is NOT allowed. 4. Cleanouts shall extend to surfaces or shall be provided w/access doors or similar locations & types, disconnects at exterior of building, voltages, ampacities & other details of electrical construction. Size all feeders according to NEC Exterior soffits shall be Azek or backprimed solid wood up to 11" in width or requirements. 1. devices. Cap all pipe to be left open overnight &protect pipe during installation Run all cable concealed in walls, ceilings or floors unless noted otherwise. Fixtures shall align with or center on each other or with adjacent architectural Support all fixtures & other items rigidly from structure of building. shall be 1/2" smooth factory -primed exterior hardboard if greater than 11" wide GFCI receptacles may be laid out so that one GFCI receptacle protects other from dirt, gravel & other debris which might cause blockages or flow restrictions. standard receptacles beyond it if there is at least one GFCI receptacle in a room conflicts. Grilles &registers shall be blocked as required so that they align with and if they can all be on the same circuit. Insulate & seal solidly behind receptacles in exterior walls. (see Drawings for widths). Finger joint material is NOT allowed. 5. Center all fixtures in space allocated unless noted otherwise. equipment should be hardwired or requires an outlet & connect as required. Q T . CX Ceilings Attics 3 Exterior cornerboards & casing shall be Azek or backprimed 2x solid wood (see 6.., Lead solder is not allowed. 1 1 U C Drawings for widths). Finger joint material is NOT allowed 7. Closely coordinate work with all other trades. Maintain ceiling heights & pipe 0 2 Interior trimw rk shall be shapes as shown on drawings. spaces provided. 0 CEILING, ATTIC & R00�2AMING M c 8. All valves, cleanouts & control devices shall be accessible for operation & m ,. o ` 0 ELECTRICAL PLAN NOTES U) I 0 maintenance through access doors or panels manufactured for such purposes. M 4• 9. Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as 1. All structural members shall be sized to carry all imposed loads by a structural required by applicable codes for proper maintenance. engineer or other individual acceptable to state & cal authorities. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 10. Coordinate placement of all drains with flooringsubcontractor. Ceiling &roof framing &blocking shall be #2. D s�dthen yellow pine. are in question, the electrician shall be responsible for obtaining clarification 11. All pressure piping located in inaccessible areas such as under slIbs shall be 2. o All framing & blocking lumber shall be kiln -dried to a moisture content of 19/0 before continuing with construction. Builder shall verify all dimensions & continuous copper tubing without joints. or better. 5 conditions at jobsite. Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breakers, 12. Coordinate wi`.h electrician concerning items requiring electrical service such as 3. All wood in contact w/concrete, earth, masonry, or in a moist location shall be disconnects, accessories, etc. for complete installation whether or not every item Iwater coolers, sensor flush valves & water heaters. Coordinate service & pressure -preservative -treated with a water-bom6'pieservative applied by vacuum is shown or specified. ampacity required. process in closed cylinder & shall be kiln -dried after treatinf. These drawings are intended as general guidelines for purposes of establishing 13. Provide expansion valves & pressure relief valves & drain lines from water 4. Wood blocking shall be solid & shall match the depth of *lie primary framing certain minimum criteria, & do not necessarily represent the final layout, heaters. Route drain lines down to floor drain or utility sink in utility room or members. i 6. arrangement, size, brand name, capacity or other characteristic of the engineered other non-public areas where overflow would be noticed by homeowner. If line 5. Roof trusses shall be designed, fabricated & erected in -arc . dance w/the system. System shall be designed in accordance with all applicable codes, is run to exterior, extend line concealed in walls to within 18" of finish grade & "Design Specification for Light Metal Plate Connection Roof Trusses" of the standards & re,quirements of local utility officials. Deviations from the concepts terminate with 90' elbow pointed down. 6. Truss Plate Institute. Truss manufacturer shall provide engineering design & shown on these Drawings should be supported by design calculations. Design 14. Provide pressure reducing valve as required for proper operation of the system. shop drawings which bear the seal of a registered engineer in the state in which engineer shall prepare calculations for loading & equipment sizing, accessory Verify water pressure at meter to determine necessity of reducing valve. work is to be performed. Shop drawings shall indicate the species, sizes & stress 7• arrangement, etc., and shall prepare final drawings accordingly. 15. Seal to wall, floor or countertop around all fixtures with tub & the sealant to grades of lumber, metal connector plate sizes & types & bearing & anchorage Install GFCI outlets as required by applicable codes. These areas include match color of fixture unless noted otherwise. details. Truss manufacturer shall submit supporting design documents which pP g � receptacles in a bathroom, kitchenette, or other area where running water is or are exposed to the weather. 16. Install shower heads 80 OC AFF @wall penetration unless directed otherwise indicate loading, section modulus, assumed allowable s ess, stress diagrams, present Install hardwired smoke detectors with battery backup on all floors. Interconnect by homeowner. calculations & any other required supporting informa n, which is for file 8• detectors sot at all will sound should one detector activate. Verify number of 17. Drains in walls or ceilings shall be cast iron. purposes only as the Architect shall not be responsible for king calculations. smoke detectors required & locations w/homeowner & code requirements. 18. Plumbing shall be PEX or similar, with recirculating hot water. 7. Any hip or valley rafter over 28' long shall be Laminated eer Lumber. s a a Detectors shall be installed in all sleeping areas just outside bedroom s P g J 8. Roof sheathing shall be 5/8" Exposure 1 tongue & ro e plywood hied w/ g p g p y� g minimum. BATH ACCESSORIES waterproof construction adhesive &screwed or nailed 1 OC to framing. OSB Some equipm nt shown on other plans may require electrical service, such as is NOT allowed. water heaters, condensing units, air -handling units, condensate pumps, etc. 9. Hold roof deck panels apart as recommended by decking nufacturer. Electrician shaJl include electrical service to all such equipment. Coordinate with 1. Bath accessories are generally not shown anywhere on plans, but should be 10. Hold roof deck panels away from items penetrating roo eck as recommended other trades c ncerning items requiring electrical service. Coordinate service & installed as noted below. Homeowner shall select accessories. by roof deck manufacturer to allow for expansion & contr tion of roof deck. ampacity required. Provide one duplex outlet & one light if unit is in non -lit 2. Install toilet paper holder 24" OC AFF & minimum 36" OC from wall behind 11. Hip rafters, ridge boards, & valley rafters shall be one size ` r,r than rafters. area for ever, condensing unit & every air -handling unit as required by toilet . 1 per toilet ( P ) 12. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter nes all locations where applicable co es. Outlet shall be weatherproof GFCI if unit is exposed to h 3. Install 18" towel bar in tub on wall opposite shower @ 60" OC AFF (1 per ceiling joists run perpendicular to rafters. weat er. Obtain name plate rating of all equipment before roughing in & provide wiring 4. bathtub). Install 24" towel bar outside tub or shower @ 48" OC AFF (1 per tub or of proper size, voltage & ampacity. Provide fused or non-fused disconnect switch as required. shower). Provide panelboards of proper voltage & ampacity for all electrical circuits. More 5• Job site built recessed shower niche tiles shall slope slightly for drainage. than one panel may be required due to number of circuits required. Provide a 5• Provide blocking in walls for all bath accessories. minimum of 8 spare circuits. Verify service requirements with local power company including transformer LIGHTING locations & types, disconnects at exterior of building, voltages, ampacities & other details of electrical construction. Size all feeders according to NEC requirements. 1. Light fixtures shall be located as close as possible to locations shown on plan. Run all cable concealed in walls, ceilings or floors unless noted otherwise. Fixtures shall align with or center on each other or with adjacent architectural Support all fixtures & other items rigidly from structure of building. elements. Coordinate locations of light fixtures with HVAC grilles so that they GFCI receptacles may be laid out so that one GFCI receptacle protects other align with or are at least symmetrical with each other where there may be standard receptacles beyond it if there is at least one GFCI receptacle in a room conflicts. Grilles &registers shall be blocked as required so that they align with and if they can all be on the same circuit. Insulate & seal solidly behind receptacles in exterior walls. light fixtures. Light fixture & switch locations shall be reviewed & approved by Kitchen equipment service may not be shown on plan. Verify whether Owner or Interior Designer before installation of sheetrock or other wall & equipment should be hardwired or requires an outlet & connect as required. ceiling finishes. Provide circuits sized as required for load. 2. Center items shown in ceiling areas unless noted otherwise. 3. AUXILIARY SYSTEMS - 4. No alarm systems are shown. Verify alarm requirements with homeowner & install as required. 5. Telephone outlets may not be shown. Verify telephone requirements with 6. homeowner & install as required. 7. Computer outlets may not be shown. Verify computer network requirements with homeowner & install as required. 8. Cable TV outlets may not be shown. Verify cable TV requirements with homeowner & install as required. 9. 10. Coffer dimensions are shown to face of framing unless noted otherwise. Switches shall be located adjacent to but not intersecting door casing or trim. Verify trim size & selection for each room. Grouped switches still be ganged tight together & shall be covered with a single plate designed for that purpose. Switches shall typically be mounted 48" AFF to center of switch. Support all fixtures rigidly from structure of building. Verify device & plate colors with Owner or Interior Designer. Consult Owner & add exterior security lighting if required. Verify lighting type & switching. Consult Owner & add landscaping lighting if required. Verify lighting type & switching. Connect all exterior lighting to photocell control relays with timeclock override for time -controllable illumination during darkness All fluorescent lamps shall be warm white deluxe. All light bulbs shall be compact fluorescent bulbs or LED, Owner to lett. These Plans are the property of Michael L. Sherrod / Sherrod Drawings. These Plans are protected by Federal Copyright Laws. Any use of the information contained herein beyond the use authorized by Sherrod Drawings, or any duplication, publication, sale or distribution of any part of these Plans without the prior written consent of Sherrod Drawings. represents a violation of Federal Laws subject to the prescribed penalties. All work is to be in accordance with the latest codes: Local Ordinances: Atlantic Beach, Fl Building Code: 2017 Florida Building Code Residential 6th edition 2017 Florida Mechanical Code Residential 2017 Florida Plumbing Code Residential Electrical Code: 2014 National Electrical Code It is the builder's responsibility to assure that all manufactured articles, material, and equipment are applied, installed, connected, erected, used, cleaned, adjusted, operated and conditioned as directed by the manufacturers, unless herein specified to the contrary. Builder shall follow all instructions to sustain and preserve all expressed or implied warranties and guarantees. It is the builder's responsibility to check all plan dimensions & details for overall accuracy appropriate to the site & final selection of masonry, floor joists, lumber, structural members, veneer, roofing, etc. Names of materials & manufacturers shown on these Plans do not represent any endorsement or recommendation by Sherrod Drawings. Final selections of materials to be used are the responsibility of the homeowner and/or builder, including, but not limited to proper installation of materials, nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing & many other small items & details not necessarily indicated on the Plans over which Sherrod Drawings. has no control or responsibility. These plans provide ideas & concepts & are not intended to be complete in all respects & details of weatherproofing. Use of a potential variety of window or door brands & types & use of different materials & thicknesses can change details. Additionally, varving codes & regulations, foundation requirements & electrical & mechanical plans can also change details. It is the builder's responsibility to assure that all work is in strict accordance with the latest edition of all applicable National, State, and Local Building Codes. It. is the builder's responsibility to assure that all work is in strict accordance with the latest edition of all applicable Construction Standards. Names of materials & manufacturers shown on these Plans do not represent any endorsement or recommendation by Sherrod Drawings. Final selections of materials to be used are the responsibility of the homeowner and/or builder, including, but not limited to proper installation of materials, nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing & many other small items & details not necessarily indicated on the Plans over which has no control or responsibility. Sherrod Drawings shall not be held liable for any errors, omissions, or deficiencies in any form by any party whatsoever for these various details. a) L a) Ul = 21L a 0 Q) U) m r ao 0 N RE 4.), 4 V a, E LL .-o -- - L , W1 Y U ,,, o, fu r 0) c m M 3 r..l M CA U - ^^ 4-J(1) C as -0 fu N 0) �@ Q -v -� " ,o f iv 0 E � m -0 C M U M :, , N - U, U M I"1 v - �•-I - 3 10 l Lr) L ,_ W Ln un ,_J 0 i Q I-- 0 ., .3: a? 00 r --i ro N U) Q) U C (6 0 2 0 M c m ,. o ` 0 U) I 0 M 4.), 4 V a, E LL .-o -- - L , W1 Y U ,,, o, fu r 0) c m M 3 r..l M CA U - ^^ 4-J(1) C as -0 fu N 0) �@ Q -v -� " ,o f iv 0 E � m -0 C M U M :, , N - U, U M I"1 v - �•-I - 3 10 l Lr) L ,_ W Ln un ,_J 0 i Q z On 'I N WLOT 8 LOT 7 W1 i— CONCRETE BLOCK WALL BAY 'Vo REMOVE 00 13" DOUBLE E 8AY .6't lA In REMOV L6 L6 ------ -- u.�voT� r LOT 10 II REMOVE PPILM Lu F" N REMOVE Z O\".PALM U LOT 10 117'0 LOT 13 3NI-1-NO LOT 14 24" r 2 LAUREL OZ� 148.00' REMOVE CONCRETE BLOCK WALL SILT FENCIk AROUND CONSTRUCTION SITE Existing Site Plan LOT 16 OFF DUM LOT 8 SEjT 1/2" IRON PIF�E, LB3672 REMOVE 1 4' WOOD 6„ OA — — — FENCE — — — — — — RE — — — — — — — — — — ,O .� un a jLL p 0 to w w O 0 w c3 U F' U Q 4 Z m N ul) qj U C D I 0 U co ' ;f12EMC?�lE ' U (n t� CONCR T. o 0 U .. U to OO O ro r ,< Z PALM RE QNI 41� �r Lu Z�. W" f PAL jEM SILT FENCIk AROUND CONSTRUCTION SITE Existing Site Plan LOT 16 OFF DUM LOT 8 SEjT 1/2" IRON PIF�E, LB3672 BENCH ARK: SET MAGNAIL IN EDGE O PAVEMENT. ELEVATION =10.88' AVD 1988 DATUM N U COMMUNITY DEVELOPMENT DENIED O LJ z z w w C ,O .� un a jLL p 0 to w I.W. W U O O 0 w c3 U U Q BENCH ARK: SET MAGNAIL IN EDGE O PAVEMENT. ELEVATION =10.88' AVD 1988 DATUM N U COMMUNITY DEVELOPMENT DENIED O LJ C ,O un N 00 m N ul) qj U C �i 0 U co ' U t� 0 U to O ro M I CONCRETE BLOCK WALL td bQ .. .. . . . ..... .... Existing Site Plan Lot Area Calculations 1,387 SQ W F- W W > X 0 U 2 W z 0 ........... ........... .. . .......... BENCHMARK: SET MAGNAIL IN EDGE OF PAVEMENT. ELEVATION = 1 0.88'NAVD 1988 DATUM > 03 L01 di N IN 11 0 2' 6' 81 10' 12' 14' 16' C) LL Existing Lot Coverage Calculations .......... ................... ......... . . ...... Lot Coverage Calculations . .......... Lot 7424: ...... . . ....... 100.00%. Lot 7424. 100 00I Existing Impervious Roofed Structures 1317: 17.741. Proposed Impervious ..... ........... Roofed Structures 2291 30.86% Existing Pervious Driveway ........... ­­­­ . .... ........ ..... . ...... ..... .... 138T .. .................... 18.68% ...................... Proposed I ipervious Roofed garage Structures 599 8.07% ,.Existing Impervious Additional Concrete 776: 10.45% Proposed Impervious Pool Coping & Concrete 300 4.041 .Existing Total Impervious ................ .. . .......................... ........... 3480. 46 88. ................... .... Proposed P rvious wood Pool deck @ 903 ............ 0 0.00%, . .......... .. .. . ......... .. . ...... .. ... . .... .. ................. Proposed Pervious Driveway @ 924 50% 462 6.221; Max Lot Coverage ... ........... . ..... .. ......... . . . . . ...... ....... . . 37121 ............... , ........ .. .............. 50.00%, Proposed Impervious Additional Concrete .. ...... ....... 18 0.24% . .... . ..... . . ­'­­', Drr% n r% c ek,,A Te-. + -n I I n-% r% ,n r% A, ir% i i c 2gz711 A a A!:W-'-� BENCHMARK: SET MAGNAIL IN EDGE OF PAVEMENT. ELEVATION = 1 0.88'NAVD 1988 DATUM > 03 L01 di N IN 11 N C) LL 00 rl r\j (13 (3) .2OO U 4-J ........ ..... . ... ...... N LL Ln (13 (3) U 4-J 4-J V > 0 Lf) Lr) T-1 N 20 RISERS @ 6.9937" = 1 1' 7 7/8" 19 TREADS @ 10 3/4" = 170 1 /4" 12'-011 au, -n -, -1. CP Wall Material Key ,. f. existing wall to remain face brick filler brick firebrick interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) interior 2x6 wood stud wall (all exterior walls are to be 2x6 wood stud walls unless noted otherwise in Wall Sections) new wall finished both sides new wall finished one side 7-5/8" CMU wall PLAN NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes Floor Plan Notes 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. Dimensions shown are to one side of interior walls or to outside face of stud or masonry on exterior walls unless noted otherwise. 3. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. 4. Install perimeter french drains at all exterior footings. Wrap corrugated plastic pipe w/geotextile fabric, surround pipe w/gravel and slope drain to daylight 5. Locate doors so that door casing abuts wall finish of adjacent wall unless noted otherwise or unless door casing is narrower than 3 1/2". In this case, install door frame with appropriate shim space against liner and stud. Do not omit stud or liner to get the door closer to the adjacent wall. In cases where a door is shown approximately in the center of a wall, locate door in the exact center of the wall. 6. Verify window rough opening head height with Elevations. See plans & exterior elevations for window alignments, window types & muntin patterns. Adjust head heights slightly (less than 1 3/8") as required to course with masonry veneer, if any. Provide filler strip between window and masonry sill if required to allow the masonry sill to course with surrounding brickwork. In no case should brick be cut to either course with the head or the sill of a window or door. 7. Window sizes indicated on plans are generic sash sizes. 8. Every sleeping room shall have at least one operable emergency escape and rescue opening. The net clear opening dimensions required shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. 9. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well. 10. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way or into a screen enclosure, where a screen door is provided leading away from the residence 11. Refer to plans & exterior elevations for window types. Coordinate operability of windows & direction of swing of casements w/homeowner. 12. Doors & Windows shall not be ordered, prior to meausuring rough framing. 13. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall match the rooms they serve unless noted otherwise. 14. Coordinate location of utility meters on site to be away from public view and to minimize visual impact from any area of the site. Hold meters as low as possible to allow more effective screening. 15. Install termite shield at any areas where wood may come into contact with masonry at grade; along stem walls, turn -down slabs, and piers. 16. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or other wet or food storage areas. Boric acid shall be installed immediately before installation of insulation in insulated walls or immediately before installation of wall finish in uninsulated walls. Walls with exposed cavities do not need to be treated with boric acid. 17. If gypsum board is used, install moisture -resistant gypsum board in restrooms & other rooms where water is present. 18. Load roof prior to installing drywall. 19. Install nail gaurds on framing at all appropriate locations. 20. Seal all holes from plumbing, wiring, or other uses by installing firestop/draftsop between each floor, and top plate to roof framing. 21. Builder shall coordinate all shelving & storage requirements with homeowner. 22. Center plumbing fixtures in space provided unless noted otherwise. Provide not less than the following clearances from finish wall to fixture on either side: Lavatory: 15". Toilet: 18". 23. No tile slivers shall be allowed, layout tiles prior to setting, and adjust as required. 24. Handrails are required at all interior stairs with 4 or more risers. O U V 1 C ._ o O U O o () 00 m m � N o U Lf1 V c C�5- U �i `o L U �a m O 0 Y) ,... ca 0 m &� U M V 1 LL ._ o U o () m �3 � o U V c C�5- m - o ca U M Ln V Ln v ° ° n Q 4.j A2.1 A A2.2 Second Level Floor Plan 0 2' 4' 6' 8' 10' 12' 14' 16' Wall Material Key existing wall to remain face brick filler brick firebrick interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) 1 interior 2x6 wood stud wall (all exterior walls are to be 2x6 wood stud walls unless noted otherwise in Wall Sections) new wall finished both sides new wall finished one side 7-5/8" CMU wall PLAN NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes Floor Plan Notes 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. Dimensions shown are to one side of interior walls or to outside face of stud or masonry on exterior walls unless noted otherwise. 3. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. 4. Install perimeter french drains at all exterior footings. Wrap corrugated plastic pipe w/geotextile fabric, surround pipe w/gravel and slope drain to daylight 5. Locate doors so that door casing abuts wall finish of adjacent wall unless noted otherwise or unless door casing is narrower than 3 1/2". In this case, install door frame with appropriate shim space against liner and stud. Do not omit stud or liner to get the door closer to the adjacent wall. In cases where a door is shown approximately in the center of a wall, locate door in the exact center of the wall. 6. Verify window rough opening head height with Elevations. See plans & exterior elevations for window alignments, window types & muntin patterns. Adjust head heights slightly (less than 1 3/8") as required to course with masonry veneer, if any. Provide filler strip between window and masonry sill if required to allow the masonry sill to course with surrounding brickwork. In no case should brick be cut to either course with the head or the sill of a window or door. 7. Window sizes indicated on plans are generic sash sizes. 8. Every sleeping room shall have at least one operable emergency escape and rescue opening. The net clear opening dimensions required shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. 9. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well. 10. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way or into a screen enclosure, where a screen door is provided leading away from the residence 11. Refer to plans & exterior elevations for window types. Coordinate operability of windows & direction of swing of casements w/homeowner. 12. Doors & Windows shall not be ordered, prior to meausuring rough framing. 13. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall match the rooms they serve unless noted otherwise. 14. Coordinate location of utility meters on site to be away from public view and to minimize visual impact from any area of the site. Hold meters as low as possible to allow more effective screening. 15. Install termite shield at any areas where wood may come into contact with masonry at grade; along stem walls, turn -down slabs, and piers. 16. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per 2'"ofplate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or other wet or food storage areas. Boric acid shall be installed immediately before installation of insulation in insulated walls or immediately before installation of wall finish in uninsulated walls. Walls with exposed cavities do not need to be treated with boric acid. 17. If gypsum board is used, install moisture -resistant gypsum board in restrooms & other rooms where water is present. 18. Load roof prior to installing drywall. 19. Install nail gaurds on framing at all appropriate locations. ?0. Seal all holes from plumbing, wiring, or other uses by installing firestop /drafts op between each floor, and top plate to roof framing. ?1. Builder shall coordinate all shelving & storage requirements with homeowner. 2. Center plumbing fixtures in space provided unless noted otherwise. Provide not less than the following clearances from finish wall to fixture on either side: Lavatory: 15". Toilet: 18". 3. No tile slivers shall be allowed, layout tiles prior to setting, and adjust as required. 4. Handrails are required at all interior stairs with 4 or more risers. �OMMUNITY DEVELOPMENT DENIED a 0 L L i V) i _V 0 O C N N C O U C N L 3 v L a X Q) 0 r �3 a v U 7 a O L Q L 0 C T E C N L a C ra N E U_ rn C m in a a) L v a� a 0 0 L v t U _v Z 00 1-10 N O 00 M N Ln 7t 0 V — vE LL ._ o -p V U o N m �3 �] U L - E \ , i v - o /0 V c� N U Y V C L' 1 L L Ln V 0 ` Q 0 A2.2 0 U t v/ Lo A2.3 C O v/ n� W 00 r -i M N L 4J U C O U f6 U c . =a m 0 U C .. O m t C Lo A2.3 Garage Roof Plan 12 6I Side Elevation C oRA�» A3. 1 Side Elevation A2�4 Wall Section through Rake O N 5'-1 O" 36x60 Single Hung 2 A2. eave flashing over PT edge strip 4 5-V metal roofing over Peel -N -stick over A3.3 rake flashing over PT edge strip 5-V metal roofing over Peel -N -stick over O plywood roof deck over trusses or rafters -see engineering for rafter or truss sizes • :. ' a 11700r . \\� 6 SIN PT soffit w/2x6 raking frieze 1x2 fascia over 1x6, allow for 101, W m 1/4" drip N 32" x 84" Z U) w Lap siding over waterproof building paper over exterior sheathing on insulated wall w/interior finish as detailed elsewhere z VA w x ceiling attached to framin 48" FLUORESCENT CEILI LIGHTS ceiling attached to framin flashing, run up behind siding, and out a_ to drip over 2x8 frieze PT soffit w/2x8 frieze 2" x 84" 15 -lite Lap siding over waterproof building paper uS `o 1x2 fascia over 1x6 allow for over exterior sheathing on insulated wall U provide service 1/4" drip w/interior finish as detailed elsewhere Lap siding over waterproof building paper U for garage door _JC over exterior sheathing on insulated wall o� base flashing, run up behind siding and out 7 w/interior finish as detailed elsewhere m. to drip over sloped base cap over PT 2x6 over O • 2 stucco finish as shown N ^1a1 EXHAUST PT 2x6 sill plate on termit bolted to l m a� concrete footing 24" OC base flashing, run up behind siding and out FAN W/LIGHT 4" 3000 PSI fiber reinforced concrete slab w/ to drip over sloped base cap over PT 2x6 over WWF 6x6xW2.9xW2.9 with 245's continuous —� stucco finish as shown & 44's 24" OC VB over 4" ravel drainage -fill N i i over compacted earth Z concrete footing 24" OC W turn down footing reinf)rce w #5's m `• COni1nU0US & #4'S 24" OC On 3" L AR J" L AR •• -: - compacted earth WWF 6x6xW2.9xW2.9 with 295's continuous 8" 11 I A2�4 Wall Section through Rake O N 5'-1 O" 36x60 Single Hung 2 A2. eave flashing over PT edge strip 5-V metal roofing over Peel -N -stick over plywood roof deck over trusses or rafters O \ \ .:.•.see, •' : •• •. �` 12 11700r . \\� 6 5 o A3.3 N 32" x 84" 00 \\ fiberglass or blown insulation 7�0 Poo ath M N 48" FLUORESCENT CEILI LIGHTS ceiling attached to framin qj a_ PT soffit w/2x8 frieze 2" x 84" 15 -lite a 0 uS `o 1x2 fascia over 1x6 allow for U provide service 1/4" drip Lap siding over waterproof building paper U for garage door 0) , over exterior sheathing on insulated wall -O 7 w/interior finish as detailed elsewhere m. O • 2 N ^1a1 EXHAUST l m a� base flashing, run up behind siding and out FAN W/LIGHT to drip over sloped base cap over PT 2x6 over QJ 3., —� stucco finish as shown N i PT 2x6 sill plate on termite bolted to concrete footing 24" OC 4" 3000 PSI fiber reinforced concrete slab w/ I N WWF 6x6xW2.9xW2.9 with 295's continuous I I I & 44's 24" OC VB over 4" ravel drainage -fill Z over compacted earth X I I Z $e o ~;J _ Z U.1 turn down footing reinforce w #5's LU in ... ........ continuous & #4's 24" OC On 3" L AR 3" L AR M .: O compacted earth 8" J,_011 12'-0" 28'-6" Wall Section through Eave 36x60 Si4gle Hung 101-81, 3'-8" 17-8" Garnore Floor Plan 0 2 4' 6' 8' 10' 12' 14' 16' t PLAN NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes oRA�» A3.1 Front Elevation 42" O O o N 32" x 84" 00 7�0 Poo ath M N 48" FLUORESCENT CEILI LIGHTS qj 4-1 U 2" x 84" 15 -lite uS `o U provide service cLa U for garage door 0) , _C -O 7 opener m. O • 2 N _ EXHAUST l m FAN W/LIGHT QJ 3., —� 5'-3.. N o O ^ N I I I I I I � on Garage 0 x M O to po That exteri r li 3'-8" 17-8" Garnore Floor Plan 0 2 4' 6' 8' 10' 12' 14' 16' t PLAN NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes oRA�» A3.1 Front Elevation ._ o U �o N m �3 U ._ :D r1 , a -J V� C Z 4-J C v — 0 E m — o C: o v V1 U Q v ._ +� 3 _M l U.) W Ln o r -I D ( Q T2 .Q) A2.4 O O N 00 M N Ln qj 4-1 U c uS `o U cLa U 0) , _C -O 7 m. O • P U N O l m ._ o U �o N m �3 U ._ :D r1 , a -J V� C Z 4-J C v — 0 E m — o C: o v V1 U Q v ._ +� 3 _M l U.) W Ln o r -I D ( Q T2 .Q) A2.4 Note: Details of the door or window are not shown here. The intent of this drawinT�s is only to illustrate exterior trimwork. Consult Architect is there are any questions concerning these conditions. stucco wall as detailed elsewhere (see schedules, details & specifications) on CMU wall window head flashing run 6" up behind bond beam and out to drip as shown - CMU bond bea sheetrock return rx PT door casing on nailer stucco head shaped as shown w/r/z" drip & stucco head return under CMU—_ wall as detailed elsewhere (see schedules, details & specifications) ix PT window casing on nailer window (see Drawings for type, size & design) I PT ix window 2x4 sleepers 16" OC w/interior finish as detailed elsewhere window sill flashing run up over PT ix sill and out to drip as shown over stucco finish sloped concrete W U ILa N 2— C Window Jamb Interior Note: This detail is typical in nature, and is intended to outline the general procedures for flashing & jamb -wrapping doors & windows. Opening sizes shown here are purely schematic. See Floor Plans and/or Door & Window Schedules & Elevations for sizes of openings. See Wall Sections for thickness of wall. Step 1: Extend sill flashing 6" minimum each side of opening or 2" past edge of jamb casings (if larger than 6") for woo openings & wrap up over sub -sill Step 2: Extend 10 mil vinyl jamb wrap 6" minimum each_si c -- seal these locations thoroughly with exterior sealant cut jamb wrap at angh. own w ere wrap meets sill & extend over s flashing as shown Note: Vinyl jamb wrap is not sht door & window details for clari should be installed on all exteri openings as shown here. Step 3: Install head flashing ove flashing& extend head flashing minimum each side of opening Note: Head flashing should be ru behind wall sheathing; whenever possible. 6. A3.1 Opening Flashing Detail :5 Note: Details of the door or window are not shownhere. The intent of this drawing is only to illustrate exterior trimwork. Consult Architect if there are any questions wall as detailed elsewhere (see schedules, details & specs) — door head flashing run up 6" and out over drip cap as shown 1/4" REVEAL - rvo A3 G1 DOOR, CASEMENT OR TRANSOM MULLION 1t �o A3N t DOORHEAD H & JAMB SECTION/ELEVATION SCALE 1 OilA3.1 Note: Details of the door or Winciolxr are not shmvil here The intent of this drawing is orAy to illustrate exterior trimwork. Consult Architect if there are any questions concerning these conditions wall as detailed elsewhere (see schedules, details & specs) vindow head flashing run up 6" and out over drip cap as shown ill 4 WINDOW HEAD & JAMB v L .rn L Q 0 0 .c a� r u Z 00 0 N LAu 0 s. oce uetaus roc extenor materials not shown here. �, wcasap t�cir siu sIaaped a� �hr�wn �Vcr' 11 flashing ass t _ n 1 a (aura salt & #lashing under dcezrasirl both sides; e tend 4. Gutters & downspouts may not be shown for clarity. Homeowner may elect to i flashing € rrutrrtrtim fiartlar &':nriaz'3" oint 2 I • p use rain diverters over doors & walkways in lieu of gutters. The Architect N _ v E 8 p @ window sill on PT zx window "buck" ' .. t0 suggests omitting gutters if there are any trees in the general vicinity of the LL ._ o house since stopped -up gutters overflow, eventually rotting eave trim. I Y -p er Propg lanned French drains in the ground below eaves can carry water ��II 1 -'a' °m i successfully away from the house. If gutters & downspouts are used, locate to ^ l m allow drainage to flow away from house, adjacent structures & property line. V./ U o stucco wall as detailed elsewhere (see I m 3 Locate downspouts in non -visually -offensive locations Do not locate N CMU wall details &specifications) over I N Y U downspouts on front face of house unless shown. The Architect suggests the use - :: m of traditional half -round gutters & round downspouts should the homeowner 3 N o elect to install gutters &downspouts. orchz terrace or patio floor, system as detail edelse where, (see s&edi les, U S• All stucco joints shown on elevations are control joints unless noted otherwise. tletils & spdcificatiazis) _ Space stucco joints equally as shown unless noted otherwise. foundation wall as detailed elsew -it re+, • TRI I 6. C6 -V All columns shown shall be Architectural Grade. This grade includes correctly -proportioned base & capital details & proper entasis (taper). '7. Shutters shall be sized to match actual window openings. Mount with hinges & � �@ Window Head, Jamb & Sill Section/Elevation t t/2, hold in place with shutter dogs located at bottom rail as shown. It is the °1WtG" DOOR SILL & AMB SECTION/ELEVATION Q � A3. 1 Architect's opinion that it is better to use no shutters at all than to use the A3. 1 J 1' O" A3. 1 WINDOW JAMB & SILL SECTION�ELEV. common fake screwed -on type. w _ 8. Double windows shall not be constructed from the factory ganged together, all -d C - double windows shall be seperated by a vertical wood mullion. ^ l > F- - o ly W U Ln s 12^ l L0 v o W 6 12 hingle roofing 2X6 + � fascia 6 12 6 x �p cedar shake siding N N �— flashing i 1 beam A3.3 column q J9 A3.3 handrail m N M —porch entablature 10 A3.3 wood column stucco finish steps Front Elevation 0 2' 4 6' 8' 10' 12' 14' 16' _ 10'- 1 1/8" HOUSE TOP PLAT _ 8'-1 1/4" HEAD HEIGHT beam --- column — handrail _. porch entablature 1 1'-8 1/4" 2ND FLOOR _ 10'-1 1/2" HOUSE Top PLATE 8'- i 1 /4" Jo HEAD HEIGHT wood column - stucco finish ,_—— finished grade HOUSE 1 ST FLOOR _0 0 a� L U) fo m 5 U_ E 0 0 C v C O U C N 3 m a X a� v t +J 0 t 3 Q) U U 7 0 CL v L v 0 C c a M 0 rn c 3 m D C C o E U Is C .3 0 0 LZ Ln C O N 00 r -I M N \ Vn N 4,, U vi `o c 0 U.. C m 0 U U),. 0 m . s. oce uetaus roc extenor materials not shown here. �, wcasap t�cir siu sIaaped a� �hr�wn �Vcr' 11 flashing ass t _ n 1 a (aura salt & #lashing under dcezrasirl both sides; e tend 4. Gutters & downspouts may not be shown for clarity. Homeowner may elect to i flashing € rrutrrtrtim fiartlar &':nriaz'3" oint 2 I • p use rain diverters over doors & walkways in lieu of gutters. The Architect N _ v E 8 p @ window sill on PT zx window "buck" ' .. t0 suggests omitting gutters if there are any trees in the general vicinity of the LL ._ o house since stopped -up gutters overflow, eventually rotting eave trim. I Y -p er Propg lanned French drains in the ground below eaves can carry water ��II 1 -'a' °m i successfully away from the house. If gutters & downspouts are used, locate to ^ l m allow drainage to flow away from house, adjacent structures & property line. V./ U o stucco wall as detailed elsewhere (see I m 3 Locate downspouts in non -visually -offensive locations Do not locate N CMU wall details &specifications) over I N Y U downspouts on front face of house unless shown. The Architect suggests the use - :: m of traditional half -round gutters & round downspouts should the homeowner 3 N o elect to install gutters &downspouts. orchz terrace or patio floor, system as detail edelse where, (see s&edi les, U S• All stucco joints shown on elevations are control joints unless noted otherwise. tletils & spdcificatiazis) _ Space stucco joints equally as shown unless noted otherwise. foundation wall as detailed elsew -it re+, • TRI I 6. C6 -V All columns shown shall be Architectural Grade. This grade includes correctly -proportioned base & capital details & proper entasis (taper). '7. Shutters shall be sized to match actual window openings. Mount with hinges & � �@ Window Head, Jamb & Sill Section/Elevation t t/2, hold in place with shutter dogs located at bottom rail as shown. It is the °1WtG" DOOR SILL & AMB SECTION/ELEVATION Q � A3. 1 Architect's opinion that it is better to use no shutters at all than to use the A3. 1 J 1' O" A3. 1 WINDOW JAMB & SILL SECTION�ELEV. common fake screwed -on type. w _ 8. Double windows shall not be constructed from the factory ganged together, all -d C - double windows shall be seperated by a vertical wood mullion. ^ l > F- - o ly W U Ln s 12^ l L0 v o W 6 12 hingle roofing 2X6 + � fascia 6 12 6 x �p cedar shake siding N N �— flashing i 1 beam A3.3 column q J9 A3.3 handrail m N M —porch entablature 10 A3.3 wood column stucco finish steps Front Elevation 0 2' 4 6' 8' 10' 12' 14' 16' _ 10'- 1 1/8" HOUSE TOP PLAT _ 8'-1 1/4" HEAD HEIGHT beam --- column — handrail _. porch entablature 1 1'-8 1/4" 2ND FLOOR _ 10'-1 1/2" HOUSE Top PLATE 8'- i 1 /4" Jo HEAD HEIGHT wood column - stucco finish ,_—— finished grade HOUSE 1 ST FLOOR _0 0 a� L U) fo m 5 U_ E 0 0 C v C O U C N 3 m a X a� v t +J 0 t 3 Q) U U 7 0 CL v L v 0 C c a M 0 rn c 3 m D C C o E U Is C .3 0 0 LZ 1 A3.1 N IZ M. A3.2 9 PLAN NOTES ELEVATION NOTES TRIMWORK NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions t are in question, the electrician shall be responsible for obtaining clarification are in question, the builder shall be responsible for obtaining clarification before 1. All finish work shall be executd by qualified subcontractors, and shall be filled, before continuing with construction. Builder shall verify all dimensions & continuing with construction. Builder shall verify all dimensions & conditions at sanded smooth and ready for finishes. Trim materials should be tempered to conditions at jobsite: jobsite. ambient project conditions. All finish lumber, trim, moldings & millwork shall 2. See A0.1 for specifications & Notes 2. Finished grade lines shown are approximate. Verify that finished grade slopes have a moisture content of 12% or better. 3. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and away from building for at least 48" outside building perimeter. Builder shall 2. Exterior fascia shall be Azek or backprimed solid wood, & screwe @ corners glass doors on the seaward and shore parallel sides of the dwelling shall be tinted establish finish floor elevation in consultation with homeowner. Builder shall (see Drawings for widths). Finger joint material is NOT allowed. to a Transmittance Value of 45% or less through the use of tinted glass, window take into account design intent, including number of steps, water table masonry, 3. Exterior soffits shall be backprimed solid wood up to 11" in width or shall be film or screens. (b.) All lighting will comply with types of lighting authorized by etc. Builder shall also assure that there is adequate clearance between finish grade 1/2" smooth factory -primed exterior hardboard if greater than 11" wide (see the general Permit." & any wood construction. Drawings for widths). Finger joint material is NOT allowed. 4. Sea turtle protection requirements F.A.0 62B-34.070(4) :All lighting will 3. See details for exterior materials not shown here. 4. Exterior cornerboards & casing shall be backprimed 2x solid wood (see comply with types of lighting authorized by the general Permit." 4. Gutters & downspouts may not be shown for clarity. Homeowner may elect to Drawings for widths). Finger joint material is NOT allowed 5. See Electrical Plans for Exterior Light Fixture cut sheet & Selections use rain diverters over doors & walkways in lieu of gutters. The Architect 5. Interior trimwork shall be shapes as shown on drawings. Space stucco joints equally as shown unless noted otherwise. SIDING NOTES suggests omittingutters if there are an trees in the ene 1 i i it f h i 12 5 2x6 corner board -- M iV m shingle roofing drip cap porch et BRICK NOTES V) g y g rav-yoe house since stopped -up gutters overflow, eventually rotting eave trim. ELEVATION NOTES .j Properly -planned French drains in the ground below eaves can carry water successfully away from the house. If gutters & downspouts are used, locate to 1. All masonry shall be laid plumb, true and square w/filled joints. No work shall allow drainage to flow away from house, adjacent structures & property line. I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions be done subject to freezing conditions. All exposed work shall be acid -washed in Locate downspouts in non -visually -offensive locations Do not locate are in question, the electrician shall be responsible for obtaining clarification strict accordance w/brick & mortar manufacturers' instructions & rinsed to 0 downspouts on front face of house unless shown. The Architect suggests the use before continuing with construction. Builder shall verify all dimensions & remove all acid & mortar residue. Air space behind brick work below flashing at c 0 of traditional half -round gutters & round downspouts should the homeowner conditions at jobsite. finish grade shall be filled with grout (see wall section). Newly laid masonry shall m . elect to install gutters & downspouts. 2. See A0.1 for specifications & Notes not be disturbed in any manner. Any section which has been disturbed before 5. All stucco joints shown on elevations are control joints unless noted otherwise. mortar has set shall be completely removed & re-laid. Protect masonry work Space stucco joints equally as shown unless noted otherwise. SIDING NOTES from moisture and temperature changes at the end of each day's work. 6. All columns shown shall be Architectural Grade. This grade includes 2. Face brick shall be type SW modular size (2 1/4" x 3 5/8" x 7 5/8") & shall be I correctly -proportioned base & capital details & proper entasis (taper). selected by homeowner or Architect. Face brick shall meet the requirements of 7• Shutters shall be sized to match actual window openings. Mount with hinges & 1. Exterior shingle siding shall be Cedar shake installed on breather fabric or similar. ASTM Designation C-216. Prewet brick if Initial Rate of Absorption exceeds hold in place with shutter dogs located at bottom rail as shown. It is the 2. Brick shall be Owner Selected, primed & painted. 30 grams per minute in an area of 30 square inches. Do not prewet brick Architect's opinion that it is better to use no shutters at all than to use the 3. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. otherwise. Prewetting should be accomplished by thoroughly wetting the pallet common fake screwed -on type. 4. All siding shall be installed as per Manufacturer's instructions. or stack of brick 24 hours before they are to be laid, allowing the surfaces of the 8. Double windows shall not be constructed from the factory ganged together, all 5. Exterior trim shall be Azek or similar, backprimed solid wood, & screwed brick to dry before laying. double windows shall be seperated by a vertical wood mullion. corners (see Drawings for widths). Finger joint material is NOT allowed. 3. Mortar shall be freshly prepared and uniformly mixed in the ratio by volume of 1 part cement, 1 part lime putty, 6 parts sand & shall conform to ASTM 270 and STUCCO NOTES to BIA Designation M1-72. Lime putty may be omitted if plastic type cement is used. All mortar joints shall be completely filled as the masonry units are laid. 4. Mortar color shall be selected by Homeowner or Architect. 1. Stucco veneer options, including but not limited to true 3 -coat stucco system, 5. Mortar joints shall be tooled joints. Pattern shall be selected by Homeowner or hard -coat, soft -coat, mechanically -attached, adhesive -attached, etc. Architect. should be reviewed by any user of these plans & disclosed to the 6. Temporary brick wall shall be built for selections. homeowner, if any, in advance of construction. Issues associated with 7. Provide and install corrugated masonry ties 24" OC vertically & horizontally. the various stucco veneer options should also be reviewed & carefully 8. Provide cotton weeps immediately above flashing. Extend weeps 3" minimum considered, such as the stucco system's weatherability, durability, cost, past back face of masonry veneer, curling into air space as required. Extend maintenance, potential problems associated with moisture, local climate weeps past front face of masonry veneer & trim to flush w/finish surface after conditions, availability of insurance coverage, availability of termite masonry veneer is cleaned. protection, availability of loans & restrictions thereto, etc. Regardless of the stucco system selected, it is the builder's responsibility to ensure that all manufacturer's instructions/specifications are exactly followed. 2. All stucco joints which are to be centered over an architectural element are delineated with a crosshair at the object they are to center on. Any joints between centered joints shall be equally spaced. 3. All stucco joints which are to be centered over an architectural element are delineated with a crosshair at the object they are to center on. Any joints between centered joints shall be equally spaced. 4. Stucco finish shall be smooth sand. 5. ASTM standards shall be met for ALL stucco applications. 6. Stucco over wood frame shall meet ASTM C-926 and ASTMC-1063. i 12 5 2x6 corner board -- M iV m shingle roofing drip cap porch et V) ,O .j N I rn CV Ln U c 0 0 c 0 c m . o U N .. O co I Liu: .. . . ... ... i 12 5 2x6 corner board -- M iV m shingle roofing drip cap porch et 10'- 1 1 /8" RUSE TOP PLATE J 8'-1 114" Jk HEAD HEIGHT 1 1'-8 1/4" 2ND FLOORgk T- -------------- HousEToP blature PLATE INN M I N MMMIM MEN 11 Rear Elevation 0 2' 4' 6 ` 8' 10' 12' 14' 16' M, E u V) ,O .j N DO rl rn CV Ln U c 0 0 c 0 c m . o U N .. O co .. . . ... ... 10'- 1 1 /8" RUSE TOP PLATE J 8'-1 114" Jk HEAD HEIGHT 1 1'-8 1/4" 2ND FLOORgk T- -------------- HousEToP blature PLATE INN M I N MMMIM MEN 11 Rear Elevation 0 2' 4' 6 ` 8' 10' 12' 14' 16' M, E u 4� 1 V - vE LL .-o v v ` 3 N U o, N = Ica �3 U AAll 4-J v W C C3 fu W > L.. - E .� ca - o (a N U (� 3 ^ 11 L0 L i �Ld Ln un ` Q N A3.2 V) ,O .j N DO rl rn CV Ln U c 0 0 c 0 c m . o U N .. O co 4� 1 V - vE LL .-o v v ` 3 N U o, N = Ica �3 U AAll 4-J v W C C3 fu W > L.. - E .� ca - o (a N U (� 3 ^ 11 L0 L i �Ld Ln un ` Q N A3.2 i MATERIAL KEY BUILDING SECTION NOTES 4" CMU wall 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before 8" CMU wall continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. All structural information shown is for reference purposes only. Builder shall i concrete have a local licensed structural engineer review actual site conditions & design all structural elements such as framing, footings, foundation walls & slabs. Their masonry veneer design must take into account locally -required live loads, wood species, and types of joists and rafters (dimensional lumber, LVL, metal- or plywood -web truss -joists, etc.,) any of which may vary with your locality, contractor, and building material supplier. 3. Building sections are abstracted outlines of actual building components. See wall sections & other details for actual configurations. 4. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with Homeowner, or Architect. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. S. See details for exterior materials not shown here. 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be less, depending on number of top & bottom plates (see wall sections). 7. Floor system dimensions are to top of plywood floor decking and bottom of joist, which typically coincides with top of wall plate for walls below or bottom of wall plate for walls above. 8. Masonry dimensions are to top of brick or CMU. 9. Because of drawing limitations, section cut lines on floor plans may be shown cutting through doors, windows, or other openings. But some building sections may not show openings for clarity. 10. Because of the scale of building sections, items beyond the section plane such as doors, windows, cabinets, etc., are typically not shown unless they are required to communicate the intent of the drawing, such as columns beyond that support a porch beam. siding over exterior sheathing over wall as detailed ellsewhere metal base flashing; shaped as shown installed w/continuous cleat so that there are no exposed fasteners io s- A3.3 WALL TO ROOF FLASHING DETAIL i3o„ RAKE FLASHING DETAIL -q Handrail Section/Elevation A3.3 3/4" COLUMN DETAIL oa5�, A3.3 metal drip edge flashing (see Specifications) bent as shown (run flashing up as shown under roofing felt over PT 1x8 — Eave Flashing Detail face of beam, face of beam & face of columns must align 2x2 w/1 1/4" quarter round below as shown column cut from 1x12's wrapping structural column (see framing pplan for size of structural column; rovlde column sized to carry loadifnot shown but in no case less than 4x4; locate column within column casing as required by beam location shown in wall sections) -- column bas from 1x10 FV - /2O" A3.311 Note: stack rafters over wall studs so that loads are closely transferred as shown. install hurricane clip to tie every rafter to double top plate and another clip to tie top plate to every stud; engineer to determine clip specification to meet or exceed all wind load requirements, and rents of local authorities, but in no case sh ll clip be less than Simpson x8 --�- 1 '-O" A3.3 ME 0 c%Av O O_ rn N RAFTER -WALL STRAPPING ieathe entire house in 1/2" plywood :ack upper level studs over lower level studs so that wind strapping ties studs together zstall 1-1/4" wind strapping 32" OC (every other stud w/101) nails; engineer to determine end lap to meet or exceed all wind load requirements, and requirements of local authorities a J 3/4" Square 10" Column ','o" A3 3 STRAPPING Qg INTERMEDIATE FLOORS oaB�� A3.3 Transverse Building Section Rear Elevation 0 2' 4' 6' 8' 10' 12' 14' 16' 3 I m m 0 0 L V 00 0 N u T� t A3.3 O O_ N 00 M N U) fuv U E L 0 U c`a c , U c -a - 0 0 m T� t A3.3 eave flashing w/continuous cleat anchored to continuous pt 1x8 eave backing Roofing on roofing felt over plywood roof deck over rafters or trusses $�jee�g��• \ rd�ror 12 ... �� 6 sheetrock ceiling attached to framing spray foam insulatio 1x2 drip on lxg fascia w/soffit Cedar shingle fmish on breather fabric over waterproof building paper over exterior sheathing on insulated wall w/interior finish as detailed elsewhere wall to roof flashing plywood floor deck on floor joists (see Floor Framing Plan) w/band joist at perimeter_----- -----.,, 18" FLOOR TRUSSES sheetrock ceiling attached to floor framing 2x8 top plate bolted to CMU wall stucco finish on 8" CMU filled block 6 A3.3 V -4 - IL it D -yw 3 A3.3 eave flashing w/continuous cleat anchored to continuous pt 1x8 eave backing--_ Roofmg on roofmg felt over plywood roof deck over rafters or trusses beaded board porch ceiling on 2x4 ceiling framing 24" OC beam: 1x10 frieze w/bottom member cut from 1x12 & notched both ends 3/8" as shown for d 5t8" column beyond - WALL SECTION NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions. are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. All structural information shown is for reference purposes only. Builder shall have a local licensed structural engineer review actual site conditions & design all. structural elements such as framing, footings, foundation walls & slabs. Their design must take into account locally -required live loads, wood species, and types of joists and rafters (dimensional lumber, LVL, metal- or plywood -web truss -joists, etc.,) any of which may vary with your locality, contractor, and. building material supplier. 3. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with Homeowner, or Architect. 4- Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. _co S. See details for exterior materials not shown here. o 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be less, depending on number of top & bottom plates (see wall sections). 7. Floor system dimensions are to top of plywood floor decking and bottom of joist, which typically coincides with top of wall plate for walls below or bottom of wall plate for walls above. 8. Masonry dimensions are to top of brick or CMU. 9. Because of drawing limitations, section cut lines on floor plans may be shown cutting through doors, windows, or other openings. But some building sections may not show openings for clarity. zo. Because of the scale of building sections, items beyond the section plane such as doors, windows, cabinets, etc., are typically not shown unless they are required to communicate the intent of the drawing, such as columns beyond that support a porch beam. 5 12 A3.3 3 i Elm A3.3 RNV nn'• .'nn... see engineering for rafter or truss sizes - spray foam insulation sheetrock ceiling attached to framing 2x10 frieze Cedar shingle finish on breather fabric over waterproof building paper over exterior sheathing on insulated wall w/interior finish as detailed elsewhere— run flashing & waterproofing membrane up wall plywood floor deck on floor joists (see Floor Framing Plan) w/band joist at perimeter_--�_ IL i o 18" FLOOR TRUSSES sheetrock ceiling attached to floor framing �. 2x8 top plate bolted to CMU wall J stucco finish on 8" CMU filled block Roofing on roofing felt over plywood roof deck over rafters or trusses rake flashing w/continuous cleat anchored to continuous pt 1x8 eave backing Cedar shingle finish on breather fabric over waterproof building paper over exterior sheathing wall to roof flashing ---- lx2 drip on 1x8 fascia w/soffit beaded board porch ceiling on 2x4 ceiling framing 24" OC beam: 1x8 frieze w/bottom member cut from 1x6 & notched both ends 3/8" as shown for column beyond -10D 0 IPE decking over 2x4 PT sleepers on waterproof membrane over 3/4" PT plywood over framing & beam as designed by engineering over hang plywood 1" to drip Apply hydrostop coat over plywood, install deepers-16'_OCk.apply 2nd coats— hydrostop coating over sleepers & plywood �qa ALL PT PORCH FRAMING & PT 2X10 DECKING \beaded board porch ceiling attached to floor joists create drip for waterproof membrane in 2� i material and behind 1x4 fascia cove moulding over 1x8 frieze w/1x1 on 1x6 architrave, w/soffit to match column j width, notch both ends 3/8" as shown for dri i beam: 3/4" quarter round on vertical 1x4 attached to sleepers overhanging PT plywood AC4 0 8'-O" V-4" V-4" 9 31 10 A3.3 1 a_ 4 A3.3 ^IN R_ Ir 0 W - a O b cr) U) W m At CD 0 b) d' 0 u 91 V - vE o � V l UU QC, 'v C N m �3 U (� 4-J C: dS C� Q Q) N v • 4- -r O C \ > i v — o C: o V Cuto M U h--� O v .- Lr) V Q 0 Q �' A9.1 N 00 M N in Q) U C L 0 U , m c U rn , c . m . o ' U 0 m V - vE o � V l UU QC, 'v C N m �3 U (� 4-J C: dS C� Q Q) N v • 4- -r O C \ > i v — o C: o V Cuto M U h--� O v .- Lr) V Q 0 Q �' A9.1 oRA E2. i Note: All cover plates shall be Jumbo size. . See Finish Schedules for size of base for V) each room. It shall be the electrical LL ._ o contractor's responsibility to coordinate ,O � V baseboard sizes with other trades. U N Y 7_7 o, fherruosfat (where applicable),___- switch (see plans for type) door casing (as detailed elsewhere) LQ -1 o m �3 U .receptacle turned horizontally 90° to O vertical as shown) �t baseboard over 6 1/ " on the flat face . of baseboard U 4-J C N N O_ 'p Umo(n E2.1 ELECTRICAL OUTLET LOCATIONS 1 "� First Level Electrical Plan 0 2' 4' 6' 8' 10' 12' 14' 16' C Electrical Plan Key i5a 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5252. }i i5a 125v duplex GFCI wall outlet equal to Leviton �1f{ #8oi-65991. 2oa 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5362 served by dedicated 2oa circuit. 0 Split -wired rya r25v duplex wall outlet. ® i5a 125v 3 wire single pole w/ground duplex floor outlet in flush brass floor box. 15a 125-277v single pole switch equal to Hubbell #12o1. c 3 15a 125-277v 3 -way switch equal to Hubbell #1203. �4 15a 125-277v 4 -way switch equal to Hubbell #1203. �D 15a 125-277v dimmer switch. ORecessed or surface compact fluorescent bulb light or LED. 4" square Recessed LED, Elitco Lighting RS41z3oKRF or similar. ® Adjustable eyeball recessed compact fluorescent bulb light. ® Wall -washer recessed compact fluorescent bulb light. Large pendant ceiling fixture. Small pendant ceiling fixture. Wall fixture. Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan includes lights. O Q New doorbell button. New items are generally shown bold as indicated here. Doorbell chimes. (Install transformer in closest available concealed accessible space.) Wired Combination Carbon Dioxide & Smoke detector (120V w/battery backup). Provide in every bedroom, & interior cooking area. Empty wall box for computer or telephone w/3/4" conduit & pull string to above ceiling or to other accessible space. A Telephone wall jack. aExhaust fan w/light. PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes a� v m L L •L Q 0 L U0 v m L V_ 00 0 N O M °' E2.1 IZN V) LL ._ o ,O � V U N Y o, LQ -1 m �3 U M N L!1 N U 4-J C N 'p Umo(n I yv — ° E m — o VI i (a 0 N M U Y � O °' E2.1 IZN LL ._ o � V U N Y o, roJ m �3 U Y ro 4-J 'p E yv — ° E m — o VI i (a N U Y � O V C Ln L L l W Ln v ° r -I ° r j Q °' E2.1 IZN oAA . E2.2 4.. .. .. .. .. .. .. .. .. .. .. .. Note: All cover plates shall beJumbo size. See •Finish Schedules for size of basefor each room. It shall be the electrical contractor's responsibility to coordinate baseboard sizes with other trades. receptacle turned vertically (typical) baseboard up to 6 1/2" tall on the flat face of baseboard 15a 125v duplex GFCI wall outlet equal to Leviton if #8or6S99i. SECOND FLOOR receptacle turned horizontally (9o° to vertical as shown) baseboard over 6 1/2" tall on the flat face of baseboard 15a 125v 3 wire single pole w/ground duplex floor outlet in N Q•- flush brass floor box. FIRST FLOOR M ELECTRICAL OUTLET LOCATIONS E2. i Second Level Electrical Plan 0 2' 4' 6' 8' 10' 12' 14' 16' 10 Large pendant ceiling fixture. Small pendant ceiling fixture. Wall fixture. Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan includes lights. O .� Electrical Plan Key 15a 1i5v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5252. �{ 15a 125v duplex GFCI wall outlet equal to Leviton if #8or6S99i. 2oa 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5362 served by dedicated 2oa circuit. }}s Split -wired 15a z25v duplex wall outlet. ® 15a 125v 3 wire single pole w/ground duplex floor outlet in U flush brass floor box. 15a 125-277v single pole switch equal to Hubbell #1201. �3 15a 125-277v 3 -way switch equal to Hubbell #1203. �4 15a 125-277v 4 -way switch equal to Hubbell #1203. cep 15a 125-277v dimmer switch. ORecessed or surface compact fluorescent bulb light or LED. El 4" square Recessed LED, Elitco Lighting RS4123oKRF or similar. ® Adjustable eyeball recessed compact fluorescent bulb light. ® Wall -washer recessed compact fluorescent bulb light. Large pendant ceiling fixture. Small pendant ceiling fixture. Wall fixture. Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan includes lights. O .� New doorbell button. New items are generally shown bold as indicated here. Doorbell chimes. (Install transformer in closest available concealed accessible space.) ® Wired Combination Carbon Dioxide & Smoke detector (12oV w/battery backup). Provide in every bedroom, & interior cooking area. Empty wall box for computer or telephone w/3/4" conduit & pull U string to above ceiling or to other accessible space. Telephone wall jack. o Exhaust fan w/light. PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes u 3' E2.2 i LL .—o v v U o N m �3 U ^^ll 4-J W C as fu C� 4-J Q -v \ > v Q E CID — O V1 fo ^, W N U MI v c r-1 Ln L� ^l W Ln o o n 1 3' E2.2 i .1 k, I ,_"-I­..I . --_ 1 Porches & Balconies 7. Reinforce CMU. vertically by filling cores from footing to top of wall w/grout Massie &Walls g Plan Notes actual window openings. Mount with hinges & Mech. Elec. & Plumbing- Systems �, y Project Information I 00 , n masonry shall be limestone or reinforced concrete. Beams support" g COLUMNS . CONCRETE MASONRY UNITS ELEVATIONNOTES Eu ,Engineer shall be notified ified if soil conditions encountered cl' fen Coordinate with electrician concerning items requiring electrical such as g q g MECHANICAL NOTES c . I 3. Metal beams shall be Trot -dipped galvanized steel. top of wall w•/ grout & rebar. Reinforce CMUs within 16" of beam or girder .11V. _ 1 assumptions. All e i 1 1 requirements for site preparation and soil conn tion condensing units, air -handling units, condensate pumps, motorized danipers, etc. " p p 1 These drawings iiia,' not correlate to any inn -tied O s �ccitic•d in the f 1 m dnfications, an discre ancien or 1 Y p DESIGN CRITERIA: bearing or other concentrated loads by filling all such cores from footing to top 1. Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings) and shall be #1 Common -treated pine or better. All post trim shall be equal to or better 1 All structural information shown is for reference purposes only. A local licensed 1. P P Y Do not scale Drawings. Us only dimensions shown on drawings. If dimensions before 1. System shall be designed in accordance with all applicable codes, standards & local Building Classification: Residerhtiaal Building Type: i vpe V C:onstructiou A0.1 SI grade pressure Tire Builder shall test pressure -reducing valves, T&P relief valves & other safer plans. P = g Y devices prior to the operation of system. The Builder shall test and balance all structural engineer shall design to actual site conditions &design all structural are in uestion, the builde shall be obtain clarification continuing with q g requirements of utility officials. Desi engineer shall prepare calculations q Y g p P * ALI than post material elements such as footings, foundation walls &slabs. coustructiom. Builder shall verify all dimensions & conditions at jobsite. for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare 1. 2. A1.2 be Hardy siding. systems prior to completion of the work. S a uare Footage 2. Post corners shall be chamfered unless noted otherwise. Begin chamfer 1 post 2. Finished grade lines show are approxmrate. Verify that finished grade slopes direction w/rebar at all sides of the opening. Extend bars 24" past corners of filial drawings accordingly. shall 1 GENERAL CONDITIONS width above porch floor if there is no rail or 1/4 post width above rail unless 2• shall be laid numb, true and care w/filled joints. All walls shall be All masonry p q J away from building for at least 48" outside building perimeter. Builder shall 2. Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for tucco finished. Stucco finish shall be smooth sand. n PLUMBING UMBING d otherwise. End chamfer 1/2 post width below beam if there is no capital note p { el tied to the structure. No work shall he done adequately brace( until secure y establish finish floor elevat on in consultation with homeowner. Builder shall All siding shall be installed as complete installation. Unless otherwise o noted, project site considerations shall be the responsibility of the owner A2.1 . .` -. or 1/2 post width below ca Hital unless noted otherwise. Chamfers shall be 3/4 �� p 1 la, vertical reinforcin 24" minimum. Install bond bears course w/1 #5 1 g { tions. All exposed work shall be brush -cleaned to be subject to freezing condi p take into account design in ent, including number of steps, water table masonry, 3. Insulate all heating or condenser water lines in uninsulated spaces w�/tubular`. and/or contractor. , Examples of such items include but shall not be " 1 , limited to, A2.2 A2.3 ' for 4x4 osis 1" .for 6x6 posts, and 1-1 /4 for 8x8 posts. Begin and end p p f ree of surface nhortar, etc. Builder shall also assure that there is adequate clearance between finish grade foam insulation. Insulation shall be of type or shall be taped closed determination of rade elevations, dry g r mage features; and special associated 1 � , A_.4 * chamfers with a flat taper equal to the depth of the chamfer unless noted 3. All masonry work. below finish rade shall be filled with rout. This includes all y g g & any wc•od construction w/foil-faced tape. p with FEMA flood hazard acrd/or DEP zones. 4 k .. I .1 -1 , . I . cores, cavities & other spaces. 3. See details foe exterior materials not shown here. 4. Closely coordinate work with all other trades. Maintain ceiling heights & duct A3.1 . I otherwise. t or 3. Turned posts may be #1 Connrrion grade pressure -treated pine or better, p Y 4. Newly laid masonry shall not be disturbed in any manner. Any section which 4. Gutters & downspouts may not be shown for clarity. Homeowner may elect to spaces provided. The contractor is responsible for the means and methods o - c i 1 i t hsn action. It is the contractor's sole resHonsibilit to determine the procedure, secuenrc, and to u>orary 1 Y 1 1 A3'2 has been disturbed before mortar has set shall be completely removed & re-laid. use rain diverters over doors & walkways in lieu of gutters. Properly -planned 5. All valves, danipers & other control devices shall be accessible for operation & ; 1 . may be Perma-Cast. 4. Classical (round or square) may be smooth cedar, redwood, Protect uiasonr work from moisture and temperature changes at the end of Y P g French drains in the group below eaves can carry water successfully away from maintenance through accessible ceilings or through access doors or panels bracing as to insure the safety of the building and its component pacts during construction. A3.3 columns each day's work. the house. If gutters & downspouts are used, locate to allow drainage to flow manufactured for such purposes. _ # Perma-Cast, or limestone. columns shall he raised above 5. Exterior structural wood column bases for boxedcommencing 5• Concrete masonry units shall be sound, dry, clean & free front cracks. CMUs away from house ad"acen structures & property line. Locate downspouts in Y J P 1 Y P non -visually -offensive lot rtions Do not locate downspouts oil front face of 6. All units above ceiling shall have auxiliary drain Hans installed below entire unit. g 1 Route internal &auxiliary drain lines down to floor drain or utility sink in 1'he contractor shall verify all conditions and dimensions at`the job site prior to work. A9- } porch floor shall be Grade A traits conforming to ASTM C-90. CMUs shall be laid running house unless shown. The ,architect suggests the use of traditional half -round utility room or other non-public areas where overflow would be noticed by E1 bond using full & half -blocks unless noted otherwise. Satin -cut blocks if gutters &round downspouts should the homeowner elect to install gutters & homeowner. The contractor shall supply, locate, and build into the work all inser,:�, anchors. angles, 1.{' �3,AMS non-inodular diruensions are required. „ downspouts. 7. Provide fresh air duct to each air -handling unit as per applicable codes. Fresh air ' plates, openings. sleeves, hangers, slab depressions, or other c"niponents as may be � E2" .E 6. CMU bearing walls shall be minimum 8 thick, & shall be reinforced 5. All colunins shown shall be Architectural Grade. This rade includes g duct shall extend from intake blower at exterior to return air side of ductwork: required to attach and accommodate other work. w/truss-type reinforcing every other course. correctly -proportioned base & capital details & proper entasis (taper). 8. Provide pressure regulators for all gas equipment as required for proper ,. 1 Title Sheet & Specifications Existing, Demo & New Site Plan Site Plan Area Calculations First Level Floor Plan Second Level Floor Plan Roof Plan Detached Gzrage Plans Exterior Elevations Exterior Elevations Building Sections Wall Sections First Level Electrical Plan Second Level Electrical Plan ,.. -. p continuous iu to H of all CMU retaining walls & above all door & window Heated / Cooled 3.436 sq ft f Y on 2. Flues shall be clay file or Isokern DM flue system except that triple -wall metal (_, 1 g requirenientsof local utility officials. Design engineer shall prepare calculations contained herein beyond the use authorized by Sherrod Drawings, or any flues may be used only with European Copper chimney pots (see below.) openings. TRI WORK 1 V OTES for pipe & equipment sizing, accessory arrangement, etc., and shall prepare final . 1st floor 1,676 sq ft duplication, publication, sale or distribution of any part of these Plans without 3. Chimneys shall be brick or stucco on 4" nlininnum masonry. 8. Consult with the structural engineer if CMU walls will be required to act as 1 drawings accordingly. 2nd floor 1.760 sq ft the prior written consent of Sherrod Drawings. represents a violation of Federal 4. Chimney pots for clay file or Iso DM flues shall be traditional clay chimney retaining walls. 11ackfill after first floor is set. L All finish work shall be executed by qualified subcontractor`, and shall be filled, 2. Furnish all piping, fittings, accessories, etc. for complete installation. Laws subject to the prescribed penalties, ll be equal to 9. Mortar shall be reshly prepared and uniformly mixed. All mortar joints shall be sanded smooth and read for finishes. Trina materials should be tem ered to _ pots equal to Superior Clay. Chimney pots for metal flues sha q Y P 3. Insulate all domestic water supply lines in uninsulated spaces w/tubular foam Garage 570 sq ft All work is to be in accordance with the latest codes: corn Hletel y filled as the mason units are .laid. ambient ro ect conditior_s. All finish lumber, trim, moldin & millwork shall European Copper nidal chimney pots by Jack Arnold. 1 } iS P J insulation. Insulation shall be of self-sealing type or shall be taped closed Local Ordinances: Atlantic Beach, Fl use ventilation as re aired in central air duct wg/motorized 10. Grout shall be desi]) mixed of fluid consistency and unifonirly mixed. Fill cells have a moisture content of 12% or better. 5. Provide additional ho q w/foil-freed tape. 1st floor Front Porch 275 sq ft Building Code: 2017 Florida Building Code Residential 6th edition f masonry in vertical reinforcing in lifts not to exceed 48 . 2. Exterior fascia shall be Azek or backprinned solid wood, &screwed @corners fan switched at fire lace. Switch shall have a notification light in switch panel o n rY g 4, Cleanouts shall extend to surfaces or shall be provided w/access doors or similar 1st floor Rear Porch 3-13 sq ti 2017 Florida Mechanical Code Residential p see Drawin for widths Finger joint material is NOT allowed. P } 1. Verify masonry ':wall reinforcement &turn up equal quantity &sizes of rebar out ( ) g J 2nd floor Upper Balcony '75 s ft 2 devices. Cap all pipe to be left open overnight & protect pipe during installation - q --017 Florida Plumbing Code Residential .1 I . of footing at locations for twill reinforcement so that reiutc}rcemetit is continuous 3. Exterior soffits shall be exposed 2x6. ' g from dirt, ravel & other debris which might cause blockages or flow restrictions. ` ,. NI' NOTES to footing. 4. Exterior cornerboards & casing shall be Azek or backprinied 2x solid wood (see g € g SEALANT from wall ni g Drawin s for widths .Fin er joint material is NOT allowed 5. Center all fixtures in space allocated unless noted otherwise. Q or bolts at all reinforced CMU cores as noted above or if g ) g J Ceilings & 1 lttics Y 12. Provide arch g -. � � 5. Interior tnmw�ork shall be shapes selected by Owner. 6. Lead solder is not allowed. ' 1. Use materials appropriate to the application for maximum life and optimum foundation is concrete, provide anchor bolts 48" OC maximum & at all corners and clean dr &free of contaminants. - 7. Closely coordinate work with all other trades. Maintain ceiling heights & pipe i11 I- appearance. All joints should be so } &- edges of op't Ings or connection of training to concrete or masonry work. Caulking1.or sealant should be applied in accordance with spec data sheets and spaces provided. pl P � � - CEILING ATTIC & ROOF FRAN�I";�G manufacturer's specific recommendations. Colors shall be selected by 8. All valves, cleanouts &control devices shall be accessible for operation maintenance through access doors or panels manufactured for such purposes. homeowner from manufacturer's standard colors. Caulking or sealant shall be NG WALL FRAMI ELECTRICAL PLAN NOTES 11 . 9. Soil &vent stacks shall have cleanouts as indicated oil Drawings and/or as 1. All structural members shall be sized ar carry all inhpose :.rya. , ;ntiactural - �� �:� . installed so that finish surface is smooth, even &regular. '` 2. Caulking shall be installed at interior dry joints between dissimilar materials as 4W I - required by applicable codes for proper maintenance. engineer or other individual acceptable to state &local antic , g n : 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions t ural nuunb�ns small be sized to carr all imposed loads b structural g Y , ' required. 1. � A11 strut u y p y _ }0. Coordinate placement of all drains with flooring subcontractor. Ceiling & roof framing & blocking shall be #� K]_)-ou.la, in'y.11ow pine, . . y are in question, the electrician shall be responsible for obtaining clarification q P g �, eu gineer. � • � ,� c. dissrmilat _. Al] framing & blocking lumber n Her s all l c flu-chicd to a nloista c 3. Sealant shall be installed at exterior or damp interior Joints betw�eui g _ 11. All pressure piping located in inaccessible areas such as under slabs. shall be g g n 1 h k r c content of 1 1 /o before continuin with c nstruction. Builder shall verif all dimensions & 2 T „; g Y n lemded h �. t�.� ,.n> sha �' ed. Prime all substrates w/ rimer. as reconr i y �. Wall fraumn 1 g ll be white ire, s ince, or fir, stud{ rade or better. or i>etter. materials as required. P €� 1 1 g continuous copper tubing without joints. we 'Ic-; c ° conditions at jobsite. 1 sealant w i n c , c iia .A v ,-� otto r \ l h.c � theb � r!ri_ c r lumber ) - •ealant frc m All f r ha nI er shall b kiln -dried { moisture of 1 /° �� •int. A lv s 3. r e kiln-dnee to a moil manufacturer of seal, Apply P PP ,� 12. Coordinate with electrician concerning items requiring electrical service such as 3. A(1 wood fir contact �y/concrete, earth, masonry, or in n.�:t�t1ri�na shall he flexible o en -cell �. Drawings are diagrammatic only. Furnish all conduit, wiring, panels. breakers, half -way between desi n extremes. Use flcxi r better. ha P - ximatel ' approximately � ,-�� - , :,pp lied is y Y g �� ter coolers, sensor ash valves - pressure-Hreserative-treated with a water -bored icseiv:tu ..� hdd: 'acuuna J PP - disconnects, accessories, et .for complete installation whether or not every item «�] ler , ns r fl 1 es &water heaters. Coordinate service & 1 1 1 _ 11 foam backer rods at all butt joints to create a sealant joint no 4. All ,voothin contact w,lconcrete, earth, mason or in a moist location shall be P - i'; �+ polyurethane neer than 1/8" or masonry, is shown or specified. auipaciry required. process in closed cylinder &shall be kiln -dried after t _ thicker than 1/2 the width of the joint, but in no cases thinner pressure reser•wative-treated with a water -borne preservative applied b , vacuum 4. Wood blocking shall be solid & shall e pth of t e ,rinr,ary fr:ullin p P P 1P } 3. "These drawings are intended as general guidelines for purposes of establishing 13. Provide expansion valves &• pressure relief valves &drain lines from water g match t 1 1 g thicker than 3/8". Lap joint depth shall be no greater than 1 /2 the width of the closed c d p J process m se yT�i er &shall be kiln -deed after treatiu-1 certain minimum criterial, & do not necessarily represent the filial layout, heaters. Route drain lines down to floor drain or utility sink ill utility room or members. joint. blocking sha r , 5. Wood bl ung be solid & shall match the del depth of the primary framini arrangement, size brand name capacity or other characteristic of the engineered 5. Roof trusses shall be desi ned, fab ted & erected in Accordance w/the p f g p ry gi other non-public areas where overflow would be poured by homeowner. If line g re „ �. l to s rc {e rn .. P .yid c w , merub( her kin in all to seen a mounted � - - u ra n i r m � >�` - t. l Connection Roc - �;" is & v accordance w- t all a d Plate Conner i t 1'n1.. :. �'1... Cab111e � g cd milhvork shelves, system. System shall be designed in accordan t h applicable codes, - - e Desi n Specification for Li ht 1 ssc of the } Y g PP is run to exterior, ekt.nel line concealed in walls to within 1c3 of finish grade & g P g fixtures, mirrors, toilet accessories &other items re permanent standards & requirements of local affil officials. Deviations from the concepts anufacturer shall provide engineering 1 requiring a perp 9 utility P terminate with 90 elbow pointed down. 6. Truss Plate Institute. Tr - p g hg d `sign attachnncnt to the wall. shown on these Drawings should be supported by design calculations. Design 14. Provide rressure reduciu valve as re aired for ro er o eratiou of the s steer. shop drawings w hie the seal of a registered engineer in the state in which 1 g MILLWORK - engineer shall prepare calculations for loading & equipment sizin , accessory q P P P Y c He x4 sal 6. Interior � all shall t 2 ds (3 1/2 thick) &exterior w=ills shall be 2xG studs � p p gg �' Verify water pressure at ureter to deterniine necessity•� _ •- v � work is to be rued. Shop drawings shall. indicate die spQcies, sins c�� stress ��fy p ofreducml, valve. � � P arrangement, etc., and shall prepare final drawings accordingly. _ (5 1/2 thick) unless noted otherwise. Exterior walls of garages &other g 1�. Seal to wall, floor or cotn_tertop around all fixtures with tub &tile sealant to grades of lumber, metal connector plate sizes & types & beal[ing & anchorage GF -Cl shown on drawings. If dimensions 4. Install G CI outlets as required by applicable codes. These areas include 1. Do not scale drawnigs. Use only dim g unheated areas shall be _x4 studs unless noted othenwtse, she drawings. y PP details. Truss manufacturer shall subunit supporting Hortin design documents w••hich r obtaining clarification before g match color of fixture unless noted otherwise. 11 g � builder shall be responsible fo receptacles i.i a bathroom. kitchenette, or other area where running water is are in question, the b P g 7. Heiden shall he sized by structural engineer co meet all local live &dead load - indicate loading, section modulus, assumed allowable stress. stress diagrams. q 16. Install shower heads 80" OC AFF (g� wall penetration ui.less directed otherwise g• iliacs. � s to tile weather. r "ons at .resent or areas exposed ed h construction. Builder shall yeti all dimensi c ns & coridrti 1 P with con � continuing i fY requirements. Install minnnum �x4 liner corder each and of all headers. Install b}' homeowner. calculations & any other required supporting inforinatiom which is for file 5. Install hardwired smoke detector with battery backup on all floors. Interconnect �obsite. x6 over to elate of wall in walls araLel to framin ove for sheet ock xu poses only as the Architect shall not b� >> c l:ec J 2 p 1 p gab r detectors so that all will sound should one detector activate. Verify number of 17. Drains in Walls or ceilings shall be cast iron. 1 1 Y c responsible usil le fir c ng rale r nations. all dimensions before beginning millwork fabrication. Verify all 2. Field -verify g g valley � ' Y blocking. Install iuintnrum 3 studs (a bean bearing points unless noted smoke detectors required &locations �v/homeowner &code requirements. 18. Phunbing shall be PEX or siurilar, with recirculating hot water. 7 • Any hip or vinic} rafter over �8 long shall he Laminated Veue Lumber. kitchen equipment sizes w/homeowner before ordering cabinets. otherwise. Detectors shall be installed in all sleeping areas just outside bedrooms as a 8. Roof sheathing shall be 5/8" Exposure 1 tongue & groove ww olid glued w/ . 3. All cabinet dimensions shown on floor plans or elevations are to primary surface 8 Exterior Wall sheathing shall be minimum 1/2" CDX plywood sheathing. iiiiiiiirnttili. waterproof construction adhesive & screwed or nailed 12" O to framing. OSB of cabinet. Countertops typically overhang these dimensions & kickspaces Wall sheathing shall be wrapped in Ib. felt or equal. Install as per Some equipment ment shown on other plans pia y require electrical service. such as BATH ACCESSORIES is NOT allowed. g 9. Exterior 1 g pp 30 q p 6 l p p } q underpin them. water Heaters condensing units air -handling units condensate pumps, etc: g mamctacturer s recommendations, making sure to achieve all airtight seal at the 1 g• g p p , 9. Hold roof deck panels apart as recommended by decking pia tacturcr. al or furnr r :. • aired to tit walls • s ie e trines or moldings a closures, g` ��� � w re -finished Electrician shall include ele . tical service to all such equipment. meat. Coordinate with accessories � - s ' ��� � � 4. Provide p � q edges of the wrap &tae all interior joints. q p 1. Bath ccessoue are generally not shown anywhere on platin, but should be }0. Hold root deck panels away thorn items penetrating root u k as redounnlcilded walls to secure millwork. vide adequate w ood blocking rn other trades concerning items requiring electrical service. Coordinate service & 5. Builder shall pro q g 10. Exterior Wall sheathing maybe substituted for Zip wall system or equal, at g q g installed as noted below. Homeowner shall select accessories. by roof deck ❑ianufacnlrer to allow for expansion & contrtc n of roof deck. shelves, fixtures, mirrors, grab bars &toilet accessories as required to walls. annpacity required. Provide one duplex outlet & one light if unit is in non -lit histall toilet �a ler holder 24" OC AFF & niiniunum 36" OC front wall beside Architects discretion. - paper 11. I lip rafters, ridge boards, & valley rafters shall be one size lar' than ratters. ` 11 6. See Finish Schedule for wall, base, floor & other finishes. area for every condensing unit & every air -handling unit as required by 11. Ext or structural hardware/connectun- shall be Stainless steel- high grade for toilet (1 per toilet). 12. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties a hl} locations where moisture -resistant in couinterto s w!sinks, lavatories or , ► applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to „ „ 7. All materials shall tic P Ion rill exposure to ocean dont elements. see engineering for project specific 3. Install 18 towel bar in tub on wall opposite shower a; 60 OC AFI I per other plumbing. Plywood to be covered w/plastic laminate shall be g I g g p J P weather. ( 1 ceiling joists nm perpendicular to rafter. con tots &fasteners bathtub). r lvwood All totall concealed wood franrin shall be #2 7. Obtain name plate rating of all equiprme.,t before roughing in & provide wiring „ brnet- rade AA fi y g 4 I tall 4 t wen ba tts d u b l @ 48 OC AI i (1 r t b Electrical Code: 2014 National Electrical Code 3. It is the builder's responsibility to assure. that all manufactured articles, material, and equipment are applied. installed, connected, erected, used, cleaned, adjusted, operated and conditioned as directed by the manufacturers, unless herein specified to the contrary. Builder shall follow all instructions to sustain and preserve all expressed or implied warranties and guarantees. 4. It is rile builders responsibility to check all plan dimensions &details for overall accuracy appropriate to the site & final selection of masonry, floor joists, lumber, structural members, veneer, roofing, etc. Names of materials & manufacturers shown oil these :Plains do not represent. any endorsement or recommendation by Sherrod Drawings. 5: Final selections of materials to be used are the respoilAbility of the homeowner and/or builder, including, but not limited to proper installation of nnaterials g 1 1 , nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing & many other small items & details not necessarily indicated on the Plans over which Sherrod Drawings. has no control or responsibility. 6. These plans provide ideas & concepts & are not intended to be complete in all respects & details of weatherproofing. Use of a potential variety of window or door brands & types & use of different materials & thicknesses can change details. Additionally, varying codes & regulations, foundation requirements & electrical & mechanical plans can also change details. 7. It is the builder's responsibility to assure that all work is in strict accordance with the latest edition of all applicable National, State and Local Building Codes. It is 1'1 g the builder's responsibility to assure that all work is inn strict accordance with the latest edition of all applicable Construction Standards. 8. Names of materials & manufacturers shown on these Plans do not represent any endorsement or recommendation by Sherrod Drawings. Final selections of materials to be used are the responsibility of the homeowner and/or builder, elder, including, but not limited to proper installation of materials, nailing, gluing, caulking, insulating, flashing, rooting, weatherproofing & many other small items & details not necessarily indicated on the Plans over which has no control or responsibility. Sherrod Drawings shall riot be held liable for any errors, omissions or deficiencies in any form by any party whatsoever for these various details. . ca g p , of proper size, voltage & ampacity. Provide fused or non-fused disconnect tis o r of i e u or s low er Fl. a or southern yellow pine. shower). FINISHES swi.:ch as required. 8. Sections and details shown may not cover all cabinet conditions, but are S. Provide panelboards of proper voltage & ampacity for all electrical circuits. More 5. Job site built recessed shower niche tiles shall slope slightly for drainage. intended instead to indicate the general design and character of the cabinets. Ili than one panel may he required due to number of circuits required. Provide a 6. Provide blocking in walls for all bath accessories. cases where no detail is shown, use most similar condition detailed and modify 1. Wallboard 8 ceiling board shall be screw -attached 5/8" fire -rated gypsum board nninimmm of 8 spare circuit. for cabinet elevation shown. conforming to ASTM c36-64. Use of this material ill lieu of standard 1/2" y Verify service requirements with local power company including transformer gypsum board swill result in a stiffer. straighter, smoother wall at slightly elevated locations & types, disconnects at exterior of builJiiig, voltages, anipacities & LIGHTING . cost. All details used in these drawings are based on 5/8" gypsum board. other details of electrical construction. Size all feeders according to NEC `,,` 2. Wallboard c, file shall be equal to Georgia-Pacific Dens -Shield the backer board. requirements. 1. Light fixtures shall be located as close as possible to locations shown on plan. 3. Wallboard (c danip areas shall be equal to screw -attached 5/8" moisture resistant 10. Run all cable concealed in .walls, ceilings or floors unless noted otherwise. Fixtures shall align with or center on each other or with adjacent architectural gypsum hoard Via) all areas exposed to high humidity levels such as bathrooms. 11. Support all fixtures & other items rigidly from structure of bui,ding. gyl p gl ty elements. Coordinate locations of light fixtures with HVAC grilles so that they 4. Sheetrock accessories shall bee equal to USG. All exposed corners and sum 12. GFCI receptacles may be laid out so that one GFCI receotade protects other y P gyp standard receptacles beyon it if there is at least one GFCI receptacle in a room align w itlr or are at least symmetrical with each other where there may be board edges shall have appropriate metal accessories. Sheetrock joint treatment conflicts. Grilles & registers shall be blocked as required so that the)' align with and if they can all be on th same circuit. 1. material, shall conform to ASTM c476-64. Tape all joints & apply 3 coats of 13. Insulate &seal solidly behi d receptacles in exterior walls. light fixtures. Light fixture & switch locations shall be reviewed & approved by joint coinpound. Sand between coats and after the filial finish coat: Owner or Interior Designer berore installation of sheetrock or other wall & J 1 14. Kitchen equipment service may not be shown on plan. Verify whether 5. 'file shots ens ;hall be constructed to at least the following minimum standard: equipment should be liar wired or requires an outlet & connect as required. ceiling finishes. ,....,.. Wall file sll;all be installed over Georgia-Pacific Dens -Shield rile backer board or Provide circuits sized as req fired for load. 2. Center items show n in ceiling arras wiles noted otherwise. t ,r .< equal and shall be installed ni an elevation of 72" or higher as required to 3. Coffer dimensions are sliow a t ,tare of framing unless noted otherwise. '� \,�.„, . y f � n ^ �* , '�, „ produce tit (uncut) rile throughout the height of the wall. The floor shall be 4. Switches shall be located adjacent to but not intersecting door casing or trim. "" „ prepared b outing to slope to drain over a waterproof membr:,rie. Floor the AuXLLIARY SYSTEMS Verify trier size & selection for each room. Grouped switches still be ganged shall be laic ccording to Owner or Architect. Small bullnose trim shall be used tight together & shall be covered with a single plate designed for that purpose. f i at all edges. Cove trim shall be used at all interior corners, unless otherwise 1. No alarm systems are shown. Verify alarm requirements with honieo"veer & Switches shall typically- be mounted 48" AFF to center ofswitch. �1J� `) �O18 . noted. install "Simple Safe wireless" as required. 5. Support all fixtures rigidly from structure of building. 6. Remove all rust, grease & erection marks from surfaces to be painted. Fill and 2. Telephone outlets may not be shown. Verify telephone requirements with 6. Verify device & plate colors with Owner or Interior Designer. . sand all woodwork with an appropriate filler before beginning work. Filler coats homeowner &install as required. 7. Consult Owner &add exterior motion/security lighting. Verify lighting type & 1nfi t I . I .. . shall be applied after the printing coats are dry on surfaces scheduled for painting 3. Computer outlets may not be shown. Verify computer network requirements switching. 1 k_ Z,C;, I or enameling. Filler shall be tinted to match woodwork on all stained or with homeowner & install as required. 8. Consult Owner & add landscaping lighting if required. Verify lighting type & ; natural -finish surfaces. All knots, pitch pockets & sap streaks shall be shellacked 4. Cable TV outlets may not be shown. Verify cable 'TV requirements with switching. Connect all exterior lighting to photocell control relays with before paint is applied. All finished surfaces shall be lett smooth, even & free homeowner & install as required. timeclock override for time -controllable illumination during darkness. from defects. Brushwork shall show even coatings free from brushniarks. Do not 9. All fluorescent lamps shall he warns white deluxe. roll -apply any paint on triniw•ork or other wood. Trim shall be brush -applied 10. All light bulbs shall be compact fluorescent bulbs or LED, Owner to select. only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. C�)A , '9 . Coverage shall be complete so that no printer or substrat, may be seen through - F. 2-1 the finish coat(s).��: C a) > as W 0 V) rn L 'O 0 L Q) U) 7@ = U M co I r -I O N O u 0 ai L U) Z m s U Z 0 c v in C 0 U 0) 3 U) W P a X Q) v ms 0 Z �_0 u e 0 L CL 0) Q) n 0 e to E in rn e 3 Q C: M U_ S 1 --_ 1 1. Wood beams shall be #1 Conumon grade pressure -treated pine or better. 7. Reinforce CMU. vertically by filling cores from footing to top of wall w/grout 6. Shutters shall be sized to match actual window openings. Mount with hinges & operation. Verify gas pressure at meter to determine necessity of regulators. It ns the ow mer s and/or contractor s responsibtnty to obtain a soils iloration report. [ he I 00 , n masonry shall be limestone or reinforced concrete. Beams support" g &rebar. Reinforce CMUs Ca.) by filling all such cores from footing to hold in dace with shutter d 1 located at bottom rail as shown. 9. Eu ,Engineer shall be notified ified if soil conditions encountered cl' fen Coordinate with electrician concerning items requiring electrical such as g q g tion] th c noted d c . I 3. Metal beams shall be Trot -dipped galvanized steel. top of wall w•/ grout & rebar. Reinforce CMUs within 16" of beam or girder .11V. _ 1 assumptions. All e i 1 1 requirements for site preparation and soil conn tion condensing units, air -handling units, condensate pumps, motorized danipers, etc. " p p 1 These drawings iiia,' not correlate to any inn -tied O s �ccitic•d in the f 1 m dnfications, an discre ancien or 1 Y p bearing or other concentrated loads by filling all such cores from footing to top 10. Coordinate service & ampacity required. soils report shall be follow ed unless more stringent requirement- re spec iticd in these questions should be reported to the Architect as soon as possible for resolution. J� is & S * ork Attachments of wall w /grout &rebar at each core. Reinforce 1 CMU core under each end of SI ING NOTES Tire Builder shall test pressure -reducing valves, T&P relief valves & other safer plans. P = g Y devices prior to the operation of system. The Builder shall test and balance all chme�l bond beams by filling all such cores from footing to top of wrall w/grout & rebar at each core. Reinforce all openings in CMU walls larger than 12" in any 1. 2. Exterior shingle siding shall Brick be Artisan. be Hardy siding. systems prior to completion of the work. S a uare Footage direction w/rebar at all sides of the opening. Extend bars 24" past corners of shall 1 GENERAL CONDITIONS FIREPLACES & CHIMNEYS opening. Reinforcin bars shall be ASTM A-615 Grade 60 or better, refer to g 3• All exposed CMU shall be , tucco finished. Stucco finish shall be smooth sand. n PLUMBING UMBING Engineering. .Extend hook bars of same size as vertical reinforcing into footing & 4. All siding shall be installed as per Manufacturer's iristructious. I . 'These Plans are the property of Michael L. Sherrod /Sherrod Drawings. These . .` -. 1 Fire laces shall be constructed with Isokern system or equal. la, vertical reinforcin 24" minimum. Install bond bears course w/1 #5 1 g I System shall be designed ill accordance with all applicable codes standards & Plans are protected by Federal Copyright I aws An use of the iniorrnati ,.. -. p continuous iu to H of all CMU retaining walls & above all door & window Heated / Cooled 3.436 sq ft f Y on 2. Flues shall be clay file or Isokern DM flue system except that triple -wall metal (_, 1 g requirenientsof local utility officials. Design engineer shall prepare calculations contained herein beyond the use authorized by Sherrod Drawings, or any flues may be used only with European Copper chimney pots (see below.) openings. TRI WORK 1 V OTES for pipe & equipment sizing, accessory arrangement, etc., and shall prepare final . 1st floor 1,676 sq ft duplication, publication, sale or distribution of any part of these Plans without 3. Chimneys shall be brick or stucco on 4" nlininnum masonry. 8. Consult with the structural engineer if CMU walls will be required to act as 1 drawings accordingly. 2nd floor 1.760 sq ft the prior written consent of Sherrod Drawings. represents a violation of Federal 4. Chimney pots for clay file or Iso DM flues shall be traditional clay chimney retaining walls. 11ackfill after first floor is set. L All finish work shall be executed by qualified subcontractor`, and shall be filled, 2. Furnish all piping, fittings, accessories, etc. for complete installation. Laws subject to the prescribed penalties, ll be equal to 9. Mortar shall be reshly prepared and uniformly mixed. All mortar joints shall be sanded smooth and read for finishes. Trina materials should be tem ered to _ pots equal to Superior Clay. Chimney pots for metal flues sha q Y P 3. Insulate all domestic water supply lines in uninsulated spaces w/tubular foam Garage 570 sq ft All work is to be in accordance with the latest codes: corn Hletel y filled as the mason units are .laid. ambient ro ect conditior_s. All finish lumber, trim, moldin & millwork shall European Copper nidal chimney pots by Jack Arnold. 1 } iS P J insulation. Insulation shall be of self-sealing type or shall be taped closed Local Ordinances: Atlantic Beach, Fl use ventilation as re aired in central air duct wg/motorized 10. Grout shall be desi]) mixed of fluid consistency and unifonirly mixed. Fill cells have a moisture content of 12% or better. 5. Provide additional ho q w/foil-freed tape. 1st floor Front Porch 275 sq ft Building Code: 2017 Florida Building Code Residential 6th edition f masonry in vertical reinforcing in lifts not to exceed 48 . 2. Exterior fascia shall be Azek or backprinned solid wood, &screwed @corners fan switched at fire lace. Switch shall have a notification light in switch panel o n rY g 4, Cleanouts shall extend to surfaces or shall be provided w/access doors or similar 1st floor Rear Porch 3-13 sq ti 2017 Florida Mechanical Code Residential p see Drawin for widths Finger joint material is NOT allowed. P } 1. Verify masonry ':wall reinforcement &turn up equal quantity &sizes of rebar out ( ) g J 2nd floor Upper Balcony '75 s ft 2 devices. Cap all pipe to be left open overnight & protect pipe during installation - q --017 Florida Plumbing Code Residential .1 I . of footing at locations for twill reinforcement so that reiutc}rcemetit is continuous 3. Exterior soffits shall be exposed 2x6. ' g from dirt, ravel & other debris which might cause blockages or flow restrictions. ` ,. NI' NOTES to footing. 4. Exterior cornerboards & casing shall be Azek or backprinied 2x solid wood (see g € g SEALANT from wall ni g Drawin s for widths .Fin er joint material is NOT allowed 5. Center all fixtures in space allocated unless noted otherwise. Q or bolts at all reinforced CMU cores as noted above or if g ) g J Ceilings & 1 lttics Y 12. Provide arch g -. � � 5. Interior tnmw�ork shall be shapes selected by Owner. 6. Lead solder is not allowed. ' 1. Use materials appropriate to the application for maximum life and optimum foundation is concrete, provide anchor bolts 48" OC maximum & at all corners and clean dr &free of contaminants. - 7. Closely coordinate work with all other trades. Maintain ceiling heights & pipe i11 I- appearance. All joints should be so } &- edges of op't Ings or connection of training to concrete or masonry work. Caulking1.or sealant should be applied in accordance with spec data sheets and spaces provided. pl P � � - CEILING ATTIC & ROOF FRAN�I";�G manufacturer's specific recommendations. Colors shall be selected by 8. All valves, cleanouts &control devices shall be accessible for operation maintenance through access doors or panels manufactured for such purposes. homeowner from manufacturer's standard colors. Caulking or sealant shall be NG WALL FRAMI ELECTRICAL PLAN NOTES 11 . 9. Soil &vent stacks shall have cleanouts as indicated oil Drawings and/or as 1. All structural members shall be sized ar carry all inhpose :.rya. , ;ntiactural - �� �:� . installed so that finish surface is smooth, even &regular. '` 2. Caulking shall be installed at interior dry joints between dissimilar materials as 4W I - required by applicable codes for proper maintenance. engineer or other individual acceptable to state &local antic , g n : 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions t ural nuunb�ns small be sized to carr all imposed loads b structural g Y , ' required. 1. � A11 strut u y p y _ }0. Coordinate placement of all drains with flooring subcontractor. Ceiling & roof framing & blocking shall be #� K]_)-ou.la, in'y.11ow pine, . . y are in question, the electrician shall be responsible for obtaining clarification q P g �, eu gineer. � • � ,� c. dissrmilat _. Al] framing & blocking lumber n Her s all l c flu-chicd to a nloista c 3. Sealant shall be installed at exterior or damp interior Joints betw�eui g _ 11. All pressure piping located in inaccessible areas such as under slabs. shall be g g n 1 h k r c content of 1 1 /o before continuin with c nstruction. Builder shall verif all dimensions & 2 T „; g Y n lemded h �. t�.� ,.n> sha �' ed. Prime all substrates w/ rimer. as reconr i y �. Wall fraumn 1 g ll be white ire, s ince, or fir, stud{ rade or better. or i>etter. materials as required. P €� 1 1 g continuous copper tubing without joints. we 'Ic-; c ° conditions at jobsite. 1 sealant w i n c , c iia .A v ,-� otto r \ l h.c � theb � r!ri_ c r lumber ) - •ealant frc m All f r ha nI er shall b kiln -dried { moisture of 1 /° �� •int. A lv s 3. r e kiln-dnee to a moil manufacturer of seal, Apply P PP ,� 12. Coordinate with electrician concerning items requiring electrical service such as 3. A(1 wood fir contact �y/concrete, earth, masonry, or in n.�:t�t1ri�na shall he flexible o en -cell �. Drawings are diagrammatic only. Furnish all conduit, wiring, panels. breakers, half -way between desi n extremes. Use flcxi r better. ha P - ximatel ' approximately � ,-�� - , :,pp lied is y Y g �� ter coolers, sensor ash valves - pressure-Hreserative-treated with a water -bored icseiv:tu ..� hdd: 'acuuna J PP - disconnects, accessories, et .for complete installation whether or not every item «�] ler , ns r fl 1 es &water heaters. Coordinate service & 1 1 1 _ 11 foam backer rods at all butt joints to create a sealant joint no 4. All ,voothin contact w,lconcrete, earth, mason or in a moist location shall be P - i'; �+ polyurethane neer than 1/8" or masonry, is shown or specified. auipaciry required. process in closed cylinder &shall be kiln -dried after t _ thicker than 1/2 the width of the joint, but in no cases thinner pressure reser•wative-treated with a water -borne preservative applied b , vacuum 4. Wood blocking shall be solid & shall e pth of t e ,rinr,ary fr:ullin p P P 1P } 3. "These drawings are intended as general guidelines for purposes of establishing 13. Provide expansion valves &• pressure relief valves &drain lines from water g match t 1 1 g thicker than 3/8". Lap joint depth shall be no greater than 1 /2 the width of the closed c d p J process m se yT�i er &shall be kiln -deed after treatiu-1 certain minimum criterial, & do not necessarily represent the filial layout, heaters. Route drain lines down to floor drain or utility sink ill utility room or members. joint. blocking sha r , 5. Wood bl ung be solid & shall match the del depth of the primary framini arrangement, size brand name capacity or other characteristic of the engineered 5. Roof trusses shall be desi ned, fab ted & erected in Accordance w/the p f g p ry gi other non-public areas where overflow would be poured by homeowner. If line g re „ �. l to s rc {e rn .. P .yid c w , merub( her kin in all to seen a mounted � - - u ra n i r m � >�` - t. l Connection Roc - �;" is & v accordance w- t all a d Plate Conner i t 1'n1.. :. �'1... Cab111e � g cd milhvork shelves, system. System shall be designed in accordan t h applicable codes, - - e Desi n Specification for Li ht 1 ssc of the } Y g PP is run to exterior, ekt.nel line concealed in walls to within 1c3 of finish grade & g P g fixtures, mirrors, toilet accessories &other items re permanent standards & requirements of local affil officials. Deviations from the concepts anufacturer shall provide engineering 1 requiring a perp 9 utility P terminate with 90 elbow pointed down. 6. Truss Plate Institute. Tr - p g hg d `sign attachnncnt to the wall. shown on these Drawings should be supported by design calculations. Design 14. Provide rressure reduciu valve as re aired for ro er o eratiou of the s steer. shop drawings w hie the seal of a registered engineer in the state in which 1 g MILLWORK - engineer shall prepare calculations for loading & equipment sizin , accessory q P P P Y c He x4 sal 6. Interior � all shall t 2 ds (3 1/2 thick) &exterior w=ills shall be 2xG studs � p p gg �' Verify water pressure at ureter to deterniine necessity•� _ •- v � work is to be rued. Shop drawings shall. indicate die spQcies, sins c�� stress ��fy p ofreducml, valve. � � P arrangement, etc., and shall prepare final drawings accordingly. _ (5 1/2 thick) unless noted otherwise. Exterior walls of garages &other g 1�. Seal to wall, floor or cotn_tertop around all fixtures with tub &tile sealant to grades of lumber, metal connector plate sizes & types & beal[ing & anchorage GF -Cl shown on drawings. If dimensions 4. Install G CI outlets as required by applicable codes. These areas include 1. Do not scale drawnigs. Use only dim g unheated areas shall be _x4 studs unless noted othenwtse, she drawings. y PP details. Truss manufacturer shall subunit supporting Hortin design documents w••hich r obtaining clarification before g match color of fixture unless noted otherwise. 11 g � builder shall be responsible fo receptacles i.i a bathroom. kitchenette, or other area where running water is are in question, the b P g 7. Heiden shall he sized by structural engineer co meet all local live &dead load - indicate loading, section modulus, assumed allowable stress. stress diagrams. q 16. Install shower heads 80" OC AFF (g� wall penetration ui.less directed otherwise g• iliacs. � s to tile weather. r "ons at .resent or areas exposed ed h construction. Builder shall yeti all dimensi c ns & coridrti 1 P with con � continuing i fY requirements. Install minnnum �x4 liner corder each and of all headers. Install b}' homeowner. calculations & any other required supporting inforinatiom which is for file 5. Install hardwired smoke detector with battery backup on all floors. Interconnect �obsite. x6 over to elate of wall in walls araLel to framin ove for sheet ock xu poses only as the Architect shall not b� >> c l:ec J 2 p 1 p gab r detectors so that all will sound should one detector activate. Verify number of 17. Drains in Walls or ceilings shall be cast iron. 1 1 Y c responsible usil le fir c ng rale r nations. all dimensions before beginning millwork fabrication. Verify all 2. Field -verify g g valley � ' Y blocking. Install iuintnrum 3 studs (a bean bearing points unless noted smoke detectors required &locations �v/homeowner &code requirements. 18. Phunbing shall be PEX or siurilar, with recirculating hot water. 7 • Any hip or vinic} rafter over �8 long shall he Laminated Veue Lumber. kitchen equipment sizes w/homeowner before ordering cabinets. otherwise. Detectors shall be installed in all sleeping areas just outside bedrooms as a 8. Roof sheathing shall be 5/8" Exposure 1 tongue & groove ww olid glued w/ . 3. All cabinet dimensions shown on floor plans or elevations are to primary surface 8 Exterior Wall sheathing shall be minimum 1/2" CDX plywood sheathing. iiiiiiiirnttili. waterproof construction adhesive & screwed or nailed 12" O to framing. OSB of cabinet. Countertops typically overhang these dimensions & kickspaces Wall sheathing shall be wrapped in Ib. felt or equal. Install as per Some equipment ment shown on other plans pia y require electrical service. such as BATH ACCESSORIES is NOT allowed. g 9. Exterior 1 g pp 30 q p 6 l p p } q underpin them. water Heaters condensing units air -handling units condensate pumps, etc: g mamctacturer s recommendations, making sure to achieve all airtight seal at the 1 g• g p p , 9. Hold roof deck panels apart as recommended by decking pia tacturcr. al or furnr r :. • aired to tit walls • s ie e trines or moldings a closures, g` ��� � w re -finished Electrician shall include ele . tical service to all such equipment. meat. Coordinate with accessories � - s ' ��� � � 4. Provide p � q edges of the wrap &tae all interior joints. q p 1. Bath ccessoue are generally not shown anywhere on platin, but should be }0. Hold root deck panels away thorn items penetrating root u k as redounnlcilded walls to secure millwork. vide adequate w ood blocking rn other trades concerning items requiring electrical service. Coordinate service & 5. Builder shall pro q g 10. Exterior Wall sheathing maybe substituted for Zip wall system or equal, at g q g installed as noted below. Homeowner shall select accessories. by roof deck ❑ianufacnlrer to allow for expansion & contrtc n of roof deck. shelves, fixtures, mirrors, grab bars &toilet accessories as required to walls. annpacity required. Provide one duplex outlet & one light if unit is in non -lit histall toilet �a ler holder 24" OC AFF & niiniunum 36" OC front wall beside Architects discretion. - paper 11. I lip rafters, ridge boards, & valley rafters shall be one size lar' than ratters. ` 11 6. See Finish Schedule for wall, base, floor & other finishes. area for every condensing unit & every air -handling unit as required by 11. Ext or structural hardware/connectun- shall be Stainless steel- high grade for toilet (1 per toilet). 12. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties a hl} locations where moisture -resistant in couinterto s w!sinks, lavatories or , ► applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to „ „ 7. All materials shall tic P Ion rill exposure to ocean dont elements. see engineering for project specific 3. Install 18 towel bar in tub on wall opposite shower a; 60 OC AFI I per other plumbing. Plywood to be covered w/plastic laminate shall be g I g g p J P weather. ( 1 ceiling joists nm perpendicular to rafter. con tots &fasteners bathtub). r lvwood All totall concealed wood franrin shall be #2 7. Obtain name plate rating of all equiprme.,t before roughing in & provide wiring „ brnet- rade AA fi y g 4 I tall 4 t wen ba tts d u b l @ 48 OC AI i (1 r t b Electrical Code: 2014 National Electrical Code 3. It is the builder's responsibility to assure. that all manufactured articles, material, and equipment are applied. installed, connected, erected, used, cleaned, adjusted, operated and conditioned as directed by the manufacturers, unless herein specified to the contrary. Builder shall follow all instructions to sustain and preserve all expressed or implied warranties and guarantees. 4. It is rile builders responsibility to check all plan dimensions &details for overall accuracy appropriate to the site & final selection of masonry, floor joists, lumber, structural members, veneer, roofing, etc. Names of materials & manufacturers shown oil these :Plains do not represent. any endorsement or recommendation by Sherrod Drawings. 5: Final selections of materials to be used are the respoilAbility of the homeowner and/or builder, including, but not limited to proper installation of nnaterials g 1 1 , nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing & many other small items & details not necessarily indicated on the Plans over which Sherrod Drawings. has no control or responsibility. 6. These plans provide ideas & concepts & are not intended to be complete in all respects & details of weatherproofing. Use of a potential variety of window or door brands & types & use of different materials & thicknesses can change details. Additionally, varying codes & regulations, foundation requirements & electrical & mechanical plans can also change details. 7. It is the builder's responsibility to assure that all work is in strict accordance with the latest edition of all applicable National, State and Local Building Codes. It is 1'1 g the builder's responsibility to assure that all work is inn strict accordance with the latest edition of all applicable Construction Standards. 8. Names of materials & manufacturers shown on these Plans do not represent any endorsement or recommendation by Sherrod Drawings. Final selections of materials to be used are the responsibility of the homeowner and/or builder, elder, including, but not limited to proper installation of materials, nailing, gluing, caulking, insulating, flashing, rooting, weatherproofing & many other small items & details not necessarily indicated on the Plans over which has no control or responsibility. Sherrod Drawings shall riot be held liable for any errors, omissions or deficiencies in any form by any party whatsoever for these various details. . ca g p , of proper size, voltage & ampacity. Provide fused or non-fused disconnect tis o r of i e u or s low er Fl. a or southern yellow pine. shower). FINISHES swi.:ch as required. 8. Sections and details shown may not cover all cabinet conditions, but are S. Provide panelboards of proper voltage & ampacity for all electrical circuits. More 5. Job site built recessed shower niche tiles shall slope slightly for drainage. intended instead to indicate the general design and character of the cabinets. Ili than one panel may he required due to number of circuits required. Provide a 6. Provide blocking in walls for all bath accessories. cases where no detail is shown, use most similar condition detailed and modify 1. Wallboard 8 ceiling board shall be screw -attached 5/8" fire -rated gypsum board nninimmm of 8 spare circuit. for cabinet elevation shown. conforming to ASTM c36-64. Use of this material ill lieu of standard 1/2" y Verify service requirements with local power company including transformer gypsum board swill result in a stiffer. straighter, smoother wall at slightly elevated locations & types, disconnects at exterior of builJiiig, voltages, anipacities & LIGHTING . cost. All details used in these drawings are based on 5/8" gypsum board. other details of electrical construction. Size all feeders according to NEC `,,` 2. Wallboard c, file shall be equal to Georgia-Pacific Dens -Shield the backer board. requirements. 1. Light fixtures shall be located as close as possible to locations shown on plan. 3. Wallboard (c danip areas shall be equal to screw -attached 5/8" moisture resistant 10. Run all cable concealed in .walls, ceilings or floors unless noted otherwise. Fixtures shall align with or center on each other or with adjacent architectural gypsum hoard Via) all areas exposed to high humidity levels such as bathrooms. 11. Support all fixtures & other items rigidly from structure of bui,ding. gyl p gl ty elements. Coordinate locations of light fixtures with HVAC grilles so that they 4. Sheetrock accessories shall bee equal to USG. All exposed corners and sum 12. GFCI receptacles may be laid out so that one GFCI receotade protects other y P gyp standard receptacles beyon it if there is at least one GFCI receptacle in a room align w itlr or are at least symmetrical with each other where there may be board edges shall have appropriate metal accessories. Sheetrock joint treatment conflicts. Grilles & registers shall be blocked as required so that the)' align with and if they can all be on th same circuit. 1. material, shall conform to ASTM c476-64. Tape all joints & apply 3 coats of 13. Insulate &seal solidly behi d receptacles in exterior walls. light fixtures. Light fixture & switch locations shall be reviewed & approved by joint coinpound. Sand between coats and after the filial finish coat: Owner or Interior Designer berore installation of sheetrock or other wall & J 1 14. Kitchen equipment service may not be shown on plan. Verify whether 5. 'file shots ens ;hall be constructed to at least the following minimum standard: equipment should be liar wired or requires an outlet & connect as required. ceiling finishes. ,....,.. Wall file sll;all be installed over Georgia-Pacific Dens -Shield rile backer board or Provide circuits sized as req fired for load. 2. Center items show n in ceiling arras wiles noted otherwise. t ,r .< equal and shall be installed ni an elevation of 72" or higher as required to 3. Coffer dimensions are sliow a t ,tare of framing unless noted otherwise. '� \,�.„, . y f � n ^ �* , '�, „ produce tit (uncut) rile throughout the height of the wall. The floor shall be 4. Switches shall be located adjacent to but not intersecting door casing or trim. "" „ prepared b outing to slope to drain over a waterproof membr:,rie. Floor the AuXLLIARY SYSTEMS Verify trier size & selection for each room. Grouped switches still be ganged shall be laic ccording to Owner or Architect. Small bullnose trim shall be used tight together & shall be covered with a single plate designed for that purpose. f i at all edges. Cove trim shall be used at all interior corners, unless otherwise 1. No alarm systems are shown. Verify alarm requirements with honieo"veer & Switches shall typically- be mounted 48" AFF to center ofswitch. �1J� `) �O18 . noted. install "Simple Safe wireless" as required. 5. Support all fixtures rigidly from structure of building. 6. Remove all rust, grease & erection marks from surfaces to be painted. Fill and 2. Telephone outlets may not be shown. Verify telephone requirements with 6. Verify device & plate colors with Owner or Interior Designer. . sand all woodwork with an appropriate filler before beginning work. Filler coats homeowner &install as required. 7. Consult Owner &add exterior motion/security lighting. Verify lighting type & 1nfi t I . I .. . shall be applied after the printing coats are dry on surfaces scheduled for painting 3. Computer outlets may not be shown. Verify computer network requirements switching. 1 k_ Z,C;, I or enameling. Filler shall be tinted to match woodwork on all stained or with homeowner & install as required. 8. Consult Owner & add landscaping lighting if required. Verify lighting type & ; natural -finish surfaces. All knots, pitch pockets & sap streaks shall be shellacked 4. Cable TV outlets may not be shown. Verify cable 'TV requirements with switching. Connect all exterior lighting to photocell control relays with before paint is applied. All finished surfaces shall be lett smooth, even & free homeowner & install as required. timeclock override for time -controllable illumination during darkness. from defects. Brushwork shall show even coatings free from brushniarks. Do not 9. All fluorescent lamps shall he warns white deluxe. roll -apply any paint on triniw•ork or other wood. Trim shall be brush -applied 10. All light bulbs shall be compact fluorescent bulbs or LED, Owner to select. only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. C�)A , '9 . Coverage shall be complete so that no printer or substrat, may be seen through - F. 2-1 the finish coat(s).��: C a) > as W 0 V) rn L 'O 0 L Q) U) 7@ = U M co I r -I O N O u 0 ai L U) Z m s U Z 0 c v in C 0 U 0) 3 U) W P a X Q) v ms 0 Z �_0 u e 0 L CL 0) Q) n 0 e to E in rn e 3 Q C: M U_ S 1 S M ----- `Q I I I -- -1--i °' AO e 1 AZ - (r) O --_ 1 -___--- I I I i i r- .- -- IU I I __J_ I 00 , r_ Q U C: In 0 U E2' c . I m 0 U (n .. 0 M I .11V. _ 1 S M ----- `Q I I I -- -1--i °' AO e 1 AZ - (r) O ZN OP -1 �(D _m, NJ 8O LOT 8 CONCRETE BLOCK WALL F -W LOT 7 w a' (n (L existing 6-0" wood fence / BAY 4 'O � REMOVE "`. 13" DOUBLE ,6't I Lf) REMOVE eAY MYRTLE 24" r' LAUREL OINK 148.00' GONORIkTE ;.•„--,_.,'� LOT 10 REMOVE �Z'O1 1r( REMOVE ,�... g„ OSE, U PLM N`. .REMOVE - PALM WN r � w N WOOD — o I SHED REMOVE o REMOVE Z 3 L; 19 S OR FRAME ,.PALM 0 = I PALM`' 2 T. Y _ REMOVE � RND BLOCK ,. .3 w SID NCE NO. t0 ' j 155. U � o �4"E �* yi �^ PALMPALM RE OVE Ilk PAL ... EMOVE J U 0 w 3:0 RE`i'Iz'`` . . PAL RE( OVE J ' Ow -0— A/: _- LOT 10 41 RE—MOVE i17 0 M� 11•• PALM . -APALM TPALM +, C.QN/CR1 TF or �pvr iv O ` to =rum F:TM i5 O _ LOT 13 SILT FENC AROUND CONSTRUCTION SITE 1 2.1 9 ON-LINE existing 6-0" wood fence 149.00'' PROVIDE TREE BARRICADES TO PROTECT TREES TO REMAIN LOT 14 LOT 15 I Existing Site Plan 0 2' 4' 6' 8' 10' 12' 14' 16' LOT 16 G V 12.06 z z W Q (L U O O ct W U BENCHMARK: SET MAGNAIL IN EDGE OF PAVEMENT. ELEVATION =10.88' AVD 1988 DATUM Existing Lot Coverage Calculations _........ CONCRETE LOT 8 SE 1/2" IRON e5 W �$ > BLOCK WALL PI E, L83672 � 100 00 /o W.... Lot u�......w_.........................N...........,.....a.. �....................,........._....,.w,........... M.............................................w............._r_ � m ................._..._.� 7424 + Mnxl6" LAUREL, ER ' z Existing Impervious Roofed Structures 1317, 17.74% Proposed Impervious Roofed Structures 2291 O4.. OA OAK O.1 LAUREL OVIDE TREE(,.' OAK 18.689/c Proposed Impervious Roofed garage Structures 599 ` ------- Existing Impervious Additional Concrete .......... m ................... ....... ............v...._............................r.......v 776 RFGA-DE15TO-P-ROTTEN--- ......... ..... ........ Proposed Pervious Driveway @ 924 * 50% 462 6.22% Existing Total Impervious .. ......._.m .....................................__......... _ ..n. _.. .__ .................. _........... g_ ...... .6'1 5 46.88%. _............. ..... `xx� 18i 0.24% cu <> W ROLL OFF DUMPSTER77-7� 'Proposed Total Impervious p....W��.� 3370 o 45.39/ ' L (n 37121 50.0W r .................,�..�ti..�.�....................� Y ; ' Z I �' .. U t:. c m o a — _. I-! U.. . r-- .•;�r...�.. .. ... ...; . ... ,•..,. ...,,�< . . , - 1 O' SIDE YARD SETBACK U drainage lines U O M v_ REMOVE N �` 9. �1 $,' pervious paver Q Lr) C3NCRET o z ` o pervious pavers 0 r { a w Q ' w W W. .o oo 0 O�Z a iI O W U U WLL k Z 6 3 LOT 16 G V 12.06 z z W Q (L U O O ct W U BENCHMARK: SET MAGNAIL IN EDGE OF PAVEMENT. ELEVATION =10.88' AVD 1988 DATUM Existing Lot Coverage Calculations _........ _r..... e _ Lot Coverage Calculations e5 W �$ > Lot a ._..._ _ M... .. W ......, ..............u_....�a_. r.._.........F . ;u._..__ 7424i � 100 00 /o W.... Lot u�......w_.........................N...........,.....a.. �....................,........._....,.w,........... M.............................................w............._r_ � m ................._..._.� 7424 100 0 0 ` 0 // Existing Impervious Roofed Structures 1317, 17.74% Proposed Impervious Roofed Structures 2291 ..N.:. 30.86% Existing Pervious Driveway 1387 18.689/c Proposed Impervious Roofed garage Structures 599 ` 8.07% Existing Impervious Additional Concrete .......... m ................... ....... ............v...._............................r.......v 776 10.45% ......... ..... ........ Proposed Pervious Driveway @ 924 * 50% 462 6.22% Existing Total Impervious .. ......._.m .....................................__......... _ ..n. _.. .__ .................. _........... g_ ...... 3480 ... 46.88%. _............. ..... Proposed Imperviouservious Additional Concrete ..... 18i 0.24% cu <> 3 qJ 'Proposed Total Impervious p....W��.� 3370 o 45.39/ ' L Max Lot Coverage 37121 50.0W r .................,�..�ti..�.�....................� Y ; l ' ........ _ .......».,.. W........ ..........._.u-»b,..+��.n................. ..w+,...... .......�..am�..>... _..c�...<.,.. a.n..........W.�.�r........�«>.�...rr�.. O .. U " pervious pavers COMMUNITY DEVELOPMENT APPROVED -A z 7� e5 W �$ > - o grass sod a i U W Ul o O W N �.. 00 grass sod0 ct m W N U N U) U C cu <> 3 qJ C L U U M l ' O U " pervious pavers c m o a — _. - Cq r-- .•;�r...�.. .. ... ...; . ... ,•..,. ...,,�< . . , - 1 O' SIDE YARD SETBACK U drainage lines U O M v_ �3 J pervious paver Q Lr) L strips o pervious pavers 0 149.00' LOT 15 w, New Site Plan B 0 2 4' 6' 8' 10' 12' 14' 16' 0 u LL ._ o O U Ul o N 00 r -I m �3 N U N C cu Q) U C L 0 U M i= O U zT c m 'a m O U to U O M v_ �3 J LL ._ o U Ul o ro m �3 U C cu Q) m _o U o v_ �3 J Lr) L Ln o 0 r { Q I CONCRETE BLOCK WALL . ............................ .......... ..... ----------- ........... 6" LAUREL, WAJER OAK OAK 0.11 - - ---- . ........ ,6'i7c-; W F- existing 6-0" wood fence W > 0 W W U z 18 SQ FT - Ir 0 Existing Lot Coverage Calculations 1: 1 E`7:,J Lot Coverage Calculations Lot 7424 ,,599 SQ FT 9 6% CONCRETE BLOCK WALL . ............................ .......... ..... ----------- ........... 6" LAUREL, WAJER OAK OAK 0.11 - - ---- . ........ ,6'i7c-; existing 6-0" wood fence 24So Existing Site Plan Lot Area Calculations I' 0 2 4' 6' 81 10, 16' W F- existing 6-0" wood fence W > 0 W W U z 18 SQ FT - Ir 0 Existing Lot Coverage Calculations 1: 1 E`7:,J Lot Coverage Calculations Lot 7424 ,,599 SQ FT 9 7424 1 100.00% !Existing Impervious Roofed Structures 13171 17.74%!: Proposedm 'pervious Roofed Structures 2291 30.86% !Existing Pervious Driveway 13871 JI SQ F w? Proposed Impervious Roofed garage Structures 599 -7-0 .Existing Impervious Additional Concrete wg 4 7, Pro posed Pervious Driveway @ 924 50% 2 71 6.22% 'Existing Total Impervious 34801 46.88% Tu -I'Ma' . ... . , 11 1 "1 -,111�1 I A existing 6-0" wood fence 24So Existing Site Plan Lot Area Calculations I' 0 2 4' 6' 81 10, 16' New Site Plan Lot Area Calculations 0 2' 4' 6' S' 10, 12' 14' 16' 7� ct aj N W F- W > 0 W W U z Ct Ir 0 Existing Lot Coverage Calculations New Site Plan Lot Area Calculations 0 2' 4' 6' S' 10, 12' 14' 16' 7� ct aj N "' Q A1.2 P Existing Lot Coverage Calculations Lot Coverage Calculations Lot 7424 100.00%: Lot 7424 1 100.00% !Existing Impervious Roofed Structures 13171 17.74%!: Proposedm 'pervious Roofed Structures 2291 30.86% !Existing Pervious Driveway 13871 18.68V Proposed Impervious Roofed garage Structures 599 8.07% .Existing Impervious Additional Concrete 7761 10.45% Pro posed Pervious Driveway @ 924 50% 462 6.22% 'Existing Total Impervious 34801 46.88% ' Proposed Impervious Additional Concrete �1,prvious 18: 0.24% ................. U 0 i --,,Prorosed Total Impervious 3370 45.391 Max Lot Coverage 3712` 50.00 % 4 co 0 0 C: !Max Lot Covqrage 3712 50.001 a) 17- 0 0 Ln U) U) C) 0 -- - ------ - --- - - T . . . ............... -—T-6" YJWATER 4 0 6 'LAUREL . .......... ......... . ............... .... ...... .. ..... . ............. , .. ............ . ............ ............. .... . ............... . .. ... .......... .......... ......... .. OAK ...... ........ . . .......... .. .. .... .... . . , 2291 SQ FT ...... ...... ...... ..... . .. .. ............. ....... ............. . . .. ........... I U .... .................... -E, 2 777 7 7 71W T 777,7777' New Site Plan Lot Area Calculations 0 2' 4' 6' S' 10, 12' 14' 16' 7� ct aj N "' Q A1.2 P U - 00 U r\j r\j C Q) U 0 E- > — 4 co 0 0 C: 10 V ra a) 0 0 Ln U) U) C) 0 "' Q A1.2 P U - U 4-J C E- > — 4 co C: 10 V ra a) 0 Ln U) C) "' Q A1.2 MI 00 ui RS 1 0.11 0 0 U) O O lJ f® I 00 '-1 i\ ti -1 0 �i O U C O c� CID O U U O ED ko Wall Material Key existing wall to remain face brick filler brick firebrick r-- interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) interior zx6 wood stud wall (all exterior walls are to be 2x6 wood stud walls unless noted otherwise in Wall Sections) new wall finished both sides new wall finished one side - --I 7-5/8" CMU wall PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown ort drawings. If dimensions are in question, the electrician shall be resp,,,nsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes Floor Plan Notes 1- Do not scale Drawings. Use only dimensions shown ort drawings. If dimensions are in question, the builder shall obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. Dimensions shown are to one side of interior walls or to outside face of stud or masonry ort exterior walls unless noted otherwise. 3. Builder shall take into account design intent, including number of steps, water 54'-0" 7-9" table masonry, etc. Builder shall also assure that there is adequate clearance 38 -5 Z' between finish grade & any wood construction. 4. Install perimeter french drains at all exterior footings. Wrap corrugated plastic T-91' T-9 4' 1' 8 a 17-3" 19'-6 a T �. pipe w/geotextile fabric, surround pipe w/gravel and slope drain to daylight Locate doors so that door casing abuts wall finish of adjacent wall unless noted 4'-S" 1 1 1 ' 9 Z' 1 3' 1 " 5' 7' 3' - -- - - -------- -- _ 24 - -- -- -- ---- A -- I otheixise or unless door casing is narrower than 3 1/2". In this case, install door frame with appropriate shire space against liner and stud. Do not omit stud or A9. i A3.3 liner to get the door closer to the adjacent wall. In cases where a door is shown approximately in the center of a w=all, locate door in the exact center of the wall. DOUBL HUNG 36" 72" DOUBL HUNG 36" 72" CASEMENT CASEMENT 28' x 48" 28" 48" ! 6, - Verify window rough opening head height with Elevations. See plans & exterior Y g 1 g g p ------- - elevations for window alignments, window types & muntin patterns. Adjust 4___-_ --._-----.__--- --.____ -. --------- .------_ . ___-- ---- _ _- - _-__ _ •,,__ _.,- head heights slightly (less than 1 3/8") as required to course with inasonr q Y O 2: Daus E HUNG - j .- veneer, if any. Provide filler strip between window and masonry sill if required N 36":(;2, ,2s" 9' 10 -" 9,-10-1" x 96" _ - to allow the masonry sill to course with surrounding brickwork. In no case - - -----.- - - aa - should brick be cut to either course with the head or the sill of a window or I tj ' t 13'-4 Z' 2' " 20'-2' N 1.. I 5'-8 2 12'-7" 7. door. Window sizes indicated oil plans are generic sash sizes. I cV I Z tD w ; Gose 0 b. Every sleeping room shall have at least one operable emergency escape and rescue opening. The net clear opening dimensions required shall be obtained by the normal operation of the emergency escape and rescue opening from the ro to 0) x o I a - - ofl�e o z - o i 9. inside. Emergency escape and rescue openings with a finished sill height below the N° Upper o M adjacent ground elevation shall be provided with a window well. Bedroom 2 Living N '� m o 10. Emergency escape and rescue openings shall open directly into a public way, or r to a yard or court that opens to a public way or into a screen enclosure, where a screen door is provided leading away from the residence ° o 11- Refer to plans & exterior elevations for window types. Coordinate operability of windows & direction of swing of casements _ Z CD - - -- 0 0) co N z ° 12. w/homeowner. Doors & Windows shall not be ordered, prior to nieausuring rough framing. x rn m ° t3. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall u N N 0) _, match the rooms they serve unless noted otherwise. 28' x 80" m o� x 14. Coordinate location of utility meters on site to be away front public view and to in 2x6 � �. _ N � N iiiininnize visual impact from any area of the site. Hold meters as low as possible 0 z Z W . Bath 2 x CD to allow inore effective screening p N j 15. Install termite shield at any areas where wood may come into contact with 0 OD x Q U - -- 2:32" X 6" masonry at grade; along stem walls, turn -down slabs, and piers. 10 -Um O' N T 9" 3' 1 1 1" 2 Io °' 36 x 96" 1-uTE U er pp 0 0 '.; 16. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per 2' x N -- - 9 1 of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or tv) o _ °°° o Balcony _ cn other wet or food storage areas. Boric acid shall be installed immediately before 2X6 24" x 96" 2:20" x 96" installation of insulation in insulated walls or immediately before installation of A3.3 0 A3.3 wall finish in uninsulated walls. Walls with exposed cavities do not need to be O17. treated with boric acid. °D '5c r_1 32" X 96" If sum board is used, install rnoisiure-resistant gypsum board in restrooms & gYl2 z w o aD a_ other rooms where water is present. IL a o " Bath 1 1° N18. `" Load roof prior to installing drywall. U M N o peer o 19. Install nail gaurds on framing at all appropriate locations. in 2x6 .80+ Master -- r 20. Seal all holes frarn plumbing, wising, or other uses by installing firestop/draftsop s x rn x r linens clo et rod & 16" shelves / / 22 \ between each floor, and to mate to roof framing. P 1 g _ W x m N " Bedroom - -- -- ___ - A9.1 I --1. Builder shall coordinate all shelving & storage requirements with homeowner. X N m -la Laun�_Y i 22. Center plumbing fixtures in space provided unless noted otherwise. Provide not a - _ -2x6 --- -. _ . - less than the following clearances from finish wall to fixture on either side: U N 1 2E X 96" SLIDING Z x Lavatory: 15".I Toilet: 18"- BeClr00111 aN =� I ^N ° N 23. No tyle slivers shall be allowed, layout tiles prior to setting, and adjust as required. in o ° ^� v Upper In z o - ' 24. Handrails are required at all interior stairs with 4 or more risers. QO Master ( _ 3 W - - -- - I 9, A9- 1 �. �N X I� 8" x so" N Bath co o Square Footage aD M I� 4' O" 4'-0" p F 00 p ; N ID W i x 13-4-l' . O 8._ 2 t.. II 14'- 1 0" � to = --- ----- Iv sink�Ll -F----36" A NHeated / Cooled 3,436 sq fto N unm - - O 2nd floor 1,760 sq ft --- - - ----: _ - - - - -� 2nd floor Upper Balcony 275 sq ft I, 2: D36U672f1 NG 2: FIXED �36' X 90" 24'E 48T 24'E 48r 28'x 72CAS E� T i CASEMENT 28" x 2" A A3.3 8'_0" 7-8 2' 4'-3 2 4'-3 Z' 2'-5" 1 1 O" 3'-10" 9' 1 1 " 2'-6 Z' 1 z "TV tit 15'-8 z 8'-7" 29'-8 Z' 54'-0"7-4 ' f A --- 1.oA - Second Level Floor Plan A2.2 0 2' 4' 6' 8' 10' 12' 14' 16' 1 t O lJ V _ vE J LL_ .-o v v fa U Q, m �3 ,U 4J !id 4✓ .� v o, U Lr) _c C1� Ln '- 0 C M12 A2.2 1I f® I 00 '-1 i\ ti -1 0 �i O U C O c� CID O U U O ED ko V _ vE J LL_ .-o v v fa U Q, m �3 ,U 4J !id 4✓ .� v o, U Lr) _c C1� Ln '- 0 C M12 A2.2 1I ROOF PLAN NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. f dimensions I. are in question, the roofer shall be responsible for obtaining clarifi ation before continuing with construction. Builder shall verify all dimensions & -onditions at 2. jobsite. 2. See Floor Plan for building dimensions. 3. Begin metal roofing w/hill panel at most visible edge of roof m .ss seams are 3. shown on elevations to align with exposed rafter tails or dentils bel w, in which case roof panel installation shall conform with elevations. 4. Metal roofing shall have no added striations in the flats. 5. Begin shingle roofing w/frill shingle at most visible edge of roof. 4. 6. Roof penetrations are permitted only in the areas noted. Rot to all vents, exhausts, flues & other penetrations to these areas & terminate as per code. 7. All roofing and roofing details shall be installed in strict accordance with industry standards and manufacturer's instructions. No work shall con 'ct with the manufacturer's guarantee or warranty. 8. Provide flashing as per details or as per SMACNA if no details are town where 5. roof pitch changes or where roofing intersects with vertical surfaces.. 9. Hold downspouts tight against walls. 10. The installation subcontractor shall be frilly responsible for all roofing work. 11. All slopes are indicated on the Drawings. 12. Paint all roof mounted accessories to match roof color selected by homeowner. 13. All exhaust fan, vent, flue & stack openings are to be cut & sealed by builder. 14. Roof vent terminals shall be 12' away from and 2 above any air intake, door or window, 18" away from any vertical wall extending above roof vent, and not below any roof eave, or as required by local codes. 1 6. 7• 8. 9 FLASHING NOTES Install all exposed flashing w/concealed cleats. Surface fasteners of any type are I. unacceptable. i Base flashing shall be 2 ounce copper -fabric flashing equal to AFCO. Base flashing shall run up 6" minimum behind sheathing when -installed at wood floor 2. system or shall offset up 1 brick course minimum if installed at CMU backup. Window & door head flashing shall be 2 ounce copper -fabric flashing equal to AFCO n brick veneer or shall be either 16 ounce copper or .os9 factory pre -primed alumintun break iiietal at homeowner's option for airy other non -masonry wall finish. s Eave & rake flashing shall either 16 ounce copper or .019 factory pre -primed aluminum break metal at homeowner's option. All roof edge flashing shall extend to" minimum behind roofing felt or other roofing material. Verify that 2. flashing runs not only under roofing material, but also under sub -roofing material such as roofing felt. Eave flashing at gutters shall extend to cover back leg of gutter, but shall terminate above rim of gutter. 3 - Chimney & cricket flashing shall be 16 ounce copper flashing (no exceptions unless roofing is metal, in which case flashing shall match roofing material). Install pan flashing atchimney which extends from outside face of chinnev to inside of clay tile flue liner. Turn flashing up 1/2" inside flue liner. Install 16 4, ounce copper step flashing under chimney cap flashing. Pan flashing shall overlap step flashing 6" minimum. Tie masonry chimney to roof framing immediately below flashing w/rigid metal straps (minimum 1 each side of chimney). Crickets 5. shall be installed on high side of all chimneys or other roof penetrations exceeding 36" in width. Cricket flashing shall be installed over plywood roof deck backing. Crickets shall slope 3/12 nsininsum. Valley flashing shall be either 16 ounce copper or .oa9 factory pre-printed aluminum break metal at homeowner's option 12" wide utininwnr centered in valleys. Lap joints 12" mininnun, color to match roof color. 1 Gutters shall be 16 ounce copper or factory pre -primed .032 altionnum ready for Finish painting. (See Drawings for gutter size and shape). The back leg of all gutters shall extend r" minimum above front rim. Gutters :shall be liking with z matching metal strips which are attached ander shingles. Penetrations of back of gutter or of eave flashing shall not be permitted. Downspouts shall be 16 ounce copper or factory pre -primed .032 aluminum 3. 4. ready for finish painting. (See Drawings for downspout si/e and shape). Downspouts shall be attached to wall w/snatching nietal strips which are 5 attached to wall behind downspouts. 6 Raking roofs and chimney flashing shall be stepped flashing at masonry walls. 7. step flashing is the most desired flasking detail for water-proofing/longevity, and has to be installed while laying brick or block. If masonry waIIs are already laid, cut block or brick with a saw, parallel with the lower roof pitch and insert the g. flashing, then close saw joints Nv/appropriate caulking. A3. _ B A3.3 A A2.3 Roof,Plan 0 2' 4' 6 8' 10' 12' 14' 16' 1/4" PLAN PLAN NOTES Do not scale Drawings. Use only dimensions .shown on drawings. If dimensions are in question, obtain clarification before continuing with construction. Builder shall verify all dimensions 8,: conditions at jobsite. See A0.1 for specifications & Notes. VENTILATION NOTES All attics; crawl spaces & other concealed areas shall be ventilated as per local building codes, or provide spray four insulation on uderside of roof deck to allow non -vented attic condition. If attic is vented, Soffit vent shall be equal to Air Vent 2" continuous aluminum soffit vent. If shingle attic is vented, Ridge vent shall be Air Vent Ridge Univent (absolutely no substitutions). Terminate ridge vent w/manufacturer's standard end cap t2" from end of ridge. Cut roof deck back to provide air passage as recommended by manufacturer. Homeowner, or Architect shall select color, color should match prominent roof color. Crawl space ventilation shall be decorative grilles as shown onelevations if shop -vin w/insect screen on inside or shall be 8" x 16" manually operated painted metal vents if not shown. If attic is vented. Provide insulation battles at ventilated eaves as required to assure minimum s" clear airspace at bottom of roof deck. ROOF FRAMING NOTES All structural members shall be sized to carry all imposed loads by a structural engineer. Refer to engineering set, and contact Architect in the event of any discrepancies. Refer to structural drawing for roof deck size, though shall be no less than 5/8" Exposure s T&G Sturd-I-Floor plywood. Particle Board is NOT allowed. Hold roof deck panels apart as recommended by decking manufacturer. Hold roof deck panels away from items penetrating roof deck as recommended by roof deck manufacturer to allow for expansion & contraction of roof deck. Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where ceiling joists run perpendicular to rafters. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber: See Wall Sections for exact configuration of framing members at exterior walls. DRAFTSTOPPING NOTES Draftstopping shall be installed in attics, overhangs & similar concealed spaces so that the area between draft stops does not exceed 3000 SF. Draft stop materials shall be not less than 5/8" gypsum board. Draft stop material shall be adequately supported. Any openings in the draft stop partition such as access doors shall be protected by self-closing doors. Required ventilation of concealed attic spaces shall be maintained. COMMUNITY DEVELOPMENT APPROVED 0 u i A2®3 1 u L2 ;S C 1 vl ryC _V 00 U C N O U f6 G O C.i O) m O U O d] o\ C I N 2o4 Note: Details of the door or window are not shown. here. The intent of this drawings is only to illustrate exterior trim work. Consult Architect is there are any questions concerning these conditions. stucco wall as detailed elsewhere (see schedules details & specifications) on CMU wa window head flashing run 6" up behind bond beam and out to drip as shown -= CMU bond bearn-- sheetrock return-----&- ix eturn --..,_rx PT door casing on nailer -- stucco head shaped as shown w/i/z" drip & stucco head return under CMU __ wall as detailed elsewhere (see schedules, details & specifications) ----- rx PT window casing on nailer -------- window (see Drawings for type, size & design) PT 2x window "buck''-' 2x4 sleepers 16" OC w/interior finish as detailed elsewhere ----- -- window sill flashing run up over PT 2x sill and out to drip as shown over stucco finish sloped concrete sill window sill on PT 2x window "buck stucco wall as detailed elsewhere (see schedules. details & specifications) over Im 23. a -iv 2- 4' REVEAL Window Jamb Ext jzZ i s t i i - : 1.. SHIM SPACE ♦ ._.... :: �.Y w. ` ���.„ ��i I Window Jamb Interior Window Head, Jamb & Sill Section/Elevation 12 6 6 A3_._1 Note: This detail is typical in nature, and is intended to outline the general procedures for flashing & jamb -wrapping doors & windows. Opening sizes shown here are purely schematic. See Floor Plans and/or Door & Window Schedules & Elevations for sizes of openings. See Wall Sections for thickness of wall. Step 1: Extend sill flashing 6" minimum each side of opening or 2" past edge of jamb casings (if larger than 6") for woo -A openings & wrap up over sub -sill Step 2: Extend 10 mi] vinyl jamb wrap 6" minimum eacl-----___.__ seal these locations thoroughly with exterior sealant cut jamb wrap at angle-- own w ere wrap meets sill &: extend over sill flashing as shown Note: Vinyl jamb wrap is not shown on door & win0ow details for clarity, but should be installed on all exterior openings as shown here. Step 3: Install head flashing overjamb flashing& extend head flashing 6" minimum each side of opening Note: Head flashing should be run up behind wall sheathing whenever possible. e A3.1 Opening Flashing Detail II_.—II �' g 6 A3.1 Note: Details of the window & frame are general in nature and may not represent exact configurations, as this may vary between manufacturers. Consult, Architect if there are any questions. door or window (see sGhedules f_ +y pet__ size & design) -- 2x6 casing over exterior sheathing jamb w/jamb extension over-shftnspae-e-_ as required over 2x6 stud I x6 flat casing over interior wallboard LUZ door or window (see schedules for type, size &design) N — C �I ._ o rya � i U I 00 1 4 0 -iv 2- 4' REVEAL Window Jamb Ext jzZ i s t i i - : 1.. SHIM SPACE ♦ ._.... :: �.Y w. ` ���.„ ��i I Window Jamb Interior Window Head, Jamb & Sill Section/Elevation 12 6 6 A3_._1 Note: This detail is typical in nature, and is intended to outline the general procedures for flashing & jamb -wrapping doors & windows. Opening sizes shown here are purely schematic. See Floor Plans and/or Door & Window Schedules & Elevations for sizes of openings. See Wall Sections for thickness of wall. Step 1: Extend sill flashing 6" minimum each side of opening or 2" past edge of jamb casings (if larger than 6") for woo -A openings & wrap up over sub -sill Step 2: Extend 10 mi] vinyl jamb wrap 6" minimum eacl-----___.__ seal these locations thoroughly with exterior sealant cut jamb wrap at angle-- own w ere wrap meets sill &: extend over sill flashing as shown Note: Vinyl jamb wrap is not shown on door & win0ow details for clarity, but should be installed on all exterior openings as shown here. Step 3: Install head flashing overjamb flashing& extend head flashing 6" minimum each side of opening Note: Head flashing should be run up behind wall sheathing whenever possible. e A3.1 Opening Flashing Detail II_.—II �' g 6 A3.1 Note: Details of the window & frame are general in nature and may not represent exact configurations, as this may vary between manufacturers. Consult, Architect if there are any questions. door or window (see sGhedules f_ +y pet__ size & design) -- 2x6 casing over exterior sheathing jamb w/jamb extension over-shftnspae-e-_ as required over 2x6 stud I x6 flat casing over interior wallboard LUZ door or window (see schedules for type, size &design) Note: Details of the door or The intent of this drawing is only to illustrate exterior trinlvvork. Consult Architect if there are any questions rditiotts- wall as detailed elsewhere (see schedules, details & specs) _ door (lead flashing nal up 6" rind out over drip cap as shown 114" REVEA Note: Details of the door or --R'iudow are �sn hPrP The intent of this drawing is only to illustrate exterior trimvvork. Consult Architect if there are any questions ' c'r'rnin� truer rnn�liticure wall as detailed elsewhere (see schedules, details & specs) ldow head flashing run up 6" and out over drip cap as shown u�uonura� I rvo JR4 G • 1 51 /2 SCALEA3.1DOOR. CASEMENT MENT OR TRANSOM MULLION LION 1 -0 A3.1 DOOR HEAD & AMBSECTION/ELEV IONWINDOW 1 -O A3.1 HEAD & JAMB ELEVATION NOTES r. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining cl rifrcation before continuing with construction. Builder shall verify all dimension & conditions at jobsite. 2. Finished grade lines shown are approximate. Verify that finis }red grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with honreowiier. Builder shalt take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. 3- See details for exterior materials not shown here. 4. Gutters & downspouts may not be shown for clarity. Honreoler may elect to use rain diverters over doors & walkways in lieu of gutters The Architect suggests omitting gutters if there are any trees in the general vicinity of the house since stopped -up gutters overflow, eventually rotting cave trim. Properly -planned French drains in the ground below eaves can carry water successfully away from the house. If gutters & downspouts are used, locate to allow drainage to flow away from house, adjacent structures & property line. Locate downspouts in iron -visually -offensive locations Do not locate downspouts on front face of house unless shown. The Architect suggests the use of traditional half -round gutters &round downspouts should the homeowner elect to install gutters & downspouts. S. All stucco joints shown on elevations are control joints unless troted other -wise. Space stucco joints equally as shown unless noted otherwise. 6. All columns shown shall be Architectural Grade. This grade includes correctly -proportioned base & capital details & proper entasis (takr). 2x8 ar N v in Z4-1 m 0 0 v t fa v c t U 0 N u N — C �I ._ o rya � i U 00 0 L Z n� ti _ w'' F- a v 0 U a v N N D I 1 Note: Details of the door or The intent of this drawing is only to illustrate exterior trinlvvork. Consult Architect if there are any questions rditiotts- wall as detailed elsewhere (see schedules, details & specs) _ door (lead flashing nal up 6" rind out over drip cap as shown 114" REVEA Note: Details of the door or --R'iudow are �sn hPrP The intent of this drawing is only to illustrate exterior trimvvork. Consult Architect if there are any questions ' c'r'rnin� truer rnn�liticure wall as detailed elsewhere (see schedules, details & specs) ldow head flashing run up 6" and out over drip cap as shown u�uonura� I rvo JR4 G • 1 51 /2 SCALEA3.1DOOR. CASEMENT MENT OR TRANSOM MULLION LION 1 -0 A3.1 DOOR HEAD & AMBSECTION/ELEV IONWINDOW 1 -O A3.1 HEAD & JAMB ELEVATION NOTES r. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining cl rifrcation before continuing with construction. Builder shall verify all dimension & conditions at jobsite. 2. Finished grade lines shown are approximate. Verify that finis }red grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with honreowiier. Builder shalt take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. 3- See details for exterior materials not shown here. 4. Gutters & downspouts may not be shown for clarity. Honreoler may elect to use rain diverters over doors & walkways in lieu of gutters The Architect suggests omitting gutters if there are any trees in the general vicinity of the house since stopped -up gutters overflow, eventually rotting cave trim. Properly -planned French drains in the ground below eaves can carry water successfully away from the house. If gutters & downspouts are used, locate to allow drainage to flow away from house, adjacent structures & property line. Locate downspouts in iron -visually -offensive locations Do not locate downspouts on front face of house unless shown. The Architect suggests the use of traditional half -round gutters &round downspouts should the homeowner elect to install gutters & downspouts. S. All stucco joints shown on elevations are control joints unless troted other -wise. Space stucco joints equally as shown unless noted otherwise. 6. All columns shown shall be Architectural Grade. This grade includes correctly -proportioned base & capital details & proper entasis (takr). 2x8 ar N v in Z4-1 m 0 0 v t fa v c t U 0 N u Shutters shall be sized to match actual window openings. Mou t with hinges & ! a--+ C hold in place with shutter dogs located at bottom rail as shown. It is the 1 1 DOOR SILL &JAMB SECTION�ELEVA PION 1 �/Z o12 WINDOW JAMB &SILL SECTION/ELEV. 1 1/2 Q y Architect's opinion that it is better to use no shutters at all than to use the A3. 1 - � v common fake screwed -on type. 8. Double windows shall not be constructed front the factory gal ed together; all �I -f double windows shall be seperated by a vertical wood mullion. v — QE - o U M vc COMMUNITY DEVELOPMENT 3 APPROVED L 12 r- I 6 - -- -shingle roofing 21 __------- - fascia I I II — C d ._ o U 00 L r� n� ti U Q) � v U a v E6 0 0 c� CZ U r A3.1 �1 u' 0 CY1 i Shutters shall be sized to match actual window openings. Mou t with hinges & ! a--+ C hold in place with shutter dogs located at bottom rail as shown. It is the 1 1 DOOR SILL &JAMB SECTION�ELEVA PION 1 �/Z o12 WINDOW JAMB &SILL SECTION/ELEV. 1 1/2 Q y Architect's opinion that it is better to use no shutters at all than to use the A3. 1 - � v common fake screwed -on type. 8. Double windows shall not be constructed front the factory gal ed together; all �I -f double windows shall be seperated by a vertical wood mullion. v — QE - o U M vc COMMUNITY DEVELOPMENT 3 APPROVED L 12 r- I 6 - -- -shingle roofing 21 __------- - fascia I I II — ° E LL ._ o U a L n� U � v C a v Shutters shall be sized to match actual window openings. Mou t with hinges & ! a--+ C hold in place with shutter dogs located at bottom rail as shown. It is the 1 1 DOOR SILL &JAMB SECTION�ELEVA PION 1 �/Z o12 WINDOW JAMB &SILL SECTION/ELEV. 1 1/2 Q y Architect's opinion that it is better to use no shutters at all than to use the A3. 1 - � v common fake screwed -on type. 8. Double windows shall not be constructed front the factory gal ed together; all �I -f double windows shall be seperated by a vertical wood mullion. v — QE - o U M vc COMMUNITY DEVELOPMENT 3 APPROVED L 12 r- I 6 - -- -shingle roofing 21 __------- - fascia I I II 1 7 ----beam A3.3Ti� 2' _fir: C01rt11n1 9 handrail N ----porch entablature i i wood column stucco finish — steps Front Elevation 0 2' 4' 6 3' 10' 12' 14' 16' 1 1 A3.1 i -- inirateck 16" siding LF - - - - - x') WOOC Corbels 12 _ ° - - -- -- drip A3.1 --- --- eap en 7 A3.1 -. louvered "false" �i-indov,, ` 7 A3.1 .. North Elevation 1 7 ----beam A3.3Ti� 2' _fir: C01rt11n1 9 handrail N ----porch entablature i i wood column stucco finish — steps Front Elevation 0 2' 4' 6 3' 10' 12' 14' 16' 1 1 B A3.2 i II q,413 9 A3. a 12 \ 6 PLAN NOTES ELEVATION NOTES TRIMWORK NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification are in question, the builder shall be responsible for obtaining clarification before I. All finish work shall be executd by qualified subcontractors, and shall be filled, before continuing with construction. Builder shall verify all dimensions & continuing with construction. Builder shall verify all dimensions & conditions at sanded smooth and ready for finishes. Trion materials should be tempered to conditions at jobsite. jobsite. ambient project conditions. All finish limber, trim, moldings & nnillwork shall 2. See A0.1 for specifications & Notes 2. Finished grade lines shown are approximate. Verify that finished grade slopes have a moisture content of 12% or better. 3. Sea turtle protection requirements F.A.0 62B-34.070(1) : (a.) All -,windows and away from building for at least 48" outside building perimeter. Builder shall 2. Exterior fascia shall be Azek or backprimed solid wood, & screwed C>orners I glass doors on the seaward and shore parallel sides of the dNwelling shall be tinted r -I establish finish floor elevation in consultation with homeowner. Builder shall (see Drawings for widths). Finger joint materials NOT' allowed. to a 'T'ransmittance Value of 45% or less through the use of tinted glass, window r.. take into account design intent, including number of steps water table masonry, �, steps, airy, 3. Exterior soffits shall be backprimed solid wood up to ii" it) width or shall be film or screens. (b.) All lighting will comply with types of lighting authorized by etc. Builder sliall also assure that there is adequate clearance between finishg rade 1/2" smooth factory -primed exterior hardboard if greater than 1.r" wide (see the general Permit." & zny wood construction. Drawings for widths). Finger joint material is NOT allowed. 4. Sea turtle protection requirements F.A.0 62B-34.070(4) :All lighting will 3. See details for exterior materials not shown here. 4. Exterior cornerboards & casing shall be backprimed 2x solid wood (see comply with types of lighting authorized by the general Permit." 4. Gutters & downspouts may not be shown for clarity. Homeowner may elect to Drawings for widths). Finger joint material is NOT allowed 5. See Electrical Plans for Exterior Light Fixture cut sheet & Selections use rain diverters over doors & walkways in lieu of gutters. The Architect 5. Interior triinwork shall be shapes as shown on drawings• O suggests omitting gutters if there are any trees in the general vicinity of the RICK NOTES house since stopped -up gutters overflow, eventually rotting eave trim. ELEVATION NOTES Properly -planned French drains in the ground below eaves can carry water M successfully away from the house. If gutters & downspouts are used, locate to 1. All masonry shall be laid plumb, true and square ,v/filled joints. No work shall allow drainage to flow away from house, adjacent structures & property line. 1. Do not scale Drawings. Use only dimensions shown on drawings. If din -rasions � be done subject to freezing conditions. All exposed work shall be acid -washed in Locate downspouts in non -visually -offensive locations Do not locate are in question, the electrician shall be responsible for obtaining clari cation strict accordance w/brick & mortar manufacturers' instructions & rinsed to downspouts on front face ofhouse unless shown. The Architect suggests the use before continuing with construction. Builder shall verify all dimensions & remove all acid & mortar residue. Air space behind brick -,vork below flashing at of traditional half -round gutters '& round downspouts should the homeowner conditions atlobslte. flush grade shall be filled with grout (see wall section). Newly laid masonry shall elect to install gutters & downspouts. 2. See A0.1 for specifications & Notes not be disturbed in any manner. Any section which has been disturbed before 5. All stucco joints shown on elevations are control joints unless noted otherwise. mortar has set shall be completely removed & re-laid. Protect masonry work Space stucco joints equally as shown unless noted otherwise. SIDING NOTES from moisture and temperature changes at the end of each day's work. 6. All columns shown shall be Architectural Grade- This grade includes 2. Face brick shall be type SW modular size (2 1/4" x 3 5%8" x 7 5/8") & shall be correctly -proportioned base & capital details & proper entasis (taper). selected by homeowner or Architect. Face brick shall meet the requirements of 7. Shutters shall be sized to match actual window openings. Mount with hinges & I. Exterior shingle siding shall be Cedar shake installed on breather fabric or infilar. ASTM Designation C-216. Pre -,vet brick if Initial Rate of Absorption exceeds hold in place with shutter dogs located at be ttorn rail as shown. It is the 2. Brick shall be Owner Selected, printed & painted. 30 gravis per minute in an area of 30 square inches. Do not pre"vet brick Architect's opinion that it is better to use no shutters at all than to use the 3. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth and. otherwise. Prewetting should be accomplished by thoroughly wetting the pallet common fake screwed -on type. 4. All siding shall be installed as per Manufacturer's instructions. or stack of brick 24 hours before they are to be laid, allowing the surfaces of the 8. Double windows shall not be constructed from the factory ganged together, all 5. Exterior trim shall be Azek or similar, backprimed solid wood, & screwec brick to dry before laying. double windows shall be seperated by a vertica; wood mullion. corners (see Drawings for widths). Finger joint material is NOT allowed. 3. Mortar shall be freshly prepared and uniformly mixed in the ratio by volume of 1 part cement, 1 part lime putty, 6 parts sand &shall conform to ASTM 270 and to BIA Designation Ml-72.Lime putty may be omitted if plastic type cement is STUCCO NOTES used. All mortar joints shall be completely filled as the masonry units are laid. 4. Mortar color shall be selected by Honleowner or Architect. t. Stucco veneer options, including but not limited to true 3 -coat stucco system, 5. Mortar joints shall be tooled joints. Pattern shall be selected blonneo�wncr or hard -coat, soft -coat. mechanically -attached, adhesive -attached, etc. Architect. should be reviewed by any user of these plans &,disclosed to the 6. Temporary brick wall shall be built for selections. homeowner, if any, in advance of construction. Issues asso,:iated with 7. Provide and install corrugated masonry ties 24" OC vertically & I izont:ally. the various stucco veneer options should also be reviewed & carefully 8. Provide cotton weeps immediately above flashing. Extend weeps 3" minimum considered, such as the stucco system's weatherability, durability, cost, past back face of masonry veneer, curling into air space as required. Extend maintenance, potential ploblenls associated with moisture, local climate weeps past front face of masonry veneer & trim to flush w/finish surface after conditions, availability of insurance coverage, availability of termite nlasonry veneer is cleaned. protection, availability of loans & restrictions thereto, etc. Regardless of the stucco system selected, it is the builder's responsibility to ensure that all manufacturer's instructions/specifications are exactly followed. _ 2. All stucco joints which are to be centered over an architectural element are delineated ,vith a crosshair at the object they are to center on. Any joints between centered joints shall be equally spaced. _ 3. All stucco joints which are to be centered over an architectural element are delineated with a crosshair at the object they are to center on. Any joints between centered joints shall be equally spaced. 4. Stucco finish shall be smooth sand. 5. ASTM standards shall be met for ALL stucco applications. 6. Stucco over wood frame shall meet ASPM C-926 and AS'T'M C-1063. 12 \ 6 South Elevation 12 5 --shingle rc 2x6 corner board Hardy Lap Siding m iV m shingle roofing - drip cap wood colunn stucco finish vertical siding Rear Elevation 0 2' 4 8 Y 12' 14' 16' COMMUNITY DEVELOPMENT APPROVED '9'-' O' -t 1 /8" JUSE TOP PLATE PLATE HEAD HEIGHT HOUSE 1 ST ELOORJ--, a W v V) s 0 0 a� U) Z to U co .-e 0 N W u X cq � I oU co r -I r.. U C L 0 South Elevation 12 5 --shingle rc 2x6 corner board Hardy Lap Siding m iV m shingle roofing - drip cap wood colunn stucco finish vertical siding Rear Elevation 0 2' 4 8 Y 12' 14' 16' COMMUNITY DEVELOPMENT APPROVED '9'-' O' -t 1 /8" JUSE TOP PLATE PLATE HEAD HEIGHT HOUSE 1 ST ELOORJ--, a W v V) s 0 0 a� U) Z to U co .-e 0 N W u Q> i V - vE lL ._ o � V ^l �� `Ld U CD W r - �3 vJ U 4,J J v I I � vi � C r-1 ti G 0 r 7 ^ L vl � N Y � U Ln s L v� 1 I 6 . Ln cq � I oU co r -I r.. U C L 0 m c O U M 0 U 0 0 M P"' Q> i V - vE lL ._ o � V ^l �� `Ld U CD W r - �3 vJ U 4,J J v I I � vi � C r-1 ti G 0 r 7 ^ L vl � N Y � U Ln s L v� 1 I 6 . Ln MATERIAL KEY BUILDING SECTION NOTES mummmmommm 4' CMU wall Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before �, 8" CMU wall continuing with construction. Builder shall verify all dimensions & conditions at jobsite. All structural information shown is for reference purposes only. Builder shall }• }• concrete have a local licensed structural engineer review actual site conditions & design all structural elements such as framing, footings, foundation walls & slabs. Their masonry veneer design must take into account locally -required live loads, wood species, and types of joists and rafters (dimensional .lumber, LVL, metal- or plywood -web truss joists, etc.,) any of which may vary with your locality, contractor, and building material supplier. Building sections are abstracted outlines of actual building components. See wall sections & other details for actual configurations. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with Homeowner, or Architect. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. See details for exterior materials not shown here. Wall height dimensions are to top & bottom of wall. Actual stud height will be less, depending on number of top & bottom plates (see wall sections). Floor system dimensions are to top of plywood floor decking and bottom of joist, which typically coincides with top of wall plate for walls below or bottom of wall plate for walls above. Masonry dimensions are to top of brick or CMU. Because of drawing limitations, section cut lines on floor plans may be shown cutting through doors, windows, or other openings. But some building sections may not show openings for clarity. o. Because of the scale of building sections, items beyond the section plane such as doors, windows, cabinets, etc., are typically not shown unless they are required to communicate the intent of the drawing, such as columns beyond that support a porch beam. yam. siding over exterior sheathing over wall as detailed elsewhere metal base flashing shaped as shown installed w/conti uous cleat so that there are no exposed fasteners I g„ 3 WALL TO ROOF FLASHING DETAIL A3.3 rail chamfered from 2x8 on 6x6 newel post --_� zx4 rail ve fixed louvers metal rake flashing (see Specifications) bent as shown (run flashing under roofing felt over PT 1x8 — -----� framing and rake thin shown elsewhere; only flashing and decking are detailed here bottom rail cut fro 2x6 4 1 _ N support at each end; use 2x6 middle Jj posts for spans wiler than 6' —�–--� 6'-0 oR CENTERED IN BAY �- Handrail Section/Elevation A3.3 COLUMN DETAIL `Ldr uiS cine ations) kbCU bent Specifications) bent as shown (run flashing up as shown under roofing felt over PT Ix8 frarnin =and take trim shown elsewhere; only fashing and decking are detailed here j 14- 3 oa5 Eave Flashing Detail face of beam, face of beam & face of columns must align--- -. axa w/II/4" quarter round below as shown _ _ column cut from Ixtz's wrapping structural column (see framingpplan for size of structural column; rovrde column sized to carry loadpif not shown but in no case less than 4x4; locate column within column casing as required by beam location shown in wall column base chamfered as shown from Ixio—__ _----- A3.3 Note: stack rafters over wall studs so that loads are closely transferred as shown. install hurricane clip to tie every ratter to double top plate and another clip to tie top plate to every stud; engineer to determine clip specification to meet or exceed all wind load requirements, and rents of local authorities, but in no case sh ll clip be less than Simpson x8 ­� 3t oa�. RAFTER—WALL STRAPPING I -mLa,'- ..... ..... I atlte entire lSC ill 1/2" plywood \ 1. stack upper level studs over lower level studs so that wind strapping ties studs together install 1-1/4" wind strapping 32" OC {every ' other stud w/tov nails; engineer to determine end lap to meet or exceed all L1 wind load requirements, and requirements f� of local authorities --- _ 4 oc �r Yp cy<� a J Transverse Building Section Rear Elevation 0 2 4 S' 10' 12' 14' 16' L I cave flashing w/continuous cleat anchored to continuous pt Ix8 cave backing-----� Roofing on roofing felt over plywood \� roof deck over rafters or trusses .• 86 r 12 er ori6 Pss . sheetrock ceiling attached to framing spray foam insulation ----- I x2 nsulationIx2 drip on 1x8 fascia w/soffit Hardy siding finish over waterproof building paper over exterior sheathing on insulated wall w/interior finish as retailed elsewhere wall to roof flashing plywood floor deck on floorjoists (see Floor Framing Plan) w/band joist at perimeter---------,, �UpC UUUUUC� 18" FLOOR TRUSSES 6 A3.3 5 A3.3 V-4" o 3 A3.3 cave flashing w/continuous cleat anchored 1 to continuous pt 1 x8 cave backing Roofing on roofing felt over plywood root \ � deck: over rafters or trusses \ 3 I WALL SECTION NOTES 1. Do not scale Drawings. Use only dimensions shown oil drawings. If din ensions are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. All structural information shown is for reference purposes only. Builder shall have a local licensed structural engineer review actual site conditions & design all structural elements such as framing, footings, foundation walls & slab;. Their j design must take into account locally -required live loads, wood species, and types of joists and rafters (dimensional lumber, LVL, metal- or plywood -web truss -joists, etc.,) any of which may vary with your locality, contrac or, and building material supplier. 3. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with Homeowner, or Architect. 4- Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood constriction. a1° 5- See details for exterior materials not shown here. p 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be less, depending on number of top & bottom plates (see wall sections). 7. Floor system dimensions are to top of plywood floor decking and bottom of joist, which typically coincides with top of wall plate for walls below oi bottom of wall plate for walls above. 8. Masonry dimensions are to top of brick or CMU. 9. Because of drawing limitations, section cut lines on floor plans may b shown cutting through doors, windows, or other openings. But some building sections may not show openings for clarity. lo. Because of the scale of building sections, items beyond the section plane such as doors, windows, cabinets, etc., are typically not shown unlessthey are required to communicate the intent of the drawing, such as columns beyond tha support a porch beam. A3.3 sheetrock ceiling attached_ _/t. •IN .' —� s/p'� waterproof membrane over 3/4" PT Typical CMU Section g Eave K IN cnla 1 -IN 0 -Io i i to floor framing overhang plywood I" to drip I Apply hydrostop coat over plywood, install — -—sleepersl6"OCY_ apply2nd-coaLof -- --- - — a o hydrostop coating over sleepers & plywood 6mml�Wuu _ 2x8 top plate bolted to CMU wall----- J:. Elk MIa ALL PT PORCH FRAMING & PT 2X10 DECKING (V beaded board porch ceiling on 2x4 ceiling beaded board porch ceiling attac led to floor joists. framing 24" OC create drip for waterproof mem ane in 2x material and behind Ix4 fascia —---� beam: lx l0 frieze w/bottom member cut i 1 1 x6 architrave, w/soffit to matc h column stucco finish on 8" CMU filled block from 1x12 & notched both ends 3/8" as / beam: 3/4" quarter round on vertical I x4 beam: I attached to sleepers overhanging PT shown for dri plywood — _ i 5' 8" V-0_ column beyond-------� •yN - ttI 11 i i • A3.3 I rl bullnose brick pavers at porch edge over j I brick veneer (4" CMU where covered by 1 finish grade) over 8" L -block at top course of foundation wall - brick pavers at porch floor on 4" concrete slab on compacted earth I " 8" CMU's on concrete footing as shown w:' j \ 8" L-block�— 2 45's continuous & 44's 24" OC bearing 4" concrete slab over VB on on compacted earth (tum 45's up 24" OC 1 compacted earth, provide <j , into foudation wall) controljoints — --- 1 a IL a d' foundation, see structrual a engineering drawings--- -- _ i W _ - _ w rc ::. 8" TOE TOE ... .. 6' 0 LU 3" ::LEAR 3" L AR 3" L AR 3" L AR 2'-O" - r o� of 9. A9 , Section @ Rear Porch .1A, .'.•:• •-.•.':n/l see engineering for rafter or truss sizes spray foam insulation sheetrock ceiling attached to framing 2x 10 frieze Hardy siding finish over waterproof building paper over exterior sheathing on insulated wall w/interior finish as detailed elsewhere — run flashing & waternroofing membrane up wal I -- — plywood floor deck on floorjoists (see Floor Framing Plan) w/band joist at perimeter------, VV Roofing on roofing felt over plywood roof deck over rafters or trusses rake flashing w/continuous cleat anchored _ to continuous pt 1 x8 cave backing Cedar shingle finish on breather fabric over waterproof building paper over exterior sheathing— -- �— wall to roof flashing----- -- -- - --- I x2 drip on I x8 fascia w/soffit - -- — -- beaded board porch ceiling on 2 4 ceiling framing 24" OC C --- oA beam: 1 x8 frieze w/bottom member cut from, Ix6 & notched both ends 3/8" as shown for _-._...__ drip—__�_ } _i E 1 E 7-9" column beyond -I0D N O 18' FLOOR TRUSSES I I sheetrock ceiling attached to floor framing I 2x8 top plate bolted to CMU wall J stucco finish on 8" CMU filled block fi 4 o A3. V-4" ^IN 3 A3.3 N W i IPE decking over 20 PT sleepers on •IN .' —� s/p'� waterproof membrane over 3/4" PT Typical CMU Section g Eave 3�4, a cnla OD 0 designed by engineering i i IPE decking over 20 PT sleepers on 11 22 1 Section @ Front Porch —� s/p'� waterproof membrane over 3/4" PT Typical CMU Section g Eave 3�4, plywood over framing & beam as 4-14 designed by engineering overhang plywood I" to drip I Apply hydrostop coat over plywood, install — -—sleepersl6"OCY_ apply2nd-coaLof -- --- - — a o hydrostop coating over sleepers & plywood 6mml�Wuu _ MIa ALL PT PORCH FRAMING & PT 2X10 DECKING (V beaded board porch ceiling attac led to floor joists. create drip for waterproof mem ane in 2x material and behind Ix4 fascia —---� cove moulding over I x8 frieze v /Ix 1 on 1 x6 architrave, w/soffit to matc h column width, notch both ends 3/8" as hewn for ------ drip ----------- beam: 3/4" quarter round on vertical I x4 beam: attached to sleepers overhanging PT plywood — _ cave flashing w/continuous cleat anchored to continuous pt Ix8 cave backing--------- Roofing acking— -- --_`Roofing on roofing felt over plywood roof deck over rafters or trusses — she' •'.� 12 sheetrock ceiling attached_% to framing— spray raming —spray foam insulation Ix2 drip on Ix8 fascia w/soffit Hardy siding finish over waterproof building paper over exterior sheathing on insulated wall w/interior finish as detailed elsewhere ---------- II plywood floor deck on floorjoists (see Floor Framing Plan) w/band joist at perimeter ---- 6 / 5 1 U 0 V-4" ^IN 8'_1 1/4" HEAD HEIGHT I 1 1'-8 1/4" 2ND FLOOR _ _ dila cD 18" FLOOR TRUSSES sheetrock ceiling attached to floor framing---' t 2x8 top plate bolted to CMU wall-------­ flashing all-- flashing over drip cap on 2x12, allow 2x]2 to over lap stucco- --- stucco finish on 8" CMU filled block -- — — —— 8 1� HEAD HEIGHT 1 i r s i i c c c s c i i c i i 1 i s Z l Z C `s C C 1 C s C L n C Z z a, i 'v v l U �o ru 00 ro3 • � D ro U 4.� C: 66 ,�y c _ N NY Tj ro E L V E 1:0 _o 1_ ro v M 3 v U Ov In L Ln v o i 1 11 22 1 Section @ Front Porch —� s/p'� qg 1'i Typical CMU Section g Eave 3�4, u 'v v l U �o ru 00 ro3 • � D ro U 4.� C: 66 ,�y c _ N NY Tj ro E L V E 1:0 _o 1_ ro v M 3 v U Ov In L Ln v o i 1 U °' E2.1 0 .-0 v v ^l V1 fuy A 00 r --I Q) U i U C 4-J N O U 6 C O U S' �p a -J oi w °' E2.1 iL .-0 v v V1 fuy A = m U ti ^l Vs� 4-J C: 6 m a -J CO Q1 U v c Qj U.) s� U9 o r-1 0 V) °' E2.1 A E2.2, Note:',411 cov&plates shkll be jumbo size. See ' New doorbell button. New items are generally shown bold as Finish Schedules for size o fbase for each room. indicated here. It shall be the electrical contractor's Doorbell chimes. (Install transformer in closest available concealed responsibility to coordinate baseboard sizes accessible space.) with other trades. Wired Combination Carbon Dioxide & Smoke detector (120V receptacle turned vertically (typical) baseboard up to 6 1/2" tall on the flat face w/battery backup). Provide in every bedroom, & interior cooking of baseboard area. A Empty wall box for computer or telephone w/3/4" conduit & pull c string to above ceiling or to other accessible space. L U Telephone wall jack. SECOND FLOOR Exhaust fan w/light. receptacle'turned horizontally (9o' to Exhaust fan vertical as shown) baseboard over 6 ih." tall on the flat face of baseboard — - ■ N V FIRST FLOOR M ELECTRICAL OUTLET LOCATIONS E2. 1 In Second Level Electrical Plan 0 2' 4' 6' 8' 10' 12' 14' 16' 1f 3 4 �D 0 07 NO' Electrical Plan Ivey 15a 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5252• 15a 125v duplex GFCI wall outlet equal to Leviton #8oi-65991. 2oa 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5362 served by dedicated 2oa circuit. Split -wired 15a i25v duple:c wall outlet. 15a 125-v 3 wire single pole w/ground duplex floor outlet in flush brass floor box. 15a 125-277v single pole switch equal to Hubbell #1201. 15a 125-277v 3 -way switch equal to Hubbell #1203. 15a 125-277v 4 -way switch equal to Hubbell #1203. 15a 125-277v dimmer switch. Recessed or surface compact fluorescent bulb light or LED. 4" square Recessed LED, Elitco Lighting RS4123oKRF or similar. Adjustable eyeball recessed compact fluorescent bulb light. Wall -washer recessed compact fluorescent bulb light. Large pendant ceiling fixture. Small pendant ceiling fixture. Wall fixture. Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan includes lights. O PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes 0 New doorbell button. New items are generally shown bold as indicated here. t—I 4� Doorbell chimes. (Install transformer in closest available concealed accessible space.) Wired Combination Carbon Dioxide & Smoke detector (120V w/battery backup). Provide in every bedroom, & interior cooking area. A Empty wall box for computer or telephone w/3/4" conduit & pull c string to above ceiling or to other accessible space. L U Telephone wall jack. © Exhaust fan w/light. ® Exhaust fan PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes 0 I i i izto i i �J 00 F -1 Q) I i c L U 0 U i I mo i 0 U to 0 m z On � c0m NJ r $ W O LOT 8 CONCRETE BLOCK WALL � LOT 7 W a Ul a existing 6'-0" wood fence - - / BAY '0 REMOVE OD 13" DOUBLE ,6'1 I IA LA REMOVE 6AY MYRTLE r LOT 10 REMOVE P LM Z'01 REMOVE N N 32" LAUREL,"• OAIC ------ REMOVE PALM PORTABLE CONCRETE Z W ~ U N WOOD N Q O Z , ZS SHED PALM RE ©VE__ ^�� Q O O 00 0 (REMOVE PALM r U PALn4 REMOVE W U Z O,L PAL ra N� c_ EMOVE J Existing Site Plan. U C •k L 0 _ - 1 &P LM Z 0 U U m c V ...'. *W Y �3 In O ZO' 12' 14' Q ALM 41 0 U ..r Z V _ X ....�..... _.._w......_.._......... ... _.. .. _ � ........,. _ Existing Lot Coverage Calculations _..w..m .... � _ __.._ Lot Coverage Calculations to/ 7i o I 20' BAY W m W I I Q Q REMOVE o 100.00 / X ru — ZA @ W U z W .......W 1317; 17.74%' *oposed Impervious Roofed Structures 2291 i W UU V W M I ln Pervi r w ous D ive a Y =ing 1 0 387' 18.68/g W O �........ , U 776 10.45% Proposed P posed Pervious Driveway 924 50% 462 6.22% ._..,..... ....a......W.. .m ........................ _ A.. , Existing Total Impervious 3480 46.88% Proposed Impervious Additional Concrete 18 — I ._.�. _.__ v_ W�..�� . nti _._.__.._.................................._...._........................................ .. .................. Proposed Total Impervious u_........o.���.�e . w.�..�u...�. ....m........... 3370 0> Max Lot Coverage 3712 50.00%, 24" LAUREL r. 148.00' CONCRETE LOT 8 SE 1/2" IRON E) CONSTRUCTIG _PQ SITE BLOCK WALL PIPE, LB3672 ,�•RENLO E'. �EtE i 16" PAL� .'<. RE OVE J r J ~\ —I------------- OW �-�------� ��. LOT 10 — — — REMOVE 3��� 12"lkr �1-� 10 ---------------------------- 32" LAUREL,"• OAIC ------ REMOVE PORTABLE CONCRETE Z =10.88' AVD 1988 DATUM U O Q O Z 0 PALM RE ©VE__ ^�� Q O O 00 W' U r U N W N \ PAL ra N� c_ EMOVE J i 16" PAL� .'<. RE OVE J r J ~\ —I------------- OW �-�------� ��. LOT 10 — — — REMOVE 3��� 12"lkr �1-� 10 ---------------------------- 32" LAUREL,"• OAIC ------ REMOV_� PORTABLE SANIIIT//ATION =10.88' AVD 1988 DATUM O V 0 11.. 13 PALM PALM PALM U LOT 13 SILT FENC AROUND CONSTRUCTION SITE 12.19 OKION-LINE existing 6'-0" wood fence 149.00' PROVIDE TREE LOT 16 1 BARRICADES TO PROTECT IO T 1 5 - — TREES TO REMAIN LOT 14 BENCHMARK: SET MAGNAIL INv F7 — EDGE OF PAVEMENT. ELEVATION V LL .- o � (0 Nm r �W LOT 7 W1 (1) IL LOT 8 existing 6-0" wood fence Ln Q =10.88' AVD 1988 DATUM O O 00 U 3 N N \ ra N� Existing Site Plan. U C L 0 _ - U •L+ C O U m c m O �3 In O ZO' 12' 14' M 41 1 V 0 11.. 13 PALM PALM PALM U LOT 13 SILT FENC AROUND CONSTRUCTION SITE 12.19 OKION-LINE existing 6'-0" wood fence 149.00' PROVIDE TREE LOT 16 1 BARRICADES TO PROTECT IO T 1 5 - — TREES TO REMAIN LOT 14 BENCHMARK: SET MAGNAIL INv F7 — EDGE OF PAVEMENT. ELEVATION V LL .- o � (0 Nm r �W LOT 7 W1 (1) IL LOT 8 existing 6-0" wood fence LOT 13 existing 6-0" wood fence LOT 14 (-- grass sod =10.88' AVD 1988 DATUM U 3 ra N� Existing Site Plan. _ - m �3 0 2, 4, 6' 8 ZO' 12' 14' 16' 1 r� V ....�..... _.._w......_.._......... ... _.. .. _ � ........,. _ Existing Lot Coverage Calculations _..w..m .... � _ __.._ Lot Coverage Calculations _.. _ ..._ „, , �� .Lot 0 7424 100.00 /o _ ...__..._m_.r..__._ Lot 7424 o 100.00 / ru — ZA @ ........ _ .............W a ...... ......... Existing Impervious Roofed StrucWres .......W 1317; 17.74%' *oposed Impervious Roofed Structures 2291 i 30.86% ' Q ln Pervi r w ous D ive a Y =ing 1 0 387' 18.68/g Proposed Impervious Roofed garage Structures 599: 0 8.07/ Impervious Additional Concrete 776 10.45% Proposed P posed Pervious Driveway 924 50% 462 6.22% ._..,..... ....a......W.. .m ........................ _ A.. , Existing Total Impervious 3480 46.88% Proposed Impervious Additional Concrete 18 — I ._.�. _.__ v_ W�..�� . nti _._.__.._.................................._...._........................................ .. .................. Proposed Total Impervious u_........o.���.�e . w.�..�u...�. ....m........... 3370 ......... .....= .....0............2.....4.......% 45.39% Max Lot Coverage 3712 50.00%, fu LOT 13 existing 6-0" wood fence LOT 14 (-- grass sod BENCHMARK: SET MAGNAIL IN EDGE OF PAVEMENT. ELEVATION =10. ' NAVO 1988 DATUM Existing Site Plan Lot Area Calculations =q 0 2' 4' 6' 8' 10' 12' 14' 16' X u �A u I '-O" cu au s 0) t 01 �L Q 0 0 L w t Ln U V CO ri O N I L.1 O L W fo z U U_ 4- 0 O �.+ C N Ln C O U C N 1.+ a..i �L N L Q x t Y O t N U 0 O L CL Q) L Q 0 O C f C� L Ln [P ^^L LJ C_ M J-+ E LL m .3 0 n O n� W 0 . N N \ n U C m �3 N O U U 4-J C O U c "m O U N O a--+ D7 'Alm Q _v K O L W fo z U U_ 4- 0 O �.+ C N Ln C O U C N 1.+ a..i �L N L Q x t Y O t N U 0 O L CL Q) L Q 0 O C f C� L Ln [P ^^L LJ C_ M J-+ E LL m .3 0 n m �3 U l 4-J a--+ Q _v W i lv o� '� CD O V1 U rJ 3 W � 1 t N O L W fo z U U_ 4- 0 O �.+ C N Ln C O U C N 1.+ a..i �L N L Q x t Y O t N U 0 O L CL Q) L Q 0 O C f C� L Ln [P ^^L LJ C_ M J-+ E LL m .3 0 Oh N J ^W LOT 7 N'L 11'0 +6, 1. LOT 10 LOT 10 LOT 13 LOT 14 Or rr8 Nm W LOT 8 0. LOT 7 N LOT 16 BENCH ARK: SET MAGNAIL IN EDGE O PAVEMENT. ELEVATION =10.88' AVD 1988 DATUM 148.00' LOT 8 SET' 172" IRON PC E. LB3672 A 149.00' LOT 15 New Site Plan 0 2' 4' 6' 8' 10' 12' 14' 16' k 14 �a Ln 00 M N LM L1OT 15 V i V - �E I Existing Site Plan I 0 2' 4' 6' 8' 10' 12' 14' 16' � H Existing Lot Coverage Calculations R .... ... ...... _. m , x .. Lot Coverage Calculations ------------ Lot Lot 7424 100.00% Lot 7424 100.00% Existing Impervious Roofed Structures 1317 17.74% Proposed Impervious Roofed Structures 2291 30.86%_. Existing Pervious Driveway 1387 18.68% Proposed Impervious Roofed garage Structures 599 8.07% Existing Impervious Additional Concrete 776 10.45% Proposed Impervious Pool Coping & Concrete 300 4.04% Existing Total Impervious 3480; 46.88% Proposed Pervious wood Pool deck @ 903 0 0.00% � roE Proposed Pervious Driveway @ 924 * 50% 462 6.22% Max Lot Coverage3712 50.00% Proposed Impervious Additional Concrete .. ,..._ 18 0.24% C ro V Proposed Total Impervious 3670 49.43% BENCH ARK: SET MAGNAIL IN EDGE O PAVEMENT. ELEVATION =10.88' AVD 1988 DATUM 148.00' LOT 8 SET' 172" IRON PC E. LB3672 A 149.00' LOT 15 New Site Plan 0 2' 4' 6' 8' 10' 12' 14' 16' k 14 �a Ln 00 M N LM V i V - �E LL .- o J � V V � H C m ro3 V1 ,U:D� V G cu C � roE V y 0 — O C ro V ra �, V U V G O 4/ �- a $ V Lf9 v. { Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: guLilAin-Dent@coab.us coab.us Revision to Issued Permit OR Corrections to Comments A *ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT #: L' s Date:, 'C.IJf.. Contractor/Contac Nam °� W Contact Phone: !/ . d/ Email: Description of Proposed Revision / Corrections: affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) . W proposed revision/corrections add additional square footage to original submittal? No , Yes (additional s.f. to be added: ) proposed revision/corrections add additional increase in building value to original submittal? -ftNo *Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) V Approved ❑ Denied ❑ Not Applicable to Department Permit Fee D e $ KC). Revision/Plan Review Comm DepActmeat, Review Required: anning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services —v S eviewed By �2_�l-/ Date Updated 10/17/18 C? N 28'-6" I---------------------------- ------------� i I I 1 I I S2.05 I I I I i I I 4" 3000PS1 CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND TERMITE TREATED SOIL. I I I S2.05 S2.05 I I I SLOPE TO DOOR I I I I I I 2 1 I CONTRACTOR TO VERIFY DOOR YS2.05 S2.05 LOCATION PRIOR TO CONCRETE POUR. ---- --- -----I -1•-----------------------— 17'-8" 7'-2" GARAGE FOUNDATION PLAN _ 1/4" = 1'-0" 72,E EZ 72" 3 S2.05 _ GARAGE WALL PLAN GARAGE ATTIC PLAN 1/4" = 1'-0" NOTES: • ALL ATTIC JOISTS TO BE 2X6 NO.2 SYP AT 16" O.C. FASTEN BOTH ENDS WITH LUS26. • FASTEN (2) 2X10 BEAMS TO LVULEDGER WITH HU28-2. WITH (10)16d NAILS INTO LVL/LEDGER AND (4) 16d NAILS INTO BEAM. • FASTEN LVL BEAMS TO LEDGERS WITH HHU5.5/10. (30) 16d NAILS INTO LEDGER AND (10) 16d NAILS INTO LVL. • WHERE LVL ATTACHES TO LEDGER, FASTEN LEDGER TO TRIPLE WALL STUDS WITH (4) SDS25600 SCREWS EACH. r— ---r ----- — — �— --- --- 1 .. __ No.2 S2.05 3 -STUDS AT 24" — — — LVL LOCATION, --- --- --� + TYP 2. 2x8 I 1 ------ ---- _.. 1IT-11" 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 26-0" 22'-6" r I a 9 dl 19'-6" > LL A W m U II Q , f I! _1-41 w o co v h cu") C) (2) 2X10 (2) 2X10 I -- Q J F— U) L Z J C_— W m Q „ z ,11 G O lu III - — U 0 (3) 1.75"X14" LVL. U) .t� ••. F FASTEN BOTH ii (3) 1.75"X14" LVL FF (3) 1.75"X14" LVL m ENDS WITH HU616 u WITH 16d NAILS. �i (2) 2X10 (2) 2X10 ,I j l I tl I I I ti ! „ i C— t, ,I u r 1 I J ! II J 3 AI ------ 3 -STUDS AT LVL LOCATION.- 1" 72 GARAGE KING STUDS MAY 1 72� BE USED FOR SUPPORT. J I i ii GARAGE ATTIC PLAN 1/4" = 1'-0" NOTES: • ALL ATTIC JOISTS TO BE 2X6 NO.2 SYP AT 16" O.C. FASTEN BOTH ENDS WITH LUS26. • FASTEN (2) 2X10 BEAMS TO LVULEDGER WITH HU28-2. WITH (10)16d NAILS INTO LVL/LEDGER AND (4) 16d NAILS INTO BEAM. • FASTEN LVL BEAMS TO LEDGERS WITH HHU5.5/10. (30) 16d NAILS INTO LEDGER AND (10) 16d NAILS INTO LVL. • WHERE LVL ATTACHES TO LEDGER, FASTEN LEDGER TO TRIPLE WALL STUDS WITH (4) SDS25600 SCREWS EACH. r— ---r ----- — — �— --- --- --- .. __ No.2 SPACING 16" 24" — — — 2x6 --- --- --� + ,I 2x8 18'-6" 16'-2" 17'-1" 1IT-11" 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 26-0" 22'-6" r I a 9 dl 19'-6" > LL O W m U U Q W Z _1-41 w o co v h cu") C) W O N I -- Q J F— U) L Z J W m Q z ,11 G O W - — U 0 U) .t� ••. F I I I ti O FF m j l I tl I I I ti r 1 I J ! II J 3 AI J I i ii Q i I 1 tl z II I ! W W------ -- --W LL! S 1 z O I II O I 11 + ( I fl d _j J + I I 11 f I 11 I I II 1 I i It I 1 li 3 I 1,V05 I u 1 I li 1 1 n I n I !I I u J ! I f I II E I I! I II 77 3 + + GARAGE ROOF PLAN SDS SCREWS AT 12" O.C. STAGGERED. MINIMUM EDGE DISTANCE = 2" MINIMUM END DISTANCE = 2" SCREW LENGTH PER TABLE: 2 -PLY: SDS25312 3 -PLY: SDS25500 4 -PLY: SDS25600 SCREWS STAGGERED EACH FACE. LVUBEAM. SEE PLAN FOR SPECIFICATIONS. f.::,�%IVIULTI-PLY FASTENING 1-1 /2" = 1'-0" 1/4" = 1'-0" ROOF FRAMED WITH: • SEE SPAN TABLE ON THIS PAGE FOR RAFTER SIZES AND SPACING. • (3) 16" LVL RIDGE BEAM SEE CONVENTIONAL FRAMING NOTES FOR FASTENING SPECIFICATIONS. FINISI GRAD SEE SHEATHING NOTES FOR ROOF SHEATHING REQUIREMENTS. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. (2) 2x6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. (2) 2X12 NO. 2 SYP LEDGER. FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X6" WOOD SCREWS. LVL BEAM. SEE PLAN. 3/8" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. SEE SHEATHING NOTES FOR WALL SHEATHING REQUIREMENTS. 2x6 SPF STUDS AT 16" O.C. 2x6 NO. 2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS AT 6' O.C. WITH 6" MIN EMBEDMENT, AT EACH SIDE OF BOTTOM PLATE SPLICES. FORMED AND POURED PERIMETER CURB. SEE PLAN FOR CURB HEIGHT FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3} 4;5 TYPICAL WALL SECTION %L1113/4" = 11-01. FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. FINISHED = 12" GRADE 7� 1 I I -I I - 111 — BARRIER EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB FOOTING, PER PLAN 2 RECESS SECTION NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS ,2),2x6.2:1 I `— NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. I ALL S –#/S# SEE ENTAILS OC ATION v V R FASTENERS SHEET NUMBER DETAIL NUMBER SHEAR WALL DESIGNATION STRUCTURALBEAM O 1 -STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. O2x NO.2 SYP LEDGER A • FASTEN TO EACH STUD WITH (3) 1/4"X4" WOOD SCREWS. CONVENTIONAL FRAMING - ROOF 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 1.25 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x6 14'-1 " 12'-3" 13'-5" 11'-0" 2x8 18'-6" 16'-2" 17'-1" 1IT-11" 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 26-0" 22'-6" 23'-10" 19'-6" EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. HEADERS OVER 4' LONG: TOP PLATE TO HEADER CONNECTION: SIMPSON SPH OR SDWC15600 AT 24" O.C. WITH (12) 10dX1-1/2" COMMONS. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER ;THE TYPICAL WALL SECTION. 3 TYPICAL HEADER FRAMING DETAIL 3/4" = 1'-0" L#11061� BP# / -O ®ATE _ / 2 1 SIGNED__ i N& fSdeJlltlil �, • FRiY nFr, 19 2018 Bl! l .it; 1 Department B -,.mac I a. a Q m w w w O w U) o co Q z z J w.0 2 W 2 w z o o� o a o U LL 0 w ai D) w co co N — W O .— a � o z O o w Z N U) cli M co o N O (> N (>D -0,0 >( C > 1'' W O > CL N O U Q O Q z � W Z > LL O W m U U Q W Z z w o co v h cu") C) W O N I -- Q J F— U) L Z J W m Q z ,11 G O W - — U 0 U) .t� ••. F O FF m 6cc) C cli M co o N a (> N (>D -0,0 >( C > Y > O > CL N O U Q O 6cc) C cli M co w75¢ av -0,0 C 22 U LLLL U 0 04 U cCi m LL c x cn t C) iD a16i 10 •o = o •C Cp N h cu") C) O N U �1- O M iT WAYIV Q`-••. IF/ ••. ,11 G 2 _ No. 328 - — '*_ -p • 4 .t� ••. F FF Sheet No. S2.05 Revision Request/Correction to Comments **ALL INFORMATION j l HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Buildir� -Get coa .us PERMIT#: G7'l� 0 Revision to Issued Permit Project Address 0 Corrections to Comments Contractor/Contac Nam LSo ✓C!/ ������• Contact Phone:/! O3v Email: 0 N-crrintinn of Prnn— d Roy icinn / l .,rro�ri ,nr• Date 17, 2�o's /'lJ//V` affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • eNk propd revision/corrections add additional square footage to original submittal? oYes (additional s.f. to be added: ) •proposed revision/corrections add additional increase in building value to original submittal? 1-1 ffN o *Yes (additional increase in building value: $ ` ) (Contractor must sign if increase in valuation) *Signature of Contractor/Age V Approved ❑ Denied Revision/Plan Review Comme D!pxlmezt Review Required: 43n il g & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services (Office Use Only) ❑ Not Applicable to Department .067 7v GJi Cie -v Permit Fee D e $ ��• 0 S eviewed By 12 -7l-/ K SCANNED Date CgNN D Updated 10/17/18 Da te:7 1 ( 0 r N 28'-6" ----------------------------- *-V--------------� I I I 1 I S2.05 I I I I 4" 3000PS1 CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND TERMITE TREATED SOIL. I I I 1 I I S2.05 1 I S2.05 I I I SLOPE TO DOOR I I I I I 2 1 I I CONTRACTOR TO VERIFY DOOR S2.05 YS205 LOCATION PRIOR TO CONCRETE POUR. — — T-8" 17'-8" T-2" _GARAGE FOUNDATION PLAN J J 0 z w w z O O J J m 72" EZ ,Y 72" yl*�-3 S2.05 C _ GARAGE WALL PLAN SDS SCREWS AT 12" O.C. STAGGERED. MINIMUM EDGE DISTANCE = 2" MINIMUM END DISTANCE = 2" SCREW LENGTH PER TABLE: 2 -PLY: SDS25312 3 -PLY: SDS25500 4 -PLY: SDS25600 SCREWS STAGGERED EACH FACE. LVUBEAM. SEE PLAN FOR SPECIFICATIONS. MULTI -PLY FASTENING 1-1/2" = 1'-0" 1 I, i ! u I I { I i I ! I I ii ' ! i if GARAGE ATTIC PLAN 1/4" = V-0" NOTES: • ALL ATTIC JOISTS TO BE 2X6 NO.2 SYP AT 16" O.C. FASTEN BOTH ENDS WITH LUS26. • FASTEN (2) 2X10 BEAMS TO LVULEDGER WITH HU28-2. WITH (10)16d NAILS INTO LVULEDGER AND (4) 16d NAILS INTO BEAM. • FASTEN LVL BEAMS TO LEDGERS WITH HHU5.5/10. (30) 16d NAILS INTO LEDGER AND (10) 16d NAILS INTO LVL. • WHERE LVL ATTACHES TO LEDGER, FASTEN LEDGER TO TRIPLE WALL STUDS WITH (4) SDS25600 SCREWS EACH. 1 `171- 1 1-], 11 1 1 GARAGE ROOF P LAN _ ROOF FRAMED WITH: • SEE SPAN TABLE ON THIS PAGE FOR RAFTER SIZES AND SPACING. • (3) 16" LVL RIDGE BEAM SEE CONVENTIONAL FRAMING NOTES FOR FASTENING SPECIFICATIONS. 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 1.25 DURATION FACTOR 1 No.1 No.2 SPACING 16" S2.05 3 -STUDS AT 24" 2x6 14'-1 " 12'-3" LVL LOCATION. „ „ I! 2x8 18'-6" s TYP 2. 13'-11" r I 23"-2" 18'-11" 20'-3" 16'-6" C-�--air C ----- -------------C C __-----__-__C C____--_-_-------_--� C-- ' u- 0 W m U U Q w A ai 1- o o _ F- 0�— J A , D m , z 0w (2) 2X10 (2) 2X10 U � U) 0 u m , (3) 1.75"X14" LVL. 1 i , --- -- ------ FASTEN BOTH --------------- (3) 1.75" 14" LVL (3) 1.75"X14" LVL 'I ENDS WITH HU616 71 ' WITH 16d NAILS. ; s (2) 2X10 (2) 2X10 i r i Z3 ull ---------------------3-STUDS AT LVL LOCATION. -- ----------------- 72" GARAGE KING STUDS MAY 1" 72 BE USED FOR SUPPORT. 1 I, i ! u I I { I i I ! I I ii ' ! i if GARAGE ATTIC PLAN 1/4" = V-0" NOTES: • ALL ATTIC JOISTS TO BE 2X6 NO.2 SYP AT 16" O.C. FASTEN BOTH ENDS WITH LUS26. • FASTEN (2) 2X10 BEAMS TO LVULEDGER WITH HU28-2. WITH (10)16d NAILS INTO LVULEDGER AND (4) 16d NAILS INTO BEAM. • FASTEN LVL BEAMS TO LEDGERS WITH HHU5.5/10. (30) 16d NAILS INTO LEDGER AND (10) 16d NAILS INTO LVL. • WHERE LVL ATTACHES TO LEDGER, FASTEN LEDGER TO TRIPLE WALL STUDS WITH (4) SDS25600 SCREWS EACH. 1 `171- 1 1-], 11 1 1 GARAGE ROOF P LAN _ ROOF FRAMED WITH: • SEE SPAN TABLE ON THIS PAGE FOR RAFTER SIZES AND SPACING. • (3) 16" LVL RIDGE BEAM SEE CONVENTIONAL FRAMING NOTES FOR FASTENING SPECIFICATIONS. FINISF GRAD SEE SHEATHING NOTES FOR ROOF SHEATHING REQUIREMENTS. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. (2) 2x6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. (2) 2X12 NO. 2 SYP LEDGER. FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X6" WOOD SCREWS. LVL BEAM. SEE PLAN. 3/8" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. SEE SHEATHING NOTES FOR WALL SHEATHING REQUIREMENTS. 2x6 SPF STUDS AT 16" O.C. 2x6 NO. 2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS AT 6' O.C. WITH 6" MIN EMBEDMENT, AT EACH SIDE OF BOTTOM PLATE SPLICES. FORMED AND POURED PERIMETER CURB. SEE PLAN FOR CURB HEIGHT FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 � TYPICAL WALL SECTION 314" = 1'-0" FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. FINISHED = 12" GRADE M , 6 MIL VAPOR -� WATERPROOFING Q NG ETWEENCOMPACTED SUBBASE AND FOOTING/SLAB FOOTING, PER PLAN RIP 2 RECESS SECTION 3/4" = 1'-0" 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 1.25 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" ii II 16" 24" 2x6 14'-1 " 12'-3" 13'-5" „ „ I! 2x8 18'-6" s 17'-1" 13'-11" 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 FINISF GRAD SEE SHEATHING NOTES FOR ROOF SHEATHING REQUIREMENTS. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. (2) 2x6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. (2) 2X12 NO. 2 SYP LEDGER. FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X6" WOOD SCREWS. LVL BEAM. SEE PLAN. 3/8" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. SEE SHEATHING NOTES FOR WALL SHEATHING REQUIREMENTS. 2x6 SPF STUDS AT 16" O.C. 2x6 NO. 2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS AT 6' O.C. WITH 6" MIN EMBEDMENT, AT EACH SIDE OF BOTTOM PLATE SPLICES. FORMED AND POURED PERIMETER CURB. SEE PLAN FOR CURB HEIGHT FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 � TYPICAL WALL SECTION 314" = 1'-0" FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. FINISHED = 12" GRADE M , 6 MIL VAPOR -� WATERPROOFING Q NG ETWEENCOMPACTED SUBBASE AND FOOTING/SLAB FOOTING, PER PLAN RIP 2 RECESS SECTION 3/4" = 1'-0" FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS ,.').2x6.2:1 I — NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. I v V - /� f SEE DETAILS ORAFASTENERS SHEET NUMBER DETAIL NUMBER SHEAR WALL DESIGNATION STRUCTURAL BEAM O 1 -STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. O2x NO.2 SYP LEDGER A • FASTEN TO EACH STUD WITH (3) 1/4"X4" WOOD SCREWS - CONVENTIONAL FRAMING - ROOF 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 1.25 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x6 14'-1 " 12'-3" 13'-5" 11'-0" 2x8 18'-6" s 17'-1" 13'-11" 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 26-0" 22'-6" 23'-10" 191-6" u- 0 W m U U Q w z 1- o o F- 0�— J , D m z 0w U � FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS ,.').2x6.2:1 I — NUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. I v V - /� f SEE DETAILS ORAFASTENERS SHEET NUMBER DETAIL NUMBER SHEAR WALL DESIGNATION STRUCTURAL BEAM O 1 -STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. O2x NO.2 SYP LEDGER A • FASTEN TO EACH STUD WITH (3) 1/4"X4" WOOD SCREWS - CONVENTIONAL FRAMING - ROOF 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 1.25 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x6 14'-1 " 12'-3" 13'-5" 11'-0" 2x8 18'-6" 16-2" 17'-1" 13'-11" 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 26-0" 22'-6" 23'-10" 191-6" EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. HEADERS OVER 4' LONG: TOP PLATE TO HEADER CONNECTION: SIMPSON SPH OR SDWC15600 AT 24" O.C. WITH (12) 10dX1-1/2" COMMONS. NO: 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 3 TYPICAL HEADER FRAMING DETAIL 3/4" = 1'-0" c m 'w o w ai o Q ob p zz_ Z J w w a 2 w z o o a O C9 U w W D ir 00 co 1 - N c - W o (f) o z O a� FzTT- U) Irly0 o N .p C7 � C7 N C7 T C7 W 2 � C7 ai D U a Q O Q z W Z u- 0 W m U U Q w z w o F- 0�— J IS) Z J m z 0w U � U) 0 m Go cliU C 0)r- to N � w¢ N ca ca U �'- U C cli U cN cU)LL Cc X W U N m a1) Q in 00CD o 00 �- i CO C OFFICE COPY N oYN 01 (. / CO CA `�11111IJ�!' Fl i U G� ' Zm 13 P# 12kS/ ' 0 No. 328 DATE _ SIGNED �'; ,.••tv� R-1 LJ Sheet No. SCANNED floc 19 ?018 Date: BzuEding Department S2.05 o N .p C7 � C7 N C7 T C7 C7 2 � C7 ai D U a Q O Go cliU C 0)r- to N � w¢ N ca ca U �'- U C cli U cN cU)LL Cc X W U N m a1) Q in 00CD o 00 �- i CO C OFFICE COPY N oYN 01 (. / CO CA `�11111IJ�!' Fl i U G� ' Zm 13 P# 12kS/ ' 0 No. 328 DATE _ SIGNED �'; ,.••tv� R-1 LJ Sheet No. SCANNED floc 19 ?018 Date: BzuEding Department S2.05 MAP SHOWING SURVEY OF LOT 9, BLOCK 63, MANDALAY AS RECORDED IN PLAT BOOK 10, PAGE 11, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 16TH STREET 40' RIGHT OF WAY PAVED PUBLIC ROAD o p _Tl o 0 -o 1 _ Do O a mz _v In m O M m :E z o _OT 16 LOT 15 LOT 14 `n+ aro o m LOT 13 = rm- M O J I \ O) N N ? Fn p a . I N� rn— 0° z m 7" LAUREL 1 4Q (�O� 1ti ,�h ON-LINE ;00 1,N z T �10 'S m Z OAK _ _ — — v� •• — — 0.4' 'I') 0 0.4' 1•' ^ O O ♦ / �. 1.1 0.5' 0.4 ti v CONCRETE v Lei PALM v v v > v `' , 6" LA REL ,�. cD omO p aw '0 T OAK y X14 — —— S = r( 1 m m z m PA X 032" LAUREL 14.5' �,`,-. X� -i D a> mon 010 OAK t7t o \ / -+ A " Zi aomy `ry T1 N \ / y� s z o 54.9' PALM 13.7' Z \ f/ ONCR� 11 I V1 CD L0 Cil PALM W o a rn 0 7" PA O " �,p�' ao t B" BAYo 1oI I ® LOT 10 Z �+�+ o CONCRETE PAL a 13.7 CTi z o ""� n g" i 0 0 z z a 0 0 \\ MAIL BOX ti� CP m e PALM D C a -� z m ✓ ^ p m O /m \ *10" PALM 11.9' m Y n Z D / Op g" 10.2' 19" o * PALM PALM T O m / 9" Xt2.2 WOOD a 12" Y C �i 1 1 m �� / PALM SHED i? PALM I" < 0 54.9' � 34.0' 6" CREPE n m 0�0 14" D 6" LAUREL a CONCRETE op _ 13" DOUBLE MYR 0 , cn cn17" CSI LAUREL OOAK 6" WATER 1 4' W000 O �� 024 '� ti� BAY ry. a? O DO D ti° a �O � O 0.1 C'OAK X FENCE LAUREL OAK �ti' vw p / ��o' ,� o v u, CONCRETE BLOCK WALL , CONCRETE BLOCK WALL 39" '5 rn \T rn j 148.00' QUADRUPLE 0.8' rn • 1 z m� BAY m LOT 7 Z L4": LOT 8 �� C NO N O z M z THE PROPERTY SHOWN HEREON LIES IN FLOOD 1, 1 %., �► �� �PP✓��iY ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031 CO409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY: PGP jj[F:lL]EL20'17-1678 REVISE TO CHANGE TREE TYPE— JULY 6, 2018 BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREES. 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A = 90'00'00" B = 90'00'00" C = 90'00'00" D = 90'00'00" 4. NORTH PROTRACTED FROM PLAT. 5. — z — ■ — DENOTES 6' WOOD FENCE UNLESS OTHERWISE DENOTED. 6. BENCHMARK IS A NAIL AND DISK, LB3672 IN THE EAST SIDE OF A WOOD POWER POLE AT THE SOUTH—EAST PROPERTY CORNER OF RESIDENCE NUMBER 1456 BEACH AVENUE. ELEVATION = 13.00' NAVD 1988 DATUM. VIED JUL 24 P uil c' n�J Department Ci _11, of Aliantic Beach, FL DONN . IGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: DECEMBER 5, 2017 SHEET 1 OF 1 OVER TO HJ I— iN OVER[ TO HJ38 BY EOR JOB # I Revkwed No Exceptbns ❑ a Resected 2 Re'*wed Ex�Dtlons Noted ❑ S Information Only © 3 Revise & Resubmit %evreweo onry(or general contorrnance wren the projer. e u con5istenry with the Drolett design concspC This r 9 irements nrC,. at, d:r, r;,.i,,a,; a' ser omissions intlesgnsfor which User mvKSv does notre�ieveme Contmtor Lu: o¢:u:=a.-c :onVar TDocSsrner,ts aM'cr [he5afcz an An[rsresponi k ^+earn. .xlsod n tl swcessfW cOns[ratt:on I the ':xs, secu�^,ces, ane macerations of the cons k. i revrew doer not can5:de,.._e "'ceennitneretn, whldr xe the saere5poreibYiryathe Canon c't'or4arafety, prerau[iorn,w Drog.^.m Date —� (� /A X DER {RALE CONSULTING, INC. Chnrb ti.._ F— 6' 1 15'8"8 1 87" 29'8"8 8'— JOB: 549218B BOSCO LOC:1551 OCEAN BLVD PLAN: DENBESTEN RESID DESIGNER: RICHARD TINGLEY PITCH: 6/12 OVERHANG: FIELDAPPLIED FLOOR SYTEM: 18" SYS42 WIND CODE: 130 MPH EXPOSURE D CLOSED ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 GEOFFGARTNER ALEXANDER GRACE CONSULTING INC 3010 S 3RD ST SOUTH SUITE C JACKSONVILLE BEACH, FL 32250 904-241-8010 LICENSE NUMBER 59328 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM ATRUSS OR BEAM BEING INADEQUATELY SUPPORTED. HANGERS ON JOB AREAS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1 -PLY TRUSS HTU26 FL10655.8 ALL BEAMS ARE WEYERHAEUSER EVEREDGE 290OFb-2.OE APPROVAL #21359.1 BM -2 2-1.75" X 12" LVL 9' 21-9-6 WALL HEIGHT wm� �s== COR 16 =y� Lu — - C6 - C) - — zt - O- 3� - C3 Lu w � � a o T OVEM TO HX I- N OVERrlr Nr uUININM , l ]UIN TO HJ38 BY EOR F-6' 1 SUBMISSION # JOB # 1 Reviewed NO Exceptions 4 Hejiected E] 2 R"wwed Exceptions Noted 5 Information Only 3 Revise & Resubmit w<d u, v iar sc--mai mn'prma,w w :n me prop_r..equ�xmens iw.<a;ed �n [omraa eo:umcTs a,, -d far ,Sis[Cnty ' with the proleR dtsian concept Reil review dcesnot relieve Me:.cntrMor from resaentibiliNfc• ertM a omiasgns in desµns for which thn Cpn;racta a respons�pk fa complu-<e with ali req:.:rement of the rn. VaR ppcvmen¢, aM fa the safe antl successlrJ construction os the wwk. The review noes not cons,de".'�c ant, tpCMatls,teCMiquH, segoencef, antl �cera[gnS of the <onitNf3iM, a:afely, pr �[iplK, or prOaram: derbl theftW rhi kM the sole MOQMbOAR GRACE CONSULTING, INC. Date � Checked by: Signature: JOB: 549218B BOSCO LOCA551 OCEAN BLVD PLAN: DENBESTEN RESID DESIGNER: RICHARD TINGLEY PITCH: 6/12 OVERHANG: FIELD APPLIED FLOOR SYTEM: 18" SYS42 WIND CODE: 130 MPH EXPOSURE D CLOSED ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 GEOFFGARTNER ALEXANDER GRACE CONSULTING INC 3010 S 3RD ST SOUTH SUITE C JACKSONVILLE BEACH, FL 32250 904-241-8010 LICENSE NUMBER 59328 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY. TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM A TRUSS OR BEAM BEING INADEQUATELY SUPPORTED HANGERS ON JOB AREAS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1 -PLY TRUSS HTU26 FL10655.8 ALL BEAMS ARE WEYERHAEUSER EVEREDGE 290OFb-2.OE APPROVAL #21359.1 BM -2 2-1.75" X 12" LVL 9' 16TH 40' RIGHT OF WAY 0 0 0 0 LO -f 16 P SHOWING SURVEY 0 LOT 9, BLOCK 63, MANDALAY AS RECORDED IN PLAT BOOK 10, PAGE 11, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. STREET PAVED PUBLIC ROAD 7" LAUREL OAK /� REX1.1' 6" LAUL X OAK 147* dry. PALM X 032" LAUREL b OAK —I 54.9' v'ONCRETE 14' D 6" LAUREL 54.9 LAUREL DOAK 6" WATER OAS 0.1� OOAIC X THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE 'Y' (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY: PGP FILE: 2017--1678 LOT 15 0.5' 0.4' z 0 °c� MC, D v` Dw >�+ 0 o� LOT 14 A m o 14.5' CO�CQ TE M v v m D ::Eo ® M Z7 N M u m m z Z� � Y � M p o o > ' N 7" M r�- PAL01 713-7'* 0_x�� ❑L XZ Lrn O 1T1 tj m 18" BAYO I 23 9"* " LOT 10 �^ r M o 1 / 'mZm -{ O 34.0' a D m0 n WOOD r, SHED r? CONCRETE Dvom2 > Lz ox D D -0 > w PALMA G ® Am °°rx o D ® 17" CSI I z z 0 D Zi Z z m m rn cnPALM bo O v0-1, -II D F1 -ur rF C D C fTl FT � ` m m ` 0 D > 7u ti° n `l �h C 0 m M Z m� Z N W C N O Z 16TH 40' RIGHT OF WAY 0 0 0 0 LO -f 16 P SHOWING SURVEY 0 LOT 9, BLOCK 63, MANDALAY AS RECORDED IN PLAT BOOK 10, PAGE 11, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. STREET PAVED PUBLIC ROAD 7" LAUREL OAK /� REX1.1' 6" LAUL X OAK 147* dry. PALM X 032" LAUREL b OAK —I 54.9' v'ONCRETE 14' D 6" LAUREL 54.9 LAUREL DOAK 6" WATER OAS 0.1� OOAIC X THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE 'Y' (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY: PGP FILE: 2017--1678 rn CONCRETE BLOCK WALL 39" 0 8. m A 1 48.0 QUADRUPLE BAY N c LOT 8 1,456 REVISE TO CHANGE TREE TYPE— JULY 6, 2018 LOT 7 SCANNED Date:O -3 1 BOATMIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 Q 10 20 40 SCALE: 1" = 20' NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREES. 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A = 90'00'00" B = 90'00'00" C = 90'00'00" D = 90'00'00" 4. NORTH PROTRACTED FROM PLAT. 5. – x — x – DENOTES 6' WOOD FENCE UNLESS OTHERWISE DENOTED. 6. BENCHMARK IS A NAIL AND DISK, LB3672 IN THE EAST SIDE OF A WOOD POWER POLE AT THE SOUTH—EAST PROPERTY CORNER OF RESIDENCE NUMBER 1456 BEACH AVENUE. ELEVATION = 13.00' NAVD 1988 DATUM. DECEIVED JUL 24 2018 Building Department L__C_,i\ivl of Allantic Beach, FL DONN IGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: DECEMBER 5, 2017 SH EET 1=Fl LOT 15 0.5' 0.4' 1 J CONCRETE -,l °c� MC, D v` Dw >�+ � - LOT 14 A m o 14.5' CO�CQ TE o 195'\ M Z7 N PALM Z� � Y � \ 7" �U PAL01 713-7'* z o MAILBOX�rn0 tj m 18" BAYO I 23 9"* " LOT 10 �^ z > o / m 11.9' 10.2' 19'* I" 34.0' o D OM WOOD r, SHED r? CONCRETE 4f WOOD�1 O h 24" '�`ti' OLAUREL OAK rn CONCRETE BLOCK WALL 39" 0 8. m A 1 48.0 QUADRUPLE BAY N c LOT 8 1,456 REVISE TO CHANGE TREE TYPE— JULY 6, 2018 LOT 7 SCANNED Date:O -3 1 BOATMIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 Q 10 20 40 SCALE: 1" = 20' NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREES. 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A = 90'00'00" B = 90'00'00" C = 90'00'00" D = 90'00'00" 4. NORTH PROTRACTED FROM PLAT. 5. – x — x – DENOTES 6' WOOD FENCE UNLESS OTHERWISE DENOTED. 6. BENCHMARK IS A NAIL AND DISK, LB3672 IN THE EAST SIDE OF A WOOD POWER POLE AT THE SOUTH—EAST PROPERTY CORNER OF RESIDENCE NUMBER 1456 BEACH AVENUE. ELEVATION = 13.00' NAVD 1988 DATUM. DECEIVED JUL 24 2018 Building Department L__C_,i\ivl of Allantic Beach, FL DONN IGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: DECEMBER 5, 2017 SH EET 1=Fl 0.4a 10 PAL1�� A A � ® 0.4' °c� MC, D v` Dw >�+ � - LOT 14 A m o m LOT 13 J N m M o ON-LINE N O Z� rn CONCRETE BLOCK WALL 39" 0 8. m A 1 48.0 QUADRUPLE BAY N c LOT 8 1,456 REVISE TO CHANGE TREE TYPE— JULY 6, 2018 LOT 7 SCANNED Date:O -3 1 BOATMIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 Q 10 20 40 SCALE: 1" = 20' NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREES. 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A = 90'00'00" B = 90'00'00" C = 90'00'00" D = 90'00'00" 4. NORTH PROTRACTED FROM PLAT. 5. – x — x – DENOTES 6' WOOD FENCE UNLESS OTHERWISE DENOTED. 6. BENCHMARK IS A NAIL AND DISK, LB3672 IN THE EAST SIDE OF A WOOD POWER POLE AT THE SOUTH—EAST PROPERTY CORNER OF RESIDENCE NUMBER 1456 BEACH AVENUE. ELEVATION = 13.00' NAVD 1988 DATUM. DECEIVED JUL 24 2018 Building Department L__C_,i\ivl of Allantic Beach, FL DONN IGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: DECEMBER 5, 2017 SH EET 1=Fl 0.4a 10 PAL1�� A A � ® 0.4' MC, D v` Dw >�+ Orl Fury M X \ ALM tj m 18" BAYO I 23 9"* " LOT 10 �^ PALM / *10" PALM 0 9" 11.9' 10.2' 19'* I" / o * PALM 2 / A WOOD r, SHED r? PALM PALMXI2 PALMA — 6" CREPE 10.2' 17" CSI I 1.9' 13" DOUBLEOMYRTLLE BAYwry. rn cnPALM bo O v0-1, -II 01, rn CONCRETE BLOCK WALL 39" 0 8. m A 1 48.0 QUADRUPLE BAY N c LOT 8 1,456 REVISE TO CHANGE TREE TYPE— JULY 6, 2018 LOT 7 SCANNED Date:O -3 1 BOATMIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 Q 10 20 40 SCALE: 1" = 20' NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREES. 2. NO BUILDING RESTRICTION LINES AS PER PLAT. 3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: A = 90'00'00" B = 90'00'00" C = 90'00'00" D = 90'00'00" 4. NORTH PROTRACTED FROM PLAT. 5. – x — x – DENOTES 6' WOOD FENCE UNLESS OTHERWISE DENOTED. 6. BENCHMARK IS A NAIL AND DISK, LB3672 IN THE EAST SIDE OF A WOOD POWER POLE AT THE SOUTH—EAST PROPERTY CORNER OF RESIDENCE NUMBER 1456 BEACH AVENUE. ELEVATION = 13.00' NAVD 1988 DATUM. DECEIVED JUL 24 2018 Building Department L__C_,i\ivl of Allantic Beach, FL DONN IGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 DATE: DECEMBER 5, 2017 SH EET 1=Fl GENERAL NOTES ALL -THREAD NOTES EPDXY NOTES BUILDING CODE, RESIDENTIAL EDITION, ACI, NDS, APA AND 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 1. CODES USED: 2017 FLORIDA WALLS, UNLESS NOTED OTHERWISE ON PLANS. GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. ASCE7-10. LIVE LOAD: 10.0 PSF ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 2 MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 2. CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. RODSWITHIN" 10" OF EACHCORNERS: AND AT EACH INTERSECTION OF HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH BEARING NG WAHREAD TO ENDED ION COMMENCING CONSTRUCTION. LIVE LOAD: IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 4. THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) ACCORDANCE WITH APPLICABLE SAFETY LAWS. OTHERWISE ON THE PLANS. C. PLACE CORNER RODS D. PLACE ALL OTHER RODS. 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE A7 THE TIME OF THIS DESIGN. THE ALL SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. -THREAD SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH Z SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED O DIAMETER OF THE STEEL MEMBER BEING INSTALLED. ASSUMING 2500 PSF SOIL CAPACITY. 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS 6. THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: LAITANCE, DUST, DIRT, AND OIL. WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 6" - TYPICAL WALLS, MONOLITHIC FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE CONCRETE NOTES 7" - EXTERIOR WALLS, STEMWALL FOOTING MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 8"- MASONRY WALLS YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL DO THE WORK. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. SHEATHING NOTES CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE %" INCHES FOR FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW FOR WALL SHEATHING: MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" 1. FOR STUCCO AND STONE: MIN 32" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED 3. ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. VERTICALLY, OR MIN �" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 4. VAPOR BARRIER AND TERMITE TREATED SOIL. 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 2 FOR ALL OTHER VENEER: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, OF THE ROD WITH A 3" SQ WASHER AND NUT. 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% EDGES). MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE CONVENTIONAL FRAMING NOTES CONVEN 3. FOR CURVED WALLS: TWO (2) LAYERS OF 4 " PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" FOOTING. EDGE AND 12" O.0 IN FIELD. MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FOR ROOF SHEATHING: FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. 1. FOR SHINGLE AND METAL ROOF: MIN 1s" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED CONCRETE REINFORCEMENT". IN PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. FIELD. FOR TILE ROOF: MIN PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS. 2. 32" FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 5 FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD WHICHEVER IS GREATER. RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. STAGGERED END JOINTS. WHERE CONDITIONS, BLOCK PANELS AT 12" O.C. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER FOR FLOOR DECKING: REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; AND (5) 8d NAILS INTO THE SLEEPER. 1. MIN 4" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR 10. 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 7, FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER 2. 10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) 8dX1-1/2" NAILS. MINIMUM 4" THICKNESS. REINFORCEMENT. 9. FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, FOR PORCH CEILING SHEATHING: 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, (11) INTO STUD BELOW. 1. MIN 2' OSB OR, PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. MASONRY NOTES OTESSTEM 12. STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT. 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH - 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF INTERSECTION OF SLEEPER AND EXISTING FRAMING. CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR 13. WHERE MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. STEM WALL MUST BE FILLED. ROOF RAFTER NOTES 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE TO ASTM C90, TYPE N -II FRAMING STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING RIDGE BEAM 1. DESIGN CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL (2) 2x4 SYP COLUMN FOR RIDGENALLEY BEAM SUPPORT, FASTENED CONFORM TO ASTM C150 TYPE 1. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT CONSTRUCTION. TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED 5/". FULL BEAD LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. • COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN AND HEAD JOINTS SHALL BE USED. 2. DESIGN COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE 3. ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER MAXIMUM AGGREGATE SIZE SHALL BE %" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. LOAD TABLE COMPONENT AND CLADDING WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE DESIGN PRESSURES 5• MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA AS REQUIRED TO PROPERLY LOCATE TREATED. ROOF. _ LAP ON ALL SPLICES. PROVIDE BAR SPACERS EFFECTIVE AREA, SF LIVE LOAD: 20.0 PSF 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. DEAD LOAD: 7.0 PSF 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. CEILING: 20-50 27.1 LIVE LOAD: 10.0 PSF 7. DIMENSION LUMBER LIVE LOAD -STORAGE: 30.0 PSF 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS DEAD LOAD: 5.0 PSF 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 24.6 -28.9 BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH FLOOR: 7.3. ALL SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF LIVE LOAD: 40.0 PSF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND DEAD LOAD: 10.0 PSF 0 DECK LIVE LOAD• 50 0 PSF EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 28.9 -37.9 28.9 -31.5 20-50 27.1 -34.0 27.1 -29.9 50-100 25.6 -32.2 25.6 -28.4 100-200 24.6 -28.9 24.6 -27.1 REINFORCING IN CELLS. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE IS COMPLETE. 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM A82, SPACED AT 16" O.C. VERTICAL MAX. LENGTH PER THE DETAILS. 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED WIND LOADS: MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL BELOW: WIND SPEED: 130 MPH STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. EXPOSURE: D 8d = 0.131" x 2-1/2" IMPORTANCE: 1.0 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN 10d = 0.148"x 3" BUILDING CATEGORY: 11 INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY 12d = 0.148" x 3-1/4" ENCLOSED BUILDING: UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 16d = 0.162"x 3-1/2" INTERIOR PRESSURE COEFFICIENT: 0.18 10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS, UNO. SEE PLAN FOR SIZE AND 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN ROOF PITCH: MATCH EXISTING REINFORCEMENT. AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. 1 t SHEET INDEX S0.01 COVER PAGE/GENERAL NOTES S1.01 FOUNDATION PLAN AND DETAILS S2.01 I FIRST LEVEL WALL PLAN S2.02 ( FIRST LEVEL TRUSS PLAN S2.03 I SECOND LEVEL WALL PLAN S2.04 I SECOND LEVEL TRUSS PLAN S2.05 GARAGE WALL PLAN AND DETAILS S3.01 FRAMING DETAILS SCA NE Date: L D a 0- m m w w o tY o o z z w E z 0 z 0 o a O � o U W o � W C> N O a C7 aa) U cO N c 3:30 ®0 20 do U U Q 0 z 0 0 LL O W m U C z w Vm z Z 0 0 W O F - Q J �- W LID Z _j m Q M z O W C 0 W O m W z �W V U) W �W V 0 ^� Z L.L.. W r0, V C00 cli cf) o aU c m ca C `oo U u- LL- a� U o N C7 U N M J CU. x IDU N m m Q 05 0° o m OD -o = o i c' cq N U) of N O M 7 0) `1�11III/,� �•��� WAY/ � V •••.........• X1-9 ' i k�o• I FIC ••. 'Q - b L .59 - - .o RI • .G`N� . 12� 11 11 P� 3i'li `0 Sheet No. S0.01 C> N .00 a C7 aa) U cO N c 3:30 ®0 20 do D U Q 0 W z �W V U) W �W V 0 ^� Z L.L.. W r0, V C00 cli cf) o aU c m ca C `oo U u- LL- a� U o N C7 U N M J CU. x IDU N m m Q 05 0° o m OD -o = o i c' cq N U) of N O M 7 0) `1�11III/,� �•��� WAY/ � V •••.........• X1-9 ' i k�o• I FIC ••. 'Q - b L .59 - - .o RI • .G`N� . 12� 11 11 P� 3i'li `0 Sheet No. S0.01 FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS ,2),2x6,2:1 I '— NUMBER OF CRIPPLE STUDS I� SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. SW -#/S'# SHEARWALL LOCATION • I SEE DETAILS FOR FASTENERS -- SHEET NUMBER fs DETAIL NUMBER SHEAR WALL DESIGNATION r PORCH/GLULAM BEAM F (2)FILLED r------------------ - - - - - - - - - - - - - A13 TO 14" BM1 TO 14" CELLS AT CASTCRETE CASTCRETE (2) 2X12 -- LVL: HTS20 LVL: HTS20 WALL END. � INTERIOR BEARING WALL 8F8 -0B 8F8-013 � g ■ (PRECAST) (PRECAST) (2) 14" LVL ;CASTCRETE ASTCRETE CASTCRETE INTERIOR BEARING WALL - NO UPLIFT B 8F8 -OB 8F84OB 8F12 -1B G (PRECAST) (PRE C ST) (PRECAST) a, CASTCRETE SPECIAL FILLED CELL. SEE WALL SECTION 04 CASTCRETE ! 8F8 -1B (2) 2X12 FOR TYPICAL REINF. LOCATION (PRECAST) Q 8F8 -OB Living ® 1 -STORY THREADED ROD (PRECAST) 4 ■ , Q 2 -STORY THREADED ROD r i ■Kitchen Dining INDICATES GLAZING CLASSIFIED AS END ZONE. FILL CELLSALL OTHER GLAZING LOCATED ON EXTERIOR OF Rear Porch AT 24" O.C. EZ STRUCTURE WILL BE CLASSIFIED AS INTERIOR Front F, ZONE. SEE "COMPONENT AND CLADDING DESIGN I B j Porch p PRESSURES," ON COVER SHEET. (3) 14" LVL 0° CASTCRETE ° 8F12 -1B ABBREVIATIONS: (PRECAST) (2) FILLED 2 -STUDS CASTCRETE LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LUMBER. CELLS AT BELOW B24 2 -STUDS 3 -STUDS 8F8 -OB (2) 2X12 SYP SOUTHERN YELLOW PINE WALL END. BELOW B22 BELOW B21 (PRECAST) i MSR MACHINE STRESS RATED LUMBER i SPF SPRUCE PINE FIR UNO UNLESS NOTED OTHERWISE O ■ i r OSB ORIENTED STRAND BOARD ■ (2) 2X8 2:1 (2) 2X8 2:1 ■ (2) 2X8 2:1 (2) 2X8 2:2 i ; O.C. ON CENTER 3 MIR MIRROR ■ Butler's half _ SIM SIMILAR TYP TYPICAL Pantry _ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO CRIPPLES WITH bath- Master - ADD'L ADDITIONAL ■ FILL CELLS;` Bedroom i B CONT CONTINUOUS BM1 TO CMU: AT 24" O.C. - (i EA. EACH HTSM20 REINF REINFORCEMENT 3- ■ ` ' ■ _._ Master VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF DB- Bath CASTCRETE ° OA STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO -- 8F8-1 B (2) 2012 STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING (2) 14" LVL (PRECAST) ' WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS i CASTCRETE Mud 2X6 PLUMBING r WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. (PRECAST) Room WALL i PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST OB WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. �A13TO14" CASTCRETE CASTCRETE CASTCRETE CASTCRETE CASTCRETE LVL: HTS20 8F16 -1B 8F8 -0B 8F8 -OB 8F8 -OB 8F8 -0B (2)-2XI----- 2x NO.2 SYP LEDGER, SAME SIZE AS JOfST. i (PRECAST) (PRECAST) (PRECAST) (PRECAST) (PRECAST) OC • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD (2) 2X12 SCREWS B • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD B SCREWS AT 16" O.C. F �\ PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST u) WITH (2) MSTA24. FASTEN POST TO POST BELOW WITH MSTA36. USE -/ 10d NAILS IN ALL HOLES. OSEE SHEATHING NOTES FOR CEILING FRAMING OBEAM TO CMU WALL WITH HUC210-2, 10d NAILS IN ALL HOLES. OG BEAM TO CMU WALL WITH LGUM410-SDS, (8) t"X4" TITEN HD ANCHORS INTO BLOCK, (8) -1"X2-1/2" SDS SCREWS INTO BEAM. FIRST LEVEL WALL PLAN 1/4" = 1'-0" d a m I- W CD CD o af ❑ z z w n g z o O U o a O R U ❑ W o U) N Fw- O z O U) > o w z af U) O W Q z Z Q — LL O W m U U a w Z Z o 0 LOU) L0 Q _) W M F- M mz z O W U 0 U) O M CD N d 0 (0 N 3(�? m� 0. (7 Bio U Q Z CLQ J ,j W W U) C. LL 00 C14 N to rn� LRD av ca m C: `0 `0 U LL LL a� U 0 N L0 (D to U N Cl) LL C f (0 L N m m L Q 05 CC) 2 _ C) M CcR r N vii N Oco -moi rn o�k�,.•��C I FlC •� ,9'P>,' i q o. 9 - _*o: ; 4; �(�� C�NN ' FFREV'�f[2.5348` /11P�3i�P���� Sheet No. S2.01 0 N 28'-6" r----------------------------------------- S2.05 ------------S2.05 I I I I I I I 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND TERMITE TREATED SOIL. I I I 1 I I §2.05 1 I VO5 I I I I I I SLOPE TO DOOR I I I I I I I I 2 1 I S2.05 S2.05 I I ---- — --- ----J .I J 3'-8" 17'-8" 7'-2" CONTRACTOR TO VERIFY DOOR LOCATION PRIOR TO CONCRETE POUR. _ GARAGE FOUNDATION PLAN SEE SHEATHING NOTES FOR ROOF SHEATHING REQUIREMENTS. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. (2) 2x6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.0 STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 3/8" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT. SEE SHEATHING NOTES FOR WALL SHEATHING REQUIREMENTS. 2x6 SPF STUDS AT 16' O.C. 2x6 NO. 2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS AT6'O.C. WITH 6" MIN EMBEDMENT, AT EACH SIDE OF BOTTOM PLATE SPLICES. =ORMED AND POURED PERIMETER CURB.. SEE PLAN FOR CURB HEIGHT =1BER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON ALAN. i MIL VAPOR BARRIER OR EQUIVALENT VATERPROOFING BETWEEN COMPACTED 'UBBASE AND FOOTING/SLAB )NE STORY: X = 12" WITH (2) #4 WO -STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 ,TYPICAL WALL SECTION 3/4" = V-0" J yJ z w w LL Z O O J J Q m EZ 3 S2.05 _ GARAGE WALL PLAN FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. FINISHED-rF— o 12" — GRADE M Ch 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB FOOTING, PER PLAN 2 _RECESS SECTION NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE- HEADER, CRIPPLES, KINGS OR TOP PLATE. 2'-0" RAFTER 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. (2) 2X4 NO. 2x4 PLATE. SEE WALL SECTIONS. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. HEADERS OVER 4' LONG: TOP PLATE TO HEADER CONNECTION: SIMPSON SPH OR SDWC15600 AT 24" O.C. WITH (12) 10dX1-1/2" COMMONS. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. CC3)3/4" TYPICAL HEADER FRAMING DETAIL = 1'-0" w ROOF FRAMED WITH: • SEE SPAN TABLE ON THIS PAGE FOR RAFTER SIZES AND SPACING. • (3) 16" LVL RIDGE BEAM SEE CONVENTIONAL FRAMING NOTES FOR FASTENING SPECIFICATIONS. UTLOOKERS " O.C. 'LVL RIDGE CONVENTIONAL FRAMING - ROOF 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 1.25 DURATION FACTOR GRADE, SYP No.1 No.2 SPACING 16" 24" 16" 24" 2x6 14'-1" 12'-3" 13'-5" 11'-0" 2x8 18'-6" 16'-2" 17'-1" 13'-11" 2x10 23"-2" 18'-11" 20'-3" 16'-6" 2x12 26'-0" 22'-6" 23'-10" 19'-6" FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN, SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS, HEADER NOTATION IS: F—FNUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2),2x6 ,2:1 LNUMBER OF CRIPPLE STUDS SIZE OF DIMENSIONAL LUMBER SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. SW -#/S# SHEARWALL LOCATION SEE DETAILS FOR FASTENERS L� SHEET NUMBER DETAIL NUMBER SHEAR WALL DESIGNATION STRUCTURAL BEAM 1 -STORY THREADED ROD INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. a Q ca ww j o w o C6 z Q f - z w � g z O OU o a O LL U � w ❑ cl) lb N LU co z ❑ z O Fn > O Lu Z U) 00 w o N O a> co I- W `oU N °QC) ❑ v ¢ o Q z W Q ; J LL OFn m v U W z W z W p F— J t— U) r- Lo Z _... W m F- ¢ m z OW U 0 U) O m U00 N N Lr) co CO 0) N Lu Q aU ca m m vv p 20 CDU LL o - m U M Nm J � '� w c1 v� z m m <C U) m o m co o m o � c CR N U .0 � Y N O v v U � `,a rn WAYNF - .*_ F •• P ���Pri3i'li►��� Sheet No. S2.05 00 o N a> co mU m0 `oU N °QC) ❑ v ¢ o U00 N N Lr) co CO 0) N Lu Q aU ca m m vv p 20 CDU LL o - m U M Nm J � '� w c1 v� z m m <C U) m o m co o m o � c CR N U .0 � Y N O v v U � `,a rn WAYNF - .*_ F •• P ���Pri3i'li►��� Sheet No. S2.05 ROOF VIEW FLOOR VIEW FOUNDATION VIEW SEE SHEATHING NOTES FOR SPECIFICATIONS TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. (2) 2x NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 3/8" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES ON COVER SHEET. SEE SHEATHING NOTES FOR SPECIFICATIONS 2x6 SPF STUDS AT 16" O.C. 2x6 NO. 2 SYP PT BOTTOM PLATE. 2X10 FLOOR JOISTS AT 16" O.C. WITH 2X10 BAND BOARD. 2X8 PT SYP TOP PLATE. FASTEN TO BOND BEAM WITH 1/2" ANCHOR BOLTS WITHIN 6" OF SPLICES. BOLTS EMBEDDED 6" INTO BOND BEAM. 8" BOND BEAM WITH (1) #5 BAR CONTINUOUS. 8"X8"X16" MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 32" O.C. WITH 3000 PSI CONCRETE AND (1) #5 VERTICAL BAR. SEE PLAN FOR ADD'L BAR LOCATIONS. HORIZONTAL JOINT REINFORCEMENT. SEE MASONRY GENERAL NOTES. 30' LAP IN VERTICAL BAR SEE FOUNDATION PLAN FOR FOOTING SPECIFICATIONS. TYPICAL WALL SECTION 3/ l' -O" 2x4 LATERAL AND DIAGONAL TRUSS BRACING AT 24" O.C.. FASTEN EACH END WITH (3) 10d TOE -NAILS. FLOOR TRUSS SYSTEM BY OTHERS. SEE WALL SECTION FOR DETAILS. TRUSS BRACING AT WALL 3/4" = 1'-0" I WATERPROOFING BY OTHERS LINTEL OVER OPENING. SEE PLAN. 2x No.2 PT SYP WINDOW BUCKS FASTENED TO ALL SIDES OF OPENING WITH SIMPSON 1/4"x3" TITEN SCREWS AT 12" O.C. ALL SIDES OF OPENING. FILL ALL CELLS ADJACENT TO OPENINGS WITH 3000 PSI CONCRETE AND (1) #4 BAR. BEND INTO TOP COURSE BOND BEAM 12". #5 BAR WITH 8" BEND AT TOP Am TOP OF CMU WALL 8" CONCRETE LINTEL WITH (1) #5 BAR CONTINUOUS FILLED CELL WITH (1) #5 BAR CONTINUOUS. i #5 BAR DRILLED AND EPDXIED WITH MIN. 25" LAP AND MIN. 6" EMBED a-- SEE FOUNDATION PLAN FOR a " FOOTING SPECIFICATIONS. - aQ as _ _i� —1I I III -I Ili I I � i I; i i—ill—III i l i- I�� 2 TYPICAL MASONRY OPENINGMISSED DOWN ROD REPAIR 3/4" = 1'-0" 3 c SDS SCREWS AT 12" O.C. STAGGERED. MINIMUM EDGE DISTANCE = 2" MINIMUM END DISTANCE = 2" SCREW LENGTH PER TABLE: 2 -PLY: SDS25312 3 -PLY: SDS25500 4 -PLY: SDS25600 SCREWS STAGGERED EACH FACE. LVL/BEAM. SEE PLAN FOR SPECIFICATIONS. MULTI -PLY FASTENING 1-1/2" = 1'-0" ONew 2X6 SCAB FOR OVERHANG. FASTEN TO TRUSS WITH (2) ROWS OF 10d NAILS AT 3" O.C. STAGGERED. SEE SECTION 1 FOR TYPICAL WALL FRAMING. 8 OVERHANG DETAIL 3/4" 1'-0" ROOF TRUSSES OR CONVENTIONAL FRAMING FASTEN BRACE: TO WALL WITH 16d NAILS. 2x4 No.2 SYP BLOCKING AT 12" O.C. FASTEN TO BOTTOM CHORD OF TRUSSES WITH (3) 10d NAILS. 9 WALL BRACING DETAIL 3/4 11-0. SVA 7/16" OSB. SEE TYPICAL WALL SECTIONS FOR FASTENING. TRUSS COMPRESSION WEB TO BE BRACED. SEE TRUSS ENGINEERING BY OTHERS FOR LATERAL BRACE LOACTIONS. 1x4 No.3 SYP X -BRACE APPLIED TO FRONT FACE OF BRACED WEB, FASTENED TO EACH WEB WITH (2) 8D NAILS. 1x4 No.3 SYP LATERAL BRACE APPLIED TO BACK FACE OF BRACED WEB WITH (2) 8d NAILS.. SEE TRUSS ENGINEERING FOR LATERAL BRACING LOCATIONS. IF LAPPING IS REQUIRED, LAP AS SHOWN OVER (2) TRUSSES. BRACE AS CLOSE TO 45° AS POSSIBLE. ERMANENT TRUSS �BFACING 3/4- = l' -U SEE TABLE BELOW FOR SHEAR WALL HOLD DOWNS. SHEAR WALL ANCHORS TO BE WITHIN 3" OF DOUBLE STUD GROUP. 3"x3" SQ WASHER AT TOP OF THREADED ROD HOLD DOWN. 7/16" OSB FASTENED TO FRAMING W/ 8d AS SHOWN IN THE TABLE BELOW HEADER KING STUDS ARE ACCPETABLE AS SHEAR WALL END STUDS INSTALL DOUBLE STUD GROUP AT EACH END OF SHEAR WALL. FOR DOUBLE SHEAR WALLS, USE (4) STUDS. 1/2 ANCHOR BOLTS AT 24" O.C. BETWEEN SHEAR WALL ENDS. EMBED 8" MINIMUM AND USE 3" SQUARE WASHERS. SHEARWALL SCHEDULE SHEARWALL EDGE SPACING : SHEARWALL ANCHOR SIZE DESIGNATION1 8d NAILS ANCHOR AND EMBED o N DEPTH SW j 3" O.C. 1/2" ROD 1/2-,12- DEEP SW2 2" O.C. HDU8-SDS2.5 7/8", 12- 1. "(2)" DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. 3. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN. SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS. 4. SHEARWALL SECTIONS ARE NAILED AT 6" O.C. IN FIELD WITH 8d COMMON NAILS. SEE TABLE FOR EDGE SPACING. 10 SHEAR WALL ASSEMBLY DETAIL 3/4" = 1'-0" 7/16" OSB FASTENED TO FRAMING W/ 8d AT 4" O.C. ON EDGE, 8" O.C. IN FIELD. BLOCK SHEETING EDGES WITHIN 4" OF GABLE END. 2x4 SYP OUTRIGGER AT 24" O.C. CLIP TO BALLOON FRAMED TOP PLATE W/ SIMPSON H2.5 W/ (8) 8d COMMONS. BLOCK BETWEEN OUTLOOKERS. GABLE TRUSS TOP CHORD 2x4 No.2 SYP X -BRACE. SEE PLAN FOR LOCATIONS. EXTEND BACK 8' FROM GABLE. ATTACH TO GABLE AND TRUSS VERTICALS W/ (3) 16d. WHERE TRUSS VERTICALS DON'T EXIST, APPLY 2X4 No.2 SYP VERTICALS WITH (3) 16d COMMONS AT EACH INTERSECTION OF PROPOSED VERTICAL AND EXISTING TRUSS MEMBER. L -BRACE AS SPECIFIED BY TRUSS MANUFACTURER. 2x4x8' SYP LATERAL BRACE AT 48". APPLY (2) 16d THROUGH DIAGONAL BRACE INTO EACH CEILING JOIST. FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD WITH (2) SIMPSON H2.5 WITH (8) 8d. GABLE TRUSS TO WALL WITH SIMPSON MSTA12 WITH (10) 10d AT 48" O.C. ABLE BRACING DETAIL - TRUSS S/4- = 1'-U" SEE SHEATHING NOTES FOR SPECIFICATIONS TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. (2) 2x6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED MINIMUM 24" LAP WITH (12) 10d IN LAP. STUDS TO TOP PLATE WITH SPH AT 32" O.C. OR SDWC15600 EA. SEE SHEATHING NOTES FOR SPECIFICATIONS 2x6 SPF STUDS AT 16" O.C. FASTEN TO BOTTOM PLATE WITH SPH AT 32" O.C. OR SDWC15450 EA. 2x6 No.2 SYP BOTTOM PLATE FASTENED TO EACH TRUSS WITH 15" CS -16,9' ON FLOOR TRUSS, 6" ON BOTTOM PLATE. FILL ALL HOLES WITH 10d NAILS. SEE SHEATHING NOTES FOR SPECIFICATIONS FLOOR SYSTEM BY OTHERS. FASTEN TO WALL BELOW WITH H2.5A, ALL HOLES FILLED WITH 10d NAILS. SEE SECTION 1/S3.01 FOR LOWER WALL. TYPICAL WALL SECTION JA = T_u m C7 '- W > o cr .- °r° Q z Q z W J] � z O O U Ir o a O � W w � 0 CO co co N W O Q co o z O Fn ww z U) Olf0 a o N CO F- W 2 N � o 0 U Q O <t z O� W Z 0 > LL 0 W m v U � z `L w z z U m U p W E- O F -- z J LO W m Q 00 z 0 W U � U) 0 m V J J W 0 V z N< L.L U00 N C ccli ccoo ci) � C uU V) p o2 U U- U- a) U C) U M m 5 u c cn = (a aXi m IT Q �n 00p oo -2 _ co co N0 `t p Y N < m O r� C) AY/%F/� �V ..... .., 0 ••.•'•," I F/ soZ 411 �G 2 ; %•�� so so FFf2E1/,P.E 388` //tPp 6,-li���� Sheet No. S3.01 a o N CO m 0 m 0 2 N � o 0 U Q O V J J W 0 V z N< L.L U00 N C ccli ccoo ci) � C uU V) p o2 U U- U- a) U C) U M m 5 u c cn = (a aXi m IT Q �n 00p oo -2 _ co co N0 `t p Y N < m O r� C) AY/%F/� �V ..... .., 0 ••.•'•," I F/ soZ 411 �G 2 ; %•�� so so FFf2E1/,P.E 388` //tPp 6,-li���� Sheet No. S3.01 D en13 esten Residence 1551 Ocean Blvd. Atlantic Beach, FI Plan Notes Mech. Elec. & Plumbing Systems Proj ect Information Index ELEVATION NOTES LZ MECHANICAL NOTES c O O .- DESIGN CRITERIA: Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 1. System shall be designed in accordance with all applicable codes, standards & Porches & Balconies are in question, the builder shall be obtain clarification before continuing with Massing & Walls requirements of local utility officials. Design engineer shall prepare calculations Building Type: Type V Construction COLUMNS M for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare A1.1 Existing, Demo &New Site Plan Finished grade lines shown are approximate. Verify that finished grade slopes � final drawings accordingly. CONCRETE MASONRY UNITS away from building for, at least 48" outside building perimeter. Builder shall 1. Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings) and shall be #1 Common establish finish floor elevation in consultation with homeowner. Builder shall complete installation. grade pressure -treated pine or better. All post trim shall be equal to or better 1. All structural information shown is for reference purposes only. A local licensed 1. and/or contractor. Examples of such items include, but shall not be limited to, A2.2 Second Level Floor Plan than post material. structural engineer shall design to actual site conditions & design all structural determination of grade elevations, drainage features, and special requirements associated A2.3 Roof Plan 2. Post corners shall be chamfered unless noted otherwise. Begin chamfer 1 post w/foil-faced tape. elements such as footings, foundation walls slabs. See details for exterior materials not shown here. , width above porch floor if there is no rail or 1/4 post width above rail unless 2. All mason shall be laid plumb, true a u masonry p ru and square w/filled joints. All walls shall be 2. spaces provided. noted otherwise. End chamfer 1/2 post width below beam if there is no capital use rain diverters over doors & walkways in lieu of gutters. Properly -planned adequately braced until securely tied to the structure. No work shall be done All valves, dampers & other control devices shall be accessible for operation & contractor's sole responsibility to determine the procedure, sequence, and temporary A3.2 Exterior Elevations or 1/2 post width below capital unless noted otherwise. Chamfers shall be 3/4 " P p subject to freezing conditions. All exposed work J g shall be brush -cleaned to be p bracing as to insure the safety of the building and its component parts during construction. the house. If gutters &downspouts are used, locate to allow drainage to flow for 4x4 posts, 1" for 6x6 posts, and 1-1/4" for 8x8 posts. Begin and end manufactured for such purposes. free of surface mortar. away from house, adjacent structures & property line. Locate downspouts in P 6. chamfers with a flat taper equal to the depth of the chamfer unless noted 3. All masonry work below finish grade shall be filled with grout. This includes all i otherwise. house unless shown. The Architect suggests the use of traditional half -round cores, cavities & other spaces. 3 3. Turned posts may be #1 Common grade pressure -treated pine or better, or 4. Newly laid masonry shall not be disturbed in any manner. Any section which 4. i. . may be Perma-Cast. Provide fresh air duct to each air -handling unit as per applicable codes. Fresh air g p pp has been disturbed before mortar has set shall be completely removed & re-laid. All columns shown shall be Architectural Grade. This grade includes 4. Classical columns (round may Y square) be smooth cedar, redwood, required to attach and accommodate other work. Protect masonry work from moisture and temperature changes at the end of 8. Provide pressure regulators for all gas equipment as required for proper Perma-Cast, or limestone. Shutters shall be sized to match actual window openings. Mount with hinges & each day's work. operation. Verify gas pressure at meter to determine necessityof regulators. g 5. Exterior structural wood column bases for boxed columns shall be raised above 5. Concrete masonry units shall be sound, dry, clean & free from cracks. CMUs Engineer shall be notified if soil conditions encountered differ from the noted e porch floor I condensing units, air -handling units, condensate pumps, motorized dampers, etc. shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running SIDING NOTES I- Coordinate service & ampacity required. soils report shall be followed unless more stringent requirements are specified in these questions should be reported to the Architect as soon as possible for resolution. bond using full & half -blocks unless noted otherwise. Saw -cut blocks if I n BEAMS non -modular dimensions are required. devices prior to the operation of system. The Builder shall test and balance all Exterior shingle siding shall be Cedar shake installed on breather fabric or similar. Lap siding shall be cedar. 6. CMU bearing walls shall be minimum 8" thick, & shall be reinforced 5 Brick shall be Artisan. w/truss-type reinforcing every other course. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. 1. Wood beams shall be # 1 Common grade pressure -treated pine or better. 7. Reinforce CMUs vertically by filling cores from footing to top of wall w/ rout g 6. 2. Beams supporting masonry shall be limestone or reinforced concrete. & rebar. Reinforce CMUs @ corners by filling all such cores from footing to System shall be designed in accordance with all applicable codes, standards &Heated 3. Metal beams shall be hot -dipped galvanized steel. to of wall w/ rout & rebar. Reinforce CMUs within 16" of beam or girder p g gr contained herein beyond the use authorized by Sherrod Drawings, or any for pipe & equipment sizing, accessory arrangement, etc., and shall prepare final bearing or other concentrated loads by filling all such cores from footing to top All finish work shall be executed by qualified subcontractors, and shall be filled, I Attachments & Sitework the prior written consent of Sherrod Drawings. represents a violation of Federal of wall w/grout & rebar at each core. Reinforce 1 CMU core under each end of 2 Furnish all piping, fittings, accessories, etc. for complete installation. g p Porches Laws subject to the prescribed 484 sq ft J p bed penalties. ambient project conditions. All finish lumber, trim, moldings & millwork shall bond beams bylihing all such cores from footing to top of wall w/grout & rebar Insulate all domestic water supply lines in uninsulated spaces w/tubular foam 2. All work is to be in accordance with the latest codes: have a moisture content of 12% or better. at each core. Reinforce all openings in CMU walls larger than 12" in any 1. Exterior fascia shall be Azek or backprimed solid wood, &screwed @corners FIREPLACES CHIMNEYS w/foil-faced tape. direction w/rebar at all sides of the opening. Extend bars 24" past corners of 2• 3' 4. & ` 2017 Florida Mechanical Code Residential opening. Reinforcing bars shall be ASTM A-615 Grade 60 or better, refer to devices. Cap all pipe to be left open overnight & protect pipe during installation i1 2017 Florida Plumbing Code Residential shall be 1/2" smooth factory -primed exterior hardboard if greater than 11" wide Engineering. Extend hook bars of same size as vertical reinforcing into footing & 4' 1. Fireplaces shall be constructed with Isokern system or equal. 5. lap vertical reinforcing 24" minimum. Install bond beam course w/1 #5 5. 2. Flues shall be clay tile or Isokern DM flue system except that triple -wall metal Lead solder is not allowed. continuous @ top of all CMU retaining walls & above all door & window Drawings for widths). Finger joint material is NOT allowed . flues may be used only with European Copper chimney pots (see below.) adjusted, operated and conditioned as directed by the manufacturers, unless openings. 3. Chimneys shall be brick or stucco on 4" minimum masonry. 8. Consult with the structural engineer if CMU walls will be required to act as All valves, cleanouts & control devices shall be accessible for operation & 4. Chimney pots for clay tile or Isokern DM flues shall be traditional clay chimney retaining walls. Backfill after first floor is set. 1 pots equal to Superior Clay. Chimney pots for metal flues shall be equal to 9. Mortar shall be freshly prepared and uniformly mixed. All mortar joints shall be Do not scale Drawings. Use only dimensions shown on drawings. If dimensions European Copper metal chimney pots by Jack Arnold. engineer or other individual acceptable to state &local authorities. structural members, veneer, roofing, etc. Names of materials & manufacturers completely filled as the masonry units are laid. 10. 5. Provide additional house ventilation as required in central air duct w/motorized 10. Grout shall be freshly mixed of fluid consistency and uniformly mixed. Fill cells All pressure piping located in inaccessible areas such as under slabs shall be 2. All framing & blocking lumber shall be kiln -dried to a moisture co o Sherrod Drawings. g g content of 19/0 gs fan switched at fireplace. Switch shall have a notification light in switch panel of masonry in vertical reinforcing in lifts not to exceed 48". 2• Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breakers, 12. 11. Verify masonry wall reinforcement & turn up equal quantity & sizes of rebar out disconnects accessories etc. for c omplete installation whether or not every item SEALANT' NOTES with awater-borne`pies ervative applied by vacuum nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing &many of footing at locations for wall reinforcement so that reinforcement is continuous 3• ampacity required. . These drawings are intended as general guidelines for purposes of establishing from wall into footing. Provide expansion valves & pressure relief valves & drain lines from water 4. Wood blocking shall be solid & shall match the depth of die primary framing Sherrod Drawings. has no control or responsibility. certain nummu 12. Provide anchor bolts at all reinforced CMU cores as noted above, or if heaters. Route drain lines down to floor drain or utility sink in utility room or 1. Use materials appropriate to the application for maximum life and optimum brand name, capacity or other characteristic of the engineered foundation is concrete, provide anchor bolts 48" OC maximum & at all corners 4. . appearance. All joints should be sound, clean, dry & free of contaminants. &edges of openings for connection of framing to concrete or masonry work. "Design Specification for Light Metal Plate Connection Roof Trusses" of the door brands & types & use of different material YP s &thicknesses can change shown on these Drawings should be supported by design calculations. Design Caulking or sealant should be applied in accordance with spec data sheets and terminate with 90 elbow pointed down. 6. Truss Plate Institute. Truss manufacturer shall provide engineering design & details. Additionally, varying codes & regulations, foundation requirements & 5• 14. manufacturer's specific recommendations. Colors shall be selected by shop drawings which bear the seal of a registered engineer in the state in which electrical & mechanical dans can also chane details. p g arrangement, etc., and shall prepare final drawings accordingly. Verify water pressure at meter to determine necessity of reducing valve. homeowner from manufacturer's standard colors. Caulking or sealant shall be Install GFCI ourlets as required by applicable codes. These areas include WALL FRAMING Seal to wall, floor or countertop around all fixtures with tub & the sealant to grades of lumber, metal connector plate sizes & types & bearing & anchorage the latest edition of all applicable National, State, and Local Building g Codes. It. is installed so that finish surface is smooth, even & regular. match color of fixture unless noted otherwise. details. Truss manufacturer shall submit supporting design documents which the builder's responsibility to assure that all work is in strict accordance with the 2. Caulking shall be installed at interior dry joints between dissimilar materials as Install shower heads 80" OC AFF @ wall penetration unless directed otherwise indicate loading, section modulus, assumed allowable stress, stress diagrams, latest edition of all applicable Construction Standards. Install � hardwired smoke detectors ectors with battery backup on all floors. Interconnect required. 1. All structural members shall be sized to carry all imposed loads by structural 1• 3. Sealant shall be installed at exterior or damp interior joints between dissimilar smoke detectors required & locations w/homeowner & code requirements. engineer. Plumbing shall be PEX or similar, with recirculating hot water. 17. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. materials to be used are the responsibility of the homeowner and/or builder, materials as required. Prime all substrates w/primer as recommended by 2. Wall framing &blocking shall be white pine, spruce, or fir, stud grade or better. 8. Roof sheathing shall be 5/8" Exposure 1 tongue & groove plywood glued w/ including, but not limited to proper installation of materials nailing,gluing, g ng, . manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when 3. All framing & blocking lumber shall be kiln -dried to a moisture content of 19% water heaters, condensing units, air -handling units, condensate pumps, etc. joint is approximately half -way between design extremes. Use flexible open -cell is NOT allowed. items & details not necessarily indicated on the Plans over which has no control 9. Hold roof deckanels apart as p p recommended by decking manufacturer. or responsibility. Sherrod Drawings shall not be held liable for or better: 2' .Bath accessories are generally not shown anywhere on plans, but should be foam backer rods at all butt joints to create a sealant joint no polyurethane J J 4. All wood in contact w/concrete, earth, masonry, or in a moist location shall be installed as noted below. Homeowner shall select accessories. Install toilet paper holder 24" OC AFF & minimum 36" OC from wall behind by roof deck manufacturer to allow for expansion & contraction of roof deck. details. thicker than 1/2 the width of the joint, but in no cases thinner than 1/8" or joint . pressure-preservative-with awater-borne preservative applied by vacuum 11. Hip rafters, ridge boards, & valley rafters shall be one size-la,'.��r than rafters. Y 1.teated a : thicker than 3/8". La depth shall be no greater than 1/2 the width of the p J p g process in closed cylinder & shall be kiln -dried after treating. 3 i 1. joint. Cabinets & Furniture 5. Wood blocking shall be solid & shall match the depth of the primary framing Obtain name plate rating of all equipment before roughing in & provide wiring bathtub). members. Provide blocking in wall to secure mounted millwork shelves, 'l' , [, switch as required. fixtures, mirrors, toilet accessories & ot.ier items requiring a permanent shower). ,4� .MILLWORK Provide panelboards of proper voltage & ampacity for all electrical circuits. More 3. attachment to the wall. than one panel may be required due to number of circuits required. Provide a 5. 6. Interior walls shall be 2x4 studs (3 1/2" thick) & exterior walls shall be 2x6 studs minimum of 8 spare circuits. . (5 1/2" thick) unless noted otherwise. Exterior walls of garages & other .. a.- 1. drawings. Use only dimensions shown on drawings. If dimensions Do not scale g y gs locations & types, disconnects at exterior of building, voltages, ampacities & unheated areas shall be 2x4 studs unless noted otherwise, see drawings. 4. are in question, the builder shall be responsible for obtaining clarification before 7 Headers shall be sized by structural engineer to meet all local live &dead load ( requirements. continuing with construction. Builder shall verify all dimensions & conditions at g Light fixtures shall be located as close as possible to locations shown on plan. requirements. Install minimum 2x4 liner under each end of all headers. Install Run all cable concealed in walls, ceilings or floors unless noted otherwise. jobsite: J 2x6 over top plate of wall in walls parallel to framing above for sheetrock 5. 2. Field -verify all dimensions before be nnin millwork fabrication. Verif all g Y GFCI receptacles may be laid out so that one GFCI receptacle protects other blocking. Install minimum 3 studs @ beam bearing points unless noted align with or are at least symmetrical with each other where there may be kitchen equipment sizes w/homeowner before ordering cabinets. otherwise. 3. All cabinet dimensions shown on floor plans or elevations are to primary surface 8 Exterior Wall sheathing shall be minimum 1/2" CDX plywood sheathing. Kitchen equipment service may not be shown on plan. Verify whether I of cabinet. Countertops typically overhang these dimensions & kickspaces 9. Exterior Wall sheathing shall be wrapped in 30 lb. felt or equal. Install as per 6. I underhang them. fit Provide circuits sized as required for load. manufacturer's recommendations, making sure to achieve an airtight seal at the Center items shown in ceiling areas unless noted otherwise. 4. Provide pre -finished closures, trim or moldings as required to walls or furrings. 3. edges of the wrap & at all interior joints. i. 5. Builder shall provide adequate wood blocking in walls to secure millwork, 10. Exterior Walhsl.eathing maybe substituted for Zi llsystem orequal, at p waY shelves, fixtures, mirrors, grab bars & toilet accessories as required to walls. Architect's discretion. 6. See Finish Schedule for wall, base, floor & other finishes. 11. Exterior structural hardware/connectors- shall be Stainless steel- high grade for Switches shall typically be mounted 48" AFF to center of switch. 7. All materials shall be moisture -resistant in countertops w/sinks, lavatories or 5. fon term exposure to ocean front elements, see engineering for project specific g p p J p { other plumbing. Plywood to be covered w/plastic laminate shall be Verify device & plate colors with Owner or Interior Designer. connectors & fasteners g homeowner & install as required. 7, cabinet -grade AA fir plywood. All totally concealed wood framing shall be #2 Computer outlets may not be shown. Verify computer network requirements 7. { southern yellow pine. with homeowner & install as required. S. Consult Owner & add landscaping lighting if required. Verify lighting type & f8. Sections and details shown may not coverall cabinet conditions, but are FINISHES homeowner & install as required. intended instead to indicate the general design and character of the cabinets. In timeclock override for tine -controllable illumination durin darkness 8' 'cases where no detail is shown, use most similar condition detailed and modify 1. Wallboard & ceiling board shall be screw -attached 5/8" fire -rated gypsum board for cabinet elevation shown. conforming to ASTM c36-64. Use of this material in lieu of standard 1/2" g gypsum board will result in a stiffer, straighter, smoother wall at slightly elevated cost. All details used in these drawings are based on 5/8" gypsum board. 2. Wallboard @ rile shall be equal to Georgia-Pacific Dens -Shield tile backer board. 3. Wallboard @ damp areas shall be equal to screw -attached 5/8" moisture resistant 10. gypsum board @ all areas exposed to high humidity levels such as bathrooms. 11. 4. Sheetrock accessories shall be equal to USG. All exposed corners and gypsum 12. board edges shall have appropriate metal accessories. Sheetrock joint treatment materials shall conform to ASTM c476-64. Tape all joints & apply 3 coats of joint compound. Sand between coats and after the final finish coat. 13. 14. 5. Tile showers shall be constructed to at least the following minimum standard: Wall tile shall be installed over Georgia-Pacific Dens -Shield tile backer board or equal and shall be installed to an elevation of 72" or higher as required to . produce full (uncut) tile throughout the height of the wall. The floor shall be prepared by grouting to slope to drain over a waterproof membrane. Floor tile shall be laid according to Owner or Architect. Small bullnose trim shall be used at all edges. Cove trim shall be used at all interior corners, unless otherwise 1. noted. 6. Remove all rust, grease & erection marks from surfaces to be painted. Fill and 2. sand all woodwork with an appropriate filler before beginning work. Filler coats shall be applied after the priming coats are dry on surfaces scheduled for painting 3. or enameling. Filler shall be tinted to match woodwork on all stained or natural -finish surfaces. All knots, pitch pockets & sap streaks shall be shellacked 4. before paint is applied. All finished surfaces shall be left smooth, even & free from defects. Brushwork shall show even coatings free from brushmarks. Do not roll -apply any paint on trimwork or other wood. Trim shall be brush -applied only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. ` Coverage shall be complete so that no primer or substrate may be seen through . . the finish coat(s). 1. `l : . I D en13 esten Residence 1551 Ocean Blvd. Atlantic Beach, FI Plan Notes Mech. Elec. & Plumbing Systems Proj ect Information Index g . 9. All fluorescent lamps shall be warm white deluxe. 10. All light bulbs shall be compact fluorescent bulbs or LED, Owner to select. a`) in ly Ln = 21a 0 a) V) M L _U 2 0 N u ELEVATION NOTES LZ MECHANICAL NOTES c O O .- DESIGN CRITERIA: Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 1. System shall be designed in accordance with all applicable codes, standards & Building Classification: Residential A0.1 Title Sheet & Specifications are in question, the builder shall be obtain clarification before continuing with requirements of local utility officials. Design engineer shall prepare calculations Building Type: Type V Construction construction. Builder shall verify all dimensions &conditions at jobsite. M for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare A1.1 Existing, Demo &New Site Plan Finished grade lines shown are approximate. Verify that finished grade slopes � final drawings accordingly. A1.2 Site Plan Area Calculations away from building for, at least 48" outside building perimeter. Builder shall 2. Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for establish finish floor elevation in consultation with homeowner. Builder shall complete installation. Unless otherwise noted, project site considerations shall be the responsibility of the owner A2.1 First Level Floor Plan take into account design intent, including number of steps, water table masonry, 3. Insulate all heating or condenser water lines in uninsulated spaces w/tubular and/or contractor. Examples of such items include, but shall not be limited to, A2.2 Second Level Floor Plan etc. Builder shall also assure that there is adequate clearance between finish grade foam insulation. Insulation shall be of self-sealingtype or shall be taped closed Yp p determination of grade elevations, drainage features, and special requirements associated A2.3 Roof Plan & any wood construction. w/foil-faced tape. with FEMA flood hazard and/or DEP zones. A2.4 Detached Garage Plans See details for exterior materials not shown here. 4. Closely coordinate work with all other trades. Maintain ceiling heights & duct Gutters &downspouts may not be shown for clarity. Homeowner may elect to spaces provided. The contractor is responsible for the means and methods of construction. It is the A3.1 Exterior Elevations P use rain diverters over doors & walkways in lieu of gutters. Properly -planned 5. All valves, dampers & other control devices shall be accessible for operation & contractor's sole responsibility to determine the procedure, sequence, and temporary A3.2 Exterior Elevations French drains in the ground below eaves can carry water successfully away from maintenance through accessible ceilings or through access doors or panels bracing as to insure the safety of the building and its component parts during construction. the house. If gutters &downspouts are used, locate to allow drainage to flow manufactured for such purposes. A3.3 Building Sections away from house, adjacent structures & property line. Locate downspouts in P 6. All units above ceiling shall have auxiliary drain g ry pans installed below entire unit. The contractor shall verify all conditions and dimensions al the job site prior to J p non -visually -offensive locations Do not locate downspouts on front face of Route internal & auxiliary drain lines down to floor drain or utility sink in � A9.1 commencing work. Wall Sections house unless shown. The Architect suggests the use of traditional half -round utility room or other non-public areas where overflow would be noticed by Lerts, gutters & round downspouts should the homeowner elect to install gutters & homeowner. The contractor shall supply, locate, and build into the work all anchors, angles, E2.1 First Level Electrical Plan downspouts. p 7. Provide fresh air duct to each air -handling unit as per applicable codes. Fresh air g p pp plates, openings, sleeves, hangers, slab depressions, or other oirrorients as may be E2.2 Second Level Electrical Plan � p Y All columns shown shall be Architectural Grade. This grade includes duct shall extend from intake blower at exterior to return air side of ductwork. required to attach and accommodate other work. correctly -proportioned base & capital details & proper entasis (taper). 8. Provide pressure regulators for all gas equipment as required for proper Shutters shall be sized to match actual window openings. Mount with hinges & operation. Verify gas pressure at meter to determine necessityof regulators. g It is the owner's and/or contractor's responsibility obtain a soils exploration report. The hold in place with shutter dogs located at bottom rail as shown. 9. Coordinate with electrician concerning items requiring electrical service such as Engineer shall be notified if soil conditions encountered differ from the noted e condensing units, air -handling units, condensate pumps, motorized dampers, etc. assumptions. All requirements for site preparation and soil compaction specified in the These drawings may not correlate to any in -field modifications, any discrepancies or SIDING NOTES 10. Coordinate service & ampacity required. soils report shall be followed unless more stringent requirements are specified in these questions should be reported to the Architect as soon as possible for resolution. The Builder shall test pressure -reducing valves, T&P relief valves & other safety plans. devices prior to the operation of system. The Builder shall test and balance all Exterior shingle siding shall be Cedar shake installed on breather fabric or similar. Lap siding shall be cedar. systems prior to completion of the work. l _ S (� uare Footage Brick shall be Artisan. 1 GENERAL CONDITIONS All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. PLUMBING All siding shall be installed as per Manufacturer's instructions. 1. These Plans are the property of Michael L. Sherrod / Sherrod Drawings. These 1. System shall be designed in accordance with all applicable codes, standards &Heated /Cooled existing 2,627 s Plans are protected by Federal Copyright Laws. Any use of the information q ft 1 RIMWORK NOTES requirements of local utility officials. Design engineer shall prepare calculations contained herein beyond the use authorized by Sherrod Drawings, or any for pipe & equipment sizing, accessory arrangement, etc., and shall prepare final Garage 570 sq ft duplication, publication, sale or distribution of any part of these Plans without I All finish work shall be executed by qualified subcontractors, and shall be filled, drawings accordingly. the prior written consent of Sherrod Drawings. represents a violation of Federal sanded smooth and ready for finishes. Trim materials should be tempered to 2 Furnish all piping, fittings, accessories, etc. for complete installation. g p Porches Laws subject to the prescribed 484 sq ft J p bed penalties. ambient project conditions. All finish lumber, trim, moldings & millwork shall 3. Insulate all domestic water supply lines in uninsulated spaces w/tubular foam 2. All work is to be in accordance with the latest codes: have a moisture content of 12% or better. insulation. Insulation shall be of self-sealing type or shall be taped closed g Yp p Under Beam Local Ordinances: Atlantic 3,682 sq ft n is Beach, Fl Exterior fascia shall be Azek or backprimed solid wood, &screwed @corners w/foil-faced tape. t Building Code: 2017 Florida Building Code Residential 6th edition (see Drawings for widths). Finger joint material is NOT allowed. 4. Cleanouts shall extend to surfaces or shall be provided w/access doors or similar^ ` 2017 Florida Mechanical Code Residential Exterior soffits shall be Azek or backprimed solid wood up to 11" in width or devices. Cap all pipe to be left open overnight & protect pipe during installation i1 2017 Florida Plumbing Code Residential shall be 1/2" smooth factory -primed exterior hardboard if greater than 11" wide from dirt, gravel & other debris which might cause blockages or flow restrictions. Electrical Code: 2014 National Electrical Code (see Drawings for widths). Finger joint material is NOT allowed. 5. Center all fixtures in space allocated unless noted otherwise. Attics & s 3. It is the builder's responsibility to assure that all manufactured articles, material, Ceilings Exterior cornerboards &casing shall be Azek or backprimed 2x solid wood (see 6. Lead solder is not allowed. and equipment are applied, installed, connected, erected, used, cleaned, Drawings for widths). Finger joint material is NOT allowed 7. Closely coordinate work with all other trades. Maintain ceiling heights & pipe adjusted, operated and conditioned as directed by the manufacturers, unless Interior trimwork shall be shapes as shown on drawings. spaces provided. I herein specified to the contrary. Builder shall follow all instructions to sustain CEILING, ATTIC & ROOFFRAMING 8. All valves, cleanouts & control devices shall be accessible for operation & and preserve all expressed or implied warranties and guarantees. ELECTRICAL PLAN NOTES maintenance through access doors or panels manufactured for such purposes. 4. It is the builder's responsibility to check all plan dimensions & details for overall 9. Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as g 1. All structural members shall be sized to carr all imposed loads b a structural accuracy appropriate to the site & final selection of Y P _ y Ymasonry, floor joists, lumber, Do not scale Drawings. Use only dimensions shown on drawings. If dimensions required by applicable codes for proper maintenance. engineer or other individual acceptable to state &local authorities. structural members, veneer, roofing, etc. Names of materials & manufacturers are in question, the electrician shall be responsible for obtaining clarification 10. Coordinate placement of all drains with flooring subcontractor. _ Ceiling & roof framing & blocking shall be #2 KD southeri vellow pine. shown on these Plans do not represent any endorsement or recommendation by before continuing with construction. Builder shall verify all dimensions & it. All pressure piping located in inaccessible areas such as under slabs shall be 2. All framing & blocking lumber shall be kiln -dried to a moisture co o Sherrod Drawings. g g content of 19/0 gs conditions at jobsite. continuous copper tubing without joints. or better. 5. Final selections of materials to be used are the responsibility of the homeowner Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breakers, 12. Coordinate with electrician concerning items requiring electrical service such as 3. All wood in contact w/concrete, earth, masonry, or in a moist location shall be and/or builder, including, but not limited toP P ro er installation of materials disconnects accessories etc. for c omplete installation whether or not every item water coolers sensor flus vpressure-preservative-treated h aloes &water heaters. Coordinate service & with awater-borne`pies ervative applied by vacuum nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing &many is shown or specified. ampacity required. process in closed cylinder & shall be kiln -dried after treating,. other small items & details not necessarily indicated on the Plans over which These drawings are intended as general guidelines for purposes of establishing 13. Provide expansion valves & pressure relief valves & drain lines from water 4. Wood blocking shall be solid & shall match the depth of die primary framing Sherrod Drawings. has no control or responsibility. certain nummu criteria, & do not necessarily represent the final layout, heaters. Route drain lines down to floor drain or utility sink in utility room or members. 6. These plans provide ideas & concepts & are not intended to be complete in all p arrangement, size brand name, capacity or other characteristic of the engineered other non-public areas where overflow would be noticed b homeowner. If line Ypotential 5. Roof trusses shall be designed, fabricated & erected in-a(dance w/the respects & details of weatherproofing. Use of a ote variety of window or system. System .hall be designed in accordance with all applicable codes, standards &requirements of local utility officials. Deviations from the concepts is run to exterior, extend line concealed in walls to within 18" of finishrade & g "Design Specification for Light Metal Plate Connection Roof Trusses" of the door brands & types & use of different material YP s &thicknesses can change shown on these Drawings should be supported by design calculations. Design terminate with 90 elbow pointed down. 6. Truss Plate Institute. Truss manufacturer shall provide engineering design & details. Additionally, varying codes & regulations, foundation requirements & engineer shall prepare calculations for loading &equipment sizing, accessory g p preprepare 14. Provide pressure reducing valve as required for proper operation of the system. shop drawings which bear the seal of a registered engineer in the state in which electrical & mechanical dans can also chane details. p g arrangement, etc., and shall prepare final drawings accordingly. Verify water pressure at meter to determine necessity of reducing valve. work is to be performed. Shop drawings shall indicate these 7. It is the builder's responsibility to assure that all work is in strict accordance with p p g pcies, sizes &stress p y Install GFCI ourlets as required by applicable codes. These areas include 15. Seal to wall, floor or countertop around all fixtures with tub & the sealant to grades of lumber, metal connector plate sizes & types & bearing & anchorage the latest edition of all applicable National, State, and Local Building g Codes. It. is receptacles in a bathroom, kitchenette, or other area where running water is match color of fixture unless noted otherwise. details. Truss manufacturer shall submit supporting design documents which the builder's responsibility to assure that all work is in strict accordance with the present or areas exposed to the weather. 16. Install shower heads 80" OC AFF @ wall penetration unless directed otherwise indicate loading, section modulus, assumed allowable stress, stress diagrams, latest edition of all applicable Construction Standards. Install � hardwired smoke detectors ectors with battery backup on all floors. Interconnect b homeowner. Y r. calculate ons & an other re required supporting info 8. y q pp g rmation, which is for. file Names of materials &manufacturers shown on these Plans do not represent any detectors so that all will sound should one detector activate. Verify number of 17. Drains in walls or ceilings shall be cast iron. purposes only as the Architect shall not be responsible for checking calculations. endorsement or recommendation by Sherrod Drawings. Final selections of smoke detectors required & locations w/homeowner & code requirements. 18. Plumbing shall be PEX or similar, with recirculating hot water. 17. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. materials to be used are the responsibility of the homeowner and/or builder, Detectors shall be installed in all sleeping areas just outside bedrooms as a 8. Roof sheathing shall be 5/8" Exposure 1 tongue & groove plywood glued w/ including, but not limited to proper installation of materials nailing,gluing, g ng, minimum. Some equipment shown on other plans may require electrical service, such as 7� BATH ACCESSORIES waterproof construction adhesive & screwed or nailed 12'.' OC to framing. OSB caulking, insulating, flashing, roofing, weatherproofing & many other small water heaters, condensing units, air -handling units, condensate pumps, etc. is NOT allowed. items & details not necessarily indicated on the Plans over which has no control 9. Hold roof deckanels apart as p p recommended by decking manufacturer. or responsibility. Sherrod Drawings shall not be held liable for Electrician shall include electrical service to all such equipment. Coordinate with other trades concerning items requiring electrical service. Coordinate service & L .Bath accessories are generally not shown anywhere on plans, but should be an errors 10. Hold roof deck. panels away from items penetrating roof deck as recommended omissions, or deficiencies in an form p $ y by any party whatsoever for these various e ampacity required. Provide one duplex outlet & one light if unit is in non -lit 2 installed as noted below. Homeowner shall select accessories. Install toilet paper holder 24" OC AFF & minimum 36" OC from wall behind by roof deck manufacturer to allow for expansion & contraction of roof deck. details. area for every condensing unit &every air -handling unit as required by toilet (1 per toilet). 11. Hip rafters, ridge boards, & valley rafters shall be one size-la,'.��r than rafters. Y applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to 12. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where weather. 3. Install 18" towel bar in tub on wall opposite shower 60" OC AFF 1 per PP @ ( p ceiling joists run perpendicular to rafters. { Obtain name plate rating of all equipment before roughing in & provide wiring bathtub). of proper size, voltage & ampacity. Provide fused or non-fused disconnect 'l' Install 24" towel bar outside tub or shower @ 48" OC AFF (1 per tub or switch as required. shower). Provide panelboards of proper voltage & ampacity for all electrical circuits. More 3. Job site built recessed shower niche tiles shall slope slightly for drainage. than one panel may be required due to number of circuits required. Provide a 5. Provide blocking in walls for all bath accessories. minimum of 8 spare circuits. Verify service requirements with local power company including transformer LIGHTING locations & types, disconnects at exterior of building, voltages, ampacities & other details of electrical construction. Size all feeders according to NEC ( requirements. 1. Light fixtures shall be located as close as possible to locations shown on plan. �� Run all cable concealed in walls, ceilings or floors unless noted otherwise. Fixtures shall align with or center on each other or with adjacent architectural Support all fixtures & other items rigidly from structure of building. elements. Coordinate locations of light fixtures with HVAC grilles so that they GFCI receptacles may be laid out so that one GFCI receptacle protects other align with or are at least symmetrical with each other where there may be standard receptacles beyond it if there is at least one GFCI receptacle in a room e and if they can all be on the same circuit. conflicts. Grilles & registers shall be blocked as required so that they align with Insulate seal solidly behind receptacles in exterior walls. light fixtures. Light fixture & switch locations shall be reviewed & approved by Kitchen equipment service may not be shown on plan. Verify whether Owner or Interior Designer before installation of sheetrock or other wall & equipment should be hardwired or requires an outlet & connect as required. ceiling finishes. Provide circuits sized as required for load. 2. Center items shown in ceiling areas unless noted otherwise. 3. Coffer dimensions are shown to face of framing unless noted otherwise. AUXILIARY SYSTEMS 4. Switches shall be located adjacent to but not intersecting door casing or trim. Verify trim size & selection for each room. Grouped switches shll be ganged tight together & shall be covered with a single plate designed for that purpose. No alarm systems are shown. Verify alarm requirements with homeowner & Switches shall typically be mounted 48" AFF to center of switch. install as required. 5. Support all fixtures rigidly from structure of building. Telephone outlets may not be shown. Verify telephone requirements with 6. Verify device & plate colors with Owner or Interior Designer. homeowner & install as required. 7, Consult Owner & add exterior security lighting if required. Verify lighting type Computer outlets may not be shown. Verify computer network requirements & switching. with homeowner & install as required. S. Consult Owner & add landscaping lighting if required. Verify lighting type & Cable TV outlets may not be shown. Verify cable TV requirements with switching. Connect all exterior lighting to photocell control relays with homeowner & install as required. timeclock override for tine -controllable illumination durin darkness g . 9. All fluorescent lamps shall be warm white deluxe. 10. All light bulbs shall be compact fluorescent bulbs or LED, Owner to select. a`) in ly Ln = 21a 0 a) V) M L _U 2 0 N u vE V U_ _0 - v t Y W U N o, M _ UJ . 3 •� co M Cr U .- ^l 4 -JW C C;5 U) C@ Q "- -I w- � UE (:� >- v of - o Cr C M U /` i . :,, y U, rn U U� I� v- ('''� - 3 r'�I '� - ^1 Lr)=I W Ln U o 0 Q n t LZ c O O .- .(J) al 00 r --i M N in . � U C E 0 t U0NZcco I 0 U (n 0 co \\ vE V U_ _0 - v t Y W U N o, M _ UJ . 3 •� co M Cr U .- ^l 4 -JW C C;5 U) C@ Q "- -I w- � UE (:� >- v of - o Cr C M U /` i . :,, y U, rn U U� I� v- ('''� - 3 r'�I '� - ^1 Lr)=I W Ln U o 0 Q n t LZ N 3A0.1 O ZN Site Plan 01` 0 2' 4' 6' 8 �m 14' 16' 4.04% N 0.00% J Lot _ »:: 7424 LOT 8 LOT 7 W '- Existing Impervious Roofed Structures ... in 0. , ---- ,.... 17.74% ... ........... ............. . :.. . r:: _ . .. . Proposed Impervious Roofed Structures Existing Pervious Driveway 6.1 W U Z O LOT 10 Existing Impervious Additional Concrete REMOV PPrLM I (REMOVE 1 s" PALM 11 I 'ALM 20" BAY REMOVE I M I I I CONCRETE BLOCK WALL BAY REMOVE bQ 13" DOUBLE 6 Ln REMOVE bAY Z•O 4 -REMOVE - Cq WOOD N SHED N .Z 01 WU W m ir W H W Z W W O 0>> 30 LRE 1�7 OVEILOT iOREMOVE10" 13 PALM PALM PALM ■=nWs iHFMQU � LOT 13 T \\\ 3N1 -I -NO LOT 14 ZN ON M' NJ F LOT 8 LOT 7 W �- - N 7" 148.00' 24" r ? LAUREL OA -W REMOVE II--' 4' WOOD b FENCE P SILT FENC AROUND CONSTRUCTION SITE 149.00' LOT 15 12.19 LOT 8 SEIT 1/2" IRON PI E, LB3672 — — — — — ` ROLL OFF DUMPSTE I W F- m Z O F- U 7 in Z 0 U Q Z 0 Q W U Z W LL I- J Existing Site Plan 2291 0 2' 4' 6' 8 10' 12' 14' 16' 4.04% Existing Lot Coverage Calculations w .......: w 0.00% Coverage Lot Coverage Calculations Lot _ »:: 7424 100.00%s ....:.... Lot Existing Impervious Roofed Structures ... » ........ 1317 , ---- ,.... 17.74% ... ........... ............. . :.. . r:: _ . .. . Proposed Impervious Roofed Structures Existing Pervious Driveway 1387,18.68% W U Z O Proposed Impervious Roofed garage Structures Existing Impervious Additional Concrete 776 10.45% Proposed Impervious Pool Coping & Concrete Existing Total Impervious 3480 46 88% Proposed Pervious wood Pool deck @ 903 \ Ln Proposed Pervious Driveway @ 924 * 50% Max Lot Coverage 3712 50.00% Proposed Impervious Additional Concrete oncrete :.. ...... O Proposed Total Impervious 148.00' LOT 16 7424, 100.00% 2291 30.86%. - 599 8.07% 300 4.04% 0 0.00% 462,6.22%' -� 18 0.24 3670 49.43 i, 12.06 BENCHMARK: SET MAGNAIL IN EDGE OF PAVEMENT. ELEVATION =I 0.88'NIAVD 1988 DATUM LOT 8 SE 1/2" IRON PIPE, LB3672 1" es w V — ads W O ._ o w -� new fence and gate 0 W 4' O -i"4° drainage 1n o a. LL N > 0 0 O W LA a W U Z O 0 Ld W c�3 N U U �3 p 12.06 BENCHMARK: SET MAGNAIL IN EDGE OF PAVEMENT. ELEVATION =I 0.88'NIAVD 1988 DATUM LOT 8 SE 1/2" IRON PIPE, LB3672 1" es O N New Site Plan 0 2' 4' 6' 8' 10' 12' 14' 16' II C 0 C 0 COMMUNITY DEVELOPMENT c v L DENIED N d X .Oc 7 N U zi N O E c .3 -0 C E v Ln P Cn m 'C Q 0 0 v t O r u 0 N O PALMAC V — ads �,N O ._ o O new fence and gate 0 U 4' O -i"4° drainage 1n o N N 00 m �3 M drainage lines lV \ Ln C as U c 66" I-1! O C 4 U -- —T -- -- ----- I� ------- - - m — ------ 0 0 .. 5' SIDE Y ARD SETBACK 0 ra LOT 10 �E I .�.� °o - O Cl1 —c v � . ca a� U M O v ._ Lr) L i W / V Q � 0 ( j Q V) 0 I0, 19' Garage O. O" 12'-O" 1(1' 0": ° 60' O" 8 15 O I N IF Z I Pool W W I Q a. 9" PALM i to I �ti0 - U. O Z' O W O i w 5J9 S6 FT ' - LA LO _ 21 -LM' 0 i -60( Q ;wood deck _ _ .... ;I : pervious,.-,, p , , I I vi e : pery us pavers rs 0 :. pavers ,....,, T I O -� —=- o ° — — —---- 10' SIDE YARD SETBACK. drainage lines automatic gate LOT 1 O I 0 _perviouss pa ver _ o 3 : co strips I concrete ; PAL 11„ i3~� PALM 12 PALM _ ..... - N F LOT 13 149.00' 0 N i LOT 16 F 0 LOT 14 LOT 15 LL O N New Site Plan 0 2' 4' 6' 8' 10' 12' 14' 16' II C 0 C 0 COMMUNITY DEVELOPMENT c v L DENIED N d X .Oc 7 N U zi N O E c .3 -0 C E v Ln P Cn m 'C Q 0 0 v t O r u 0 N O V — vE O ._ o O U o N N 00 m �3 M U lV \ Ln C as U c ra O U , N 4 U C I� m 0 0 .. w '- 0 ra � �E V — vE LL ._ o U o N m �3 U C as ra 4 . w '- � �E .�.� °o - O Cl1 C v � . ca a� U M O v ._ Lr) L i W / V Q � 0 ( j Q V) O [a Ws I Pop, Z1,72, TA IMPOMEVAU-1 =0158 M LORZIZO01 MIXT1 U11 11 WYTY I 24 SQ New Site Plan Lot Area Calculations 0 2' 4' 6' 81 01!— 12'' 14' 16' K N M51 9-W L /4/-/+l: IUU.UUYo. Lot 7424� 100.00%. U— 0 ..Existing Impervious Roofed Structures . . ......... 131T . .... ..... 17.74%s ..... ..... . Proposed Impervious Roofed Structures . . ...... ......... �%��-% . . ............ 2291: .......... 30.86% U Existing Pervious Driveway . ......... .......... - 1387 18.68W ...... .... .... ......... Proposed Impervious Roofed garage Structures 599 8.07% 00 sExisting Impervious Additional Concrete 776,� ................ ............ 10 45% . ... ................. ... ............ Proposed Impervious Pool Coping & Concrete 300 4.04%, 4-J Existing Total Impervious 3480 46.88% .. ........ ....... - Proposed Pervious wood Pool deck @ 903 .. .......... . . ....... ........ . .... ............. ................. 0' 0.00% .. . ........ ... . ...... Cj 4-J . ........ .... Proposed Pervious Driveway @ 924 50% 462: 6.22% to Max Lot Coverage .......... 3712� . ......... . ........ ........ 50.00% Proposed Impervious Additional Concrete 1& 0.24% 12 .Proposed Total Impervious . ............. ............ . 3670 .... ------- 49.43% ............. .......... . 18 SQ F"T ................................................................ . . ................. . . 0 0 1:1 El 0) ro .. ..... .. ... . ---------- -- ------ . ........ ----- ---- .......... — -- ---------- -------- - --- ------ TMMM-111— ...... - ......... . r 0 ---- - - ------------- - ------- "s, so: Lr) U) Lr) O 300 SQ FT011 2291 SQ FT ........... 24 SQ New Site Plan Lot Area Calculations 0 2' 4' 6' 81 01!— 12'' 14' 16' K N M51 4..j A1.2 E U— 0 O - U 00 U 4-J V) ,Z3 Cj 4-J r- to 0 U 12 C 0 0 0) ro U 0 0 L) Lr) U) Lr) O 4..j A1.2 E U— 0 - U U 4-J dS 4-J r- ro U 0 Lr) Lr) 4..j A1.2 FA Second Level Floor Plan 0 2' 4' 6' 8' 10' 12' 14' 16' Wall Material Key existing wall to remain interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) interior 2x6 wood stud wall (all exterior walls are to be 2x6 wood stud walls unless noted otherwise in Wall Sections) new wall finished both sides new wall finished one side ---1 7-5/8" CMU wall PLAN NOTLS I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes Floor Plan Notes 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. Dimensions shown are to one side of interior walls or to outside face of stud or masonry on exterior walls unless noted otherwise. 3. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. 4. Install perimeter french drains at all exterior footings. Wrap corrugated plastic pipe w/geotextile fabric, surround pipe w/gravel and slope drain to daylight 5. Locate doors so that door casing abuts wall finish of adjacent wall unless noted otherwise or unless door casing is narrower than 3 1/2". In this case, install door frame with appropriate shim space against liner and stud. Do not omit stud or liner to get the door closer to the adjacent wall. In cases where a door is shown approximately in the center of a wall, locate door in the exact center of the wall. 6. Verify window rough opening head height with Elevations. See plans & exterior elevations for window alignments, window types & muntin patterns. Adjust head heights slightly (less than 1 3/8") as required to course with masonry veneer, if any. Provide filler strip between window and masonry sill if required to allow the masonry sill to course with surrounding brickwork. In no case should brick be cut to either course with the head or the sill of a window or door. 7. Window sizes indicated on plans are generic sash sizes. 8. Every sleeping room shall have at least one operable emergency escape and rescue opening. The net clear opening dimensions required shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. 9. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well. 10. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way or into a screen enclosure, where a screen door is provided leading away from the residence 11. Refer to plans & exterior elevations for window types. Coordinate operability of windows & direction of swing of casements w/homeowner. 12. Doors & Windows shall not be ordered, prior to meausuring rough framing. 13. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall match the rooms they serve unless noted otherwise. 14. Coordinate location of utility meters on site to be away from public view and to minimize visual impact from any area of the site. Hold meters as low as possible to allow more effective screening. 15. Install termite shield at any areas where wood may come into contact with masonry at grade; along stem walls, turn -down slabs, and piers. 16. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or other wet or food storage areas. Boric acid shall be installed immediately before installation of insulation in insulated walls or immediately before installation of wall finish in uninsulated walls. Walls with exposed cavities do not need to be treated with boric acid. 17. If gypsum board is used, install moisture -resistant gypsum board in restrooms & other rooms where water is present. 18. Load roof prior to installing drywall. 19. Install nail gaurds on framing at all appropriate locations. 20. Seal all holes from plumbing, wiring, or other uses by installing firestop /drafts op between each floor, and top plate to roof frarning. 21. Builder shall coordinate all shelving & storage requirements with homeowner. 22. Center plumbing fixtures in space provided unless noted otherwise. Provide not less than the following clearances from finish wall to fixture on either side: Lavatory: 15". Toilet: 18". 23. No tile slivers shall be allowed, layout tiles prior to setting, and adjust as required. ?4. Handrails are required at all interior stairs with 4 or more risers. IOMMUNITY DEVELOPMENT DENIED O L L Q) L U) N L _U w O C C O V) C O U C N .0 a-� �L 3 a� L Q X L.� O L N .3 Q) Q) U 0 0 o_ Q) L Q) N 0 C T C� C Ln 0) C L c m ;_ U rn C W a a� L a) v L t �L a 0 L W L Z fo t U G 00 1l C, N pl O O W 00 m N id') I U C ui LO L s U a� c I� m o , U U) .. 0 !s m W _ V — V U_ ._ o L 3. U o, � c N m �3 U V c w - "p � E > L` — ° E m — o L . tB N MWU y� I I V C LA s V Ln ° Q F FF A2.2 v W _ V — V U_ ._ o L 3. U o, � c N m �3 U V c w - "p � E > L` — ° E m — o L . tB N MWU y� I I V C LA s V Ln ° Q F FF A2.2 v F FF A2.2 v A A2.3 I 2. 3• 4 5• 6. 7- 8. 9• 10. 11. 12. 13. 14. ROOF PLAN NOTES FLASHING NOTES LZ Do not scale Drawings. Use only dimensions shown on drawings. If dimensions I. Install all exposed flashing w/concealed cleats. Surface fasteners of any type are 1. are in question, the roofer shall be responsible for obtaining clarification before unacceptable. continuing with construction. Builder shall verify all dimensions & conditions at 2. Base flashing shall be 2 ounce copper -fabric flashing equal to AFCO. Base jobsite. flashing shall run up 6" minimum behind sheathing when installed at wood floor 2. See Floor Plan for building dimensions. system or shall offset up i brick course minimum if installed at CMU backup. Begin metal roofing w/full panel at most visible edge of roof unless seams are 3. Window & door head flashing shall be 2 ounce copper -fabric flashing equal to Q) T3 shown on elevations to align with exposed rafter tails or dentils below, in which AFCO @ brick veneer or shall be either 16 ounce copper or .oi9 factory `o case roof panel installation shall conform with elevations. pre -primed aluminum break metal at homeowner's option for any other Metal roofing shall have no added striations in the flats. non -masonry wall finish. I Begin shingle roofing w/full shingle at most visible edge ofroof. 4. Eave & rake flashing shall either 16 ounce copper or .oi9 factory pre -primed Roof penetrations are permitted only in the areas noted. Route all vents, aluminum break metal at homeowner's option. All roof edge flashing shall M exhausts, flues & other penetrations to these areas & terminate as per code. extend Io" minimum behind roofing felt or other roofing material. Verify that 2. All roofing and roofing details shall be installed in strict accordance with industry flashing runs not only under roofing material, but also under sub -roofing standards and manufacturer's instructions. No work shall conflict with the material such as roofing felt. Eave flashing at gutters shall extend to cover back 3. manufacturer's guarantee or warranty. leg of gutter, but shall terminate above rim of gutter. Provide flashing as per details or as per SMACNA if no details are shown where 5. Chimney & cricket flashing shall be 16 ounce copper flashing (no exceptions roof pitch changes or where roofing intersects with vertical surfaces. unless roofing is metal, in which case flashing shall match�oofing material). Hold downspouts tight against walls. Install pan flashing at chimney which extends from outside ce of chimney to The installation subcontractor shall be fully responsible for all roofing work. inside of clay tile flue liner. Turn flashing up 1/2" inside flue liner. Install 16 4. All slopes are indicated on the Drawings. ounce copper step flashing under chimney cap flashing. Pan flashing shall overlap Paint all roof mounted accessories to match roof color selected by homeowner. step flashing 6" minimum. Tie masonry chimney to roof framing immediately All exhaust fan, vent, flue & stack openings are to be cut & sealed by builder. below flashing w/rigid metal straps (minimum 1 each side of chimney). Crickets 5 - Roof vent terminals shall be 12' away from and 2 above any air intake, door or shall be installed on high side of all chimneys or other roof penetrations window, 18" away from any vertical wall extending above roof vent, and not exceeding 36" in width. Cricket flashing shall be installed over plywood roof below any roof eave, or as required by local codes. deck backing. Crickets shall slope 3/12 minimum. 6. Valley flashing shall be either 16 ounce copper or .oi9 factory pre -primed aluminum break metal at homeowner's option 12" wide minimum centered in valleys. Lap joints 12" minimum, color to match roof color. i 7. Gutters shall be 16 ounce copper or factory pre -primed .032 aluminum ready for finish painting. (See Drawings for gutter size and shape). The back leg of all gutters shall extend i" minimum above front rim. Gutters shall be hung with 2. matching metal strips which are attached under shingles. Penetrations of back of gutter or of eave flashing shall not be permitted. 1 3 8. Downspouts shall be 16 ounce copper or factory pre -primed .032 aluminum ready for finish painting. (See Drawings for downspout size and shape). 4. 5 Downspouts shall be attached to wall w/matching metal strips which are attached to wall behind downspouts. 6 9. Raking roofs and chimney flashing shall be stepped flashingt masonry walls, 7. step flashing is the most desired flashing detail for water -proofs g/longevity, and has to be installed while laying brick or block. If masonry walls are already laid, cut block or brick with a saw, parallel with the lower roof pitch and insert the 8. flashing, then close saw joints w/appropriate caulking. I. 2. 3• 4 - Roof Plan 0 2' 4' 6' 8 10' 12' 14' 16' PLAN NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.1 for specifications & Notes. VENTILATION NOTES All attics, crawl spaces & other concealed areas shall be ventilated as per local building codes, or provide spray foam insulation on uderside of roof deck to allow non -vented attic condition. If attic is vented, Soffit vent shall be equal to Air Vent 2" continuous aluminum soffit vent. If shingle attic is vented, Ridge vent shall be Air Vent Ridge Univent (absolutely no substitutions). Terminate ridge vent w/manufacturer's standard end cap 12" from end of ridge. Cut roof deck back to provide air passage as recommended by manufacturer. Homeowner, or Architect shall select color, color should match prominent roof color. Crawl space ventilation shall be decorative grilles as shown on elevations if shown w/insect screen on inside or shall be 8" x 16" manually operated painted metal vents if not shown. If attic is vented, Provide insulation baffles at ventilated eaves as required to assure minimum i" clear air space at bottom of roof deck. ROOF FRAMING NOTES All structural members shall be sized to carryall imposed loads by a structural engineer. Refer to engineering set, and contact Architect in the event of any discrepancies. Refer to structural drawing for roof deck size, though shall be no less than 5/8" Exposure i T&G Sturd-I-Floor plywood. Particle Board is NOT allowed. Hold roof deck panels apart as recommended by decking manufacturer. Hold roof deck panels away from items penetrating roof deck as recommended by roof deck manufacturer to allow for expansion & contraction of roof deck. Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where ceiling joists run perpendicular to rafters. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. See Wall Sections for exact configuration of framing members at exterior walls. DRAFTSTOPPING NOTES Draftstopping shall be installed in attics, overhangs & similar concealed spaces so that the area between draft stops does not exceed 3000 SF. Draft stop materials shall be not less than 5/8" gypsum board. Draft stop material shall be adequately supported. Any openings in the draft stop partition such as access doors shall be protected by self-closing doors. Required ventilation of concealed attic spaces shall be maintained. ,;OMMUNITY DEVELOPMENT DENIED m v v Ln r a v 0 Q) Z W a� m L 00 0 N u V - vE LL ._ o U �o ro N m �3 Cr U _ Z) -J N W > o� m — o Crr� �/� N U 3 Ln l Lr) v Q LZ C O N 00 m N ern Q) T3 U `o U ca v c . =a CO o O U (n .. 0 M Al W V - vE LL ._ o U �o ro N m �3 Cr U _ Z) -J N W > o� m — o Crr� �/� N U 3 Ln l Lr) v Q LZ 3' A2.3 Ln 20 RISERS @ 6.9937" = 1 1' 7 7/8" 19 TREADS @ 10 3/4" = 170 1 /4" 1P Wall Material Key fi..� f ;• f. existing wall to remain face brick interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) interior zx6 wood stud wall (all exterior walls are to be 2x6 wood stud walls unless noted otherwise in Wall Sections) new wall finished both sides new wall finished one side 7-sll" CMU wall PLAN NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes Floor Plan Notes 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. Dimensions shown are to one side of interior walls or to outside face of stud or masonry on exterior walls unless noted otherwise. 3. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. 4. Install perimeter french drains at all exterior footings. Wrap corrugated plastic pipe w/geotextile fabric, surround pipe w/gravel and slope drain to daylight 5. Locate doors so that door casing abuts wall finish of adjacent wall unless noted otherwise or unless door casing is narrower than 3 1/2". In this case, install door frame with appropriate shim space against liner and stud. Do not omit stud or liner to get the door closer to the adjacent wall. In cases where a door is shown approximately in the center of a wall, locate door in the exact center of the wall. 6. Verify window rough opening head height with Elevations. See plans & exterior elevations for window alignments, window types & muntin patterns. Adjust head heights slightly (less than 1 3/8") as required to course with masonry veneer, if any. Provide filler strip between window and masonry sill if required to allow the masonry sill to course with surrounding brickwork. In no case should brick be cut to either course with the head or the sill of a window or door. 7. Window sizes indicated on plans are generic sash sizes. 8. Every sleeping room shall have at least one operable emergency escape and rescue opening. The net clear opening dimensions required shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. 9. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well. 10. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way or into a screen enclosure, where a screen door is provided leading away from the residence 11. Refer to plans & exterior elevations for window types. Coordinate operability of windows & direction of swing of casements w/homeowner. 12. Doors & Windows shall not be ordered, prior to meausuring rough framing. 13. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall match the rooms they serve unless noted otherwise. 14. Coordinate location of utility meters on site to be away from public view and to minimize visual impact from any area of the site. Hold meters as low as possible to allow more effective screening. 15. Install termite shield at any areas where wood may come into contact with masonry at grade; along stem walls, turn -down slabs, and piers. 16. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or other wet or food storage areas. Boric acid shall be installed immediately before installation of insulation in insulated walls or immediately before installation of wall finish in uninsulated walls. Walls with exposed cavities do not need to be treated with boric acid. 17. If gypsum board is used, install moisture -resistant gypsum board in restrooms & other rooms where water is present. 18. Load roof prior to installing drywall. 19. Install nail gaurds on framing at all appropriate locations. 20. Seal all holes from plumbing, wiring, or other uses by installing firestop/draftsop between each floor, and top plate to roof framing. 21. Builder shall coordinate all shelving & storage requirements with homeowner. 22. Center plumbing fixtures in space provided unless noted otherwise. Provide not less than the following clearances from finish wall to fixture on either side: Lavatory: 15". Toilet: 18". 23. No tile slivers shall be allowed, layout tiles prior to setting, and adjust as required. ' 24. Handrails are required at all interior stairs with 4 or more risers. LZ A2.1 l V — O O o � V N U 00 LA o M N m Ln V L U s= `o C� fo U , U co 'p O 4.) U 0 m C v v LZ A2.1 l V — vE o � V U LA o _ N m M3 V L V c C� fo N rn 'p E 4.) ' E CID C v v fu N U Y� O V C Q/ - +� 3 Ln L 1 Lr) v ° W ° n Q N LZ A2.1 Note: Details of the door or window are not shown here. The intent of this drawings is only to illustrate exterior - trimwork. Consult Architect is there are any questions concerning these conditions. 6 2", stucco wall as detailed elsewhere (see schedules, details & specifications) on ° CMU wall w U window head flashing run 6" up behind m �•-•-- CIO bond beam and out to drip as shown CMU bond bea -1N sheetrock return oa7c» A3. 1 oABc« A3. 1 Window Head, Jamb & Sill Section/Elevation 12 6 7. Shutters shall be sized to match actual window openings. Mount with hinges & hold in place with shutter dogs located at bottom rail as shown. It is the o1W1 J 1 1/2 012 WINDOW JAMB & SILL SECTION�ELEV. 1 91/2 Architect's opinion that it is better to use no shutters at all than to use the A3. 1 DOOR SILL & AMB SECTION/ELEVATION 1 1_011 A3. 1 _o„ common fake screwed -on type. 8. Double windows shall not be constructed from the factory ganged together, all double windows shall be seperated by a vertical wood mullion. wood column stucco finish 10 3.3 -- steps 8'-1 1/4" HEAD HEIGHT wood column stucco finish finished grade T 1V I HOUSE 1 ST FLOOR Front Elevation 0 2' 4' 6' 8' 10' 12' 14' 16' 00 0 L a) L In N f6 U _U w O C N C O U C N .0 Y L In ai a X v v r Y 0 t 3 0 U 0 CL 0 0 .n 0 C T E V) 0) C D C 2 rn c .3 0 Note: This detail is typical in nature, and is O Note: Details of the window & frame are O_ N .-o Note: Details of the door or M N Ln Note: Details of the door or fU 6 C intended to outline the general procedures 0 ,v A\ C C general in nature and may not represent 1 =o W 3 0 are not shown hefe. U WiIIIIIA1 are not shown ]iprp for flashing & jamb -wrapping doors & .I..i 6 exact configurations, as this may vary v� The intent of this drawing is The intent of this drawing is windows. Opening sizes shown here are w - �I ^l between manufacturers. Consult Architect oE m only to illustrate exterior Y tri mwork. Consult Architect if only to illustrate exterior trimwork. Consult Architect if purely schematic. See Floor Plans and/or O(V if there are any questions. +� 3 there are any questions Lr) L i W L / there are any questions � Door & Window Schedules & Elevations 0 Q for sizes of openings. Sere Wall Sections for door or window p Z wall as detailed elsewhere (see wall as detailed elsewhere (see thickness of wall. iV size & design) W schedules, details & specs) schedules, details & specs) 2x6 casing over exterior sheathing = door head flashing run up 6" dow head flashing run up 6" Step 1: Extend sill flashing 6" minimum jamb w/jamb extension ove ¢ = and out over drip cap as shown and out over drip cap as shown each side of opening or 2" past edge of as required over 2x6 stud o jamb casings (if larger than 6") for woo 1x6 flat casing over interior wallboard 0 openings & wrap up over sub -sill Step 2: Extend 10 mil vinyl jamb wrap �2 L0 6" minimum each -&i& -of x w seal these locations thoroughly with a7 exterior sealant -iN heat3 cur frtaszx _ head I ixt caui;4 cut jamb wrap at angle-, own w ere wf iI' slnped ttp osier tv m cufif'r sloped torp t)vrvvrio wrap meets sill & extend over sill F "a a srxs ove€;vaod oasin g > w sin iaer2tf tvczod casn flashing as shown flppr see details elsew)exe { ) tr Vtrtntlrrtu {see detaijs elsewhere } Note: Vinyl jamb wrap is not shown on F rxi jaitb caro„ "a jaiiib easing door & window details for clarity, but should be installed on all exterior Z openings as shown here. I = W C a. 0 0 a.R:. EAL Step 3: Install head flashing over jamb 3 = flashing& extend head flashing 6" m o 1/4" REVEAL; minimum each side of opening m C Note: Head flashing should be run up behind wall sheathing whenever possible. door or window (see schedules for type, size & design) v� k1lovvv SCALE A3 ct - A3.1 A3. 11 Opening Flashing Detail DOOR, CASEMENT OR TRANSOM MULLION 1110" DOOR HEAD & JAMB SECTION/ELEVATION 11 to WINDOW HEAD & JAMB X110; oa7c» A3. 1 oABc« A3. 1 Window Head, Jamb & Sill Section/Elevation 12 6 7. Shutters shall be sized to match actual window openings. Mount with hinges & hold in place with shutter dogs located at bottom rail as shown. It is the o1W1 J 1 1/2 012 WINDOW JAMB & SILL SECTION�ELEV. 1 91/2 Architect's opinion that it is better to use no shutters at all than to use the A3. 1 DOOR SILL & AMB SECTION/ELEVATION 1 1_011 A3. 1 _o„ common fake screwed -on type. 8. Double windows shall not be constructed from the factory ganged together, all double windows shall be seperated by a vertical wood mullion. wood column stucco finish 10 3.3 -- steps 8'-1 1/4" HEAD HEIGHT wood column stucco finish finished grade T 1V I HOUSE 1 ST FLOOR Front Elevation 0 2' 4' 6' 8' 10' 12' 14' 16' 00 0 L a) L In N f6 U _U w O C N C O U C N .0 Y L In ai a X v v r Y 0 t 3 0 U 0 CL 0 0 .n 0 C T E V) 0) C D C 2 rn c .3 0 P_ A3.1 O O_ N .-o 00 M N Ln U fU 6 C 0 ,v A\ C C U 1 =o W 3 0 U P_ A3.1 V N vE LL .-o � v rW1 U N o N ,v A\ C C W 3 U ^ll .I..i v� w - �I ^l oE m 0 N O(V v .- +� 3 Lr) L i W L / V Q � 0 Q P_ A3.1 Garage Roof Plan j%4" 12 6I Side Elevation 1/4" A3.1 1 '-O" o"Ac. A3.1 Side Elevation 4 A3.3 rake flashing over PT edge strip 5-V metal roofing over Peel -N -stick over plywood roof deck over trusses or rafters .,see engineering for rafter or truss sizes 6 5 PT soffit w/2x6 raking frieze W 1x2 fascia over 1x6, allow for 101, J 1/4" drip h4ss Sl2 \ \ A3.3 Z a W Lap siding over waterproof building paper over exterior sheathing on insulated wall w/interior finish as detailed elsewhere— w x X ceiling attached to framin ceiling attached to framin M a N flashing, run up behind siding, and out PT soffit w/2x8 frieze 4; to drip over 2x8 frieze 1x2 fascia over 1x6 allow U C Lap siding over waterproof building paper 1/4" drip over exterior sheathing on insulated wall Lap siding over waterproof building paper 2 w/interior finish as detailed elsewhere over exterior sheathing on insulated wall m. w/interior finish as detailed elsewhere -im 0 m N tw m -,m base flashing, run up behind siding and out --1 m to drip over sloped base cap over 2 base flashing, run up behind siding and out stucco finish as shown to drip over sloped base cap over PT 2x6 over ^ N PT 2x6 sill plate on termit stucco finish as shown I I concrete footing 24" OC jtd PT 2x6 sill plate on termit bolted to I 4" 3000 PSI fiber reinforced concrWWF concrete footing 24" OC 6x6xW2.9xW2.9 with 2#5scontnuous 4" 3000 PSI fiber reinforced concrete slab w/ I I x & #4's 24" OC VB over 4" gravel drainage -fill WWF 6x6xW2.9xW2.9 with 245's continuous i over compacted earth & #4's 24" OC VB over 4'$ravel drainage -fill Z Z Garage a. 4�R .. ... W Z .. turn down footing reinforce w #5's ;-., J m w AR m continuous & 44's 24" OC On 3" L compacted earth — _. 8" 1 -01 ---------------- eave flashing over PT edge strip 5-V metal roofing over Peel -N -stick over plywood roof deck over trusses or rafters Ln ' •'soy '.: • . �` 12 6 5 raT7 • ::\ er or h4ss Sl2 \ \ A3.3 N fiberglass \\ or blown insulation tb r -I ceiling attached to framin M a N 2" x 84" 15 -lite PT soffit w/2x8 frieze 4; provide service 1x2 fascia over 1x6 allow U C for garage door 1/4" drip opener Lap siding over waterproof building paper 2 _ EXHAUST over exterior sheathing on insulated wall m. w/interior finish as detailed elsewhere FAN W/LIGHT 0 m N tw N -,m --1 m base flashing, run up behind siding and out to drip over sloped base cap over PT 2x6 over ^ N stucco finish as shown I I PT 2x6 sill plate on termit bolted to I concrete footing 24" OC 4" 3000 PSI fiber reinforced concrete slab w/ I I x WWF 6x6xW2.9xW2.9 with 245's continuous & #4's 24" OC VB over 4'$ravel drainage -fill on over compacted earth -- �� Garage Z Z w I Q W m tum down footing reinforce w #5's e0rit1nU0US & #4'S 24° OC On3" L AR 3" ZLE m O AR �- compacted earth 8" 11-01, lbat A2.4 Wall Section through Rake1 o A2.4 Wall Section through Eave 1 0 O N 2 A2.4 28'-6" 36x60 Si gle Hung 36x60 Si gle Hung 3'-8" 17-8" 28'-6" Garaore Floor Plan 0 2' 4' 6' 8' 10' 12' 14' 16' t I 2 A A3.1 PLAN NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.1 for specifications & Notes oR6G« BRACKET & ROOF SECTION A2.4 2x6 9 D (p (D U N N. Rear Elevation COMMUNITY DEVELOPMENT DENIED i/4" 11-011 Front Elevation L v rn L Q 0 0 L v s Z fo _U OD 0 N 0 u 42" Ln I - 0 32" x 84" N ° Poo ath tb r -I 48" FLUORESCENT CEILIN LIGHTS � M N 2" x 84" 15 -lite LI1 4; provide service U C for garage door opener 2 _ EXHAUST m. FAN W/LIGHT 0 m N tw N --1 0 ^ N I I I I I I x on Garage � I in to po lbat exterior li 3'-8" 17-8" 28'-6" Garaore Floor Plan 0 2' 4' 6' 8' 10' 12' 14' 16' t I 2 A A3.1 PLAN NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.1 for specifications & Notes oR6G« BRACKET & ROOF SECTION A2.4 2x6 9 D (p (D U N N. Rear Elevation COMMUNITY DEVELOPMENT DENIED i/4" 11-011 Front Elevation L v rn L Q 0 0 L v s Z fo _U OD 0 N 0 u Ln O N tb r -I M N LI1 4; U C ui `0 U cLn U c m. 0 , U U .. 0 m B A3.2 hingle roofing 12 12 6 6 South Elevation --- 10'-1 1/8" HOUSE TOP PLATE _ 8'-1 1/4" HEAD HEIGHT PLATE HEAD HEIGHT� 7771, F777 1 /4" o❑ 1' O" A3.2 Rear Elevation 0 2' 4' 6' 8' 10' 12' 14' 16' HOUSE 1 ST FLOOR CU L v 2 L tn L 21 O a� V) v m U u Z 00 0 N M I - PLAN NOTES ELEVATION NOTES 1 RIMWORK NOTES N r. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions r. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions N Ln are in question, the electrician shall be responsible for obtaining clarification are in question, the builder shall be responsible for obtaining clarification before z. All finish work shall be executd by qualified subcontractors, and shall be filled, before continuing with construction. Builder shall verify all dimensions & U continuing with construction. Builder shall verify all dimensions & conditions at c sanded smooth and ready for finishes. Trim materials should be tempered to conditions at jobsite. jobsite. ambient project conditions. All finish lumber, trim, moldings & millwork shall 2. See A0.1 for specifications & Notes 2. Finished grade lines shown are approximate. Verify that finished grade slopes :kms have a moisture content of 12% or better. 3. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and away from building for at least 48" outside building perimeter. Builder shall 2. Exterior fascia shall be Azek or backprimed solid wood, & screwed @ corners glass doors on the seaward and shore parallel sides of the dwelling shall be tinted establish finish floor elevation in consultation with homeowner. Builder shall (see Drawings for widths). Finger joint material is NOT allowed. to a Transmittance Value of 45% or less through the use of tinted glass, window take into account design intent, including number of steps, water table masonry, 3. Exterior soffits shall be backprimed solid wood up to i i" in width or shall be film or screens. (b.) All lighting will comply with types of lighting authorized by etc. Builder shall also assure that there is adequate clearance between finish grade 1/2" smooth factory -primed exterior hardboard if greater than ii" wide (see the general Permit." & any wood construction. Drawings for widths). Finger joint material is NOT allowed. 4. Sea turtle protection requirements F.A.0 62B-34.070(4) :All lighting will 3. See details for exterior materials not shown here. 4. Exterior cornerboards & casing shall be backprimed 2x solid wood (see comply with types of lighting authorized by the general Permit." 4. Gutters & downspouts may not be shown for clarity. Homeowner may elect to Drawings for vidths). Finger joint material is NOT allowed 5. See Electrical Plans for Exterior Light Fixture cut sheet & Selections use rain diverters over doors & walkways in lieu of gutters. The Architect 5. Interior trimwork shall be shapes as shown on drawings. suggests omitting gutters if there are any trees in the general vicinity of the BRICK NOTES house since stopped -up gutters overflow, eventually rotting eave trim. -planned ELEVATION NOTES Properly French drains in the ground below eavescan carry water successfully away from the house. If gutters & downspouts are used, locate to L All masonry shall be laid plumb, true and square w/filled joints. No work shall allow drainage to flow away from house, adjacent structures & property line. I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions be done subject to freezing conditions. All exposed work shall',be acid -washed in Locate downspouts in non -visually -offensive locations Do not locate are in question, the electrician shall be responsible for obtaining clarification strict accordance w/brick & mortar manufacturers' instrugtions & rinsed to downspouts on front face of house unless shown. The Architect suggests the use before continuing with construction. Builder shall verify all dimensions & remove all acid & mortar residue. Air space behind brick work below flashing at of traditional half -round gutters & round downspouts should the homeowner conditions at jobsite. finish grade shall be filled with grout (see wall section). Newly laid masonry shall elect to install gutters & downspouts. 2. See A0.1 for specifications & Notes not be disturbed in any manner. Any section which has been disturbed before 5• All stucco joints shown on elevations are control joints unless noted otherwise. mortar has set shall be completely removed & re-laid. Protect masonry work Space stucco joints equally as shown unless noted otherwise. SIDING NOTES from moisture and temperature changes at the end of each day's work. 6. All columns shown shall be Architectural Grade. This grade includes 2. Face brick shall be type SW modular size (2 1/4" x 3 5/8" x 7 5/8") & shall be correctly -proportioned base & capital details & proper entasis (taper). selected by homeowner or Architect. Face brick shall meet the requirements of 7• Shutters shall be sized to match actual window openings. Mount with hinges & i. Exterior shingle siding shall be Cedar shake installed on breather fabric or similar. ASTM Designation C-216. Prewet brick if Initial Rate of Absorption exceeds hold in place with shutter dogs located at bottom rail as shown. It is the 2. Brick shall be Owner Selected, primed & painted. 30 grams per minute in an area of 30 square inches. Do not prewet brick Architect's opinion that it is better to use no shutters at all than to use the 3. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. otherwise. Prewetting should be accomplished by thoroughly wetting the pallet common fake screwed -on type. 4. All siding shall be installed as per Manufacturer's instructions. or stack of brick 24 hours before they are to be laid, allowing the surfaces of the 8. Double windows shall not be constructed from the factory ganged together, all 5. Exterior trim shall be Azek or similar, backprimed solid wood, & screwed brick to dry before laying. double windows shall be seperated by a vertical wood mullion. corners (see Drawings for widths). Finger joint material is NOT allowed. 3. Mortar shall be freshly prepared and uniformly mixed in the ratio by volume of 1 part cement, 1 part lime putty, 6 parts sand & shall conform to ASTM 270 and to BIA Designation M1-72. Lime putty may be omitted if plastic type cement is STUCCO NOTES used. All mortar joints shall be completely filled as the masonry units are laid. 4. Mortar color shall be selected by Homeowner or Architect. I. Stucco veneer options, including but not limited to true 3 -coat stucco system, 5. Mortar joints shall be tooled joints. Pattern shall be selected by Homeowner or hard -coat, soft -coat, mechanically -attached, adhesive -attached, etc. Architect. should be reviewed by any user of these plans & disclosed to the 6. Temporary brick wall shall be built for selections. homeowner, if any, in advance of construction. Issues associated with 7. Provide and install corrugated masonry ties 24" OC vertically & horizontally. the various stucco veneer options should also be reviewed & carefully 8. Provide cotton weeps immediately above flashing. Extend weeps 3" minimum considered, such as the stucco system's weatherability, durability, cost, past back face of masonry veneer, curling into air space as required. Extend maintenance, potential problems associated with moisture, local climate weeps past front face of masonry veneer & trim to flush w/finish surface after conditions, availability of insurance' coverage, availability of termite masonry veneer is cleaned. protection, availability of loans & restrictions thereto, etc. Regardless of the stucco system selected, it is the builder's responsibility to ensure that all manufacturer's instructions/specifications are exactly followed. 2. All stucco joints which are to be centered over an architectural element are delineated with a crosshair at the object they are to center on. Any joints between centered joints shall be equally spaced. 3. All stucco joints which are to be centered over an architectural element are delineated with a crosshair at the object they are to center on. Any joints between centered joints shall be equally spaced. 4. Stucco finish shall be smooth sand. 5. ASTM standards shall be met for ALL stucco applications. 6. Stucco over wood frame shall meet ASTM C-926 and ASTM C-1063. hingle roofing 12 12 6 6 South Elevation --- 10'-1 1/8" HOUSE TOP PLATE _ 8'-1 1/4" HEAD HEIGHT PLATE HEAD HEIGHT� 7771, F777 1 /4" o❑ 1' O" A3.2 Rear Elevation 0 2' 4' 6' 8' 10' 12' 14' 16' HOUSE 1 ST FLOOR CU L v 2 L tn L 21 O a� V) v m U u Z 00 0 N M I - V - vE LL _0 \ Y N nW1 U O, ra c N co �3 U C.1) a--+ Ci/ C C S -u ru 4-J C Q� Y v E co p V1 L MI U V Ln L i Lr) V ] D Q 1 � C M A3.2 ,O N 00 M N Ln U c 0 U c 0) m 0 U N .. 0 m :kms V - vE LL _0 \ Y N nW1 U O, ra c N co �3 U C.1) a--+ Ci/ C C S -u ru 4-J C Q� Y v E co p V1 L MI U V Ln L i Lr) V ] D Q 1 � C M A3.2 i MATERIAL KEY BUILDING SECTION NOTES 4" CMU wall I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before 8" CMU wall continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. All structural information shown is for reference purposes only. Builder shall • ' concrete have a local licensed structural engineer review actual site conditions & design all structural elements such as framing, footings, foundation walls & slabs. Their masonry veneer design must take into account locally -required live loads, wood species, and types of joists and rafters (dimensional lumber, LVL, metal- or plywood -web truss joists, etc.,) any of which may vary with your locality, contractor, and building material supplier. 3. Building sections are abstracted outlines of actual building components. See wall sections & other details for actual configurations. 4. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with Homeowner, or Architect. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. S. See details for exterior materials not shown here. 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be less, depending on number of top & bottom plates (see wall sections). 7. Floor system dimensions are to top of plywood floor decking and bottom of joist, which typically coincides with top of wall plate for walls below or bottom of wall plate for walls above. 8. Masonry dimensions are to top of brick or CMU. 9. Because of drawing limitations, section cut lines on floor plans may be shown cutting through doors, windows, or other openings. But some building sections may not show openings for clarity. Io. Because of the scale of building sections, items beyond the section plane such as doors, windows, cabinets, etc., are typically not shown unless they are required to communicate the intent of the drawing, such as columns beyond that support a porch beam. siding over exterior sheathing over wall as detailed elsewhere metal base flashing shaped as shown installed w/continuous cleat so that there are no exposed :fasteners g„ "w3 WALL TO ROOF FLASHING DETAIL A3.3 no RAKE FLASHING DETAIL Eave Flashing Detail face of beam, face of beam & face of columns must align 2x2 w/i 1/4" quarter round below as shown column cut from ix12's wrapping structural column (see framingpplan for size of structural column; rovtde column sized to carry loadifnot shown but in no case less than 4x4; locate column within column casing as required by beam location shown in wall sections) Colum from -�- Handrail Section/Elevation A3.3 COLUMN DETAIL Note: stack rafters over wall studs so that loads are closely transferred as shown. install hurricane clip to tie every rafter to double top plate and another clip to tie top plate to every stud; engineer to determine clip specification to meet or exceed all wind load requirements, and rents of local authorities, but in no case sh ll clip be less than Simpson x8 -� 3E oas�� v n base chamfered as shown ixio �Aa civ 0) RAFTER—WALL STRAPPING lieathe entirc house in 1/2" plywood :ack upper level studs over lower level studs so that wind strapping ties studs together istall 1-1/4" wind strapping 32" OC (every other stud w/IOD nails; engineer to determine end lap to meet or exceed all wind load requirements, and requirements of local authorities 0 0 }'p� Cq<J a I Square 10" Column i, 1o" A3.3 STRAPPING gQ INTERMEDIATE FLOORS 3�0„ r3 A3.3 Transverse Building Section ; Em V — vE LL. ._ o U No Q C m �3 U +J >_ C 4-J� Q - . E w- E — o Vl L N U O 41 •- �3 L/ L L i / V Q W � A3.3 ,O N 00 M N Ln U c uS o . U m c U c . co '. 0 i U 0 :m V — vE LL. ._ o U No Q C m �3 U +J >_ C 4-J� Q - . E w- E — o Vl L N U O 41 •- �3 L/ L L i / V Q W � A3.3 A V-4" a_ 4 0 A3.3 1N a 0 O m 0 u Q' A9.1 C eave flashing w/continuous cleat anchored N ri to continuous pt 1 x8 eave backing M N Ln Q) see engineering for rafter or truss sizes. B U Roofing on roofing felt over plywood ;n 0 U , roof deck over rafters or trusses c U r c . — Roofing on roofing felt over plywood roof Sed 0 deck over rafters or trusses 8 ; • ' orr$�r '.m spray foam insulation rake flashing w/continuous cleat anchored ; • \ t 2 or 6 to continuous pt 1x8 eave backing ---- -- -- 7t ' 6 s sl2dS. A3.3 ; Cedar shingle finish on breather fabric over 5 waterproof building paper over exterior A3.3 sheathing wall to roof flashing 1x2 drip on 1x8 fascia w/soffit sheetrock ceiling attached sheetrock ceiling attached to framing — to framing WALL SECTION NOTES spray foam insulation 1x2 drip on 1x8 fascia w/soffit a- o I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 2x10 frieze beaded board porch ceiling on 2x4 ceiling framing 24" OC V-4" aN are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. beam: lx8 frieze w/bottom member cut from 2. All structural information shown is for reference purposes only. Builder shall 1x6 & notched both ends 3/8" as shown for have a local licensed structural engineer review actual site conditions & de ign all dri, structural elements such as framing, footings, foundation walls & slabs. Their design must take into account locally -required live loads, wood species, and types of joists and rafters (dimensional lumber, LVL, metal- or plywood -web truss joists, etc.,) any of which may vary with your locality, contracto , and building material supplier. 7-9" 3. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with Homeowner, or Architect. 4. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate cle ranee column beyond between finish grade & any wood construction. =JC0 ryOD S. See details for exterior materials not shown here. o x 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be N � less, depending on number of top & bottom plates (see wall sections). 7. Floor system dimensions are to top of plywood floor decking and bott m of _ joist, which typically coincides with top of wall plate for walls below orbottom of wall plate for walls above. 8. Masonry dimensions are to top of brick or CMU. Cedar shingle finish on breather fabric over 9. Because of drawing limitations, section cut lines on floor plans may be hown Cedar shingle finish on breather fabric over waterproof building paper over exterior cutting through doors, windows, or other openings. But some building sections waterproof building paper over exterior sheathing on insulated wall w/interior may not show openings for clarity. sheathing on insulated wall w/interior finish as detailed elsewhere ro. Because of the scale of building sections, items beyond the section plane such as finish as detailed elsewhere doors, windows, cabinets, etc., are typically not shown unless they are required to communicate the intent of the drawing, such as columns beyond that support a porch beam. 3 wall to roof flashing A3.3 eave flashing w/continuous cleat anchored run flashing & waterproofing membrane up IPE decking over 2x4 PT sleepers on to continuous pt 1x8 eave backing wall waterproof membrane over 3/4" PT plywood over framing & beam as Roofing on roofing felt over plywood roof designed by engineering plywood floor deck on floor joists deck over rafters or trusses plywood floor deck on floor joists over hang plywood 1" to drip (see Floor Framing Plan) w/band (see Floor Framing Plan) w/band joist at perimeter `�� joist at perimeter Apply h drosto coat over plywood, install PP Y Y p P Y — — - — — — — — — — — — — — —— — — — — — — — — — — — — �leepersl6�C�apply2n coat o — — _ \ 5 h drosto coating over sleepers &plywood 1 wood 12 3 FIT) 6666M \ 3 cniv � J 18" FLOOR TRUSSES 18" FLOOR TRUSSES mea \ ALL PT PORCH FRAMING & PT 2X10 DECKING MY EMCEE==sheetrock ceiling attached sheetrock ceilingJwa to floor framing aN �v to floor framing beaded board porch ceiling attached to floor 2x8 top plate bolted to CMU wall J, 2x8 top plate bolJ joists beaded board porch ceiling on 2x4 ceiling create drip for waterproof membrane in 2x framing 24" OC material and behind 1x4 fascia beam: 1x10 frieze w/bottom member cut cove moulding over 1x8 frieze w/1x1 on 1x6 architrave, w/soffit to match column stucco finish on 8" CMU filled block from 1x12 & notched both ends 3/8" as stucco finish on 8 width, notch both ends 3/8" as shown for shown for dri dr' V-4" a_ 4 0 A3.3 1N a 0 O m 0 u Q' A9.1 C ,O vl .j N ri M N Ln Q) B U ;n 0 U , c U r c . m 0 0 '.m Q' A9.1 Note: All cover plates shall be Jumbo size. 15a 125v 3 wire single pole w/ground duplex wall outlet equal N .� E2.1 See Finish Schedules for size of base for }` i5a i25v duplex GFCI wall outlet equal to Leviton each room. It shall be the electrical #8oi-6S99i. contractor's responsibility to coordinate to #5362 served by dedicated 2oa circuit. baseboard sizes with other trades. 3,; Split -wired i5a 125v duplex wall outlet. ® 15a 125v 3 wire single pole w/ground duplex floor outlet in flush brass floor box. 15a 125-277v single pole switch equal to Hubbell #i2oi. 3 15a 125-277v 3 -way switch equal to Hubbell #1203. fhermosfat (where applicabie)�__-.;__ 15a 125-277v 4 -way switch equal to Hubbell #1203. �D 15a 125-277v dimmer switch. switch (see plans for type) door casing (as detailed elsewhere) Recessed or surface compact fluorescent bulb light or LED. p 0 receptacle turned horizontal) 90° to O vertical as shown) baseboard over 6 1/2" tall on the flat face of baseboard fV oa5 c 3/•�" ELECTRICAL OUTLET LOCATIONS First Level Electrical Plan 0 2' 4' 6' 8' 10' 12' 14' 16' Electrical Plan Key 4" square Recessed LED, Elitco Lighting RS4123oKRF or similar. ® Adjustable eyeball recessed compact fluorescent bulb light. ® Wall -washer recessed compact fluorescent bulb light. Large pendant ceiling fixture. Small pendant ceiling fixture. Wall fixture. Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan includes lights. O ❑• 15a 125v 3 wire single pole w/ground duplex wall outlet equal N .� E2.1 to Hubbell #5252• }` i5a i25v duplex GFCI wall outlet equal to Leviton 1{ #8oi-6S99i. 2oa 125v 3 wire single pole w/ground duplex wall outlet equal Hubbell to #5362 served by dedicated 2oa circuit. }{� Split -wired i5a 125v duplex wall outlet. ® 15a 125v 3 wire single pole w/ground duplex floor outlet in flush brass floor box. 15a 125-277v single pole switch equal to Hubbell #i2oi. 3 15a 125-277v 3 -way switch equal to Hubbell #1203. �4 15a 125-277v 4 -way switch equal to Hubbell #1203. �D 15a 125-277v dimmer switch. O Recessed or surface compact fluorescent bulb light or LED. 4" square Recessed LED, Elitco Lighting RS4123oKRF or similar. ® Adjustable eyeball recessed compact fluorescent bulb light. ® Wall -washer recessed compact fluorescent bulb light. Large pendant ceiling fixture. Small pendant ceiling fixture. Wall fixture. Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan includes lights. O ❑• New doorbell button. New items are generally shown bold as N .� E2.1 indicated here. Doorbell chimes. (Install transformer in closest available concealed accessible space.) Wired Combination Carbon Dioxide & Smoke detector (120V w/battery backup). Provide in every bedroom, & interior cooking area. 0 Empty wall box for computer or telephone w/3/4" conduit & pull string to above ceiling or to other accessible space. Telephone wall jack. © Exhaust fan w/light. PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes O (n I LM E N .� E2.1 FA Note: All coverplates shall he Jumbo size. See Finish Schedules for size of base for each room. It shall be the electrical contractor's responsibility to coordinate baseboardsizes with other trades. receptacle turned vertically (typical) baseboard up to 6 1/2" tall on the flat face of baseboard C� 9 ® Wired Combination Carbon Dioxide & Smoke detector (120V SECOND FLOOR receptacle turned horizontally (9o° to vertical as shown) baseboard over 6 1/2" tall on the flat face of baseboard Empty wall box for computer or telephone w/3/4" conduit & pull cV V FIRST FLOOR E2. ELECTRICAL OUTLET LOCATIONS Second Level Electrical Plan 0 2' 4' 6' 8' 10' 12' 14' 16' �M I 11 II �3 wt �D �W ME, Electrical Plan Key rya 1i5v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5252• i5a 125v duplex GFCI wall outlet equal to Leviton #8oi-6S99i. 2oa 125v 3 wire single pole w/ round duplex wall outlet equal to Hubbell #5362 served by dedicated 2oa circuit. Split -wired 15a i25v duplex wall outlet. i5a 125v 3 wire single pole w/ground duplex floor outlet in flush brass floor box. i5a 125-277v single pole switch equal to Hubbell #1201. 15a 125-277v 3 -way switch equal to Hubbell #1203. 15a 125-277v 4 -way switch equal to Hubbell #1203. i5a 125-z77v dimmer switch. Recessed or surface compact fluorescent bulb light or LED. 4" square Recessed LED, Elitco Lighting RS4123oKRF or similar. Adjustable eyeball recessed compact fluorescent bulb light. Wall -washer recessed compact fluorescent bulb light. Large pendant ceiling fixture. Small pendant ceiling fixture. Wall fixture. Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan includes lights. �. New doorbell button. New items are generally shown bold as indicated here. Ln Doorbell chimes. (Install transformer in closest available concealed accessible space.) ® Wired Combination Carbon Dioxide & Smoke detector (120V O w/battery backup). Provide in every bedroom, & interior cooking area. 0 Empty wall box for computer or telephone w/3/4" conduit & pull string to above ceiling or to other accessible space. Telephone wall jack. Exhaust fan w/light PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes v v v 41 L Q 0 r U) fufu L U_ Go 0 N 4.) 1 V Ln vE C .-o J O -p V U N Ln o Q1 Q) N 00 m �3 V M ^l �✓ N C �n v U C N O L - C , U \ ' i v 0 — O U ' C: W O M U tea" 4.) 1 V N 4" E2.2 Ln vE LL .-o J -p V U N Ln o Q) N .- m �3 V ^l �✓ 4-J C C6 - \ ' i v W — O r^ C: o V t� U U v, O U C: v ._ Lf) L i ^^ ll M v 0 j V) N 4" E2.2 Ln I ar ai U1 a 0 L W t cn ar V 1p ri O N U W ----4------------------i V _ I - I I � - I _------- - i I ­­ A c J = J �1 U , t)enI3esten Residence t I- Cf) -- ® LYS ,� � _, Cr U - 1551 Ocean Blvd. Atlantic Beach, FI _v c, .0 Porches & Balconies Q Massing & Walls C..� . -fig Plan Notes r�l Mech. Elec. & Plumbing Systems Project Information Index COLUMNS L F_ •� 00 - c Cr C. " - CONCRETE MASONRY UNITS U ELEVATION NOTES MECHANICAL NOTES N - 1. Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings) and shall be #1 Common dress ure- treated pine or better. All post trim shall be equal to or better p 1, All structural information shown is for reference purposes only. A local licensed 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 1. System shall be designed in accordance with all applicable codes, standards & DESIGN CRITERIA: Building Classification: Residential A0.1 Title Sheet &Specifications Building Type: Type V T-1 L O grade than post material. structural engineer shall design to actual site conditions &design all structural are in question, q the builder shall be obtain clarification before continuing with g requirements of local utility officials. Design engineer shall prepare calculations q Y g g P P` Construction A1.1 Existing, Demo &New Site Plan 2. red unless noted otherwise. Begin chamfer 1 post Post corners shall be chamfe g P elements such as .footings, foundation walls &slabs.. construction. Builder shall verify all dimensions & conditions at jobsite. for equipment sizing, duct sizing, accessory arrain ement, etc., and shall prepare P : g� Y g 1 1 A1.2 Site Plan Area C: i " /4 post width above rail unless width above porch floor if there is no rayl or 1 p 2• All masonry shall be lard plumb, true and square w/filled joints: All walls shall be 2. Finished g away from .rade lutes shown area approximate. Verify that finished rade slopes pp Y g p building for at least 48" outside building perimeter. Builder shall 2. final drawings accordingly.alculations g Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for noted otherwise. End chamfer 1/2. post width below beam if there is no capital adequately brace{ until securely tied to the structure. No work shall be done q Y Y establish finish floor elevation iu consultation with homeowner. Builder shall complete installation. A2.1 First Level Flo Unless other-swise noted, project site considerations shall be the rc pousibilit�- of dye owner or Plan or 1/2 post width below capital unless noted otherwise. Chamfers shall be 3/4 " subject to freezing conditions. All exposed work shall be brush -cleaned to be J _ P take into account design intent, including number of steps, water table masonry, 3. Insulate all heating or condenser water lines in uninsulated spaces w/tubular A2.2 Second Level Floor Plan grid/or contractor. Examples of such items include, but shall not be limited to, for 4x4 posts, 1 for 6a6 posts, and 1-1/4 for 8x8 posts. Begin and end free of surface mortar. etc. Builder shall also assure that there is adequate clearance between finish grade foam insulation. Insulation shall be of self-sealing type or shall be taped closed determination of rade elevations drainage features and special-te, uirements asst A2.3 Roof Plan g � g � l 1 associated A2.-1 fern with a flat taper ec ual to the death of the chamfer unless noted eham P 1 1 3. All masonry work. below finish grade shall. be filled with grout. This includes all & ,m wood Y construction. w/foil-faced tope: 1 xvith FEMA flood hazard and/or DEP zones. Detached Garage Plans otherwise. cores, cavities & other spaces. 3. See details Foa exterior materials not shown here. 4. Closet coordinate work with all other trades. 'Maintain ceiling heights & duct Y g h g A3'1 3. Turned posts may be #1 Common grade pressure -treated pine or better, or 4. Newly laid masonry shall not be disturbed in any manner. Any section which 4. Gutters & �:iownspouts pray not be shown for clarity. Homeowner may elect to spaces provided. The routractor is responsible for the means and methods of puss action. It Exterior Elevations P rs the A3.2 may be Perrna-Cast. has been disturbed before mortar has set shall be completely removed & re-laid. use rain diwerters over doors & walkways ill lieu of gutters. Properly -planned 5. All valves, dampers & other control devices shall be accessible for operation & contractor's sole responsibility to determine the procedure, sequence, aurid temporary Exterior Elevations 4. Classical columns (round or square) may be smooth cedar, redwood, masonry work from moisture and t d of Protect u y id temperature changes at he en French drains in the round below eaves can car water successful) away from g carry Y Y maintenance through accessible ceilings or through access doors or panels g g g 1 bracing as to insure the safety of the building and its component pa is during construction. A3.3 Building Sections Perma-Cast, or limestone. r �• each day's work. , . - Confrere masonry units shall be sound, dry, clean &free from cracks. CMUs the house. away from Y If gutters & downspouts are used, locate to allow drainage to flow house adjacent structures & ropers line. Locate downspouts ill � J property Y p 6. manufactured for such purposes. All units above ceiling shall have auxiliary drain cans installed below entire unit. g Y 1 The contractor shall. verifv all conditions and dinrensiot s at `t ; � " n he of site prior to 5. Exterior structural wood column bases for boxed columns shall be raised above Ex shall be Grade A units confonning to ASTM C-90. CMUs shall be laid running non -visually -offensive locations Do not locate downspouts on front face of Route internal & auxiliary drain lines down to floor drain or utility sink un _ •. Y , , A9: t commencing work. Wall Sections porch floor p bond using full & half -blocks unless noted otherwise. Saw -cut blocks if house unless gutters & shown. The Architect suggests the use of traditional half -round round downspouts should the homeowner elect to install gutters & utility room or other non-public areas where overflow would be noticed by homeowner. The contractor shall su pl locate, and build into the work all urserts, anchors. angles,fi) 2"1 First Levet Electrical Plan Pl Y• BEAMS non-nnodular dimensions are required. downspouts. 7. Provide fresh air duct to each air -handling unit as per applicable codes. Fresh air _F2 2 plates, openings, sleeves, hangers, slab depressions, or other components as unay be Second Level Electrical Plan 6. CMU bearing walls shall be minimum 8" thick, &shall be reinforced 5. All columns shown shall be Architectural Grade. This grade includes duct shall extend from intake blower at exterior to return air side of ductwork. required to attach and accommodate other work. w/nuns-typereinforcing every other course. correctly -proportioned base &capital details & proper entasis (taper). Pgl 8. Provide pressure regulators for all asequipment as rec aired for proper 1 1 1. - ��r. o beta •eared me r Common rade pressure -treated Wood beams shall be #,1 Comm g p 1 7. '. - � > Reinforce CMU � c.rtically by filling cores from footing to top of w all w/I,rout 6. Shutters shall be sized to match actual window openings. Mount with hinges & operation. Verify gas pressure at meter to detennune riecessiry of regulators. �.: ,. t: n r r and/or contractors � �t p � � � � �= I is t} e ow ne s respoisibilr y to of tarn a sol. c�pl�n-ation report. �llie 2. Beams supporting orris masonry shall be limestone or reinforced concrete. 1p g &rebar. Reinforce CMUs @corners by fillip all such cores from footin to g g hold in plate 1 with shutter dogs at bottom rail as shown. gs 9. Coordinate with electrician concerning items requiring electrical s g q ig 1 etrical service such as Engineer shy - h , g Il be notified if soil conditions encountered d' fen trona r.« noted 3 Metal beams shall be hot -di sed alvanized steel. pl g to of wall w-/ rout & rebar. Reinforce CMUs within 16" of beam or irder p g g condensin units, air-handlin units condensate punas motorized da p • - g g 1 1 rel cis, etc. These draw�iu n tansy not correlate t > assumptions. All requirements for site preparation and soil comp tion spec ince, In the g c any in -field modifications, airy discrepancies or bearing or other concentrated loads by filling all such cores from footing to top 10. Coordinate service & ampaciry required. questions should be reported to the Architect as soon as possible for resolution. soils report shall be followed unless more stringent requirement. re specified in these 1 1 l Q 1, Attachments Sitew of wall w•/grout & rebar at each core. Reinforce 1 CMU core under each end of SIDING NOTES The Builder shall test pressure -reducing valves, T&P relief valves & other safety devices plans. CX o h bond beams by filling all such cores from footing to top of wall w/grout & rebar I prior to tine operation of system. The Builder shall test and balance all at each core. Reinforce all openings in CMU walls larger than 12" in any 1. 2• Exterior shingle Brick shall siding shall be Hardy siding. be Artisan. systems prior to completion of the work. SquareFootage direction w/rebar at all sides of the opening. Extend bars 24" past corners of GENERAL CONDITIONS FIREPLACES & CHIMNEYS opening. Reinforcin T bars shall be ASTM A-615 Grade 60 or better, refer to p g f 3. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. PLUMBING Engineering. Exreud hook bars of same size as vertical reinforcing into footing & 4. All siding shall be installed as per Manufacturer's instructions. "These 1. Plans are the property of Michael L. Sherrod / Sherrod Drawings. These 1. Fireplaces shall be constructed with Isokern system or equal. P Y lap vertical reinforcing 24" minimum, Install bond beam course w/ 1 #5 System shall be designed in accordance with all applicable codes, standards & heated /Cooled Plans are protected by Federal Copyright Laws. Any use of the information ' 2. Flues shall be clay the or Isokern DM flue system except that triple -wall metal continuous @ top of all CMU retaining walls & above all door & window requirements of local utility officials. Design engineer shall prepare calculations 3.436 sq ft contained herein beyond the use authorized. by Sherrod Drawings, or any flues may be used only with European Copper chimney pots (see below.) openings. TRIMWORK NOTES for pipe & equipment sizing, accessory arrangement, etc., and shall prepare final 1st floor duplication, publication, sale or distribution of any part of these Plans without 1.676 sq Et 3. Chimneys shall be brick or stucco on 4" minimum masonry. 8. Consult with the structural engineer if CMU walls will be required to act as drawings accordingly. 2nd floorthe prior written consent of Sherrod Drawings. represents a violat=on of Federal 1.769 sq ft 4. Chimney pots for clay the or Isokern DM flues shall be traditional clay chinmey retaining walls. }3ackfrll after first floor is set. joints 1. All finish work shall be executed by qualified subcontractors, and shall be filled, 2. Furnish all piping, fittings, accessories, etc. for complete installation. Laws subject to the prescribed penalties. metal flues shall be equal to pots equal to Superior Clay. Chinnriey pots form q 9. Mortar shall he ireshl prepared and uniform) mixed. All rmorta> shall be Y P P Y J sanded smooth and read for finishes. Trim materials should be tempered to y3. Insulate all domestic. water supply lines in uninsulated spaces «-/aibular foam Garage 570 sq ft ?. All work is to be in accordance with the latest codes: l European Copper metal chimney pots by Jack Arnold. completely filled as the masonry traits are laid. ambient project conditions. All finish lumber, trim, moldings &millwork shall insulation. Insulation shall be of self-sealing type or shall be taped closed Local Ordinances: Atlantic Beach, FI 5. Provide additional house ventilation as required in central air duct w/motorized 10. Grout shall be freshly mixed of fluid consistency and uniformly mixed. Fill cells have a moisture " c:oiitent of 12/0 or better. w/foil-faced tape. 1st floor Front Porch 27a s;l ft Building Code: 2017 Florida Building Code Residential 6th edition fan switched at fireplace. Switch shall have a notification light in switch panel P of masonry in vertical reinforcing in lifts not to exceed 48". 2• Exterior fascia shall be Azek or backprinned solid wood, & screwed @ cornet's 4. Cleanouts shall extend to surfaces or shall be provided w/access doors or similar 1st floor Rear Porch _ 43 sq ft 2017 Florida Mechanical Code Residential 11. Verify masonry wall reinforcement & tura up equal quantity & sizes of rebar out 3. (see Dra%virigs Exterior soffits for widths). Finger joint material is NOT allowed. shall be exposed 2x6. devices. Cap all pipe to be left open overnight & protect pipe during installation ?rid floor Upper per Balcony -- _75 s ft } 1 q 2017 Florida Plumbing Code Residential j SEALANT NOTES of footing at locations for wall reinforcenneint so that reinforcement is continuous ' 4. Exterior cornerboards & oasis shall be Azek or backtinted 2x solid wood see P ( from dirt, nivel & other debris which might cause blockages or flow restrictions. g�. g g Electrical Code: 2014 National Llectrical Code 12. from wall into footing. Provide bolts CMU if �ra,vin s for 1 g widths). Fin er joint material is NOT a ) g j allowed 5. _ Center all fixtures ill space allocated unless noted otherwise. 1 Q 3. It is the builder's responsibility to assure. that all manufactured articles, material, Ceilings & Attics 1. Use materials appropriate to thea application for maximum life and o timmaai pp P anchor at all reinforced cores as noted above, or foundation is concrete, provide anchor bolts 48" OC maximum & at all corners 5. Interior trimwork shall be shapes selected by Owner. 6. Lead solder is not allowed. and ec ui pnieiit are a p plied, installed, connected, erected, used, cleaned, 1 1 11 appearance. All Dints should be sound,. clean, dry &free of contaminants. Ppe J } & edges of operurgs for connection of framing to concrete or masonry work. Closely coordinate work with all other trades. Maintain ceiling heights &• pipe adjusted, operated and conditioned as directed b the manufacturers unless J p y > Caulking or sealant should be applied in accordance with spec data sheets and spaces provided. P 1 hcr(^in specitied to the contrary. Builder shall follow all instructions to sustain CEILING, ATTIC & 1_OC)f� FRAIVJ� --, " manufacturer's specific recommendations. Colors shall be selected by 8, All valves c: 1 leanouts & control devices shall be accessible for operation & and preserve all expressed or implied warranties and guarantees. 1 } 1 g standard colors. Caulking or sealant shall be homeowner from manufacturer'sg %ALL FRAMING ELECTRICAL PLAN NOTES % ilia inteDal ice through access doors or panels manufactured for such purposes. 4. It is tine builder's responsibility to check all plan dimensions & details for overall installed so that finish surface is smooth, even &regular. 9,�.: -w__ 9. Soil &vent stacks shall have cleanout as indicated on Drawings anti/or as 1. All structural mennbe , - accuracy appropriate to the site & filial selection of mason floor joists, >s shall be sized to cavy Al in�po;ec: ,ads. 1-:\• .i s't�iuctural Ymasonry, fl J rss, lumber, 2. Caulking shall be installed at interior dry joints between dissimilar materials as q required by applicable codes for proper maintenance. engineer or other individual acceptable to state &local anti;.. , ; :;. 1 structural members, veneer, roofing, etc.. Names of materials & manufacturers g 1 required. 1. •-al niembi rs shall be sized to All stracn.. carry all imposed loads by structural 1. Do not scale DraNvin s. Use only dimensions shown on drawings. If dimensions g Y g 10. Coordinate placement of all drains with flooring subcontractor. g Ceiling & roof franiing & blocking shall be #2 KD sowlicrn y flow pine. shown on these Plans do not represent any endorsement or recommendation by g 3. Sealant shall be installed at exterior or dans interior joints between dissimilar Seal P errgnicer. are in uestion, q before continuing the electrician shall be responsible for obtaining clarification p g with construction. Builder shall verify all dimensions �u 11. � , , All pressure piping located lir inaccessible areas such as under slabs shall be � _ c , Sherrod Dra,, in s. 2. All framing & blocking lumber shall be kiln dried to a n ionstAre content of 1 % g ; by materials as required. Prime all substrates w/primer as recommended { , �' 2. Wall training 6 ..,long shall be white pine, spruce, or fir, stud grade or better. conditions at jobsite. continuousor c oppei tubing without joints. better. I 5. Final selections of materials to be used are the res on:,ibilit of the homeowner P Y of sealant. App lv sealant from the bottom u . Apply sealant when manufacturer , p PP . joint is approximately half -way between design extremes. Use flexible open -cell J „ 0 3. All pm - & 1 u ck.n� lumber shall be kiln -dried to a moisture content of 1 )/o or etter. 2. Drawings g a• diagrammatic t are diagram n a is only. Furnish all conduit, wiring, panels, breaker,, w2. i i • .• Coordinate with electrician concerning tresis requiring electrical scrvuc such as and/or builder, including, tz 3. All wood in contact w, coucre,tc, earth., masonry, or m a n o.•t vocation shall he ung, b t not limited to proper installation of materials, .-tom foam backer rods at all butt joints to create a sealant joint no J 1 �� � disconnects, accessories, etc. for complete installation whether or not every item water coolers, sensor flush valves & water heaters. Coordinate service & pressure -preservative -treated with a water -borne n•ecrvari�-c << plied by vacuum nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing & man 1 1 1 Pl g Y polyurethane thicker than 1. /2 the width of the but in no cases thirme'r than 1/8" or 4. All w•od>!1 m contact w/concrete, earth, masonry, or in a moist location shall be is sho-,vrn or specified. ani act required. p ry q process tri closed cylinder &shall be kiln -dried atter tie tin other small items & details not necessarily indicated on the Plans over which [ ' y g°'. Y _joint, • 2 width of the thicker than 3/8 Lap Joust depth shall be no greater than 1/_ the t pressure -preservative-treated with a ware _ P P water -borne preservative applied lied b vacuum - p 1P y 3. These drawings are intended as general guidelines for purposes of establishing p P 13. Provide expansion valves & pressure relief valves & drain lines from water 1 c p Sherrod Drawings. has no control or responsibility. 4• Wood blocking shall be solid & shall match tl e} t a >f primary flaming g p Y . process in closed cylinder & shall be kiln -dried after treating. certain minimum criteria, & do not necessaril re resent the final la out, Y p Y heaters. Route drain lines down to floor drain or utility sink in utility room y y r ran or nnerubers. 6. These plans provide ideas & concepts & are not intended to be complete in all joint. Cab'nets & Furniture 5. Wood blocking shall be solid & s - hall match the de th of the primas training P 1 Y € Provide blocking arrangement, g size, braid name, capacity or other characteristic of the engineered p Y g other non- v public areas here overflow would be noticed by homeowner. [f lime 5. Roof trusses shall be desi ned fab , << ted & erected iii . i"cordalice -,v/ the• respects & details of weatherproofin . Use of a otential variet ° of window or g 1 P } . members. in wall ten o g secure mounted miillw rk shelves, system. S stem shall be designed in accordance with all applicable codes, is run to exterior, extend line concealed in walls to within 1g" of finish Trade & g Design Specification for Liglit tal Plate Connection Roof Trusses" of the door brands & types & use of different materials & thicknesses can change fixtures, mirrors, toilet accessories & other items requiring a permanent standards & requirements of local utility officials. Deviations from the concepts termiinate with 90' elbow- pointed down. 1 6. Truss Plate Institute. Tru • inufacturer shall provide engineering design & details. Additionally, varying codes &regulations, foundation requirements & MILLWORK attachment to the wall. shown on these Drawings should be supported b design calculations. Design g PP Y g l; 14. Provide pressure reducing valve as required for proper operation of the system. shop draw-iugs w-hic the seal of a registered engineer in the state un which. electrical & mechanical plans cart also change details. 6. Interior walls shall be 2x4 studs (3 1/2" thick) & exterior walls shall be 2x6 studs engineer shall prepare calculations for loading & equipment sizing, accessory Verify water pressure at ureter to determine necessity of reducing valve. in j drawings shall indicate the species. - s s" 7. It is the builder's responsibility to assure that all work is in strict accordance with work is to he cd. Shop}etre. ,sacs &stress 1 Y 1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions 5 1 /2" thick unless I t erw is ( ) s toted o h c. Exterior walls of garages & other t, 4. arraingemeiit, Install GI -Cl etc., and shall prepare final drawings accordingly. outlets as required by applicable codes. These areas include _ 15. Seal to wall, floor or cour:terto p around all fixtures w' 1 with tub &tile sealant to grades er, metal connector plate sizes & types & bearin T & anchorage the latest edition of all applicable National, State, and Local Building Codes. It is g l types 1, g are in question, the builder shall be responsible for obtaining clarification before � • unheated areas shall be 2x4 studs unless noted otherwise, see drawings. receptacles is a bathroom, kitchenette, or other area where naming water is snatch color of fixture unless noted oth.rwise. . Truss manufacturer shall submit supporting desigi) dOculnentS which the builder's responsibility to assure that all work is inn strict accordance with the g r continuing with construction. Builder shall verify all dimensions &- conditions at 7. Headers shall be sized by structural engineer to meet all local live & dead load present or areas exposed to the weather. 16. Install shower heads 80" OC AFF a) wall penetration unless directed otherwise �� p r r indicate loading, section modulus, assumed allowable stress, stress dis rarms• latest edition of all applicable Construction Standards. g � _ requirements. Install minimum _x4 liner under each end of all headers. Install 5. Install hardwired smoke detectors with batterybackup on all floors. Interconnect p by honneow•ner. calculations & any other required supporting information, which is for file 8. Names of materials & inamufncturers shown on these Plans do not represent any 2. jobsite. Field-verifyall dimensions before beginning millwork fabrication. Verify all 2x6 over to plate of wall in walls araLel to framing above for sheetrock p 1 p g detectors so that all will sound should one detector activate. V of c or acs ate Verify number 17. Drains in walls or ceilings shall be cast iron. g l,,,, - endorsement or recommendation p T purposes only as the Architect shall not be responsible for c... _4,uig ralculat�rns, ornm nidation 1 y Sherrod Draw -inks. Final selections of kitchen equipment sizes w/homeowner before ordering cabinets. blocking. Install .nnunium 3 studs � beam bearing Dints unless noted g - g P smoke detectors required &locations �w/homeowner &code requirements. l8. Phunburg shall be PEX or similar, with recirculating hot water_: 7. p p � d euee materials to be used sic the responsibility of the homeowner and/or builder, Any hip c r valley rafter over 28 long shall be Laminated V r Lumber. P > 3. All cabinet dimensions shown oil floor plans or elevations are to primacy surface otherwise. Detectors shall be installed in all sleeping areas just outside bedrooms as a P g J 8. Roof sheathing shall be 5/8" Exposure 1 tongue & groove plywood glued w�/ including, but not limited to proper installation of materials, nailing, gluing, p of cabinet. Countertops typically overhang these dimensions & kickspaces 8 Exterior Wall sheathing sli.di be nrinirnum 1/2" CDX plywood sheathing. minimum. BATH ACCESSORIES waterproof construction adhesive & screwed or mailed 12" OC to framing, OSB caulking, insulating, flashing, roofing, weatherproofing & many other small 9. Exterior Wall sheathing shall be wrapped in 30 lb. felt or equal. Install as per 6. Some equipment shown on other plans may require electrical service, such as is NOT allowed. iteiiis & details not necessarily indicated on the Plans over which has no control underhang them. manufacturer's recommendations. makingsure to achieve an airtight seal at the g water hea,ers, condensing units, air -handling units, condensate pumps, etc. g g P P or responsibility. Sherrod Drawings shall not be held liable o 9. Hold roof deck panels apart as recommended by decking nnanutacturer. p g bl for any errors, 4. r -finished closures trim or moldings as required to fit walls or furrin ,. Provide pre -finished q P g ed es of the wry & at all interiorjoints. g P J t �c� Flee Electrician shall include electrical service to al such •" n 1 ch equipment. Coordinate �utl 1. - T, - Bath accessories are generally not shown anywhere on laps but should be g Y P omissions, or deficiencies in au form b � an party whatsoever t 10. Hold roof deck panels away from items penetrating roof deck as recommended y } y 1 r for hese various 5. Builder shall provide adequate wood blocking in walls to secure inill-, ork, 10. Exterior Wall sheathing maybe substituted for 'Lip wall system or equal, at other trades concerning items requiring electrical service. Coordinate service & g q g installed as rioted below. Homeowner shall select accessories. by roof deck manufacturer to allow for expansion &contraction of roof deck. details. shelves, fixtures, mirrors, grab bars & toilet accessories as required to walls. Architect's discretion. annpacity required. Provide one duplex outlet & one light if unit is in non -lit 2. Install toilet paper holder 24" OC AFF & Inininnun 36" OC from wall beside P P ]I. I lip rafters, ridge boards, & valley rafters shall be one Size larger than rafters. 6. See Finish Schedule for wall, base, floor & other finishes. 11. Exterior stnictural hardware%connectors- shall be Stainless steel- high grade for area for every condensing unit & every air -handling unit as required by toilet (I per toilet). 12. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter tri, at all loc•anons where 7. All materials shall be moisture -resistant in countertops w/sinks, lavatories or _ long terns exposure to ocean front elements, see engineering for project speeifie applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to 3. Install 18" towel bar in tub on wall opposite shower @1 60" OC AFF (1 per ceiling joists run perpendicular to ratters. other plumbing. Plywood to be covered w/plasticlaminate shall be connectors &Fasteners weather. bathtub). cabinet -grade AA fir' plywood. All total) concealed wood training shall be #2 g p Y g 7. Obtain name plate rating of all equipine:.t before roughing in & provide wiring 4. Install 24" towel bar outside tub or shower @ 48" OC AFF (1 per tub o - southern yellow pine. of proper size, voltage & annpacity. Provide fused or non-fused disconnect shower). 8. Sections and details shown niay not cover all cabinet conditions, but are FINISHES 8. sw'i:ch as equired. Provide panelboards of proper voltage & ampacity for all electrical circuits. More 5. Job site built recessed shower niche tiles shall slope slightly for drainage. intended instead to indicate the general design and character of the cabinets. Ira than one panel may be required due to number of circuits required. Provide a 6. Provide blocking in walls for all bath accessories. cases where no detail is shown use most similar condition detailed and modify I . Wallboard &ceiling board shall be screw -attached 5/8" fire -rated gypsum board minimum of 8 spare circuits. for cabinet elevation shown. conforming to ASTM c36-64. Use of this material in lieu of standard 1/2" 9. Verify service requirements with local power company including transformer LIGHTING gypsum board will result in a stiffer, straighter, smoother wall at slightly elevated locations &types, disconnects at ex�erior of building, voltages, anipacities & cost. All details used in these drawings are based on 5/8" gypsum board. other details of electrical construction. Size all feeders according to NEC 2. Wallboard ((z tile shall be equal to Georgia-Pacific Dens -Shield tile backer board. requirements. 1. Light fixtures shall be located as close as possible to locations shown on plan. 3. Wallboard (ct. damp areas shall be equal to screw -attached 5/8" moisture resistant 10. Run all cable concealed in walls, ceilings or floors unless noted otherwise. Fixtures shall align with or center on each other or with adjacent architectural gypsum board @, all areas exposed to high humidity levels such as bathrooms. gyl P g tY 11. Support all fixtures & other items rigidly from structure of bui ding. elements. Coordinate locations of light fixtures with HVAC grilles so that they 4. Sheetrock accessories shall bee equal to USG. All exposed corners and sum q P gypsum 12. GFCt receptacles may be laid out so that one GFCI receptacle protects other align with or are at least symmetrical with each other where there may be board edges shall have appropriate metal accessories. Sheetrock joint treatment g �J standard receptacles beyond it if there is at least one GFCI receptacle in a room conflicts. Grilles &registers shall be blocked as required so that they align with materials shall conform to ASTM c476-64. Tape all joints & apply 3 coats of P J PP Y 13. and if they Insulate &seal can all be on the same circuit. solidly behind receptacles in exterior walls. light fixtures. Light fixture &switch locations shall be reviewed &approved by joint compound. Sand between coats and after the final finish coat. 1.1. Kitchen equipment service may not be shown on plan. Verify whether Owner or Interior Designer before installation of sheetrock or other wall & 5. 'file showeis Miall be constructed to at least the following minimum standard: equipment should be hardwired or requires air outlet & connect as required. ceiling finishes. Wall tile shall be installed over Georgia-Pacific Dens' Shield the backer board or. Provide circuits sized as required for load. 2. Center items shown in ceiling areas unless noted otherwise. -- �'� 1--,Y equal and shall be installed to an elevation of 72 or higher as required to 3. Coffer dimensions are shown tc face of framing unless noted otherwise. - 4 '%. a.. "' _ ' ,_� - produce full (uncut) tile throughout the height of the wall. The floor shall be AUXILIARY SYSTEMS 4. Switches shall be located adjacent to but not intersecting door casing or trim. d ,"`" prepared by grouting to slope to drain over a waterproof membrane. Floor file Verify trine size &selection for each room. Grouped switches still be ganged shall be laid according to Owner or Architect. Small bullnose trim shall be used tight together & shall be covered with a single plate designed for that purpose. "L �' at all edges. Cove trim shall be used at all interior corners, unless otherwise I. No alarm systems are shown. Verify alarm requirements with homeowner & Switches shall typically be mounted 48" AFF to center of switch. !Q� noted. install "Simple Safe wireless" as required. 5. Support all fixtures rigidly from structure of building. 6. Remove all rust, grease & erection marks from surfaces to be painted. Fill and 2. Telephone outlets may not be shown. Verify telephone requirements with 6. Verify device & plate colors with Owner or Interior Designer. " 11 II ,•- sand all woodwork with au appropriate filler before beginning work. Filler coats homeowner & install as required. 7. Consult Owner & add exterior nnotion/security lighting. Verify lighting type & . 1 F� ent shall he a lied after the ririmn coats are di on surfaces scheduled for auntie PP priming painting 3. Computer p outlets may not be shown. Verify computer network requirements Y Y P 9 g•:., switching. ,:, F. :Cil, or enanneling. Filler shall be tinted to match woodwork on all stained or with homeowner &: install as required. 8. Consult Owner & add landscaping lighting if required. Verify lighting type & natural -finish surfaces. All knots, pitch pockets & sap streaks shall be shellacked 4. Cable TV outlets may not be shown. Verify cable TV requirements with switching. Connect all exterior lighting to photocell control relays with before paint is applied. All finished surfaces shall be left smooth, even & free homeowner & install as required. timeclock override for timne-controllable illumination during darkness. from defects. Brushwork shall show even coatings free from brushnrarks. Do not roll -apply any paint on triniwork or other wood. Trim shall be brush -applied 9. 10. All fluorescent lamps shall be warns white deluxe. All light bulbs shall be compact fluorescent bulbs or LED, Owner to select. only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. - Coverage shall be complete so that no primer or substrate may be seen through 08 e,j � '. L -t-_ the finish coat(s). - ar ai U1 a 0 L W t cn ar V 1p ri O N U W V - vF U_ - o A c J = J �1 U , ru , _ Cf) -- ® LYS ,� � _, Cr U , _v c, .0 Q v "- C..� . -fig - - r�l ,M F L F_ •� 00 - c Cr C. " - U y ® N - - 4 -2 t ,-- `.L Lr) '� o T-1 L O n I� Q �, ZN O I,`^ W M NJ I— W g O LOT 8 CONCRETE BLOCK WALL LOT 7 N a existing 6'-0" wood fence= BAY .� REMOVE <_ r. �A DOUBLE (� L6 REMOVE MYRTLE LOT 10 REMOVE v/ I U I" 7C W PILM r ' z b Z $ p > O O IREMOVE O o a PALM RE OVE y 19" = PALM •'`< F U V O w • REMOVE 9.. PALM 91 PALM REMOVE 24" LAUREL i r' lollr C4NC PALM ,V-0 �� 1 t., 13* PALM `PALM r SILT FENC AROUND CONSTRUCTION SITE LOT 13 ON-LINE existing 6'-0" wood fence PROVIDE TREE BARRICADES TO PROTECT LOT 14 TREES TO REMAIN z 0 O� F_W LOT 7 W (L (n (L LOT 10 LOT 10 - I LOT 13 Lor 14 I L v/ t0"P LM I" 7C W 16' r ' z IL 0 ' p > O O I a PALM RE OVE ��- 0 Q V O w Z O ;MOVE OZ O W ......._..... .... ...........m .....,, w !Existing Pervious Driveway , . ...._.. a... 1387' 18.68% U 599 r Existing Impervious Additional Concrete U Z a AM* M I Z > U � PAL !Proposed Impervious Additional Concrete - . L�-� 0 :: ._,. __ U 0) E t�! 0 I 20" BAY . W M -� W _. Q I REMOVE Max Lot Coverage3712' 50.00%..W...... , ........ s,...- I au..�. �...... [Max Lot Coverage 3712 50.00% W M _o TE U Z� L . X, , 4� U %MOVE- 12.06 Q. N I 0W Ln s � v0 � L 0 Q N �0 16" PALI�7 , REMOVE J J L — — — — — — — — — — — T 10 I 24" LAUREL i r' lollr C4NC PALM ,V-0 �� 1 t., 13* PALM `PALM r SILT FENC AROUND CONSTRUCTION SITE LOT 13 ON-LINE existing 6'-0" wood fence PROVIDE TREE BARRICADES TO PROTECT LOT 14 TREES TO REMAIN z 0 O� F_W LOT 7 W (L (n (L LOT 10 LOT 10 - I LOT 13 Lor 14 , 14" 32 LAUREL,,. ---- — _------------ REMOV i Zi_'��,'_ L' I %j I 1a Existing Site Plan v/ - 6 8' IW 16' r ' z IL 0 ' p > O O � U a PALM RE OVE ��- 0 Q F..... U - O w Z O ;MOVE Proposed Impervious Roofed Structures O W ......._..... .... ...........m .....,, w !Existing Pervious Driveway , . ...._.. a... 1387' 18.68% U 599 r Existing Impervious Additional Concrete U Z • F tR.. 462 1z 6.22% � PAL !Proposed Impervious Additional Concrete - . L�-� 0 :: ._,. __ U 0) E 6 3 Proposed Total Impervious I - REMOVE 45 39% .� -� m _. 0 rn Max Lot Coverage3712' 50.00%..W...... , ........ s,...- ..... ........� .. .......... au..�. �...... [Max Lot Coverage 3712 50.00% � m _o TE � L . X, , 4� U %MOVE- 12.06 , 14" 32 LAUREL,,. ---- — _------------ REMOV i Zi_'��,'_ L' I %j I 1a Existing Site Plan v/ - 6 8' 10' 12' 14' 16' .-o Existing Lot Coverage Calculations Lot Coverage Calculations 'Lot 7424' 100.00%Lot .......... 24 100.00% 'Existing Impervious Roofed Structures p 1317 17 74%1 .. ti. Proposed Impervious Roofed Structures 2291 30.86% ......._..... .... ...........m .....,, w !Existing Pervious Driveway , . ...._.. a... 1387' 18.68% Proposed Impervious Roofed garage Structures 599 8.07% Existing Impervious Additional Concrete i 776 10.45°/O Proposed Pervious Driveway @ 924 50% 462 1z 6.22% =Existing Total Impervious 3480 46.88%, !Proposed Impervious Additional Concrete - . 18 0 24% 0) E Proposed Total Impervious I 3370 45 39% .� m _. 0 rn Max Lot Coverage3712' 50.00%..W...... , ........ s,...- ..... ........� .. .......... au..�. �...... [Max Lot Coverage 3712 50.00% � m _o E � L . ca 4� LOT 15 New Site Plan 0 2' 4' 6' 8' 10' 12' 14' 16' LV 1 IV UU 0 N .7G 1 119 EDGE OFF PAVEMENT. ELEVATION =10.88' AVD 1988 DATUM COMMUNITY DEVELOPMENT APPROVED L u O u 0 L 1n ra U_ 0 O C N C C O U C N :LjL 3 V) U) L CL X Q1 75 Y O L a-' Cl) U O a v L a� 0 c E 0 C L D C O E 0 U_ 3 0 ;V v/ - vE O vI .-o N 00 U r -I N N N U C 0 :D _Ij V./ U C6 O U 0) E . :21 m 0 rn co p � 0 L 1n ra U_ 0 O C N C C O U C N :LjL 3 V) U) L CL X Q1 75 Y O L a-' Cl) U O a v L a� 0 c E 0 C L D C O E 0 U_ 3 0 ;V V - vE O LL .-o � V U o (a N U — :D _Ij V./ C C6 p � � m _o Cid � L . ca 4� U Q. 3 Ln s � v0 � L 0 Q N ;V Al.l O U, 1 21 Existing Site Plan Lot Area Calculations 0 2' 4' 6' 81 10, 12' 14' - 16' Existing Lot Coverage Calculations Lot Coverage Calculations Lot 7424 100.00W Lot 7424, 100.00% Existing Impervious Roofed Structures 1317 y 17-74%, ""Proposed Impervious Roofed Structures 2291 30.861 Existing Pervious Driveway 1387; 18.68%Proposed Impervious Roofed garage Structures 599 8.071 Existing Impervious Additional Concrete 7761 10.45%� Proposed Pervious Drivewav 924 * 50% 462 6.22% p - Total Impervious34801 46-88% "Proposed Impervious Additional Concrete 18 0.24% 1 . ...... .... — ------------- Proed Total Impervious 3370 45.39°lam Max Lot Coverage 3712' 5000% Max Lot Coverage 3712 50.00% existing 6-0" wood fence .............. ............... existing 6-0" wood fence New Site Plan Lot Area Calculations 0 2' 4' 6' 81 10, 12' BENCHMARK: SET MAGNAIL IN EDGE OF PAVEMENT. ELEVATION =10. ' NA D 1988 DATUM U) -6 0 (U -C U) z fo 00 ON N1 .� CTJ QJ N 00 rl Q) 4.j 7� LA U) (n ct E X LL o -C U) (Z) 7@ 0 -01 :S 5 4-J C: 66 U 7� LA U) (n ct 0 X CO 3: -C U) (Z) 7@ 0 -01 :S 5 4-J C: 66 7� U) (n ct 0 X -C U) (Z) 7@ 0 -01 :S 5 0 C: ca U MM 0 Lr) < 7� U) (n ct 0 X -C U) (Z) 7@ 0 :S 5 0 En C 0 U C R: W 0 E -0 C fu (0 iib E 0 I _01 LL Cn -01? C: 3: fa Q U) (n X 0 :S R: W 0 E -0 C fu (0 iib E 0 I _01 LL Cn -01? C: 3: fa Q r r- -- J B 9„ 3'-8" 1 4 — 12'-0" 1 1 '-3" 3'-6" solid wall IF 46-1/2" exhaust lV hood above IA 36" gas grill Summer Kitchen i� Rear Porch X 96" 1 Wall Material Key ?: : _ existing wall to remain face brick • filler brick firebrick ---� interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) interior 2x6 wood stud wall (all exterior walls are to be 2x6 wood stud walls unless noted otherwise in Wall Sections) new wall finished both sides new wall finished one side -- it _ 7-5/8" CMU wall ------ - -- - � PLAN NOTES t. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & —---------------- conditions atjobsite. ?. See A0.1 for specifications &- Notes i" Floor Plan Notes io I • Do not scale Drawings. Use oiAv dimensions shown on drawings. If dimensions are in question, the builder shall obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. Dimensions shown are to one side of interior walls or Co outside face of stud or 20 RISERS @ 6.9937" = 1 V7 7/8" masonry on exterior walls unless noted otherwise. 19 TREADS @ 10 3/4" = 17' 0 11411 3• Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance 48'-0" 81-01, between finish grade & any wood construction. 29 8„ - - _---- - - - - 4. Install perimeter french drains at all exterior footings. Wrap corrugated plastic 18-4"- --- - - - -- - pipe w/geotextile fabric, surround pipe w/gravel and slope drain to daylight 8'-0 61-8" 3'-8" 4'-2" 10 2" 4.0 5. Locate doors so that door casing abuts wall finish of adjacent wall unless noted — - - --- - otherwise or unless door easing is narrower than 3 1/2". In this case, install door frame with appropriate shim space against liner and stud. Do not omit stud or 24 q liner to get the door closer to the adjacent wall. In cases where a door is shown A9.1 A3.3 approximately in the center of a wall, locate door in the exact center of the wall. DOUBL HUNG DOUBL HUNG Vii. verify window rough opening head height with Elevations. See plans & exterior 36" 84" 36" 84" 3� 2nd floor overhalig _ elevations for window alignments, window types & muntin patterns. Adjust 8" CM --- -- - - - -- .- ---- head heights slightly (less than 1 3/8") as required to course with masonry ' CASEMENT CASEMENT propane/gas 2: DOUBLE HUNG O ----_._._ , veneer, if arty. Provide filler strip between window and masonry sill if required 56" �aterheat�r 36" >0 84" n1 to allow the masonry sill to course with surrounding brickwork. In no case 32" X 56 32" 81, CMU should brick be cut to either course with the head or the sill of a window or lazy sus an door. eabtnetty 7 9 z — 18 4" - - _ 7. Window sizes indicated on plans are generic sash sizes. below -- tD 8. Every sleeping room shall have at least one operable emergency escape and - o X - �� � rescue opening. The net clear opening dimensions required shall be obtained by Z ° perimeter beam above 36" range7oven 24 steather 36" ref M 1 the normal operation of the emergency escape and rescue opening from the R a _ 24" M/ W - 2 oven stack Z Emergency escape and rescue o penins s with afinished sill height b e. W m below 1 g g below the — . M trash dw i w adjacent ground elevation shall be provided with a window well.Livingo 10. Emergency escape and rescue openings shall open directly into a public way, or , o Q to a yard or court that opens to a public way or into a screen enclosure, where a N screen door is provided leading away from the residence :J: L ----- 1 1. Refer to plans & exterior elevations for window types. Coordinate operability of - - windows & direction of swing mo£ casements w/hoeowner. Kitchen In Dining O A3.3 I2 Doors & Windows shall not be ordered, prior to ineausuring rough framing. 13. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall z _ o U match the rooms they serve unless noted otherwise. U) o o 14. Coordinate location of utility meters on site to be away from public view and to 0 10'-0" > > minimize visual impact from any area of the site. Hold meters as low as possible to allow more effective screening. X M, 15. Install termite shield at any areas where wood may come into contact with OD OD 1 Front I mason at rade' along stem walls to rn-dn owslabs, a 36"- 96" 1 -LITE/ Porch _ = 16. Sprinkle powdered boric acid onto bottom platof wall pteasrate of 1/8 cup per 9'-8 2 4'-3 2 4'-O" 8' t !4' 3' 1 4 3' 1 1 2' 14' 10" b 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or -- - 1n 24 x 96" m other wet or food storage areas. Boric acid shall be installed immediately before perimeter beam above di installation of insulation in insulated walls or immediately ._:... 36" x 96" Co = ately before installation of wall.... Finish in uninsulated walls. Walls with exposed cavities do not need to be iO" x 96" Co _I_ JeXo treated with boric acid. — n N 36" x 96" 17. If gypsum board is used, install moisture -resistant gypsum board in restrooms & coats NButler'sU I N o —_ Q other rooms wherewater is present. Pant -I�� - - J — 18. Load roof prior to installing drywall. 0 19. Install nail gaurds oil framing at all appropriate locations. L - - - r ! 20. Seal all holes from plumbing, wiring, or other uses b installing firesto /draftso Master v g p p U I 28" x 9 Co O, edr00171 22 between each floor, and top plate to roof framing. 3 — w - A24 1 21. Builder shall coordinate all shelving & storage requirements with homeowner. ° x U ��N 0) 22. Center plumbing fixtures in space provided unless noted otherwise. Provide not -- �-- _- u N a p g p 1. X 8' GMU M a 11 m less than the following clearances from finish wall to fixture on either side: — o" H Master iro " Lavatory:15". Toilet: 18". lockers hoes 40" x 96" CO -ia 2x6 N to liumbrellas[ts owels Bath r 2xs In � 23. No tele slivers shall be allowed, layout tiles prior to setting, and adjust as required. q 2 x 96" Z 24. Handrails are required at all interior stairs with 4 or more risers. z 8" � � o❑ POCKET I a Mud I I Room2x6 I closet I o Square Foo Cage 7 r 30" X 96" I r I N 0 3�n - ---------- I x 9, = POCKET ¢. NN l� C broom 36' sink 4' o° 4 0 o N I a closet ° I rl t — — 7' 3" Heated /Cooled c ----- --'- -- - - 3,436 sq ft a - -- . CMU- - u 8' CMU $" CMU 8" CMU 1st floor - -- _ _ - - -- - 76 sq ft " TOP -HINGE CASEMENT '- CASEMENT FI ED CASEMENT 32" 56" CA E T E ENT 1SC floor Front Porch DEVEIOPME-075 sq ft 3 32" x 56" 32" 56" 32" x 56" ! 28 x 72" 2s" 72" 1st floor Rear Porch COMMUNITY343 sq ft !PPROVE First Level Floor Plan 0 tet -- 2' 4' 6 8' 10' 12' 14' 16' v a 0 0 L .c In 7@ M V_ 00 H Ci fV O LJ ' cV - JII N i m N ._ o 4 �v f9 U � ! ro I 12'-0" 1 1 '-3" 3'-6" solid wall IF 46-1/2" exhaust lV hood above IA 36" gas grill Summer Kitchen i� Rear Porch X 96" 1 Wall Material Key ?: : _ existing wall to remain face brick • filler brick firebrick ---� interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) interior 2x6 wood stud wall (all exterior walls are to be 2x6 wood stud walls unless noted otherwise in Wall Sections) new wall finished both sides new wall finished one side -- it _ 7-5/8" CMU wall ------ - -- - � PLAN NOTES t. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & —---------------- conditions atjobsite. ?. See A0.1 for specifications &- Notes i" Floor Plan Notes io I • Do not scale Drawings. Use oiAv dimensions shown on drawings. If dimensions are in question, the builder shall obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. Dimensions shown are to one side of interior walls or Co outside face of stud or 20 RISERS @ 6.9937" = 1 V7 7/8" masonry on exterior walls unless noted otherwise. 19 TREADS @ 10 3/4" = 17' 0 11411 3• Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance 48'-0" 81-01, between finish grade & any wood construction. 29 8„ - - _---- - - - - 4. Install perimeter french drains at all exterior footings. Wrap corrugated plastic 18-4"- --- - - - -- - pipe w/geotextile fabric, surround pipe w/gravel and slope drain to daylight 8'-0 61-8" 3'-8" 4'-2" 10 2" 4.0 5. Locate doors so that door casing abuts wall finish of adjacent wall unless noted — - - --- - otherwise or unless door easing is narrower than 3 1/2". In this case, install door frame with appropriate shim space against liner and stud. Do not omit stud or 24 q liner to get the door closer to the adjacent wall. In cases where a door is shown A9.1 A3.3 approximately in the center of a wall, locate door in the exact center of the wall. DOUBL HUNG DOUBL HUNG Vii. verify window rough opening head height with Elevations. See plans & exterior 36" 84" 36" 84" 3� 2nd floor overhalig _ elevations for window alignments, window types & muntin patterns. Adjust 8" CM --- -- - - - -- .- ---- head heights slightly (less than 1 3/8") as required to course with masonry ' CASEMENT CASEMENT propane/gas 2: DOUBLE HUNG O ----_._._ , veneer, if arty. Provide filler strip between window and masonry sill if required 56" �aterheat�r 36" >0 84" n1 to allow the masonry sill to course with surrounding brickwork. In no case 32" X 56 32" 81, CMU should brick be cut to either course with the head or the sill of a window or lazy sus an door. eabtnetty 7 9 z — 18 4" - - _ 7. Window sizes indicated on plans are generic sash sizes. below -- tD 8. Every sleeping room shall have at least one operable emergency escape and - o X - �� � rescue opening. The net clear opening dimensions required shall be obtained by Z ° perimeter beam above 36" range7oven 24 steather 36" ref M 1 the normal operation of the emergency escape and rescue opening from the R a _ 24" M/ W - 2 oven stack Z Emergency escape and rescue o penins s with afinished sill height b e. W m below 1 g g below the — . M trash dw i w adjacent ground elevation shall be provided with a window well.Livingo 10. Emergency escape and rescue openings shall open directly into a public way, or , o Q to a yard or court that opens to a public way or into a screen enclosure, where a N screen door is provided leading away from the residence :J: L ----- 1 1. Refer to plans & exterior elevations for window types. Coordinate operability of - - windows & direction of swing mo£ casements w/hoeowner. Kitchen In Dining O A3.3 I2 Doors & Windows shall not be ordered, prior to ineausuring rough framing. 13. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall z _ o U match the rooms they serve unless noted otherwise. U) o o 14. Coordinate location of utility meters on site to be away from public view and to 0 10'-0" > > minimize visual impact from any area of the site. Hold meters as low as possible to allow more effective screening. X M, 15. Install termite shield at any areas where wood may come into contact with OD OD 1 Front I mason at rade' along stem walls to rn-dn owslabs, a 36"- 96" 1 -LITE/ Porch _ = 16. Sprinkle powdered boric acid onto bottom platof wall pteasrate of 1/8 cup per 9'-8 2 4'-3 2 4'-O" 8' t !4' 3' 1 4 3' 1 1 2' 14' 10" b 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or -- - 1n 24 x 96" m other wet or food storage areas. Boric acid shall be installed immediately before perimeter beam above di installation of insulation in insulated walls or immediately ._:... 36" x 96" Co = ately before installation of wall.... Finish in uninsulated walls. Walls with exposed cavities do not need to be iO" x 96" Co _I_ JeXo treated with boric acid. — n N 36" x 96" 17. If gypsum board is used, install moisture -resistant gypsum board in restrooms & coats NButler'sU I N o —_ Q other rooms wherewater is present. Pant -I�� - - J — 18. Load roof prior to installing drywall. 0 19. Install nail gaurds oil framing at all appropriate locations. L - - - r ! 20. Seal all holes from plumbing, wiring, or other uses b installing firesto /draftso Master v g p p U I 28" x 9 Co O, edr00171 22 between each floor, and top plate to roof framing. 3 — w - A24 1 21. Builder shall coordinate all shelving & storage requirements with homeowner. ° x U ��N 0) 22. Center plumbing fixtures in space provided unless noted otherwise. Provide not -- �-- _- u N a p g p 1. X 8' GMU M a 11 m less than the following clearances from finish wall to fixture on either side: — o" H Master iro " Lavatory:15". Toilet: 18". lockers hoes 40" x 96" CO -ia 2x6 N to liumbrellas[ts owels Bath r 2xs In � 23. No tele slivers shall be allowed, layout tiles prior to setting, and adjust as required. q 2 x 96" Z 24. Handrails are required at all interior stairs with 4 or more risers. z 8" � � o❑ POCKET I a Mud I I Room2x6 I closet I o Square Foo Cage 7 r 30" X 96" I r I N 0 3�n - ---------- I x 9, = POCKET ¢. NN l� C broom 36' sink 4' o° 4 0 o N I a closet ° I rl t — — 7' 3" Heated /Cooled c ----- --'- -- - - 3,436 sq ft a - -- . CMU- - u 8' CMU $" CMU 8" CMU 1st floor - -- _ _ - - -- - 76 sq ft " TOP -HINGE CASEMENT '- CASEMENT FI ED CASEMENT 32" 56" CA E T E ENT 1SC floor Front Porch DEVEIOPME-075 sq ft 3 32" x 56" 32" 56" 32" x 56" ! 28 x 72" 2s" 72" 1st floor Rear Porch COMMUNITY343 sq ft !PPROVE First Level Floor Plan 0 tet -- 2' 4' 6 8' 10' 12' 14' 16' v a 0 0 L .c In 7@ M V_ 00 H Ci fV O LJ - JII LL ._ o �v s.V U ro U LL l a✓ � C C6 . w "`p � E A Lv Q E O N U r O v c v ._ Ln t ^tel W Lr) v ° r-1 0 1 Q � - JII I , v Lv cn v tn m a 0 0 L In Z M U_ CO .-f O N C Ln 0 � Wall Material Key I t\ r\ t B U o I c0 0) E_: F M t• ,.;; .-; :;, : ;:y;::: ji: existing wall to remain 0 U U) O m k" face brick. 1///7//777777771 filler brick firebrick interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) interior 2x6 wood stud wall (all exterior walls are to be 2x6 wood stud walls unless noted otherwise in Wall Sections) new wall finished both sides new wall finished one side 7-5/8" CMU wall PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes Floor Plan Notes 1. Do not scale Dra-wings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall obtain clarification before continuing with construction. Builder shall verity all dimensions & conditions at jobsite. 2. Dimensions shown are to one sides of interior walls or to outside face of stud or masonry on exterior walls unless noted otherwise. 3. Builder shall take into account design intent, including number of steps, water 54'-0" 7-9" table masonry,etc. Builder shall also assure that there is adequate clearance 15 -6 2 38.5 z I between finish grade & any ,vood construction. --- 7-9 n - - -- - - --- - 1' 8 a - i T 3c - -- - - 3 4. Install perimeter french drains at all exterior footings. Wrap corrugated plastic - -- - -- - --T-9 4 5" 1 1' 9 2' 1 3' 1" 19'a 5 -7" 3'-7" 5. abric, surround pipe w/gravel and slope drain to daylight1i e w/ eotextile f Locate doors so that door casingabuts wall finish of adjacent wall unless noted J 24 A otherwise or unless door casing is narrower than 3 1/2". In this case, install door frame with appropriate shim space against liner and stud. Do not omit stud or A9.liner togs et the door closer to the adjacent wall. In cases where a door ' r shown i DOUBL HUNG DOUBL HUNG CASE�vtENT CASE' ENT approximately in the center of a wall, locate door in the exact center of the wall. I 36"'72" _ - - _ 36" 72" 28" IfX 48" � 28" c 48" I 6. Verify window rough opening head height with Elevations. See plans & exterior elevations for window alignments, window types & muntin patterns. Adjust 2: DOUB E HUNG - - O head heights slightly (less than 1 3/8) as required to course with masonry = N 36" 72" , - veneer, if any. Provide filler strip between window and masonry sill if required i -i ------ - 3„ 9' 104 i„ 9 104 28" X 96' -- to allow the masonry sill to course with surrounding brickwork. In no case should brick be cut to either course with the head or the sill of a window or ^I ! N z OD ,�� 13' 4- z 2'- 20'-2' _ eV 5' 8 2' 12'-T I I 7. door. Window sizes indicated oil plans are generic sash sizes. C ose I d 0 t0 I b. Every sleeping room shall have at least one operable emergency escape and w X Q I �----- ` rescue opening. The net clear opening dimensions required shall be obtained b p g P g q Y U 01 1 (0 I� I the normal operation of the emergency escape and rescue opening from the x I - --- Offi6e z I -' ! inside. d1c M (� N Upper o ID X OD z W i 9. (Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well. Bedroom 2 ° L1Vlri 01 M 10. Emergency escape and rescue openings shall open directly into a public way, or r I o p to a yard or court that opens to a public way or into a screen enclosure, where a 1 N I]. screen door is provided leading away from the residence Refer to plans & exterior elevations for window types. Coordinate operability of Z � X - io 0) co a z - ° _ 12. windows & direction of swing of casements w/homeowner. Doors & Windows shall not be ordered, prior to ineausuring rough framing. x 0 - . ---_ 13. Walis, ceilings &floors of ancillary spaces such as closets &storage areas shall U N 2x6 28' x 80" a m e� rn t0 rn x N '" 14. match the rooms they serve unless noted otherwise. Coordinate location of utility meters on site to be away from public view and to minimize visual impact from any area of the site. Hold meters as low as possible z m ?X Bath 2 x N to allow more effective screening. o OD 15. Install termite shield at any areas where wood may come into contact with j a a= m I x O U - - 2:32" x P6" masonry at grade; along stem walls, turn -down slabs, and piers. o ~ " O a 7 9-- 3 t t z 36 x 96" 1 LITE Upper = _ 16. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per M = X _ i - ----- -- P 4 Balcony M 2' of plate except 1/4 cup pert' of plate in walls adjacent to kitchen, bath or 0 _ i0 g M 2x6 0 to 24" x 96" 2:20" x 96" ' _ other wet or food storage areas. Boric acid shall be installed immediately before installation of insulation in insulated walls or immediately before installation of - - - - - - - - - A3.3 wall finish in uninsulated walls. Walls with exposed cavities do not need to be z w - O o _r C Closet 32" x 96 17. treated with boric acid. If gypsum. board is used, install moisture -resistant gypsum board in restrooms & - �r ro N other rooms where water is present. p a 0 Bath 1 18. Load roof prior to installing drywall. _ U N -' p Upper ! Q 19. Install nail gaurds on framing at all appropriate locations. m 2x6 ° = ro Master - 20. Seal all holes from plumbing, wiring, or other uses by installing firestop/draftsop Z 2s" x 80" r "_ N linens clo et rod & __ _ 16" shelves_ Bedroom---------_-- '22-\ between each floor, and top plate to roof framing. w v - m , N _ ___ - - -_.-.__ -_, A9. i ; 21. Builder shall coordinate all shelving &storage requirements with homeowner. �" L aUrl 2X6 v 22. Center plumbing fixtures in space provided unless noted otherwise. Provide not a -- ---- _ _ - --- 2611 x 96" sLIDING o 0 41" I ao less than the following clearances from finish wall to fixture on either side: Lavatory: 15". Toilet: 8". BedrOOm l i" c F" In c .° a I a❑ Upper �' N M 23. 24. No ul� slivers shall be allowed, layout tiles prior to setting, and adjust as required. Handrails are required at all interior stairs with # or more risers. I 14 (0z p o�� Master ! W - - 19 00 io pr I x I� .0 I $,, x 80" X Bath N _J m o ! c �J quare Footage Cp b 1�3 W 01. - I� N a O N io (0 JbD t.. 13 -4 2 i 2' v. 8 - Z" I f:: - 36" sink 4'-9" N 14 1 O" Heated / Cooled 3,436 sq ft o - O - -- 2nd floor 1,760 sq ft . 2: D36UBLE HUNG CASEMENT CASEMENT CASEMENT ! CASEMENT 2nd floor Upper Balcony 275 sq ft aC 72" 2: FIXED 36' x 90" 24" 48" 24" 48" 28 x 72" 28" X 2" -- 8' O" ---- - - -- - 15'-8 2 7-8 z 4-32 _ 4'_32'------ - - - - -2 5" �� - - - - ---- 3' 10" - _ - 9' 1 1" - -- - --- -- 2' 62'1 - -- - r r t' r�.�t`!T r 'i'1, l l I . . i, - - -8 z' �I Lr 54'-0" 7-4"- �M 3°� n Second Level Floor Plan 0 2' 4' 6' 8' 10' 12' 14' 16' i , v Lv cn v tn m a 0 0 L In Z M U_ CO .-f O N C Ln 0 � I t\ r\ CU B U o I c0 0) E_: F M 0 U U) O m k" A2.3 ROOF PLAN NOTES r. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the roofer shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at , jobsite. 2. See Floor Plan for building dimensions. 3. Begin metal roofing w/frill p«nel at most visible edge of roof unless seams are shown on elevations to align with exposed rafter tails or dentils below, in which case roof panel installation shall conform with elevations. 4. Metal roofing shall have no added striations in the flats. 5. Begin shingle roofing w/full shingle at most visible edge of roof. 6. Roof penetrations are permitted only in the areas noted. Route all vents, exhausts, flues & other penetrations to these areas & terminate as per code. 7. All roofing and roofing details shall be installed in strict accordance with industry standards and manufacturer's instructions. No work shall conflict with the manufacturer's guarantee or warranty. 8. Provide flashing as per details or as per SMACNA if no details are shown where roof pitch changes or where roofing intersects with vertical surfaces. 9. Hold downspouts tight against walls. 10. The installation subcontractor shall be fully responsible for all roofing work. 11. All slopes are indicated on the Drawings. 12. Pant all roof mounted accessories to match roof color selected by homeowner. 13. All exhaust fan, vent, flue & stack openings are to be cut & sealed by builder. 14. Roof vent terminals shall be 12' away from and 2 above any air intake, door or window, 18" away from any vertical wall extending above roof vent, and not below any roof eave, or as required by local codes. FLASHING NOTES PLAN NOTES 1. Install all exposed flashing w/concealed cleats. Surface taste rs of any type are 1. Do not scale Drawings. Use only dimensions --hown on drawings. If dimensions unacceptable. are in question, obtain clarification before continuing with construction. Builder a. Base flashing shall be 2 ounce copper -fabric flashing eqt 1 to AFCO. Base shall verify all dimensions & conditions at jobsite. flashing shall run up 6" minimum behind sheathing when ins ]led at wood floor 2. See A0.1 for specifications & Notes. system or shall offset tip i brick course minimum if installed at,CMU backup. 3. Window & door head flashing shall be 2 ounce copper-fibflashing equal to AFCO (a,) brick veneer or shall be either 16 ounce cop r or o1() factory VENTILATION NOTES pre -primed aluminum break metal at homeowner's opt n for any other non-tiiasonry wall finish. 1. All attics, crawl spaces & other concealed areas shall be ventilated as per local 4. Eave & rake flashing shall either 16 ounce copper or .019 ctory pre -primed building codes, or provide spray foam insulation oil uderside of roof deck to aluminum break metal at homeowner's option. All roof e ge flashing shall allow non -vented attic condition. extend 1o" minimum behind roofing felt or other rooting material. Verify, that 2. If attic is vented, Soffit vent shall be equal to Air Vent 2" continuous aluminum flashing runs not only under roofing material, but alio under sub -roofing soffit vent. - material such as roofing felt. Eave flashing at gutters shall extend to cover back 3. If shingle attic is vented, Ridge vent shall be Air Vent Ridge Univent leg of gutter, but shall terminate above rim of gutter. (absolutely no substitutions). Terminate ridge vent w/manufacturer's standard 5. Chimney & cricket flashing shall be 16 ounce copper flashi� g (no exceptions end cap 12" from end of ridge. Cut roof deck back to provide air passage as unless roofing is metal, in which case flashing shall match ofing material). recommended by manufacturer. Homeowner, or Architect shall select color,m Install pan flashing at chimney which extends from outside -e of chiney to color should match prominent roof color. inside of clay tile flue liner. Turn flashing up 1/2" inside fl liner. Install 16 4. Crawl space ventilation shall be decorative grilles as shown on,elevations if ounce copper step flashing under chimney cap flashing. Pan fla hung shall overlap shown w/insect screen on inside or shall be 8" x 16" manually operated painted step, flashing 6" minimum. Tie Masonry chimney to roof framiug immediately metal vents if not shown. below flashing w/rigid metal straps (minimum 1 each side of chimney). Crickets 5. If attic is vented, Provide insulation baffles at ventilated eaves as required to shall be installed on high side of all chimneys or other roof penetrations assure minimum r" clear air space at bottom of roof deck. exceeding 36" in width. Cricket flashing shall be installed over plywood root deck backing. Crickets shall slope 3/12 iiiininuuu. 6. Valley flashing shall be either 16 ounce copper or .oi9 factory pre -primed ROOF FRAMING NOTES aluminum break metal at homeowner's option 12" wide urinimauni centered in valleys. Lap joints ti" minimum, color to match roof color. 1. All structural members shall be sized to carry all imposed loads by a structural 7. Gutters shall be 16 ounce copper or factory pre-printed .o; 2 a unmina ready for engineer. Refer to engineering set, and contact Architect in the event of any finish painting. (See Drawings for gutter size and shape). The back leg of all discrepancies. - gutters shall extend 1" minimum above front rim. Gutters shall be hung with 2. Refer to structural drawing for roof deck size, though shall be no less than 5/8" matching metal strips which are attached raider shingles. Penetrations of back of Exposure r T&G Sturd-I-Floor plywood. gutter or of eave flashing shall not be permitted. 3. Particle Board is NOT allowed. 8. Downspouts shall be 16 ounce copper or factory pre -primed .032 aluminum Hold roof deck panels apart as recornniended by decking manufacturer. ready for finish painting. (See Drawings for downspout ,lie and shape). �• Hole{ roof deck panels away from items penetrating roof deck as recommended Downspouts shall be attached to wall w/matching Metal strips which are by roof deck manufacturer to allow for expansion & contraction of roof deck. attached to wall behind downspouts. it 6. Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters. 9. Raking roofs and chimney flashing shall be stepped flashing uiasoury walls. 7. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where step flashing is the Most desired flashing detail for water-proofing/longevity, and ceiling joists run perpendicular to rafters. Any hip or valley rafter over 28' long has to be installed while laying brick or block. If masonry walls are already laid, shall be Laminated Veneer Lumber. cut block or brick with a saw, parallel with the lower roof pitch and insert the 8• See Wall Sections for exact configuration of framing members at exterior walls. flashing. then close sav joints -,v/appropriate caulking. DRAFTSTOPPING NOTES 1. Draftstopping shall be installed in attics, overhangs & similar concealed spaces so that the area between draft stops does not exceed 3000 SF. _ 2. Draft stop materials shall be not less than 5/8" gypsum board. Draft stop material shall be adequately supported. 3. Any openings in the draft stop partition such as access doors shall be protected by self-closing doors. 4- Required ventilation of concealed attic spaces shall be maintained. Roof Plan 0 2' 4' 6 s' 10' 12' 14' 16' 22 COMMUNITY DEVELOPMENT APPROVED u MR U i JI Q' A2.4 Note: Details of the door or window are not shown here. The intent of this drawinggs is only to illustrate exterior trir rk. Consult Architect is there are any questions concerning these conditions. stucco wall as detailed elsewhere (see schedules details & specifications) on CMU wa window head flashing run 6" up behind bond beam and out to drip as shown-- CMU bond beam---------- sheetrock return— ix eturn rx PT door casing on nailer ----- stucco head shaped as shown w/r/2" drip & stucco head return under CMU--____ wall as detailed elsewhere (see schedules, details & specifications) --- ix PT window casing on nailer window (see Drawings for type, size & design) I PT 2x window "buck''-' 2X4 sleepers 16" OC w/interior finish as detailed elsewhere - window sill flashing run up over PT 2x sill and out to drip as shown over stucco finish _ sloped concrete window sill on PT 2x window "buck"-� stucco wall as detailed elsewhere (see schedules. details & specifications) over 2.C6' i U a. m�. _.. Window Jamb Ext 7 . ....... 2 SHIM SPACE N•♦•- Window Jamb Interior 14' QYt7 ir0Z � J � NYU N 0 - + 3 No Window Head, Jamb & Sill Section/Elevation 12 61 / Note: This detail is typical in nature, and is intended to outline the general procedures for flashing &jamb-NArapping doors & windows. Opening sizes shown here are purely schematic. See Floor Plans and/or Door & Window Schc dules & Elevations for sizes of openings. See Wall Sections for thickness of wall. Step 1: Extend sill flashing 6" minimum each side of opening or 2" past edge of jamb casings (if larg �r than 6") for woo openings & wrap up over sub -sill 10 Step 2: Extend 10 mi vinyl jamb wrap 6" minimum eac seal these locations th roughly with exterior sealant cut jamb wrap at an own w PrP wrap meets sill & ex end over s flashing as shown Note: Vinyl jamb wra is not she door & winc'ow Beta is for clari should be installed o i all extern openings as shown h, -re. Step 3: Install head flshing ove flashing& extend head flashing minimum each side of opening Note: Head flashing should be ru behind wall sheathing whenever possible. e N Opening Flashing Detail A3. 1 a Note: Details of the window & frame are general in nature and may not represent exact configurations, as this may vary between manufacturers. Consult, Architect if there are any questions. door or window (see sGhedu4s c^ +; p� size & design) 2x6 casing over exterior sheathing jamb w/jamb extension over as required over 2x6 stud 1x6 flat casing over interior wallboard xI oI Z 3 W R I a 0 I x 2" U) i t7 i L la U c ui `o k U 0 U � I O U U) O I m .rrte VJ � -a V./ C co REVEAL Window Jamb Ext 7 . ....... 2 SHIM SPACE N•♦•- Window Jamb Interior 14' QYt7 ir0Z � J � NYU N 0 - + 3 No Window Head, Jamb & Sill Section/Elevation 12 61 / Note: This detail is typical in nature, and is intended to outline the general procedures for flashing &jamb-NArapping doors & windows. Opening sizes shown here are purely schematic. See Floor Plans and/or Door & Window Schc dules & Elevations for sizes of openings. See Wall Sections for thickness of wall. Step 1: Extend sill flashing 6" minimum each side of opening or 2" past edge of jamb casings (if larg �r than 6") for woo openings & wrap up over sub -sill 10 Step 2: Extend 10 mi vinyl jamb wrap 6" minimum eac seal these locations th roughly with exterior sealant cut jamb wrap at an own w PrP wrap meets sill & ex end over s flashing as shown Note: Vinyl jamb wra is not she door & winc'ow Beta is for clari should be installed o i all extern openings as shown h, -re. Step 3: Install head flshing ove flashing& extend head flashing minimum each side of opening Note: Head flashing should be ru behind wall sheathing whenever possible. e N Opening Flashing Detail A3. 1 a Note: Details of the window & frame are general in nature and may not represent exact configurations, as this may vary between manufacturers. Consult, Architect if there are any questions. door or window (see sGhedu4s c^ +; p� size & design) 2x6 casing over exterior sheathing jamb w/jamb extension over as required over 2x6 stud 1x6 flat casing over interior wallboard xI oI Z 3 wI; = V) a 0 I x U) i t7 i L l W U c ui `o U Note: Details of the door or ..:..do. are howii art. The intent of this drawing is only to illustrate exterior tritnwork. Consult Architect if there are any questions wall as detailed elsewhere (see schedules, details & specs) — door head flashing run up 6" and out over drip cap as shown Note: Details of the door or Int shown liere The intent of this drawing is only to illustrate exterior t,i invork. Consult Architect if there are any questions T these conditions wall as detailed elsewhere (see schedules, details & specs) idow head flashing runup 6" and out over drip cap as shown 1 ;I a REPEAL "4 1 1 /2 V6 u 1 1I2 DOOR CASEMENT OR TRANSOM MULLION -- SCALE U N A3. 1 �1'-0" A3. 1 HEAD &JAMB SECTION/ELEVATION ' 1'-0" A3. 1 WINDOW .HEAD & .JAMB ELEVATION NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with homeowner. Builder shall take into account design intent, including number of steps, water table iizasonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. 3. See details for exterior materials not shown here. 4. Gutters & downspouts may not be shown for clarity. Homeowner may elect to use rain diverters over doors & walkways in lieu of gutters. The Architect suggests omitting gutters if there are any trees in the general vicinity of the house since stopped -up gutters overflow, eventually rotting cave trim. Prop erly=planned French drains in the ground below eaves can carry water successfully away from the house. I£ gutters & downspouts are used, locate to allow drainage to flow away from house, adjacent structures & property line. Locate downspouts in non -visually -offensive locations leo not locate downspouts on front facie of house unless shown. The Architect suggests the use of traditional half -round gutters & round downspouts should the homeowner elect to install gutters & downspouts. 5. All stucco joints shown on elevations are control joints unless noted otherwise. Space stucco joints equally as shown unless noted otherwise. G. All columns shown shall be Architectural Grade. This grade includes correctly -proportioned base & capital details & proper entasis (taper). 7. Shutters shall be sized to match actual window openings. Mount with hinges &7 N hold in place with shutter dogs located at bottom rail as shown. It is the 1 1 1 1/2 DOOR SILL & JAMB SECTION�ELL A TION �12 WINDOW JAMB & SILL SECTION/ELEV. 1 1I2� Q Architect's opinion that it is better to use no shutters at all than to use the1' .� common take screwed -on type. 8. Double windows shall not be constructed from the factory ganged together, all v `v double windows shall be seperated by a vertical wood nmllion. ' � a E co -o C m� ` Cv (3) cn V �--- beans - - - -beam �._ --- column ---- 5 -- column ---- A3.1 — --- Hardy Lap Siding co tD co \ to tp o X x V-3. x x —haudr,il --- x N N- N N N __ �-- handrail s m - - - V) N ---- o - - v V porch entablature porch entablature a 1 1'-8 1/4" 2ND FLOOR Q) I C - - 10'-1 1/2",J, c — — ----- -- ----- - --- ---- ------N --- — — -- _ HOUSE TOP PLATE I wood column --- stucco finish 10 A3.3 steps I -i LL I oo n 1\ L l W U c ui `o U 0 U � I O U U) O I m .rrte 7. Shutters shall be sized to match actual window openings. Mount with hinges &7 N hold in place with shutter dogs located at bottom rail as shown. It is the 1 1 1 1/2 DOOR SILL & JAMB SECTION�ELL A TION �12 WINDOW JAMB & SILL SECTION/ELEV. 1 1I2� Q Architect's opinion that it is better to use no shutters at all than to use the1' .� common take screwed -on type. 8. Double windows shall not be constructed from the factory ganged together, all v `v double windows shall be seperated by a vertical wood nmllion. ' � a E co -o C m� ` Cv (3) cn V �--- beans - - - -beam �._ --- column ---- 5 -- column ---- A3.1 — --- Hardy Lap Siding co tD co \ to tp o X x V-3. x x —haudr,il --- x N N- N N N __ �-- handrail s m - - - V) N ---- o - - v V porch entablature porch entablature a 1 1'-8 1/4" 2ND FLOOR Q) I C - - 10'-1 1/2",J, c — — ----- -- ----- - --- ---- ------N --- — — -- _ HOUSE TOP PLATE I wood column --- stucco finish 10 A3.3 steps I LL _0 L l W N .rrte VJ � -a V./ C co rn _ 7. Shutters shall be sized to match actual window openings. Mount with hinges &7 N hold in place with shutter dogs located at bottom rail as shown. It is the 1 1 1 1/2 DOOR SILL & JAMB SECTION�ELL A TION �12 WINDOW JAMB & SILL SECTION/ELEV. 1 1I2� Q Architect's opinion that it is better to use no shutters at all than to use the1' .� common take screwed -on type. 8. Double windows shall not be constructed from the factory ganged together, all v `v double windows shall be seperated by a vertical wood nmllion. ' � a E co -o C m� ` Cv (3) cn V �--- beans - - - -beam �._ --- column ---- 5 -- column ---- A3.1 — --- Hardy Lap Siding co tD co \ to tp o X x V-3. x x —haudr,il --- x N N- N N N __ �-- handrail s m - - - V) N ---- o - - v V porch entablature porch entablature a 1 1'-8 1/4" 2ND FLOOR Q) I C - - 10'-1 1/2",J, c — — ----- -- ----- - --- ---- ------N --- — — -- _ HOUSE TOP PLATE I wood column --- stucco finish 10 A3.3 steps I Pie U o l U ro N - U .. 4_J -J .1.rr C ti M U 0 v C Q PLAN NOTES ELEVATION NOTES 1 RIMWORK NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification are in question, the builder shall be responsible for obtaining clarification before 1. All finish work shall be executd by qualified subcontractors, and shall be filled, before continuing with construction. Builder shall verify all dimensions & continuing with construction. Builder shall verify all dimensions & conditions at sanded smooth and ready for finishes. Trimmaterials should be tempered to conditions at jobsite. jobsite. ambient project conditions. All finish lumber, trim, moldings & urilhwork shall 2. See A0.1 for specifications & Notes 2. Finished grade lines shown are approximate. Verify that finished grade slopes have a moisture content of 12% or better. 3. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and away from building for at least 48" outside building perimeter. Builder shall 2. Exterior fascia shall be Azek or backprinled solid wood, & screwed @a corners glass doors on the seaward and shore parallel sides of the d-,velliug shall be tinted establish finish floor elevation in consultation with homeowner. Builder shall (see Drawings for widths). Finger joint material is NOT allowed. to a Transmittance Value of 45% or less through the use of tinted glass. Na indmv take into account design intent, including number of steps, water table masonry, 3. Exterior soffits shall be backprimed solid wood up to 11" in width or shall be film or screens. (b.) All lighting will comply with types of lighting authorized by etc. Builder shall also assure that there is adequate clearance between finishcni rade 1/2" smooth factory -primed exterior hardboard if greater than ii" wide (see the general Permit." & zny woodconstruction. Drawings for widths). Finger joint material is NOT allowed. 4. Sea turtle protection requirements F.A.0 62B-34.070(4) :All lighting will 3. See details for exterior materials not shown here. 4. Exterior corrnerboards & casing shall be backprinled 2x solid wood (see comply with types of lighting authorized by the general Permit." 4. Gutters & downspouts may not be shown for clarity. Homeowner may elect to Drawings for widths). Finger joint material is NOT allowed 5. See Electrical Plans for Exterior Light Fixture cut sheet & Selections use rain diverters over doors & walkways in lieu of gutters. The Architect 5. Interior trinnwork shall be shapes as shown on drawings. suggests omitting gutters if there are any trees in the general vicinity of the BRICK NOTES house since stopped -up gutters overflow, eventually rotting cave trim. ELEVATION NOTES Properly -planned French drains in the ground below eaves can carry water successfully away from the house. If gutters & downspouts are used, locate to 1. All masonry shall be laid plumb, true and square -,v/filled joints. No work shall allow drainage to flow away from house, adjacent structures & property line. 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions be done subject to freezing conditions. All exposed work shall be acid -washed in Locate downspouts in non -visually -offensive locations Do not locate are in question, the electrician shall be responsible for obtaining clarification strictaccordance w/brick & mortar manufacturers' instructions & rinsed to downspouts on front face of house unless shown_. The Architect suggests the use before continuing with construction. Builder shall verify all dimensions & remove all acid & mortar residue. Airspace behind brick Evork below flashing at of traditional half --round gutters& round downspouts should the homeowner conditions at jobsite. finish grade shall be filled with grout (see wall section). Newly laid masonry shall elect to install gutters & downspouts. 2. See A0.1 for specifications & Notes not be disturbed in any manner. Any section ,which has been disturbed before 5• All stucco joints shown on elevations are control joints unless noted otherwise. mortar has set shall be completely removed & re-laid. Protect masonry work Space stucco joints equally as shown unless noted otherwise. SIDING NOTES from moisture and temperature changes at the end of each day's work. 6. All columns shown shall be Architectural Grade. This grade includes 2. Face brick shall be type SW modular size (2 1/4" x 3 5/8" x 7 5/8") & shallbe correctly -proportioned base & capital details & proper entasis (taper). selected by homeowner or Architect. Face brick shall meet the requirements of 7• Shutters shall be sized to match actual window openings. Mount with hinges & I. Exterior shingle siding shall be Cedar shake installed on breather fabric or similar. ASTM Designation C-216. Prewet brick if Initial Rate of Absorption exceeds hold in place with shutter dogs located atbcttom rail as shown. It is the 2. Brick shall be Owner Selected, primed & painted. 30 grains per minute in an area of 30 square inches. Do not prewet brick Architect's opinion that it is better to use no shutters at all than to use the 3. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. otherwise. Pre,,vetting should be accomplished by thoroughly wetting the pallet common fake screwed -on type. 4. All siding shall be installed as per Manufacturer's instructions. or stack of brick 24 hours before they are to be laid, allowing the surfaces of the 8. Double windows shall not be constructed from the factory ganged together, all 5. Exterior trine shall be Azek or similar, backprinled solid wood, & screwed brick to dry before laying. double windows shall be seperated by a vertica; wood mullion. corners (see Drawings for widths). Finger joint material is NOT allowed. 3. Mortar shall be freshly prepared and uniformly mixed in the ratio by volume of 1 part cement, 1 part lime putty, 6 parts sand & shall conform to ASTM 270 and BIA STUCCO NOTES to Designation M1-72. Lime putty may be omitted if plastic type cement is used. All mortar joints shall be completely filled as the masonry units are laid. 4. Mortar color shall be selected by Homeowner or Architect. 1. Stucco veneer options, including but not limited to true 3 -coat stucco system, 5. Mortar joints shall be tooled joints. Pattern shall be selected by I loulcknvile or hard -coat, soft -coat, inechanically-attached, adhesive -attached, etc. Architect. should be reviewed by any user of these plans & disclosed to the 6. 'Temporary brick wall shall be built for selections. homeowner, if any, in advance of construction. Issues asso,:iated with 7. Provide and install corrugated masonry ties 24" OC vertically & horizontally. the various stucco veneer options should also be reviewed & carefully 8. Provide cotton weeps immediately above flashing. Extend weel 3" minimum considered, such as the stucco system's weatherability, durability, cost, past back face of masonry veneer, curling into air space as re .1, iced. Extend maintenance, potential problems associated with moisture, local climate weeps past front face of masonry veneer & trim to flush w/finish surface after conditions, availability of insurance coverage, availability of termite masonry veneer is cleaned. protection, availability of loans & restrictions thereto, etc. Regardless of the stucco system selected, it is the builder's responsibility to ensure that all manufacturer's instructions/specifications are exactly followed. 2. All stucco joints which are to be centered over an architectural element are delineated with a crosshair at the object they are to center on. Any joints between centered joints shall be equally spaced. 3. All stucco joints which are to be centered over an architectural element are delineated with a crosshair at the object they are to center on. Any joints between centered joints shall be equally spaced. 4. Stucco finish shall be smooth sand. 5. ASTM standards shall be met for ALL stucco applications. 6. Stucco over wood frame shall meet ASTM C-926 and? ASTM C-1063. I I 12 COMMUNITY DEVELOPMENT - I 6 APPROVED _�- - -shingle roofing -- -- _ 12 \ 12 8 ❑ \\\ 6 1O'•i 1/8.. HOUSE TOP PLATE - -- ---- -- - - - / \ - - 2x8 2X8 -- 2x6 corner board _; --- -. _ _ Eil HEAD HEI 1 1 -- n i - - - ---- - -- - -_------- Hardy Lap Siding _ - -2'-O° --- - -- m - ---- - - -- -- -- - -_--- ----- 2'-0" - --- --- ----- - -- - -- - --- _ - _--- Shingle TOOf1Tlg -. 12------ 12 5 - - 1 1'-5 /4" 2ND FLOOR --- 6x6 wood corbels drip capoTriascia- ------------------ _ 10'-1 1/2" ---__porch entablature Ho TOP-� - - -- -- ---- 1 114" AD HEIEIE TT - tivood cohinin -- - -- A 3.3usE -- -- i A3.3 r I stucco finish <' o ------vertical siding I � I - -- - - I - - - - - - HOUSE 1 ST FLOOR °vB w A3.2 South Elevation%4 "NA . 1'-O" A3.2 Rear Elevation „4 1' -Orr G 2' 4' 5 8' ZO' 12' 14' 16' i U o l U ro N - U .. 4_J -J .1.rr C ti M U 0 v C Q metal rake flashing (see Specifications) bent as shown (run flashing under roofing felt over PT lx8 framing and rake trim show7111, ere; only flashing and deckinged here 1" cnia 'i I I I s 4 cutting through doors, windows, or other openings. But some building sections W 7� may not show openings for clarity. A3.3 WALL T� ri��F FLASHING �ETAIL LJ1 A3.3 i 10. Because of the scale of building sections, items beyond the section plane such as r doors, windows, cabinets, etc., are typically not shown unless they are required to communicate the intent of the drawing, as columns beyond that support a porch beam. rail chamfered from 2x8 on 6x6 newel post --�� 2x4 rail fixed louvers ^IN ® O bottom rail cut from x6- -- - ^IN m, support at eachend; use 2x6 inidcle posts for spans wider than 6' - 1 - - 61O" OR CENTERED IN BAY Handrail Section/Elevation A3.3 RAKE FLASHING DETAIL colunmx cap: from lx6 as shown channYered column corner from 1x6 — colunm; provide colunul sized to carry load if not shown but in no case less than 4x4; locate column within column casing as required by beam location wall sections) Z i J O U LL0 OD W a a ~ LL (n z� �a 0 m O Q_ W IL U FE LL > dS c,„unm base: from 1x8 as I'M 1 '-4" metal drip edge flashing (see Specifications) bent as shown (run flashing up as shown under roofing felt over PT Ix8 framing and rake trim shown elsewhere; only flashing and decking are detailed here i a, 3" 5 Eave Flashing Detail OD i face of beam, face of beam & face of columns must align---- 2x2 lign-- 2x2 w/1 1/4" quarter round below as shown _- column cut from Ix12's wrapping structural column (see framing pplan for size of structural column; provrde column sized to carry load if not shown but in no case less than 4x4; locate column within column casing as required by beam location shown in wall sections) column base chamfered as shown from Ixlo� COLUMN DETAIL 1 i2 "1W1 IMA flN Note:stack rafters over wall studs so that loads are closely transferred as shown. install hurricane clip to tie every rafter to double top plate and another clip to tie top plate to every stud; engineer to determine clip specification to meet or exceed all wind load requirements, and rents of local authorities, but in no case sh ll clip be less than Simpson x& - 3" op6 RAFTER -WALL STRAPPING Ns . - he Ithc entire house in 1/2' plywood stack upper level studs over lower level studs ` so that wind strapping ties studs together install 1-1/4" wind strapping 32" OC (every other stud w /1oD nails; engineer to determine end lap to meet or exceed all ► ind load requnrenients and requirements of local authorities w $, O MATERIAL KEY O ► BUILDING SECTION NOTES ► I I, ( 00 4" CMU wall W z. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions I CJ c ;n 0 are in question, the builder shall be responsible for obtaining clarification before F 8" CMU wall (f6 a I continuing with construction. Builder shall verify all dimensions & conditions at i ` i U U V7 . o j obsite. C i \� I a 2. All structural information shown is for reference purposes only. Builder shall W concrete O Q have a local licensed structural engineer review actual site conditions & design all structural elements such as framing, footings, foundation walls & slabs. Their masonry veneer design must take into account locally -required live loads, wood species, and > �v W types of joists and rafters (dimensional lumber, L,VL, metal- or plywood -web m -o truss -joists, etc.,) any of which may vary with your locality, contractor, and V.� N building material supplier. U 3. Building sections are abstracted outlines of actual building components. See mall �3 sections & other details for actual configurations. -M Lo 4. Finished grade lines shown are approximate. Verify that finished grade slopes Ln ° away from building for at least 48" outside building permieter. Builder shall --I f a establish finish floor elevation in consultation with Homeowner, or Architect. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood constriction. S. See details for exterior materials not shown here. 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be less, depending on number of top & bottom plates (see wall sections). 7. Floor system dimensions are to top of plywood floor decking and bottom of joist, which typically coincides with top of wall plate for wails below or bottom of wall plate for walls above. 8. Masonry dimensions are to top of brick or CMU. 9. Because of drawing limitations, section cut lines on floor plans may be shown metal rake flashing (see Specifications) bent as shown (run flashing under roofing felt over PT lx8 framing and rake trim show7111, ere; only flashing and deckinged here 1" cnia 'i I I I s 4 cutting through doors, windows, or other openings. But some building sections W 7� may not show openings for clarity. A3.3 WALL T� ri��F FLASHING �ETAIL LJ1 A3.3 i 10. Because of the scale of building sections, items beyond the section plane such as r doors, windows, cabinets, etc., are typically not shown unless they are required to communicate the intent of the drawing, as columns beyond that support a porch beam. rail chamfered from 2x8 on 6x6 newel post --�� 2x4 rail fixed louvers ^IN ® O bottom rail cut from x6- -- - ^IN m, support at eachend; use 2x6 inidcle posts for spans wider than 6' - 1 - - 61O" OR CENTERED IN BAY Handrail Section/Elevation A3.3 RAKE FLASHING DETAIL colunmx cap: from lx6 as shown channYered column corner from 1x6 — colunm; provide colunul sized to carry load if not shown but in no case less than 4x4; locate column within column casing as required by beam location wall sections) Z i J O U LL0 OD W a a ~ LL (n z� �a 0 m O Q_ W IL U FE LL > dS c,„unm base: from 1x8 as I'M 1 '-4" metal drip edge flashing (see Specifications) bent as shown (run flashing up as shown under roofing felt over PT Ix8 framing and rake trim shown elsewhere; only flashing and decking are detailed here i a, 3" 5 Eave Flashing Detail OD i face of beam, face of beam & face of columns must align---- 2x2 lign-- 2x2 w/1 1/4" quarter round below as shown _- column cut from Ix12's wrapping structural column (see framing pplan for size of structural column; provrde column sized to carry load if not shown but in no case less than 4x4; locate column within column casing as required by beam location shown in wall sections) column base chamfered as shown from Ixlo� COLUMN DETAIL 1 i2 "1W1 IMA flN Note:stack rafters over wall studs so that loads are closely transferred as shown. install hurricane clip to tie every rafter to double top plate and another clip to tie top plate to every stud; engineer to determine clip specification to meet or exceed all wind load requirements, and rents of local authorities, but in no case sh ll clip be less than Simpson x& - 3" op6 RAFTER -WALL STRAPPING Ns . - he Ithc entire house in 1/2' plywood stack upper level studs over lower level studs ` so that wind strapping ties studs together install 1-1/4" wind strapping 32" OC (every other stud w /1oD nails; engineer to determine end lap to meet or exceed all ► ind load requnrenients and requirements of local authorities w Square 10" Column 11510" A3 3 STRAPPING L& INTERMEDIATE FLOORS 3�0" Transverse wilding Section Rear Elevation 0 2' 4' 8 10' 12' 14' 16' 1 u $, O W O ► .-o ► I I, ( 00 Z W t} i I CJ c ;n 0 / / 4? (f6 a I 0o i ` i U U V7 . o C i \� I a i W � Square 10" Column 11510" A3 3 STRAPPING L& INTERMEDIATE FLOORS 3�0" Transverse wilding Section Rear Elevation 0 2' 4' 8 10' 12' 14' 16' 1 u i A3.3 O O LL .-o ► I I, ( 00 W o, CJ c ;n 0 U (f6 c cv I c ` 4-J U U V7 . o C i \� I i i A3.3 U E LL .-o � v U W o, C ca �3 U ` 4-J C C'6- � O Q -� > �v W D E m -o V.� N U o v� v ._ �3 -M Lo c Ln ° 0 --I f a i A3.3 eave flashing w/continuous cleat anchored to continuous pt i x8 cave backing– -- — Roofing on roofing felt over plywood roof deck over rafters or trusses 12 6 sheetrock ceiling attached to framing— / spray foam insulation---- I nsulationiI x2 drip on 1x8 fascia w/soffit — Hardy siding finish over waterproof building paper over exterior sheathing on insulated wall w/interiorfinish as detailed elsewhere plywood floor deck on floor joists (see Floor Framing Plan)w/band joist at perimeter- --.--. V/ 18 F) IoR TRuss\ V/ sheetrock ceiling attached to floor framing— 2x8 top plate bolted to CMU wall --- flashing over drip cap on 2x12, allow 2x12 to over lap stucco------ stucco tucco---- — stucco finish on 8" CMU filled block 6 A3.3 IL It0 V-4" Aw -- _-_ 8'-1 1/4" HEAD HEIGH. 5 V .11 _1 1'-8 1/4" 2ND FLOOR I our HEAD HEIGHT LA'9J1 Section Rear Porch 322E in @ ,1 o a9N 1 Section Front Porch 1'-o" A9 1 Typical CMU Section Eave M 0 L a t a fo U CV G w O C C a th C O U C a i LA P a X a a 7 O L B a u 0 O B a a O C i T 16 E to C C I I LM I I I f Ln A9.1 I � I ( I I 110 �? I U C ( in O U lB C C) 0) C m O U U) O M 7 I I I LM I I I f I A9.1 U1 i Note: All cover plates shall be Jumbo size. 15a 125v 3 wire single pole w/ground duplex wall outlet equal See Finish Schedules for size of base for }� 15a 125v duplex GFCI wall outlet equal to Leviton each room.It shall be the electrical #8oi-6599i. 0 contractor's responsibility to coordinate indicated here. served 2oa circuit. baseboard sizes with other trades. r3;' Split -wired 15a 125v duplex wall outlet. ® 15a 125v 3 wire single pole w/ground duplex floor outlet in accessible space.) flush brass floor box. F— 7- rya 125-277v single pole switch equal to Hubbell #1201. �3 J �4 -- -- thermostat (where appliea6le) ' 15a 125-277v dimmer switch. ORecessed _ switch (see'plans-foi type) -.= ' door casing. (as detailed elsewhere) F 0 - E similar. ® Adjustable eyeball recessed compact fluorescent bulb light. G) Wall -washer recessed compact fluorescent bulb light. ® Exhaust fan w/light. receptacle turned horizontally (90° to Exhaust fan Q vertical as shown) -- = PLAN NOTES q _ baseboard over 6 1 /v" on the flat face \ _ are in question, the electrician shall be responsible for obtaining clarification of baseboard before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes N ELECTRICAL OUTLET LOCATIONS First Level Electrical Plan 0 2' 44 6' 8' 10' 12' 14' 16' Electrical Plan Key Large pendant ceiling fixture. Small pendant ceiling fixture. Wall fixture. Exposed strip fluorescent ceiling light. 15a 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5252. }� 15a 125v duplex GFCI wall outlet equal to Leviton �{ #8oi-6599i. 0 20a 125V 3 wire single pole w/ round duplex wall outlet equal to Hubbell #5362 by dedicated indicated here. served 2oa circuit. �{s Split -wired 15a 125v duplex wall outlet. ® 15a 125v 3 wire single pole w/ground duplex floor outlet in accessible space.) flush brass floor box. ® rya 125-277v single pole switch equal to Hubbell #1201. �3 15a 125-277v 3 -way switch equal to Hubbell #1203. �4 15a 125-277v 4 -way switch equal to Hubbell #1203- �D 15a 125-277v dimmer switch. ORecessed or surface compact fluorescent bulb light or LED. F 4' square Recessed LED, Elitco Lighting RS4123oKRF or E similar. ® Adjustable eyeball recessed compact fluorescent bulb light. G) Wall -washer recessed compact fluorescent bulb light. Large pendant ceiling fixture. Small pendant ceiling fixture. Wall fixture. Exposed strip fluorescent ceiling light. O Ceiling fan. See schedule for indication of whether fan O includes lights. O New doorbell button. New items are generally shown bold as 0 O indicated here. Doorbell chimes. (Install transformer in closest available concealed INI accessible space.) Y ® Wired Combination Carbon Dioxide & Smoke detector 62oV 6 C w/battery backup). Provide in every bedroom, & interior cooking U � area. c O U 0 Empty wall box for computer or telephone w/3/4" conduit & pull I E string to above ceiling or to other accessible space. O U Telephone wall jack. � ® Exhaust fan w/light. ® Exhaust fan W PLAN NOTES H rn 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions _ are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes O h C O 0 O _ 00 INI U Y N 6 C N O U � I c O U � � f I E U O U M � I N= vF- 0 v U Y o � � n S L U L •r � 4-J C: W H rn _ W �E (8 nl W 0� =� �• rn U M Y � L Ln v G N r e Note:'A d coverplates shall be Juni bo size. See ' T415a 'j' Finish Sch, edules for size o f base f or each room. I i5a 125v 3 wire single pole w/ground duplex wall outlet equal -It shall be the electrical contractor's to Hubbell #5252- responsibility to coordinate baseboard sizes 15a 125v duplex GFCI wall outlet equal to Leviton with other trades. #8or•6599i. ,receptacle turned vertically (typical) --- baseboard up to 6 1/2" tall on the flat face of baseboard ---------- p- ' to Hubbell #5362 served by dedicated 2oa circuit. b!. Split -wired 15a 125v duplex wall outlet. ® 15a 125v 3 wire single pole w/ground duplex floor outlet in SECOND FLOOR flush brass floor box. receptacle- turned horizontally (9o° to vertical as shown) _ -- 15a 125-277v single pole switch equal to Hubbell #12o1. baseboard over 6 1/2" tall on the flat face 15a 125-277v 3 -way switch equal to Hubbell #1203. of baseboard ---_� N FIRST FLOOR ELECTRICAL OUTLET LOCATIONS E2. t Second Level Electrical Plan 0 2' 4' 6' £3' 10' 12' 14 16' Electrical Plan Kev I� Large pendant ceiling fixture. Small pendant ceiling fixture. Wall fixture. Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan. includes lights. O C' I T415a 'j' 125-277v 4 -way switch equal to Hubbell #1203. I i5a 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5252- }� 15a 125v duplex GFCI wall outlet equal to Leviton �{ #8or•6599i. 15a 125-277v dimmer switch. 2oa 125v 3 wire single pole w/ground duplex wall outlet equal or surface compact fluorescent bulb light or LED. to Hubbell #5362 served by dedicated 2oa circuit. }}� Split -wired 15a 125v duplex wall outlet. ® 15a 125v 3 wire single pole w/ground duplex floor outlet in Adjustable eyeball recessed compact fluorescent bulb light. flush brass floor box. Wall -washer recessed compact fluorescent bulb light. 15a 125-277v single pole switch equal to Hubbell #12o1. +3 15a 125-277v 3 -way switch equal to Hubbell #1203. I� Large pendant ceiling fixture. Small pendant ceiling fixture. Wall fixture. Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan. includes lights. O C' I T415a 'j' 125-277v 4 -way switch equal to Hubbell #1203. indicated here. Doorbell chimes. (Install transformer in closest available concealed accessible space. T c D 15a 125-277v dimmer switch. ORecessed or surface compact fluorescent bulb light or LED. area. 4" square Recessed LED, Elitco Lighting RS4123oKRF or Empty wall box for computer or telephone w/3/4" conduit & pull similar. ® Adjustable eyeball recessed compact fluorescent bulb light. ® Wall -washer recessed compact fluorescent bulb light. I� Large pendant ceiling fixture. Small pendant ceiling fixture. Wall fixture. Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan. includes lights. O C' I New doorbell button. New items are generally shown bold as indicated here. Doorbell chimes. (Install transformer in closest available concealed accessible space. T Wired Combination Carbon Dioxide Rz Smoke detector (12oV w/battery backup). Provide in every bedroom, & interior cooking area. Q Empty wall box for computer or telephone w/3/4" conduit & pull U C 0 string to above ceiling or to other accessible space. m Telephone wall jack. © Exhaust fan w/light. ® Exhaust fan PLAN NOTES r. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes v L Q) V) a rn Q 0 0 v fo m U _U 00 r -I O N •? I r� h CU LU C vi O U C 0 m I i 0 U V) O m I 01` W I� M N IIIMj 8 I— W 0 LOT 8 CONCRETE BLOCK WALL LOT 7 WL (n Q• existing 6'-0" wood fence - SILT FE 1 BAY 140 .° • _ REMOVE 24" 00 13" DOUBLE LAUREL 6L6 lA yj REMOVE 8AY - ,- -- --------- — — _-ff7 �7r–^ LOT 10 BLOCK WALL PIPE, LB3672 v1 REMOVE ER `...:..s • OAK URE 0. 1 1 4�� OA t OVIDE TREE, . OAK PILM W rO a Z°o 'llz/ (REMOVE O 3 �C i9 PALM PAL[vt 00 7 PALM RE OVE Z� 00 m' NJ W LOT 8 LOT 7 W N FL L PAL — —I existing 6'-0" wood fence AC 148.00' REMOVE 4' WOOD O FENCE r- Existing Site Plan 0 2' 4' 6' 8 10' 12' 14' • 16' CONCRETE LOT8 SE 1/2" IRON BLOCK WALL PIPE, LB3672 v1 6", ER `...:..s • OAK URE 0. 1 1 4�� OA LAUREL OVIDE TREE, . OAK – — — fUCADE-S TO -RRQTE4r_T— — — rO 'llz/ �C !` y PAL[vt 00 7 PALM RE OVE '' ' U) . '� "f2E1v10V,E � s Z N 0 U PAL C " - REMOVE 0 0 U C E O U C 7 ��- m O OVE y `, RETE 0 '. m 15 0 w� - - 12.19 ,�-- 149.00' OT 15 Existing Site Plan 0 2' 4' 6' 8 10' 12' 14' • 16' CONCRETE LOT8 SE 1/2" IRON BLOCK WALL PIPE, LB3672 v1 6", ER `...:..s • OAK URE 0. 1 1 4�� OA LAUREL OVIDE TREE, . OAK – — — fUCADE-S TO -RRQTE4r_T— — — rO 'llz/ N WROLL OFF DUMPSTER , 00 '' ' U) . % Z N 0 LOT 16 / IOHK� ❑ BENCH ARK: SET MAGNAIL IN EDGE OFF PAVEMENT. ELEVATION =10.88' AVD 1988 DATUM r� IN V - vF- LL ._ O U o m �3 U 4-J 4 �@ � E � �E — \ > i v — Q co — O r^ C ro v IVIQA I JvLVl l.VVCIQ C / 1L JV.VV/O ..,..................... , I m v1 C rO N 00 N N U C i 0 U C O U C 7 m O U 0 m w� V - vF- LL ._ O U o m �3 U 4-J 4 �@ � E � �E — \ > i v — Q co — O r^ C ro v IVIQA I JvLVl l.VVCIQ C / 1L JV.VV/O ..,..................... , I m it Existing Site Plan Lot Area Calculations A 0 2' 4' 6' 8' 10' 12' 14' 16' Existing Lot Coverage CalculationsLot Coverage Calculations Lot 7424 100,001 Lot 7424 100.00% Existing Impervious Roofed StrucluTes 1317: 17.74% Proposed Impervious Roofed Structures 2291 30.86% Existing Pervious Driveway 1387' 18.68% Propose Impervious Roofed garage Structures 599 8.07% Existing Impervious Additional Concrete 776 10.45% Proposed Pervious rive ay 924 * 50% 462 6.22% �.. , ,........ .,, m,,.�,�,.� ,.,...., k ��.,.. ,..�. ,.. ..�..Fr. ,Existing Total py erviuse w 46.88% Proposed Impervious Additional Concrete 18 0.24% :Pro sed Total Impervious 337 45.39% . w. Max Lot Coverage 3712 50.001 Max Lot Coverage ; 3712 50 existing 6-0" wood fence �............................. 18 S(� FT..........r.........W..u.......w .� W a... r........r............... ��u ..... r rr........ ..r...........W a ....u...r........ a r..e....wa r....rr...u........ E..............W............0 6"WATER....". u.... `x 0 6" LAUREL x oAK 3 E v, ti i' 0 O a 599 SO FT Q 4 2291 SO FT , e s z t / gpwav F I 1• \.... ,, ...r..E 9.24 SOFT � � ... x:. I existing 6-0" wood fence >.........,..uu���ua. �,m. ....�.�.�..�.....�� �.�...�.......�,...u...�..u...��.�.................�.... .���.uv ...................�.�.�....� ,��..e�� .��.�u.��,.v......w.�>�....,......,.nW......,.,..�,�......�.H ...�.�>er..,�,,» ��.m. umuuu�.�. New Site Plan Lot Area Calculations 0 2' 4' 6' 8' 10' 12' 14' 16' f N, u H 0 N O 0 L t U) 7V L U g 0 c N C O U c 4 .3 Q X O 3 v U U 7 0 a cu a� 0 c E rn c .3 L c E 0 LL 3 0 n U - N vE H ._ O �v � W U N yo m �3 C%� U (� > 4-J C 66 o r� a -" > — of -I--� m _o C: a� � N U MM O �c I v' ui v o 0 0 L t U) 7V L U g 0 c N C O U c 4 .3 Q X O 3 v U U 7 0 a cu a� 0 c E rn c .3 L c E 0 LL 3 0 r a F, El u C E ,.0 -0 ON 'tea M N 6r't 42 N C Ib M ; '� //•�� V1 Nm M ,U W✓ C dS � J W � 19'0 LOT 8 CONCRETE BLOCK WALL 148.00' CONCRETE LOT 8 " SE 1 /2 IRON LOT 7 �' N-•-• w. . BLOCK WALL PI E, LB3872 ro E > I I '0 BAY REMOVE 0E REMOVE 24" . REMOVE LAURELO W WOOD AA 3' DOUBLE �AY - ENCS F RE , — r- / / f iP ` C�+k 1 , MS.�t' r� , V i 1@E —o 16` to •W, ® M O v� v ._ LOT 10 MYRTLE Z'O L / ,'' ' '" '? ' /Jf �: r' , /J Jr ,'. ,r 777 ROLL r �. F BT ,�/ OF DUMP R I %♦ r' r ;♦%"♦f ri J In Ln REMOVE ri o f! ;y5L5� REMOVE r '' / r i ,�tt ff r 1617 i0'1y / J' % /`W' ! it / ' / - - < Q P LM r n REMOVE - WOOD PALM r / W s � / ! ,�, ,r ,r y , r' :' r r^• r r` f ,:+ ✓ ' _�,. ,. , , i r / ,r r " ; / f �• ,✓: z REMOVE ,9 SHED PALM 0 <u.PALM I REMOVE / f ' ♦ ,". ,A / 1. , :. //, ,;, ' _. --. /'�/% J / / f ,y r / ,'% ," f ♦ ♦ , i� i f.. /<. / � � f /: % r1 r� J / / . � ,.�' ,�j/y'�s r-.: ✓, / ' ! ♦ ! i i :. / / ,,/�Jpj:.1 ! ,.. / , ,r i �V.�•�J` %J /� % /. '.fir`' ;/ ' /, f: '` 'r ♦ W U, 2 ALM W _71 %1� r :' ,, / / / r z �, �_ i ./` / / / / / / / *0 il� r / -" ..: % l,, / 'i/ 4 rl�' Z f ' � jf// / ; 4 t i L. j z HI W �0 BAY • REM ®Y E m , f - / , /." f ! / f ♦ PALM RE AVE ;, / PALM = i / J r f ,/Vjy�/, / / ;,' r ♦ , / r / / r >- r ,�'1,- r. /. ,.; , ,. r ,,. ,,. , :.X' IEM±i�.,` , ,r✓ r ! ,. I' , >' l r r ;.,. ; r S f .. :(+; y .'' '/ : i >y: % W I— r. fie.. fr i'' //' /, O ,; F, r ,,r' r/` `r ,`1I f % ,/' 'r' V W In M I U Z © ,/ / ,, / " f /'r r' Z i % / , f PAL f / r /' f /" C L r'' I- f. EMOVE r f / - r / I�, C7 / z f %= 0' ,' r 6 / /lull ,r - r r f 3 iA OW �{ Y/ - 1A r r I PAL I�1 i/f /y i J / " ti �k: 1:. ' /�✓f / ,f' ..'" 3"d"LAUREti f 12.06 -J®/ j - LOT 10 ROMOVE k f f r' r ' f /% // /' PORTABLE SANITATION I�•0 3 13" #1111 CALM ;- �'�'` ar i. � r � I ' � / !� ❑ PALM - PALM A , LOT 13 SILT FENC AROUND CONSTRUCTION 517E - - -F2.19 _ 149.00' OF]3NI"1-NO 1 LOT 16 LOT 14 LIOT 15 BENCH ARK: SET MAGNAIL IN EDGE O PAVEMENT. ELEVATION =10.88' AVD 1988 DATUM I °. "A I Existing Site Plan A1.1 1� I-0" 0 2' 4' 6' 8' 10' 12' 14' 16' Existing Lot Coverage Calculations Lot Coverage Calculations Lot 7424 100.00% Lot 7424 100.00% Existing Impervious Roofed Structures 1317 17.74% Proposed Impervious Roofed Structures 2291 30.86 0 Existing Pervious Driveway 1387 18.68%/ Proposed Impervious Roofed garage Structures ` 599 8.07% Existing Impervious Additional Concrete 776 10.45% Proposed Impervious Pool Coping Concrete 300 4.04%' Existing Total Impervious 3480 46.88% Proposed Pervious wood Pool deck @ 903 0 0.00% Proposed Pervious Driveway @ 924 * 50% 462 6.22% Max Lot Coverage 3712 50.00% Proposed Impervious Additional Concrete 18 0.24% O n -- Proposed Total Impervious 3670 49.43%; NJ 1 W LOT 7 N� LOT 8 148.0101 LOT 8 SE 1/2" IRON PC E, LB3672 PALM AC new fence and 94" drainage lines 41.0° ads ?' gate drainage lines 5' SIDE YARD SETBACK 61-611 LOT 10 I ----- - Garage 2'-0" 1 ' O" 1 60'-011 6 151 0" 4 -- - In Pool W i O ( ,fro U. 9" PALM ;.. -_- — F Q 0 z 1A CC3 O 5' 11 i ', - _ -- -- V ( O U W U 0 `1.'s , 0 599 SQ F r -- v I ALM .) 000 < <� O��e%O ? I ^,< 1 l O v 1?= �,Ov ° x000 CO' 'v ,'+'U �iC'OC>C �>✓\ G) ;Oc�LOUr✓OO:; i I deck ' � Iwood .: � i I pervious pave pavers o I , I' pervious P pavers / O .: ,,,' >'~O v; I I ( L�,, � � i — — — ° (><> � c> �^,> <;> ti 011 CZL- ---_ 0 ------------ — — drainage line 10' SIDE YARD SETBACK" ; --> r -- -----_ �;1 ,�, ,.'�^ r, �,>`r' �v �., � , 'r� ,, �' „^� ,,� ♦ , zrr�.t>> .omatle ate pervious paver� 5�00* LOT 1 O ( 461 � _ > OK' ti � D< 00' 04 o 0 z 0 .0, 0<> 0 f? � 1 (> �, �o strips concrete 13' - — - PAL 1111 PALM PALM Q N m W LOT 13 149.00' N 0 N LOT 16 & LOT 14 LOT 15 N I New Site Plan .B°. A1.1 11 1/8 „ I,�II 0 2' 4' 6' 8' 10' 12' 14' 16' , r a F, El u C E ,.0 -0 00 'tea M N 6r't 42 N C Ib M ; '� //•�� V1 M E LL -0 N N C Ib M ; '� //•�� V1 M ,U W✓ C dS � c� v 'p ro E > �v 0E m —o to U M O v� v ._ In Ln v° ri o n Q