The URL can be used to link to this page

158 16TH ST - PERMIT RES18-0056 (2)I"SLOPE I COVERED PORCH DINING 1FIRST FLOOR PLAN LIVING ROOM CLOSET BEDROOM 2 VT OC -JY OE:siC-jN, Inc. Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 © 2017 Ogy Design, Inc. OSSI HOMES AND DEVELOPMENI Date aLKI Single Residence 158 16th Street, Atlantic Beach FIRST & SECOND FLOOR PLANS Project Number 2017.10.3 Date 12/19/2017 Drawn By Ov Checked By Ov A1 01 Scale FIRST FLOC WINDOWS rfl 0 ®o ®o �o C? 60 3k6' 315' 2'6x5' 2k5' o v v c i+> N SECOND FLOOR N N N O WINDOWS O 0 0 0 SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG WINDOW WINDOW WINDOW WINDOW WINDOW W/ SAFETY GLAZING ALLIDOOR TYPES TO BE SELECTED BY OWNER WINDOW & DOOR SCHEDULES 3 STAIR DETAIL, TYP 1 1/2" -V -O" GUARDRAIL @ REQUIRED ROOF VENTIATION CALCUR TIONS TOTAL NET FREE VENTILATING AREA: 1/ 150 OF VENTILATED ATTIC SPACE ROOF VENTILATION BASIS OF DESIGN: 'CORA-VENT' ROOF VENTILATION SYSTEMS, OR APPROVED EQUAL 9 d FLOOR ROOF VENTILATION CALCULATIONS CALCULATION ATTIC AREA= 1,1765F 2.05D S'"1 = 13.7 IF 137 SF x 144 = 1,974 sq. in . PROVIDE SVR FOR INTAKE (ROOF EAVE VENTS) = 9871. in. PROVIDE 50RFOR EXHAUST (RIDGE VENTS)= 987 sq. in. INSTALL AL INTAKE/ EXHAUST VENTS PER MANUFACTURER'S RECOMMENDAPON MER v I � ROOF PLAN COMMUNITY DEVELOPMENT ! P ROVED OC -JY DSSIC,N, Inc. Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 (0 2017 Ogy Design, Inc. OSSI HOMES AND DEVELOPMENT No. Description Date Single Residence 158 16th Street, Atlantic Beach ROOF PLAN, W&D SCHEDULES, & TYP. STAIRS DETAIL Project Number 2017.10.3 Date 12/19/2017 Drawn By ov Checked By ov A201_ SCOIe DOOR SCHEDULE MW DOORSVE REIAAFM 1 16'-0"x8'-0' GARAGE DOOR 2 PAIR 3'-0"x8'-Ok13/4' ENTRYDOOR 3 PAIR 3'-0"x 8'-O'k13/4" PORCH DOOR 4 PAIR 2'-6"z 8'-0'kl 3/4" PORCH DOOR 5 PAIR 3'-0"x 8'-0'k1 3I " BALCONY DOOR b 3'9'z B' -V'113/4 20 N. FIRE -RATED B W/ SELF -CLOSURE 7 2$'x8.ONI 314- /4'6'z8'-0"x e S D x1 3/8" 9 PAIR 2' -6"x8' -0'x13/8' CLOSET DOOR 10 2'4'x8' -0"x13/8" 11 2'-4' x 8'-0" x 1 3/8" POCKET DOOR 12 2' -0'X8' -0"X13)8" ALLIDOOR TYPES TO BE SELECTED BY OWNER WINDOW & DOOR SCHEDULES 3 STAIR DETAIL, TYP 1 1/2" -V -O" GUARDRAIL @ REQUIRED ROOF VENTIATION CALCUR TIONS TOTAL NET FREE VENTILATING AREA: 1/ 150 OF VENTILATED ATTIC SPACE ROOF VENTILATION BASIS OF DESIGN: 'CORA-VENT' ROOF VENTILATION SYSTEMS, OR APPROVED EQUAL 9 d FLOOR ROOF VENTILATION CALCULATIONS CALCULATION ATTIC AREA= 1,1765F 2.05D S'"1 = 13.7 IF 137 SF x 144 = 1,974 sq. in . PROVIDE SVR FOR INTAKE (ROOF EAVE VENTS) = 9871. in. PROVIDE 50RFOR EXHAUST (RIDGE VENTS)= 987 sq. in. INSTALL AL INTAKE/ EXHAUST VENTS PER MANUFACTURER'S RECOMMENDAPON MER v I � ROOF PLAN COMMUNITY DEVELOPMENT ! P ROVED OC -JY DSSIC,N, Inc. Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 (0 2017 Ogy Design, Inc. OSSI HOMES AND DEVELOPMENT No. Description Date Single Residence 158 16th Street, Atlantic Beach ROOF PLAN, W&D SCHEDULES, & TYP. STAIRS DETAIL Project Number 2017.10.3 Date 12/19/2017 Drawn By ov Checked By ov A201_ SCOIe N ELEV: 30619' - - - - - - - --�t.O. Rr OOF ABOVEGRADE--------- i JUNG W/ GUARDRAIL @ 36". rrpmTrc- '. ALL RAILINGS $ELEV: 11'-9 7/8• SECOND FLOOR ELEV: la -1 W ER T -- Pu-- ELEVE 0'4Y KRY $TE{ppR FLEv: 3a-9' _ T.O. ROOF ABOVE GRADE — — — — — — — — `L ELEV: 2a-11• TRY U559.-RlPG- - PLATE WISELEV TFLOOR V FRONT ELEVATION 1 1/4"_1. D" 1 i 2 RIGHT SIDE ELEVATION ;?YI------ LSHING HBERGLASS SHINGLES, TYP. 11 i BRACKET BL 246575, Al COMMUNITY DEVELOPMENT APPROVED DECORATIVE COLUMN GEOMETRY OC -JY OSSICiN, Inc. Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 G 2017 Ogy Design, Inc. OSSI� HOMES AND DEVELOPMENT No. Description Date Single Residence 15816th Street, Atlantic Beach FRONT & RIGHT SIDE ELEVATIONS Project Number 2017.10.3 Date 12/19/2017 Drawn By ov Checked By off/ A301 Scale 2 REV: 30'-9•' TYR TYP. ,b EtEV: 30-9•' t01 'PTO pROFA8bVEGRADE — — — — — — — 4D7 — — — — — I I I j I II II II II I _ _(TE1.%20•�-It•' -- RUST ---G-- — --*-FI,OOR --J..�k-- RST FL — KCAK UtVAIJUN t/r=r-o• 1> SIDE ELEVATION COMMUNITY DEVELOPME APPROVED OC,Y OSSIC,N, Inc. Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 (c) 2017 Ogy Design, Inc. OSSI HOMES AND DEVELOPMENT Date Single Residence 158 16th Street, Atlantic Beach REAR & LEFT SIDE ELEVATIONS Project Number 2017.10.3 Date 12/19/2017 Draw" By ov Checked By Ov A302 Scale SITE PLAN LOT 14 BLOCK 63 AS SHOWN ON PLAT OF MANDALAY AS RECORDED IN PLAT HOOK 10, PAGE 11 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. RAPHIC SCALE 0 15 30 ( IN FEET ) 1 inch - 30 ft. ® DENOTES FND 1/2" I.P. NO I.D. UNLESS OTHERWISE NOTED X 0.00 - DENOTES EXISTING HARD ELEVATION X 0.0 - DENOTES EXISTING SOFT ELEVATION DENOTES BENCHMARK ELEVATION AS NOTED ® - DENOTES TELEPHONE RISER COMMUNITY DEVELOPMENT DENIED FINISH FLOOR TO BE 1.3 FT. ABOVE THE ELEVATION 10 FT. AWAY FROM BUILDING AND 0.8' FT. ABOVE THE GRADE ADJACENT TO BUILDING. FINISH GRADING MUST MAINTAIN THE EXISTING DRAINAGE PATTERN AND NOT BLOCK DRAINAGE FLOW OR IMPACT ABUTTING PROPERTY. 16TH STREET (40' RI'N) N85'00 00 E---- -�' 20.00' 20.00' a INr. om 4 o C� L6 a L1 4 4 _L5- 886.6 l (10.7) 3'X3' � S PPING ST LEADWALK O C� tl7 I; 1 4 8.50' 4.50 2 20.50 e, 11.4 d(11.4) 11.4 w M 1. BEARINGSARE ASSUMED ON THE SOUTHERLY ROADWAY OF 18TH STREET AS BEING N85'00'00'E (L1). 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVO 198& 3. THE LAN S SHOWN HEREON UE WITHIN FLOOD ZONE "X' AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY NUMBER 120075, PANEL NUMBER 0409H, DATED, JUNE 3, 2013, THE FLOOD ZONES SHOWN ON f IS SITE PLAN ARE SCALED OFF OF THE F.E.M.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY. THE F.I.R.M. INFORMATION AND DELINEATIONS ON THIS SITE PLAN ARE VAUD ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION, INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5. NO UNDERGROUND FOUNDATIONS DR UTILITIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS, DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7. THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1"-30' OR SMALLER. 8. ENTRIES PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED & NOT ENCLOS ID. 9. UPLAND UFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. 10. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12. THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13. UNLESS A COMPARISON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWISE NOTED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17. THIS IS NOT A BOUNDARY SURVEY. 18. PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CIVIL CONSTRUCTION PLANS. THERE IS A MAXIMUM 2X SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT COUNTY AND ADA STANDARDS. CROSS SLOPES SHALL BE NO MORE THAN 2X. THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19. DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 20. BOUNDARY AND TOPOGRAPHY BEING SHOWN AS PER SURVEY PERFORMED BY BARTRAM TRAIL SURVEYING, INC. JOB #1199-17-005, DATED DECEMBER 19, 2017 E�I 7.00' ENTRY W , PROPOSED Too STORY RESIDENCE w. F.F. ELEV. 13.30 m m TYPE 'B. � K b, 35.00' X 60.00' 0 X i o 110 20.00' pyCO RED m 8.50' 10 11 0 a• POR'.CH:: � 15.00' XA 1 20. � �-- • ' Seo 0 LpT 14 BW{ 83 � o• L2 11.1) LOT 9 11.1 BLOCK 133 10 X X X (XX.X) DENOTES EXISTING ELEVATION XX.X DENOTES PROPOSED ELEVATION �-� DENOTES DIRECTION OF FLOW DENOTES PROPOSED CONCRETE 346.26'(C) 171.26' (C) T. - L7 Le 664 (1111.4 ELEv-11.,4 .4) aaR,IER OF LOT 12 • 13 ]1.4 9 �12.r� 6.50' L 2-Q ,Vo X ... o A/C LINE TABLE �r io r 0 DIRECTION -3 W r �~ WO ywUt M 1. BEARINGSARE ASSUMED ON THE SOUTHERLY ROADWAY OF 18TH STREET AS BEING N85'00'00'E (L1). 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVO 198& 3. THE LAN S SHOWN HEREON UE WITHIN FLOOD ZONE "X' AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY NUMBER 120075, PANEL NUMBER 0409H, DATED, JUNE 3, 2013, THE FLOOD ZONES SHOWN ON f IS SITE PLAN ARE SCALED OFF OF THE F.E.M.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY. THE F.I.R.M. INFORMATION AND DELINEATIONS ON THIS SITE PLAN ARE VAUD ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION, INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5. NO UNDERGROUND FOUNDATIONS DR UTILITIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS, DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7. THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1"-30' OR SMALLER. 8. ENTRIES PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED & NOT ENCLOS ID. 9. UPLAND UFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. 10. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12. THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13. UNLESS A COMPARISON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWISE NOTED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17. THIS IS NOT A BOUNDARY SURVEY. 18. PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CIVIL CONSTRUCTION PLANS. THERE IS A MAXIMUM 2X SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT COUNTY AND ADA STANDARDS. CROSS SLOPES SHALL BE NO MORE THAN 2X. THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19. DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 20. BOUNDARY AND TOPOGRAPHY BEING SHOWN AS PER SURVEY PERFORMED BY BARTRAM TRAIL SURVEYING, INC. JOB #1199-17-005, DATED DECEMBER 19, 2017 E�I 7.00' ENTRY W , PROPOSED Too STORY RESIDENCE w. F.F. ELEV. 13.30 m m TYPE 'B. � K b, 35.00' X 60.00' 0 X i o 110 20.00' pyCO RED m 8.50' 10 11 0 a• POR'.CH:: � 15.00' XA 1 20. � �-- • ' Seo 0 LpT 14 BW{ 83 � o• L2 11.1) LOT 9 11.1 BLOCK 133 10 X X X (XX.X) DENOTES EXISTING ELEVATION XX.X DENOTES PROPOSED ELEVATION �-� DENOTES DIRECTION OF FLOW DENOTES PROPOSED CONCRETE 346.26'(C) 171.26' (C) T. - L7 Le 664 (1111.4 ELEv-11.,4 .4) aaR,IER OF LOT 12 • 13 ]1.4 9 �12.r� 6.50' L 2-Q ,Vo X ... o A/C LINE TABLE LINE DIRECTION LENGTH L7(P)(M) N85'00'00'E 50.00 L2(P)(M) N85'00'00"E 50.00 L3(P)(M) N5'00'00"W 100.00 L4(P)(M) N5'00'00"W 100.00 L5(P)(M) S85'00'00"W 50.00 L6(P)(M) S85100'00"W 50.00 L7(P)(M) S85'00'00"W 50.00 r to GO r w GD i ,0e X 6.50' X �. .1, X14 , - (10.4) 10.4 1^M1 X LOT 10 BLOCK 83 IMPERVIOUS COVERAGE IMPERVIOUS Sq. Ft. LOT Sq. Ft. X 2,500 Sq. Ft. 5,000 Sq. Ft. 50.OX BUILDING COVERAGE COVERED Sq. Ft. LOT Sq. 2,059 Sq. Ft. 5.000 Sq. Ft. I 41AX REVISION A: REVISED SITE PLAN - UPDATE HOUSE (1/24/16) (DOG) PREPARED FOR:OSSI HOMES CERTIFIED TO:OSSI HOMES ..� -moa, a..Mldca"nR°maoi.a ...o "'�`maaw Nw BARTR.AM TRAIL SURVEYING INC. !Or - Oplp OZ 6 rNOOO OMIOICI in.l flml ll/1 - OVIOIp NIOR 6 Y W - mM16 p,nNL RIOOD ®( M. - OFIIOIF3 MOi T MC - OdOaf MNANINL atlNn i P.GG - OOIOp POMP v IOPoIIIY OIIWlIIa .LF(- Ed08 2N GOOD! `" LAND SURVEYORS -PLANNERS -LAND DEVELOPMENT CONSULTANTS P. -oonTn raxr v v - .O -Donn roar v TYN[ a - Dann ram ' 1501 COUNTY ROAD 315 SUITE NO. 108 (904 284-2224 PY MNL _ Dexon rNa01 aI6nM wL rt _Donn roM, v rNMmLY P... oo .0 N«o GREEN COVE SPRINGS, FL 32043 FAX 904 284-2258 P.La MIR awwYa ODI. -mon me.MwnoM xTi -moat MOT ro N/N - mnn Mor wwrxyNwwac °"" 6 °"""` - � " m °"°" CERTIFICATE OF AUTHORIZATION LB #89 1 [l - OBglef en•OC COLLA - OOnn QAY 011"lY MTe1TY W e�aaT COPYRIGHT 0 2017 mL -111100 ORN110e CIA - ODIOn OAY -w rs.N1. - aololy now Nxo uwr aariO - oexoo v vn ren wxNmnx Onacr NOTATION: F.I.R.M. FLOOD ZONE uw -mon uTTa v'wv NxooMort 'I HEREBY CERTIFY, that this survey graphically represents X (N/A) YA-mon x. wnoN�oNw Y 9 P Y P The survey hereon was made without benefit of abstract or W/ ELEVATION: ""Y'P °"06Na° •xiJ10"" the results of a field survey made under m responsible Y Y P search of title, and therefore the undersigned and Bartram O -Damn oNlw 1_ooloo ua direction and complies with the latest Standards of Trail Surveying make no Certifications regarding information PANEL NO.: Practice for Surveys as promulgated b the Florida State 120075 0409E 6/3/13 -mMirNi<am �=Oom'ion6'mvN,u Ys P 9 Y shown or not shown hereon pertaining to easements, claims ��•� Now mon em Board of Professional Surveyors and Mappers, Chapter Ie1010 "OM NPr �a-OenID 116la1rATlOI Yo PP , Per of easements, Rights-of-way, setback lines, overlaps, a m a as manr"",, 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other FB/PG 1208/68-89 w _I� xw`oan statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. mnn rxr m�i in Mo,uert u An DATE: SCALE: mno ANr oaMi. cr u,e�t oonomo maw DECEMBER 19, 2017 JANUARY 2. 2018 This survey is prepared and certified for the exclusive use of 12/19/17 1"m30' ,e m owW, FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the signature and PROJECT NO.: REVISION: the original raised seal of a Florida licensed surveyor and 1199_17_005 A THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DDM CHECKED BY: DBG SHEET 1 OF 1 t r s i DENOTES7► HARD i. a •. f SOFT • 4M DENOTES a al i1 - OM07ES TELEPHONE RISER N85W'!O►"E L5 0 APPROVED (J ar moor �' o ,. , A > ,��.. IICo•�+r o� �.,qjMV AS CM KIM0 3 F1ZVAlldls v 0MM Owl A11E SUM al MA1lQ f Ulamm EANK 11!]l 11ON 1MtnaouMIA�Ak1lMI�OstM1Al,l"UR44MMA1.9 MAP dullC li11�7ltlCxsD ori a s�nA sJltil6 �IAIs AIIG AM[ /al 0lEi4own or�.r. SIE rued. noM AND lllltAtlrilla oar lass IM- M�M� AIK wltlo allx rm lAl►fE>>I u► f17 Alp w�q fkE 0lAY! >l rnr KA*t MAY M11K ssD! � y�p1y Arlo fills iM$ fMAY � lxtit wows ulouto et > f boMryrM0 n1a RlIIE AM RUM ON MA%9 1"ML Y,RiIRi i*4M IWO :.. V,M ll AUnN�� Q10,1130 MFOWAAMI ACM To 1PMS Mp.+ AMA* Do Cr 1-.W Ca SAMLUL INA/10 � AS [K1DMN NR VVM AT A /�pWTO 111EM1J 10 J EjRl4CM l Cmi3 UM k �' , OIM}'JlrQli 1NE 011 M'i1E:1' Alit 0]E000IIIIOt 1•AR1! fli[�Ci Ill. POW su no � f>lA.r Rd► !Ol[ iAMoe AS CEs�p OT is w0lt A Lrt1lf01M7ATE OF 11I m alt 11Si0QY qF "Ail1 ES: It tope sm 3"W rr>IS own TO 0l1J AIT OR amort AM ME1LAMo� tTAiI.Y t ODAtlIIAAE ltAMrAOS All wlbgl¢lllMy�l ANiE'i or AiOx wa fEtltllff,��.. 5TA�}E�, Iss�r_oM�r AR LACI *Dfty, or ymw NE1�amsom N 00 OW" DOM AM AMY UJM16lNl1i I�ElN,1v: +�+.��I�an � NOT 7w lv 1 1AiX" A OdM'At!!p1 b IA111� 04[A114R.�! AM0 Gffl MCEf ARE cilRllT�M VM RAT V t4, we aw MLJW Lt em till "m A! A t1r tllE a>� M A0we N�1 11t AR! AS oElIC4fID ww" AOR 7 TO 1w Ibom i1M.M 01llMlik. ii 1a ALL AtJU.fe +sr +.r rrrw ,r.........�...�. ,S ;a x L04E TAM (XXX) DENOTES EXISTING ELEVATION XM DENOTES PROPOSED ELEVATION DENOTES DIRECTION OF FLOW -:.DENOTES PROPOSED CONMTE 34s.26'(C) 171.26'(C) PJB Lf 10� �- s ' 14 m c SITE PLAN LOT 14 BLOCK 63 AS SHOWN ON PLAT OF MANDALAY AS RECORDED IN PLAT BOOK 10, PAGE 11 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. *DENOTES FND 1/2" I.P. NO I.D. UNLESS OTHERWISE NOTED X 0.00 - DENOTES EXISTING HARD ELEVATION X 0.0 - DENOTES EXISTING SOFT ELEVATION DENOTES BENCHMARK ELEVATION AS NOTED ® - DENOTES TELEPHONE RISER N85'00'00"E CL INT. 0 L L6 5 o++ ��. L Y'rB.5a. d 11.4. FINISH FLOOR TO BE 1.3 FT. ABOVE THE ELEVATION 10 FT. AWAY FROM BUILDING AND 0.8' FT. ABOVE THE GRADE ADJACENT TO BUILDING. FINISH GRADING MUST MAINTAIN THE EXISTING DRAINAGE PATTERN AND NOT BLOCK DRAINAGE FLOW OR IMPACT ABUTTING PROPERTY, 16TH STREET 3 ;� `" ( (`l0' R/W) �r r �-3 r co (P co 1. BEARINGS ARE ASSUMED ON THE SOUTHERLY ROADWAY OF 16TH STREET AS BEING N85O0'00-E (LI). 2. OF AINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3. RE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE "X' AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY NUMBER 120075, PANEL NUMBER 0409H. DATED, JUNE 3. 2013, THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.E.M.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY. THE F.I.R.M. INFORMATION AND DELINEATIONS ON THIS SITE PLAN ARE VAUD ONLY FOR DATES UP TO AND INCLUDING THE DATE OF TiIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5. NO UNDERGROUND FOUNDATIONS OR UTILITIES k NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS. DELETIONS AND70R ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY E SIGNING SURVEYOR. 7. THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'-30' OR SMALLER. 8. ENTRIES h PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED do NOT ENCLOSED. 9. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED., 10. IMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11. IS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12. HIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE ARE S, WILDLIFE HABITATS OR JURISDICTIONAL ONES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOA D, AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBIUTY OF E UNDERSIGNED. 13. NLESS A COMPARISON IS MADE. MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. IS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. UILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLE S OTHERWISE NOTED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. EA 16. LSE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17. HIS IS NOT A BOUNDARY SURVEY. 18, UBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CIVIL CONSTRUCTION PLANS. THERE IS A MAXIMUM 2X SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT COUNTY AND ADA STANDARDS. CROSS SLOPES SHALL BE NO MORE THAN 2X THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THRCUOH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19. CRANAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSION S. IME SIONS. 20. BOUNDARY AND TOPOGRAPHY BEING SHOWN AS PER SURVEY PERFORMED BY BARTRAM TRAIL SURVEYING, INC. JOU 199-17-005, DATED DECEMBER 19, 2017 f X µ.T a9 X� X LINE TABLE A: REVISED SITE PLAN - UPDATE HOUSE (1/24/18) (DOG) LINE DIRECTION LENGTH L1(P)(M) N85'00'00"E 50.00 L2(P)(M) N85'00'00'E 50.00 L3(P)(M) N5'00'00"W 100.00 L4(P)(M) N5'00'00'W 100.00 L5(P)(M) S85'00'00'W 50.00 L6(P)(M) S85OO'00'W 50.00 L7(P)(M) 585'00'00"W 50.00 (XX.X) DENOTES EXISTING ELEVATION XA DENOTES PROPOSED ELEVATION DENOTES DIRECTION OF FLOW DENOTES PROPOSED CONCRETE 346.26'_ %M 171.26' (C) EOV•v11. CORRR1 OF LOT 12 k 13 r.mr 0 wCz [ 0` \M1 X LOT 10 BLOCK 83 IMPERVIOUS COVERAGE IMPERVIOUS Sq. Ft. LOT Sq. Ft. X 2.500 Sq. Ft. 5,000 Sq. Ft. 50.0% BUILDING COVERAGE COVERED Sq. Fl. LOT Sq. Ft. I X 2,059 Sq. Ft. 5,000 Sq. Ft. 141.1% �ci REVISION A: REVISED SITE PLAN - UPDATE HOUSE (1/24/18) (DOG) PREPARED FOR:OSSI HOMES CERTIFIED TO:OSSI HOMES tw - [V - R/Y - eunua ass+anl um tur -mars aMr of sn mDF �lA1pt"r rJ. - DOIDn I".1 Ildpl t1Wi 6 MY DA - Dean O"aK Ifldtl IJ•J. BARTRAM TRAIL SURVEYING, INC. P.aA - -1 -TMC - mMM[f MAlt1Al O"IID lOYIr 01 mWM aI1VAlYl. irM(- JG fA.lfiMi P.l - !.a - 14Mf O alYlCCtfl11 d - MIi OF OtIYANK - DYDl6 Will[ LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS P.La - !M M/L _ P.tM. - n IAlt.l amax MIL P.T. _ Dilpri PD•Ii a iAMmY. '°"i "r"" °"'°'""` IIO�OIM LrLNMI MID WAltll 1501 COUNTY ROAD 315 SUITE NO. 108 (904 284-2224 !.0 - ru - wa ■MnawM Dom. - man m .cAsw MDi ro snu WA - mem NDi .IfRlGtlL/AWIW! GREEN COVE SPRINGS, FL 92043 FAX 904 284-2258 CERTIFICATE OF AUTHORIZATION LB #6991 14F. - aw - uun rAtarxl rAKM - man r sono o urasl"lom DSAtIAa [Asomlr o aAr mm�so DDDrowrrc COPYRIGHT © 2017 l+.u. - j.`av'a"'0-I - eooA loss Ito usr �TM s Mw otU no M.ti�o wwr D.w " graphically represents I HEREBY CERTIFY, that this survey Y 9 P hicall Y NOTATION: The survey hereon was made without benefit of abstract or F.I.R.M. FLOOD ZONE W/ ELEVATION: X (N/A) ""Y•a"�A�AMDA"r the results of a field survey made under m responsible Y Y P search of title, and therefore the undersigned and Bartram PANEL No.: 120075 0409H 8/3/13 a _Dram �_ manus direction and complies with the latest Standards of P � Surveying regarding Trail Surve n make no Certifications re ard(n information QQtt ^A�c�ssm _ m0°gn Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements, claims pcf_ SDA m aM 000°met m"serw`rm Board of Professional Surveyors and Mappers, Chapter of easements, Rights-of-way, setback lines, overlaps, FB/PG: a-Doarsinn .D" w -Doan! n 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other Y P 9 1208/88-89 "- statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. DATE: 12/19/17 SCALE: 1'-30' i- exv marc soxllar u ,aMn t/ir an u,sisl MM.n .Mo rtM.rA M. A. MDn mars m r t,r DECEMBER 19, 2017 JANUARY 2, 2018 This survey is prepared and certified for the exclusive use of a W aorma�"wnc -� nr FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client Hamad hereon and the survey ma and report of Y P P PROJECT NO.: REVISION: the copies thereof are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. 1199-17-005 1 A THOMAS P. HUGHES, P.L.S. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DDM CHECKED BY: DBG SHEET 1 OF 1 SITE PLAN LOT 14 BLOCK 63 AS SHOWN ON PLAT OF MANDALAY RECORDED IN PLAT BOOK 10, PAGE 11 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GR PHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. ® DENOTES FND 1/2" I.P. NO I.D. UNLESS OTHERWISE NOTED X 0.00 - DENOTES EXISTING HARD ELEVATION X 0.0 - DENOTES EXISTING SOFT ELEVATION DENOTES BENCHMARK ELEVATION AS NOTED ® - DENOTES TELEPHONE RISER FINISH FLOOR TO BE 1.3 FT.ABOVE THE ELEVATION 10 FT. AWAY FROM BUILDING AND 0.8' FT. ABOVE THE GRADE ADJACENT TO BUILDING. FINISH GRADING MUST MAINTAIN THE EXISTING DRAINAGE PATTERN AND NOT BLOCK DRAINAGE FLOW OR IMPACT ABUTTING PROPERTY. 16TH STREET (40' R/W) N85'00'00"E _ _ -...............- -II -.� 20.00 20.00' EDP 0 I L6 L5___------ �o � 0 � I d '1 to t, o (10.7) LQ.Z AP VED X♦o20 r -- en++wUNX FET" HFA' �( (11.1) LOT 9 BLOCK 83 [FNFRA NOTESNOTES- �� X 1. BEARINGS ARE AS MED ON THE SOUTHERLY ROADWAY A 1819 STREET AS BEING N85'00'00"E (L1). �fv� ,'/'// 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1986.`„ f( I/�6v,/f/ 3. THE LANDS SHOWN HEREON LIE WITHIN FLOW ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY UMBER 120075, PANEL NUMBER 0409H, DATED, JUNE 3, 2013, THE FLOOD ZONES SHOWN ON 1 IS SITE PLAN ARE SCALED OFF OF THE F.E.M.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY. THE F.I.R.M. INFORMATION AND DE INEATIONS ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN. TiERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRI S SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY, DEPARTMENT OF PUB C WORKS. 4. FLOOD MAPS REFSF -NCED HEREON ARE BASED ON NAVD 1988. 5. NO UNDERGROUND OUNDATIONS OR UTILITIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS, DELETI S AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHOR1 ED BY THE SIGNING SURVEYOR. 7. THIS MAP IS INTENI ED TO BE VIEWED AT A SCALE OF 1"-30' OR SMALLER. B. ENTRIES & PATIOS )EPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED & NOT ENCLOSED. 9. UPLAND BUFFERS JACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. 10. DIMENSIONS ARE FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERIIFlCATE OF TITLE, ZONING, EASEMENTS DRPLAN FREED OF ENCUMBRANCES. 12. THIS SITE W S NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE NASI ATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMISS ON OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13. UNLESS A COMPAI ISDN IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES, 14. THIS SITE PLAN 15 BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. BUILDING AND IM OVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWISE N4 TED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17. THIS ISNOT A B NDARY SURVEY. 18. PUBLIC._ DEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURP S ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS EFER TO THE MOST CURRENT SET OF CIVIL CONSTRUCTION PLANS. THERE IS A MAXIMUM 2X SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT COUNTY AND ADA STANDARDS. CROSS S.OPES SHALL BE NO MORE THAN 2% THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEW Y APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19. DRAINAGE STRUC JRES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 20. BOUNDARY AND T OGRAPHY BEING SHOWN AS PER SURVEY PERFORMED BY BARTRAM TRAIL SURVEYING, INC. JOB X11199-17-005, PATED DECEMBER 19, 2017 REVISION A: REVISED SI PLAN - UPDATE HOUSE (1/24/18) (DBG) PREPARED FOR: SSI HOMES atl. -own WAISM Molllaaa =- mop IM o rn wo - mane retro M - D o - arta - - eawla Q -map a" 0 MM9all I!. - mOp IeMI Ilml 11/1 - assn "1111 O MY ar - maw 1® tea V. - fOap aA1Ia Polr ri - MYIK YWaMM[ P.ta - Daap rD11I O mWi 111[ .v'[ - maTO iA GOprt 0. rT. - OYala ®IlIOR map Maf11MVL P.L _ aaam ran o YlrpL•aa _ - Dao .Da P.t -soap roar a aammlc - mmo YauYc PJIG -map AMI Tilos 1R PY YAL -mom rMlal rlxa alt rr. _ Dasa Parr a/ rAYaaeY P.tK - assn rlalOroK AMO YMVS PAAK -map IlpvoM. IAIo sort -asap aalalY' lel KTl - OOgn Yn N aCALe II/A -amp MDT APnlAWAW VMI. - arms YLaLt M COala ri - Dano aeewc c LA -map aAr astir u>un Au us -Dema ucm rAmlr - Danm rlmlr m -man eALIw1[ rAlearr Doc - aoal" uwnMlola rA�o1r ctt -map aAr .amwo avru rr.Al. - aeap naw rDpl Mo r alto -map ar Aa111 r1n w YMMma1I Drnacr mom ar YM Maaal 6aL1 VII - mop M DAILY AY -0. - lama MDIIY AYaYW W11a1 :ILA - aaam 119aAL eYama.T T Amax AK -map neo YaIMM10E ME YM Dcom orK Iclaa 1lAT map ap -man YrAeulao � map tYML man CMaIAIm o.M w1 1m . -mala III PP[ L0. 011laaa 10aIw"ION - map IEIL Ip[ PD aL11Dlo l - Daoa KaYYI 1 IOpa O rw 1 -mala YM.tlle +- map Yrul uc i-map .�M• macs ao1rGITAr u NVMD -may �•u• salons u 1ar1 i= � ."Yxr Y � wino 0o Ar lap i-map Ilmltt raaal rata Y: - mm0 YDW[ - mop Lm aAa1a wAM rm -mom not MATnp X X LINE TABLE IMPERVIOUS Sq. Ft. LINE DIRECTION LENGTH L1(P)(M) N85'00'00"E 50.00 L2(P)(M) N85'00'00"E 50.00 L3(P)(M) N5WOO"W 100.00 L4(P)(M) N5'00'00"W 100.00 L5(P)(M) S85'00'00"W 50.00 L8(P)(M) 585'00'00"W 50.00 L7(P)(M) S85'00'00"W 50.00 CERTIFIED T0:OSSI HOMES (XX.X) DENOTES EXISTING ELEVATION XX.X DENOTES PROPOSED ELEVATION �- DENOTES DIRECTION OF FLOW DENOTES PROPOSED CONCRETE 346.26'() 171.26' (C) L7 LB �EV,,•11.74 comaR OF LOT 12 & 13 -W oo n w C'0 X�h LOT 10 BLOCK 63 IMPERVIOUS COVERAGE IMPERVIOUS Sq. Ft. LOT Sq. Ft. X 2,500 Sq. Ft. 5,000 Sq. Ft. I 50.0% BUILDING COVERAGE COVERED Sq. Fl. LOT Sq. Ft. X 2,059 Sq. Ft. 5.000 Sq. Ft. 141AX BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 108(904 284-2224 GREEN COVE SPRINGS, FL 92043 FAX ((904 284-2258 CERTIFICATE OF AUTHORIZATION LB f 89 1 COPYRIGHT © 2017 NOTATION: F.I.R.M. FLOOD ZONE "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract or W/ ELEVATION: the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram dl t' d li Ith - PANEL NO X (N/A) Iz C -I t-1 rec on an comp es w e latest Standards of Trail Surveying make no Certifications regarding Information 120075 04099 6/3/13 Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements, claims Board of Professional Surveyors and Mappers, Chapter of easements, Rights-of-way, setback lines, overlaps, FB/PG 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other 1208/68-69 statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. w,a DECEMBER 19, 2017 JANUARY 2, 2018 This survey is prepared and certified for the exclusive use of DATE: 12/19/17 scALE: iM��, u, FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the signature and PROJECT NO.: I REVISION: the original raised seal of a Florida licensed surveyor and 1199-17-005 THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 1 DRAWN BY: DDM CHECKED BY: DBG I SHEET 1 OF 1 A SITE PLAN LOT 14 BLOCK 63 AS SHOWN ON PLAT OF MANDALAY RECORDED IN PLAT BOOK 10, PAGE 11 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GR PHIL SCALE 30 0 15 30 IN FEET ) 1 1wh - 30 ft. *DENOTES FND 1/2" I.P. NO I.D. UNLESS OTHERWISE NOTED X 0.00 - DENOTES EXISTING HARD ELEVATION X 0.0 - DENOTES EXISTING SOFT ELEVATION DENOTES BENCHMARK ELEVATION AS NOTED IN - DENOTES TELEPHONE RISER FINISH FLOOR TO BE 1.3 FT. ABOVE THE ELEVATION 10 FT. AWAY FROM BUILDING AND 0.8' FT. ABOVE THE GRADE ADJACENT TO BUILDING. FINISH GRADING MUST MAINTAIN THE EXISTING DRAINAGE PATTERN AND NOT BLOCK DRAINAGE FLOW OR IMPACT ABUTTING PROPERTY. 16TH STREET (40' R/W) N85'00'00"E -1 - _I� ��--- 20.00' 20.00' 0 ,a• 0 I a Ll Ll to 0 �r rp0 x DENIED I") /I L6 ,V (10.7) 14.Z 8.50,- (11.4) .50'-- (11.4) 11.4 '1mr 0 to w �T 6 ` 'oil (11.1) LOT 9 11.1 BLOCK 63 r;FNFRAI NOTEc_• 10 X 1. BEARINGS ARE ASSUMED ON THE SOUTHERLY ROADWAY OF 16TH STREET AS BEING N85'00'00'E (1-1). 2. DRAINAGE ELEVA11ONS SHOWN HEREON ARE BASED ON NAVD 1988. 3. THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE "X' AS DEPICTED ON THE FLOOD INSURANCE RATE MAPS fF.I.R.M.) COMMUNITY NUMBER 12[X)75, PANEL NUMBER 0409H, DATED, JUNE 3, 2013, THE FLOOD ZONES SHOWN ON IS SITE PLAN ARE SCALED OFF OF THE F.E.M.A. F.LR.M. MAPS AND ARE FOR REFERENCE ONLY. THE F.I.R.M. INFORMATION AND DELINEATIONS ON THIS SITE PLAN ARE VAUD ONLY FOR DATES UP TD AND INCLUDING THE DATE OF THIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5. NO UNDERGROUND FOUNDATIONS OR UTILITIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS, DELETIONS AND ANY WRITTEN INFORMAl10N ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY E SIGNING SURVEYOR. 7. THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'-30' OR SMALLER. B. ENTRIES & PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED & NOT ENCLOSED. 9. UPLAND BUFFERS JACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. 10. OIMENSIGNS ARE ' FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TIRE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12. THIS SITE PLAN W S NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABI17ATS OR JURISDICTIONAL ONES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMISSION OR OTHER ENTITY AND ANY UABIUTY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13. UNLESS A COMPARISON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. THIS SITE PLAN I BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY ONES UNLESS OTHERWISE NOTED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17. THIS IS NOT A BOUNDARY SURVEY. 18. PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CIVIL CONSTRUCTION PLANS. THERE IS A MAXIMUM 2X SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT COUNTY AND ADA STANDARDS. CROSS %OPES SHALL BE NO MORE THAN 2% THE PORTON OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19. DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 20. BOUNDARY AND TOPOGRAPHY BEING SHOWN AS PER SURVEY PERFORMED BY BARTRAM TRAIL SURVEYING, INC. JOB p1199-17-005, DATED DECEMBER 19, 2017 REVISION A: REVISED SIT)_ PLAN - UPDATE HOUSE (1/24/18) (DBG) ellammilL X X LINE TABLE IMPERVIOUS Sq. Ft. LINE DIRECTION LENGTH LI(P)(M) N85'OO'00"E 50.00 L2(P)(M) NB5'00'00"E 50.00 L3(P)(M) N5'00'00'W 100.00 L4(P)(M) N5'00'00"W 100.00 LS(P)(M) S85'00'00"W 50.00 L6(P)(M) S85'00'00'W 50.00 L7(P)(M) S85'00'00"W 50.00 (XX.X) DENOTES EXISTING ELEVATION XX.X DENOTES PROPOSED ELEVATION DENOTES DIRECTION OF FLOW DENOTES PROPOSED CONCRETE 346.26) 171.26' (C) L ELEV•=11.74 Cowell OF LOT 12 k 13 5 v"ti --- 10. 4) 19A 'M1 X LOT 10 BLOCK 63 IMPERVIOUS COVERAGE IMPERVIOUS Sq. Ft. LOT Sq. Ft. x 2,500 Sq. Ft. 1 5,000 Sq. Ft. 50.0X BUILDING COVERAGE COVERED Sq. Ft. LOT Sq. Ft. I x 2.059 Sq. Ft. 5,000 Sq. Ft. I 41AX x t� I z c-, M PREPARED FOR:'OSSI HOMES CERTIFIED TO:OSSI HOMES Mei" mNM/N. --OOIOO CMCDC FOMT MC - --mMI'I0AYY°"AILFK INOIMI�N1I1I0e"i0-1 �A BARTRAM TRAIL SURVEYING' INC. P.0.0 - EDDY FOM! Y OiPtlCq }MN[ ,NA -i - OOp1O ,f. f/iOfJlr LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS vx - mwo r"Nr v rlweFoi F.0 - mDo FONT P OlN1"TIINr - OOgTO YOIII[ F " 0O 0 6 POM 6 NF.o 1501 COUNTY ROAD 315 SUITE NO. 108 (004) 284-2224 or NAL _ ®n,u F."w1 NN%0 NAL I.T. - D"no 101, Q TAMmLY P.tIL - Op00 IONNOtlML ', AMC YIPIR P.Li -moo 11NC1�AL uwM Oo. - moo m.lcnw GREEN COVE SPRINGS M.ra -moo Nm To 1- wA -moa MDT APP -ARV- - 58 = D I'm um 6 M °41D*s a.r 0° TM �yTM ,D CE UIFICATE OF AUTHORIZATION LB #6991 DW= VOm• FACef]R - mar6 FAi1Oli Feglt -y LW" COPYRIGHT © 2017 INICNNCNMDo FANCCIR ccn -moo OAT ■hoc 000lw. rs.a - o6m6 ruaw rorel AIY r aw"-°6°ortJw'rinM Mwuare°°w"DT NOTATION: F.I.R.M. FLOOD ZONE uw - N"a10 u,a v Mw '1 HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract or W/ ELEVATION: X (N/A) "" ° °p�6N Ate" �"^■ the results of a field survey made under m responsible FrJw-oom6Fmwtn"Ne.. TACDICY Y Ysearch of title, and therefore the undersigned and Bartram FJ1LY. - CdOp 11TH" CM{A1,111rE MTfYM D_mnmawx r000nu" direction and complies with the latest Standards of Trail Surveying make no Certifications regarding information 120075 0409H 6/3/13 _omwoDln�m�� Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements, claims -o�e'n°oN�NO aoe°o°OMevr�DNM Board of Professional Surveyors and Mappers, Chapter of easements, Rights-of-way, setback lines, overlaps, FBG: _�6FACF6)OSAxN 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other 1408/68_69 r1-MDnm M,wou +-adoa "rnM UN: statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. • - OOYO CIN' OOIOER YONCBIN D6RIGTNM H MOOD • - MDCND CW Doan[ NOMNMI u ,HCl iDATE: SCALE: mno srr mw1 sa a ,Fr1 = mD,6.NM MMNaI i0M1D aDlmrw,NM AM MD.D�&��oM>; m®.,M DECEMBER 19, 2017 JANUARY 2, 2018 This survey is prepared and certified for the exclusive use of 12/19/17 1'=301 ooao use MDFroN MDMm Mr - Monm m NAx moo ur aA61N wA11 IED-MD1Cla fNO1 N111CS11MONIICN FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of oM"ns MA,a °`°` aurc oo - MMot6 cMFa aMTM¢ °°° " the copies thereof are not valid without the signature and P 9 PROJECT NO.: REVISION: the original raised seal of a Florida licensed surveyor and 1199-17-005 A THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DDM CHECKED BY: DBG SHEET 1 OF 1 SITE PLAN LOT 14 BLOCK 63 AS SHOWN ON PLAT OF MANDALAY RECORDED IN PLAT BOOK 10, PAGE it OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 0 15 ( IN FEET ) inch = 30 ft. 8 DENOTES FND 1/2" I.P. NO I.D. UNLESS OTHERWISE NOTED 30 X 0.00 - DENOTES EXISTING HARD ELEVATION X 0.0 - DENOTES EXISTING SOFT ELEVATION DENOTES BENCHMARK ELEVATION AS NOTED ® - DENOTES TELEPHONE RISER FINISH FLOOR TO BE 1.3 FT. ABOVE THE ELEVATION 10 FT. AWAY FROM BUILDING AND 0.81 FT. ABOVE THE GRADE ADJACENT TO BUILDING. FINISH GRADING MUST MAINTAIN THE EXISTING DRAINAGE PATTERN AND NOT BLOCK DRAINAGE FLOW OR IMPACT ABUTTING PROPERTY. 16TH STP ET (40' R/W) N85'00'00_E _ - 2D.OD �... 20.00'1 1 0 L5 ` ,� °"° (10.7) 0 '0 7 0 5�+ I tr1 8.50' (1 "1.4 mr 0 o7�cr W 7S r � w tJ1 rFNFR� NOTE• 1. BEARINGS ARE A SUMED ON THE SOUTHERLY ROADWAY OF 16TH STREET AS BEING N85'00'DO"E (LI). 2. DRAINAGE ELEVA DNS SHOWN HEREON ARE BASED ON NAVD 1988. 3. THE LANDS SHO HEREON UE WITHIN FLOW ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNINUMBER 120075, PANEL NUMBER 0409H, DATED. JUNE 3. 2013. THE FLOOD ZONES SHOWN ON f IS SITE PLAN AR: SCALED OFF OF THE F.E.M.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY. THE F.I.R.M. INFORMATION AND DELINFAITONS ON THIS SITE PLAN ARE VAUD ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUI IES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY. DEPARTMENT OF P BUC WORKS. 4. FLOOD MAPS R 7:RENCED HEREON ARE BASED ON NAVD 1988. 5. NO UNDERGROUND FOUNDATIONS OR UTUTES k NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS, DELE IONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTH IZED BY THE SIGNING SURVEYOR. 7. THIS MAP IS INT DED TO BE VIEWED AT A SCALE OF 1'_30' OR SMALLER. 8. ENTRIES k PATI >S DEPICTED AS EXTENDING INTO THE BUILDING RESTMC11ON LIMITS MUST REMAIN UNCOVERED k NOT ENCLOSED. 9. UPLAND BUFFER' ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. 10. DIMENSIONS AR. IN FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTFlCATE OF TITLE, ZONING, EASEMENTS OR FR CM OF ENCUMBRANCES. 12. THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HBITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMI ON OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGN D. 13. UNLESS A COM'ARISON IS MADE, MEASURED BEARINGS AND DHSTANCES ARE IDENTICAL WITH PLAT VALUES. 14. THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CUENT. 15. BUILDING AND I PROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY ONES UNLESS OTHERWISE NOTED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. PLEASE REFER THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17. THIS IS NOT A BOUNDARY SURVEY. 18. PUBLIC SIDEW KS DEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIDNAL PU POSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF GVIL CONSTRUCTION PLANS, THERE IS A MAXIMUM 2% SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL. AT A MINIMUM, MEET CURRENT COUNTY AND ADA STANDARDS. CROS SLOPES SHALL BE NO MORE THAN 270 THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRI -WAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO. PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES, ET".) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19. DRAINAGE STR CTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSONS. 20. BOUNDARY AN TOPOGRAPHY BEING SHOWN AS PER SURVEY PERFORMED BY BARTRAM TRAIL SURVEYING, INC. JOB /11199-17-005 DATED DECEMBER 19, 2017 REVISION B: REVISED TE PLAN - UPDATE EAVES (3/5/18) (DBC) REVISION A: REVISED SITE PLAN -UPDATE HOUSE (1/24/18) (DBG) PREPARED FO :OSSI HOMES �v - OOOIO qIT Pl TNmIL'f WP1.1 - m1010 �l�G„al s Im wncl�/�rwira ■ ewwoea n"I"cT ort � v lw iawol pat) was awr nau w*w WU001, NON.T car mno � - oonlo nw.lemx a o�awo m�a rw men "rix we rt mIilY..1101 N NOlfa rt u ,wi i IrlrAlgl N Malm� Is - alma - mom Noi nwlw m - ouolm oNra ,f. i1 7.00' ENTRY �I 3+ I DIRECTION LENGTH LI(P)(M) N85'00'00"E PROPOSED STORY RESIDENCE `A TWO F.F. ELEV. 13.30 m m a TYPE .B. 35.00' X 60.00' I 20.00' 8.50' a ',-CO RED m ..PORCH.: 15.00• :20.0 -" )) .. tie_Rgl� ..A/C WT NNUNxttFa+ce 1 7 BLOCI{ 63 ON PR (11.1) LOT 9 L2 1_11_ BLOCK 63 (XX.X) DENOTES EXISTING ELEVATION X&, DENOTES PROPOSED ELEVATION F-� DENOTES DIRECTION OF FLOW DENOTES PROPOSED CONCRETE 346.26*(C) 171.26'(0) -L7 FyEy,_11.7, (11.4) CONFER OF LOT 12k95 11.4. 2a 6.50' ;KO rP w w u - 6.50' (10.4) 14,4 LOT 10 BLOCK 83 COMMUNITY DEVELOPMEi`'T P V LO LINE TABLE direction and complies with the latest Standards of Practice for Surveys as promulgated by tie Florida State LINE DIRECTION LENGTH LI(P)(M) N85'00'00"E 50.00 L2(P)(M) N85'00'00"E 50.00 L3(P)(M) N5'00'00"W 100.00 L4(P)(M) N5'00'00"W 100.00 L5(P)(M) S85'00'00"W 50.00 L6(P)(M) S85'001001W 50.00 L7(P)(M) S85'00'00'W 50.00 CERTIYIED TO:OSSI HOMES IMPERVIOUS COVERAGE IMPERVIOUS Sq. Ft.1 LOT Sq. Ft. % 2,500 Sq. Ft. 1 5,000 Sq. Ft. 50.0% BUILDING COVERAGE COVERED Sq. Ft. LOT Sq. Ft. % 2.059 Sq. Ft. 5,000 Sq. Ft. 41.1% BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 106JR SG 284-2224 GREEN COVE SPRINGS, FL 32043 FAX 284-2256CERTIFICATE OF AUTHORIZATION LB 1 COPYRIGHT © 2017 NOTATION: F.I.R.M. FLOOD ZONE X (N/A) "I HEREBY CERTIFY, that this survey grap lcolly represents The survey hereon was made without benefit of abstract or W/ ELEVATION: the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram Iz n direction and complies with the latest Standards of Practice for Surveys as promulgated by tie Florida State Trail Surveying make no Certifications regarding Information shown or not shown hereon pertaining to easements, claims PANEL NO.. 120075 0409H 6/3/13 Board of Professional Surveyors and Map ers, Chapter 5J-17 F.A.C.; Pursuant to section 472.0 7, Florida of easements, Rights-of-way, setback lines, overlaps, Boundary Line disputes, agreements, reservatlons or other FB/PG 1208/68-69 statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. DATE: 12/19/17 SCALE: 1"��, DECEMBER 19, 2017 JANUARY 2 2018 FIELD WORK COMPLETED MAP ORIGINALLY SIGNED This survey is prepared and certified for the exclusive use of the client named hereon and the survey map and report of the copies thereof are not valid without the signature and the original raised seal of a Florida licensed surveyor and PROJECT NO.: 1199-17-005 REVISION: B THOMAS P. HUGHES, P.L.S. limapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DDM CHECKED BY: DBG SHEET 1 OF 1 12'3"----------T-------- 0'6" T__________ -------- T ---------- 12'3•• -____-____TN—, 1-N 1 , 1 I v, --- --- -- -- f- JOB: 434217A z LOC: 158 16TH ST U) - PLAN: p NN N N ,� ,� ,� ,� DESIGNER: BIDE 06 LL I IL PITCH: 6/12 N fic 24'O.c. z o.c.zaOVERHANG: 18" _ _ FLOOR SYTEM: 20" SYS42 WIND CODE: 130 MPH EXPOSURE C CLOSED ^V N i I mN� i F1 4 2.z„ ; ALL TRUSS PLATES ARE ALPINE PLATES V I I 2' APPROVAL # 1999-3 1 I I N ENGINEER OF RECORD N I I u I I LUIS PONTIGO I 496 OSCEOLA AVE JACKSONVILLE, FL, 32250 F15 I I O F4 904-242-0908 I N LICENSE NUMBER: 53311 I I I � 1 I I ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING - AND SIZE FOOTERS, HEADERS, COLUMNS AND I ` 2' ; CAPS WHERE NECESSARY. TRUSS FABRICATOR Fza I WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM A TRUSS OR ;N I BEAM BEING INADEQUATELY SUPPORTED. I FB7 I 1 1 1 1 1 1 ILL I I F6 O 2 1 I I ALL BEAMS ARE onCENTER LVL 2.0E BY BLUELINX —-------- I I ' APPROVAL #FL15354 F I I I f 2' F2 I F8 I I I BM -1 2-1.75" X 20" LVL 21' Q E 2>T I I o l o p I I F97_� b I Q 2-- ` d Fl I i C/) UV L E HANGERS ON JOB ARE AS FOLLOWS - _-11 2 c rs" o UNLESS NOTED OTHERWISE "- - ° - N CyW o F10 BM1 APPLICATION PART# APPROVAL# CONVENTIONAL C� - 8 FRAMED BALCONY N FLOOR TRUSS THA426 FL10447.6 w m BE o_ 2' 1'r Q— aB.`> E LD �� o L 2' ' 20'6"-- --------- 10'6•'--------TiVTCV'-I I 1 1 1 I 1 1 t- " ---------12'3"--------- r o ------ Iw I N N � G U U r � s v 2 C11 CJ20 I CJ19A w 1 CJ18A y I 8 I A7 I N A6 N i A5 I I A4 I I A2 1 1 I I I I >> o I ' U CJ20 I I I � I I 1 1 I I J co EJ15 d i o 1 m t I I CJ20 o N I I e o_ A2 i7 I I ' 1 L------------------A1---------------- t i CJ18A 1 (O O CJ19A i I w CJ20 2' N � W U U U rim—r--------------------- 20'6" ----------- ■ill 11111 INS ��%i' ISI■I �... , �./��. Lii�i'�■�ii�l'� r- I zo ODI I 1 i I I 1 I I I I i 1 I Fo 1 1 1 I I I I 1 1 I I I I I I 1 1 1 i I 1 1 1 I t I I I i I 0 0 I 1 1 I i I I I I {{I r - JOB: 434217B LOC: 158 16TH ST PLAN: DESIGNER: BDE PITCH: 6/12 OVERHANG: 18" FLOOR SYTEM: 20" SYS42 WIND CODE: 130 MPH EXPOSURE C CLOSED ALL TRUSS PLATES ARE ALPINE PLATES APPROVAL # 1999-3 ENGINEER OF RECORD LUIS PONTIGO 496 OSCEOLAAVE JACKSONVILLE, FL, 32250 904-242-0908 LICENSE NUMBER: 53311 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 # FLOOR TRUSS THA426 FL10447.6 lit T�_o�. g N ; o 2 V o 1u I�6- po�g�¢��o Z.ao �- 0 y o -ca — $ `mo :�, E15 `c Z d Lu or �d FIRST FLOOR WINDOWS 31 -011 3'x6' 0 SINGLE HUNG WINDOW 0 'O SECOND FLOOR WINDOWS 3'x5' 0 SINGLE HUNG WINDOW DOOR SCHEDULE MARK K] DOOR SIZE REMARKS 1 16-0" x 8'-0" GARAGE DOOR 2 PAIR 3-0" x 8'-0"x 1 3/4" ENTRY DOOR 3 PAIR 3'-0" x 8'-0"x1 3/4" PORCH DOOR 4 PAIR 2'-6" x 8'-0"xI 3/4" PORCH DOOR 5 PAIR 3-0" x 8'-0"x1 3/4" BALCONY DOOR 6 3-0" x 8'-0"x 1 3/4" 20 MIN. FIRE -RATED & W1 SELF -CLOSURE 7 7-8" x 8'-0"x 1 3/4'' 8 2'-6" x 8'-0" x 1 3/8" 9 PAIR 2'-6" x 8'-0" x 1 3/8" CLOSET DOOR 10 2'4' x 8'-0" x 1 3/8" -- 11 74" x 8'-0" x 1 3/8" POCKET DOOR 12 Z -O" X 6-0" X 1 3/8" WOOD RAIL NOTE: ALL DOOR TYPES TO BE SELECTED BY OWNER 1 1/2"=V-0" WOOD TREAD STAIR DETAIL, TYP. 1 1/2"=V-0" GUARDRAIL (-R) 36", TERMINATE 21-611 H 1j 0 Lo 2'6x5' I SINGLE HUNG WINDOW 41-011 0 4'x4' CN OD SINGLE HUNG SINGLE HUNG WINDOW WINDOW W/ SAFETY GLAZING 0 REQUIRED ROOF N ENTILATION CALCULATIONS I AREA TOTAL NET FREEVENTILATING 1/ 150 OF VENTILATED ATTIC SPACE ROOF VENTILATICIN BASIS OF DESIGN: "CORA-VENT" ROOF VENTILATION SYSTEMS, OR APPROVED EOUAL 2nd FLOOR ROOF VENTILATION CALCULATIONS AREA= 1,176 SF SF CALCULATION AI�TIC 2,050 SF: 150 = 13.7 13.7 SF x 144 = 1,974 sq. in PROVIDE 50% FOR INTAKE (ROOF EAVE VENTS) = 987 sq. in. PROVIDE 50% FOR EXHAUST (RIDGE VENTS)= 987 sq. in. INSTAL AL INTAKE/ EXHAUST VENTS PER MU ANU ACTURER'S RECOMMENDATION ROOF PLAN r - L -01 OAT,- I OPMENT NOMMUNITY DEVEL DENIED e C) o! a n j 32224 kc -i c. s o n v Fo of - Q 2,0117 ()gy Design, Inc. N o. L escription Date - - --------- e i dencn i e 6, t h I S-11 r e e tj �y Boft ac h R 0 00 la Po L NpNt W & Dil H ijULES.. & TYP. E ` STAIRS DETAIL Project Number 2017.10.3 Date 112/19/2017 Drawn By ov Checked By ov Scale ELEV: 30'-9" T.O. ROOF ABOVE GRADE ot ELEV: 20'-1 1 11 -- -- "-F TRUSS BEARING 2" FIBER CEMENT TRIM. TYP. .1 6" FIBER CEMENT TRIM. TYP ELEV: 11'-9 718" SECOND FLOOR C? oL ELEV: 10'-1 1/8" PLATE HEIGHT DECORATIVE BRACKET, O ELEV: 01-01, FIRST FLOOR 4" FIBER CEMENT TRIM ELEV: 30'-9" -FI—BE��—CEMENT -VERTICAL -SIDI-9(5-, TYP.- GZ T.O. ROOF ABOVE GRADE 4" FIBER CEMENT TRIM AND FLASHING FIBERGLASS SHINGLES, TYP. = -- DECORATIVE BRACKET, BRAIN INS BASIS OF DESIGN: SPECTIS BRACKET BL 2465-1-% ELEV: 20'-11" TRUSS BEARING J WOOD RAILING W/ GUARDRAIL @ 36". LJ MAX. SPHERE PASSAGE TO BE 4" PER F: R312.3, TYP. ALL RAILINGS ELEV: 11'-9 7/8" OND FLOOR .� ,�'_ 'PLATE HEIGHT ELEV: BOO TYP. -� RIGHT SIDE ELEVATION 2 1� SINGLE HUNG WINDOW, TYP. _-,,-----FIBER CEMENT LAP SIDING, TYP. �Vvg� D�N t:t4jE.0 s - DECORATIVE COLUMN DECORATIVE COLUMN GEOMETRY 1/2"=V-0" w, Yellow S)'far Ln IN JackSonvime,, Florida 32224 904-71.6-6 5 'C 2017 0ay Design, Inc. No. Description Date 10, g 'V I L 7 DECORATIVE COLUMN DECORATIVE COLUMN GEOMETRY 1/2"=V-0" w, Yellow S)'far Ln IN JackSonvime,, Florida 32224 904-71.6-6 5 'C 2017 0ay Design, Inc. No. Description Date S i n a e n c e t ee h S, T C/; pu too, aft h FRONT & RIGHT SIDE ELEVATIONS [Project Number 201 7.10.3 i Date 12/19/2017 Drawn By ov Checked By ov scck-7, OIL ELEV: 30'-9" _ _ T.O. ROOF ABOVE GRADE 3" FIBER CEN ENT LAP SIDING, TYP. FIBER CEME T VERTICAL SIDING, TYP. ELEV: 20'-1 Y, _ TRUSS BEARING �a o� oL ELEV: 1 1'-9 7/8" SECOND FLOOR IT oiL ELEV: 10'-1 1/8" _ PLATE HEIGHT DECORATIVE BRACKET, SPECTIS BL 2814RS 0 oL ELEV: 0'-0" FIRST FLOOR 1 REAR ELEVATION 1/4 = V -0 TYP. TYP. 2 1 A40 i A401 ELEV: 30'-9" T.O. ROOF ABOVE GRADE I I I 1 1 i 1 I I 1 I � J I I .� ELEV: 20'-1 1" 4 41 fl- 14 _ "' TRUSS BEARING 14� 41 OL ELEV: 1 l'-9 7/8" SECOND FLOOR _ ELEV: 10'-1 1/8" PLATE HEIGHT I ELEV: 0'-0.. -- -- FIRST FLOOR I I I I I 'D �D LEFT SIDE ELEVATION TYP. 2 A 401 I FIBERGLASS SHINGLES, TYP. I I i ARCHITECTURAL SHINGLES, TYP. 7 SINGLE HUNG WINDOW, TYP. FIBER CEMENT LAP SIDING, TYP. FIBER CEMENT VERTICAL SIDING, TYP. 2" FIBER CEMENT TRIM. TYP. "f B-ER-GEWrENT TRIM. TYP. r FIBER CEMENT BOARD BASE DECORATIVE BRACKET, COMMUNITY DEVELOPMENT'l SPECTIS BL 2814RS DENIED 2" FIBER CEMENT TRIM. -TYP^ 6' FIBER CEMENT TRIM. TYP. == =r -; SINGLE HUNG WINDOW, TYP. -- FIBER CEMENT LAP SIDING, TYP. 1 I t Y �V I rla g I $.� Cf. y E> 3..924 i 5'04 0.6335 `C,12017 Ogy Design, Inc. s No. Description mate i i I � m a I I 9 Residence 1 6th Street, is1�' � �� -4 oi�z c � � �� t I *'le P :BART ELEVATIONS Project Number 2017. 10.3 gDate 1 Z'/ 19/2017 Drawn By o V Checked By ov iA-3 0 2 i SCC!! o DESIGN SPECIFICATIONS I USP CONNECTORS DESIGN CODE: TRIBUTARY AREA (sf)ZONE INTERIOR 2014 FLORIDA BUILDING CODE - RESIDENTIAL a' = 4'-6" DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM +22.9 -25.0 +22.9 -28.8 ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf (7)10dx1'/2" -A. END 10 f COMPONENTS & CLADDING NOMINAL DESIGN PRESSURES TRIBUTARY AREA (sf)ZONE INTERIOR EDGE STRIP (PSF): (PSF) a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 GARAGE DOOR PRESSURES PSF 1 CAR UPLIFT SPF GARAGE +22 9 DOOR -25.0 (8'x7') (9)1Cdx11/2" 2 CAR USP RT7 GARAGE +21.8 DOOR -23 9 (16'x7') 775 CONNECTOR SYP UPLIFT SPF FASTENERS USP MSTA36 2065 2065 13 10d EA. ( ) USP A35 450 450 (9)1Cdx11/2" < 8'-4" USP RT7 585 495 (5)8d EA. END NAND LOADING: ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED• BY 0.75 WHEN COMBINED w/ DEAD LOAD. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00 MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - - 6/12 BUILDING CATEGORY - - - - - - - - - - - - - - - - II EXPOSURE CATEGORY - - - - C ENCLOSURE CLASSIFICATION - - - - - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - f .18 USP RT8A 775 650 (5)10dx1'/2" -A. END USP MTW12 1195 860 (7)10dx1'/2" -A. END USP HTW20 1450 1245 (12)10dx1'/2" EA. END 450 450 12-8dxl'/2" STAGGERED H2.5T TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) Ps BOTTOM CHORD LIVE LOAD 10 P sf 0 psf BOTTOM CHORD DEAD LOAD 5 psf 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 0.75" MAX ANY CASE THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS - PRESSURE AND MINUS - SUCTION. - - DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL_ FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER &SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. ° i -- -- a 4-.� 1 1° DENOTES EDGE STRIP. r-- SEE C & C CHART I ABOVE FOR 'a' DIMENSION o I I ° `-- �� a� 1 1 I ° �-- -- [NOT ACTUAL PLAN] o -Ir u3r, IVI3 I AGY VYV YJJ `��IVU CM. CIVU 5 4'-4" USP MSTA36 2065 2065 13 10d EA. ( ) =ND USP LTS20B 1105 1105 '/2"0 ROD TO FTG. USP JUS28 1305 1305 (6)10d TO HEADER < 8'-4" USP HTT16 4290 4290 5/e"0 ROD TO FTG. USP HTT22 5370 5370 5/,"0 "2 ROD TC FTG. NAND LOADING: ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED• BY 0.75 WHEN COMBINED w/ DEAD LOAD. BASIC WIND SPEED (ASCE 7-10) - - - - - - - - - - 130 MPH IMPORTANCE FACTOR --------------- 1.00 MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - 25.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - - 6/12 BUILDING CATEGORY - - - - - - - - - - - - - - - - II EXPOSURE CATEGORY - - - - C ENCLOSURE CLASSIFICATION - - - - - - - - -ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - f .18 USP PAU44 2535 5/e "0 ROD w (12)16d USP PAU66 2535 5/a"0 ROD w/ (12)16d I �� T USP MSTAM24 5 x2- 1545 1455 ( ) /a /a TAPCONS SIMPSON CONNECTORS SIMPSON TOP CONNECTOR UPLIFT FASTENERS E NOTE SEE NOTE 1 SYP SPF A35 450 450 12-8dxl'/2" STAGGERED H2.5T 600 520 5-8d EA. END AT TOP PLATE TO STUD, HTS16 1150 1085 16-10d EA. EN MTS12 1000 860 7-10dx1'/2" EA END HTS20 1450 1245 24-10dx11/2" E4. END MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END 1. TYP. CONNECTION AT STUD COLUMNS MSTA36 2050 1870 13-10d EA. EN 2. SPECIFIED NAILING REQUIRED HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND I/8" LARGER THAN THREADED ROD SIZE. (U. 0. N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi HTT4 3480 3080 18-16d TO TR SS/BEAM 1-5/e"b ROD TO FTG. SCOPE OF SERVICE HTT5 5250 4670 32-16d TO TRUSS/BEAM 1-5/8"o ROD TO FTG. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ! LIMITS OF STRUCTURAL ENGINEERING DESIGN TRUCTUSdILITIE I THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNEC ION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. LUS28 930 780 6-10d TO HEADER 4-10d TO JOIST HU410 905 785 14-16d TO HEADER 6-16d TO JOIST - ABU44 2200 5/8"0 ROD EPDXIED 6" MIN ABU66 2300 5/a"O ROD EPDXIED 6" MIN SET N/A N/A SIMPSON EPDXY-TIE LTT20B 1675 1675 10-16d TO STUD/BEAM/POST 1-'/2"0 ROD T FTG. LSTA12 805 695 10-10d CS16 1705 1705 13-8d GENERAL NOTES £t CONSTRUCTION SPECIFICATIONS FL# CODE FL# CODE 10446.4 11478.3 10456.6 10456.3 13872.3 13872.4 13872.8 11496.2 11496.2 10655.113 10531.36 10849.6 10849.6 11506.4 11496.3 13872.5 10852.1 FLOOR SHEATHING SPECIFICATIONS 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7/%", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN '-O" OF ROOF EDGE). I1E - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF DGE}. WALL SHEATHING SPECIFICATIONS:_ FLEXIBLE FINISH -MIN. x/16 ", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE -0 UPPER TOP PLATE. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. STUCCO FINISH -MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 4" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.I-•05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/s PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS (CMU): " CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF `k'HLN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW. CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL 13E REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL B . INCREASED AS NOTED ON 1 /S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI A 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL NOTES: FOOTING AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND L CATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OF! LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) H LL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE 3 @ " O.C. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MES SHA # 8 OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE_ PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE M-THODS. WOOD FRAMING SPECIFICATIONS: PE ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED, IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES, SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEY USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTJRER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS MEMBERS CONNECTION FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN ® INTERIOR LOAD BEARING WALL ® BUILT-UP POST IN THE WALI TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. L3 1/2x3T/2x�/4 4" 6'-0" �E GABLE X -BRACE, SEE DETAIL 10 SO.1 TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3 -GUN NAILSL4x3'/2"x'/4 6" 8'-0" HEADER SIZE, JACK AND (2)2x8-1 /2 DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS - DESIGNATES SHEARWALL. THE KING STUD QUANTITY. L5x3'/2"x1/4 6" 10'-0" - - HIDDEN LINE DESIGNATES SIDE OF RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6'_- - -_ WALL THE SHEARWALL SHEATHING L6x31/2"x1/4 6" 12'-0" SW 3'/6 TO BE APPLIED. 8d 0 3/6 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS I I - DESIGNATES 8d COMMONS @ 3" L7x31/2"xI/4 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS - FIELD" 1. STEEL LINTELS TO BE MINIMAL 36" CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8 -GUN NAILS LINTEL MUST HAVE CORROSION BRICK RESISTANT COATING OF EPDXY BASED ____===~-VENEER ADJ - ADJACENT LG -Long JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3 -GUN NAILS I t BM - BEAM MANUF - Manufacture - - RAFTER TO PLATE TOE NAIL (3-8d) 3 -GUN NAILS PAINT. WEATHER BOT BOTTOM MONO MonolithicBARRIER BRG - BEARING OC - On Center 2. LINTEL MORE THAN 8'-0". SHOULD I =_ = CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board JACK RAFTER TO HIP 70E NAIL (3-10d) 4 -GUN NAILS BE LATERALLY SUPPORTED NOT TO I ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d / 2 - WD. 3 -GUN NAILS EXCEED 6 FT. O.C. w /4x3" 1;DBL - DOUBLE PERP - Perpendicular DIA - DIAMETER PRE ENG - Pre Engineered CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @EDGE SCREWS INTO HEADER PROVIDE A '/2" ,,,,,,,1 LINTEL EA - EACH PSF - Pounds per Square Foot VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI - Pounds per Square Inch CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS t======11 SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED STUD TO SOLE PLATE TOE NAIL (3-16d) 4 -GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Tie HORIZONTAL TIES @ 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot WIND -ZONE VERT. TIES @ 16" O.C.). SEE PLAN BRICK LINTEL, FON -FOUNDATION SPF-Spruc= Pine Fur NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP - Southern Yellow Pine 12' OF OPENINGS. PROVIDE 3"x0.131"b = GUN NAILS 2"x0.113"b = RINK SHANK 3/pg"4 WEEP SEE SCHEDULE FTG - FOOTING THRU - Through 2"x0.113"2 = 6d 21/2 "x0.131 "4 = 8d HDR - HEADER TYP - Typical HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL UON - Unless Otherwise Noted 3"x0.148"9 = 10d 3'/2 "x0.162"o = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Ver:ical \ 1'/2 "x0.148"� = 10dx1'/2 " 1'/2 "x0.131 "� = 8dx1'/2 " WWF - Welded Wire Fabric TYPICAL WALL FRAMING NOTES: 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/lOd MASONRY CUT NAILS @ 48" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL. ANCHORS AT SHEARWALLS SEE PLAN FOR STPD SIZE AND O.0 9PACING. WITHIN FLOOR SIYSTEM WHERE POST IS BOVE. 8d COMMON @ 3" O.C. ---- I I I I I I L---- __j SYP#2 DBL. SEE TOP PLATE. I FULL HEIGHT SHEATHING TO BE CONTINUOUS TO UPPER TOP PLATE. TYPICAL STUD NAILING- 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. ROOF SHEATHING, SEE SPECIFICATIONS. SEE 5/SO.0 2x -BLOCKING ONLY REQUIRED IF SHEARWALL - �- I I I I I I I L - - I - - - - J FASTEN LOWER STUD PERMANENT TRUSS 8d TO TALLER STUD w/ BRACING BY OTHER, I COMMON 2 -ROWS OF 10d COMS @ 3" O.C. @ 12" O.C. FULL HEIGHT ANCHOR AT INTERIOR WALLS TYPICAL SOLE "TYPICALLY %" FULL I PLATE NAILING: HEIGHT THREADED f 0.131x3" TOE NAILS: RODS @ 6'-0" O.C. (3) @ 2x4, (4) @ 2x6, I (5) @ 2x8. BLOCKING ONLY REQUIRED AT SHEARWALLS AND PT. SYP#2 STUCCO FINISH. SOLE PLATE WALL SHEATHING SEE DETAIL 1 /SO.1 FOR SPLICING TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS SYP#2 DBL. 6I MAX. r TOP PLATE TYPICAL DOUBLE TOP TYPICAL TOP PLATE NAILING: PATE SPLICE_ FASTEN ALL TOP PLATES -0" MIN. ',SPLICE LENC / (16) 0.1131x3" NAILS TOGETHER w/ (3) ROWS EVENLYSPACED OF .131x3 @ 12" O.C. STAGGERED. SYP#2 F HERDER,PLA4'-0" MIN. WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM ENO FASTENER EACH END 5 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 4 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 4 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS RAISED ARCHED TRANSOM OPTION: HEADER 2x SPF DIAGONAL BLOCKING DROPPED FASTENED w/ 3-0.131 "x3" HEADER EA. END TYPICAL. \\ SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW ARCHED SYP#2 HEADER, ATTACHMENTS ANCHOR INTO 2x ST MATERIAL. TRANSOM PER PLANS OPTION JACK AND SEE RIGHT KING STUDS, WINDOW SILL SEE SEE PLAN SCHEDULE FOR SILL SIZE ANO CONNECTION EACH AT TWO STORY CONDITIONS, WINDOW SILL SEE PROVIDE SOLID BLOCKING EN) SCHEDULE WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS _ -. SDWC15600 SCREW SEE 8/SO.O 16d COMMONS OPTIONS. @ 8" O.C. FLOOR SHEATHING,`- - WALL FRAMING AT SEE SPECIFICATIONS. i PLATE CHANGE CONDITION I 2 TYPICAL WALL FRAMING I I 1_1S0.0 Y2%6" SIMPSON TITEN HD SOLE PLATE ANCHOR - - w/3X34.229" WASHER SEE p SEE 1 /S0.1. BLOCKING ONLY REQUIRED AT SHEARWALLS AND --J STUCCO FINISH. WALL FRAMIN^, AT MAX. "MIN' SOLE PLATE ANCHOR: RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE _ PLATE BREAK' BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT DROPPED HEADER CONDITION INTERIOR BEARING WALL: SEE SCHEDULE FOR STUD SIZE AND O.C. SPACING. WALL SHEATHING SEE DETAIL 1 /SO.1 FOR SPLICING OPTIONS. E� WALL SHEATHING TO SOLE PLATE SEE DET ILS SEE DETAILS RAISE Ya" FROM I 8d @ 3" BOTTOM OF SOLE I �ON S1.0 ON S1.0 I PLAN AND FASTEN -, I- - - - F - - 1 H w 8d COMMON @ 3" 1 I 0. C. I I I I I L --------J L-- -I L - - - - - - - J SINGLE STORY MULTY STORY III-) TYP. WAIL SECTIONS SO.0 SIMPSON SDWC15600 SEE ROOF FRAMING PLAN FOR EXTEND SHEATHING VERT. DETAILS TO TOP OF TRUSS AS SHOWN. PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE SPECIFICATIONS BELOW. HEEL 11'-0" PRE-ENGINEERED WOOD 2x SPF BLOCKING ROOF TRUSSES. RIPPED TO FIT ANCHOR SCHEDULE WITH GAP SHOWN ANCHOR a SHEARWALLS SIMPSON EMBEDMENT SDWC15600 TITEN HD SEE ROOF SPACING 24" FRAMING DEPTH 4" PLAN FOR SIMPSON DETAILS SHE THING MAY I SDWC15600 TERMINATE AT SIMPSON I SEE ROOF SIMPSON TOP OF DBL. SDWC15600 FRAMING S TOP PLATE. SEE NOTE 1 , PLAN FOR E NOTE SEE NOTE 1 DETAILS N TYPICAL CONNECTION 5" < HEEL < 1'-0" HEEL < 5" NOTES: STAGGERED 1. TOP PLATE TO STUD S WC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T AT TOP PLATE TO STUD, SPACE @ 48" O.C. 5 ROOF TRU $S CONNECTION SO.0 KING STUD TO TOP PLATE: SDWC15600 SCREW NOT REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 4'-6" KING & JACK STUDS SEE PLAN' KING STUD TO BOTTOM PLATE CONNECTON: SIMPSON SDWC15600 SCREW. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED. NOT REQUIRED AT GABLE ENDS OR 2 -STORY WALLS SCHEDULE FOR SPACING ` HOLD DOWN I' BUTT JOINT 2" T A I THREADED ROD -0" 1y"I OXIED 4"w/3X3x0.229"PT. SYP#2 MAX. MIN. kSHER SEE SCHEDULE SILL PLATE R SPACING SOLE PLATE BREAK EPDXY ANCHOR TITEN HD OPTION ANCHOR OPTION NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3'1XI/8" W/ 1'/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL & SCHEDULE SCALE: 3/4" = V-0" SOLE PLATE ANCHOR SCHEDULE ANCHOR EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE TITEN HD SPACING 42" SPACING 24" SPEC. 3x3xO.229" DEPTH 4" DISTANCE 2" EPDXY 42" 24" 3x3xO.229" 4" 2" MAS 42" 24" N/A N/A N NOTES: 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS AND PLATE BREAKS AND KING STUDS. 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3'1XI/8" W/ 1'/2"0 ROUND STEEL WASHER MAY BE USED. SOLE PLATE ANCHOR DETAIL & SCHEDULE SCALE: 3/4" = V-0" KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. HEAD QR SILL, - PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. KING & JACK STUDS SEE PLAN (2)12d TOE NAILS E.E. (MIN) SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY i1 TYPICAL HEADER STRAPPING ►• KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx17!Z" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. HEAD OR SILL, PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS) RATED SHEATHING, 1'/2" 1'/z"--II- SEE GENERAL NOTES. (3) ROW OF 10d EXAMPLE OF PANEL NAILS @ 8" O.C. 2 PLY STAGGERED BEAM. 4 3 PLY BEAM.`1' N 2x4 MEMBERS: " (1) ROW OF 10d NAILS @ 4" O.C. (4) ROWS 12d NAIL SPACING AT AT 12" O.C. 2x6 MEMBERS: SUPPORTED', EDGES, EA. SIDE. (2) ROW OF 10d (3) ROWS 12d NAILS @ 4" O.C. AT 12" O.C. STAGGERED EA. SIDE. EXAMPLE OF UNSUPPORTED 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2x8 POST (3)ROWS OF 5" 7 (3)ROWS OF 63/4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD (TYPICAL) FASTENERS @ 24"o.c FASTENERS @ 24"o.c 3 -PLY AS SHOWN AS SHOWN a 4 -PLY 14" LVL AND GREATER NOTES: SUPPORT IS 6" O.C. MAX. 1. TYP. CONNECTION AT STUD COLUMNS JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS TRUSSES, OR BUILT-UP MEMBER FASTENING KING STUD TO TOP PLATE: SDWC15600 SCREW. NOT REQUIRED AT GABLE - ENDS OR OPENINGS LESS THAN 4'-6" TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. HEAD QR SILL, - PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. KING & JACK STUDS SEE PLAN (2)12d TOE NAILS E.E. (MIN) SOLE PLATE CONNECTOR SOLE PLATE ANCHOR LOCATED WITHIN 6" OF STUD PER SCHEDULE PACK. OMIT IF SHEARWALL HOLD DOWN IS SPECIFIED SINGLE STORY i1 TYPICAL HEADER STRAPPING ►• KING STUD TO FRAMING BELOW: CS18 STRAP w/6-10dx17!Z" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OF EXTERIOR SIDE OF WALL STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OF JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6' STRAPPING NOT REQUIRED AT LOWER LEVEL HEADERS UNLESS SPECIFIED ON PLAN TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. HEAD OR SILL, PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. MULTI STORY (STACKED WINDOWS) STUD BELOW LOWER TOP 4-10d PLATE AT BREAK OVER LAP DOUBLE 1�7COMMONS TOP PLATES ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED 5. CONTRACTOR MAY CH EITHER DOSE E ER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN FRAMED WALL CORNER AND 1 INTERSECTIONS STUDS CONFIGURATIONS 50.0 TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2? BLOCKING FAST w/8 -10d COMMO t)UHLUULL MULTI STORY TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER:�I SDWC SCREW @ L 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-1ODX%" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6" Lou Pontigo and Associates. Inc. 4120 Osceola Avenue Jax Peach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P aaaaq tea{ a W N . STETE OF o 1' V Luis A. Ponti-o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACTLOU PONTIGO & ASSOCIATFS PRIOR TO MAKING ANY STRUCTURAL. FIELD MODIFICATIONS WHICH MAY VARY R FROtvI THL IN TENT OF THE ORIGINAL CON$TRUCTION DOCUMENTS. ANY FIELD AL I ERNATIONS MADE PRIOR 1 o BEING'APPROVED BY LOU PONTIGO & AiSOCiATES MAY RESULT IN ADDITIONAL ENGINEERING Of, INSPEC1[ON FEES. �J mz N C3 N in mLijW =z U a Lij m z� - U O 00 Z Ln Q � J 0 QU DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESEi DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCIHI I GCIURAL DRAWINGS OR CONTACT TI iE E.O.R. PLAN N'ANIF RESIDENCE DESIGN/DRAWN'/CHECKED CS / KM /LAP DATE 11.29.17 SCALE AS NOTED LPA No. OSSI 17 01194 CONTROL No. 4243 SHEEN S0.0 SHEET 1 OF 8 RATED SHEATHING, BOUNDARY OF SHEATHING SEE GENERAL NOTES. EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES. NAIL SPACING AT SUPPORTED', EDGES, GENERAL; NOTES / EXAMPLE OF UNSUPPORTED �t (UNBLOCKED) PANEL EDGE (TYPICAL) NAILING TO INTERMEDIATE SUPPORT IS 6" O.C. MAX. ROOF (DON) TRUSSES, OR FLOOR JOISTS. 4 ROOF AND FLOOR SHEATHING NAILING 50.0 SCALE: 3/4' = V-0" zo. �O I 2x4 BLOCKING @24' O.C. FASTEN EACH END w/3-10d� TOENAILS STUD BELOW LOWER TOP 4-10d PLATE AT BREAK OVER LAP DOUBLE 1�7COMMONS TOP PLATES ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED 5. CONTRACTOR MAY CH EITHER DOSE E ER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN FRAMED WALL CORNER AND 1 INTERSECTIONS STUDS CONFIGURATIONS 50.0 TOP PLATE TO HEADER FASTENING: SEE DETAIL AT RIGHT. NOT REQUIRED FOR GABLE ENDS. STUD OR 2? BLOCKING FAST w/8 -10d COMMO t)UHLUULL MULTI STORY TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER: SDWC SCREW @ 24" O.C. 2X6 WALL TRUSS TO PLATE: SDWC SCREW PLATE TO HEADER:�I SDWC SCREW @ L 24" O.C. 2X4 WALL HEADER FASTENING SECTION KING STUD TO FRAMING BELOW: CS18 STRAP W/6-1ODX%" NAILS EACH END. STRAP ATTACHMENT CAN BE INTERIOR OR EXTERIOR SIDE OF WALL. STRAP NOT REQUIRED AT THE FOLLOWING: GABLE ENDS OR JACK TRUSSES LESS THAN 8' OR OPENINGS LESS THAN 3'-6" Lou Pontigo and Associates. Inc. 4120 Osceola Avenue Jax Peach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P aaaaq tea{ a W N . STETE OF o 1' V Luis A. Ponti-o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACTLOU PONTIGO & ASSOCIATFS PRIOR TO MAKING ANY STRUCTURAL. FIELD MODIFICATIONS WHICH MAY VARY R FROtvI THL IN TENT OF THE ORIGINAL CON$TRUCTION DOCUMENTS. ANY FIELD AL I ERNATIONS MADE PRIOR 1 o BEING'APPROVED BY LOU PONTIGO & AiSOCiATES MAY RESULT IN ADDITIONAL ENGINEERING Of, INSPEC1[ON FEES. �J mz N C3 N in mLijW =z U a Lij m z� - U O 00 Z Ln Q � J 0 QU DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESEi DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCIHI I GCIURAL DRAWINGS OR CONTACT TI iE E.O.R. PLAN N'ANIF RESIDENCE DESIGN/DRAWN'/CHECKED CS / KM /LAP DATE 11.29.17 SCALE AS NOTED LPA No. OSSI 17 01194 CONTROL No. 4243 SHEEN S0.0 SHEET 1 OF 8 BLOCKING ONLY REQUIRED AT SHEARWALLS AND STUCCO FINISH 16d COMMONS ® 8" o. c. CONT. RIBBON BOARD (TYP) T FLOOR TRUSSES OR JOIST. 5-8d COM EACH SIDE OF SPLICE SHEATHING SPLICE 16d COMMONS C9 8" 0. C. CONT. RIBBON BOARD (TYP) FLOOR TRUSSES OR JOIST. 8d COM 3" O.C. EACH SIDE OF SPLICE SHEATHING SPLICE I 74" OSB or PLYWOOD RIM BOARD Y4" SHORTER THAN WALL FRAMING WALL FRAMING FLOOR SYSTEM. ALIGN NVERTICAL JOINTS WITH SHEATHING SPLICE11 WALL SHEATHING jIL JOINTS BLOCKING ONLY REQUIRED 5-8d COM AT SHEARWALLS AND EACH SIDE STUCCO FINISH OF SPLICE OPTION 1 OPTION 2 OVER LAP SHEATHING APA RIM BOARD OPTION NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS So.1 ROOF TRUSS. 2x4 SYP#2 HORIZ. BRACING 24" O.C. BETWEEN OUTER WALL - & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.1310" NAILS (TYP) FLOOR TRUSS 44 2x4 SYP#2 DIAGONAL FASTEN EA. END w/ 3-10d COMMONS _ - - - CEILING WALL FRAMING LINE INSTALL FLOOR TO J FLOOR STRAPPING PER OPTION 1 OR 2 FLOOR TRUSS PARALLEL SYP#2 2x4 NAILER FASTENED TO TRUSS ROOF BOT. CHORD w/ 0.131x3" @ 3" O.C. 2x4 SYP 2 CATS AT 12" TRUSS. FASTENE U TO SHEATHING w 8d ®3" O.C. # ROOF TRUSS. O.C. FASTENED TO TOP PLATE w/ 4-0.1310" 11!/4" _ SHEATHING FASTENED TO COMMON. MAXI TOP PLATE w/ 10d @ 3" O.C. 72C, SYP#2 CONT. ATTACH 16" MAX. FASTEN CATS EACH END w/3 -0.131x3" COMMON TOE NAILS TOP PLATE AND TRUSS w/ 0.131x3" 0 3" O.C. EDGE OF SHEARWALL OR 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL EXTERIOR WALL ALTERNATE A ALTERNATE B ALTERNATE C OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d @4"O.C. ROOF TRUSS. SHEARWALL, SDWC 15600 ® 32" O.C. SCREWS OSB WALL SHEATHING TO NAILER w/ (1) ROW 8d ® 3" O.C. FASTEN TO TOP PLATE w/ (2) ROWS OF 8d ® 3" O.C. TRUSS. UPLIFT _ _ _ __ _ ; '/ OSB !s i BLOCKING PANEL 2x4 BLOCKING. FASTEN 2x4 SPF#2 CONTINUOUS LEDGER FASTENED TRUSS WEBS WIT W/3-0.1310" / ° vi FLOOR TRUSS. SHEARWALL WOOD PLATE HOLE NOTES: HER WAS SPEC. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS 2x4 SPF 3/8 FLOOR COMMON. 2x2x'/a „ 4„ 4„ 1. AT ROOF TRUSS, SYP#2 2x4 NAILER FASTENED 6-10d ALL AROUND OR POST. FRAMING COMMONS ITTCONTRAC OVERFRAME RAFTERS, SEE PLAN. OR MAY TO TRUSS BOT. CHORD w/ II 2X6 FASTEN CATS EACH END w/ II 2x4 SYP#2 CATS AT 12" CHOOSE ,B,C,D, OR G. (2 ) ROWS 0.131x3" ®3" O.C. !' INTERIOR FROM RAFTER TO LEDGER fA STEEL COUPLER 3-0.131x3" NAILS j O.C. FASTENED TO TOP 2. USE ALTERNATE A. SW -2 i; SHEARWALL._[�� FOR BRACE AS NEEDED) BOTH H3 ABOVE RAFTER LENGTH Ij PLATE w/ 4-0.131x3" AT EXTERIOR WALLS F (STEN w/10d COMMONS AT SILL BETWEEN OVERFRAMING RAFTER SHEARWALL OR I COMMON. ENDING BETWEEN ROOF 5-16d NAILS EXTERIOR WALL TRUSSES. ALTERNATE D ALTERNATE E (TYPICAL) ALTERNATE F 3. USE ALTERNATE E & F FOR FLOOR '5 SHEARWALL ATTACHMENT AT ROOF 6 FLOOR SO.1 8d COMMON NAILS AT 3" O.C.(TYP) _WALL STUDS _WALL STUDS AT 16" O.C. AT 16" O.C. ROOF SHEATHING ROOF TRUSS � I ' ROOF TRUSS) I SYP#2 LEDGER ATTACH 'I-t_L DBL. SYP#2 LEDGER) TO EACH STUD, PER ATTACH TO EACH STUD, SCHEDULE BELOW PER SCHEDULE BELOW. A -SINGLE LEDGER B -DOUBLE LEDGER VERTICAL VERTICAL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING 0-775 2x6 w/ 5-0.1310" 1850-2345 2x8 w/ 6-'/4"0x6" SDS SCREWS 776-1250 2x8 w/ 8-0.1310" 2346-3125 2x12 w/ 8-1/4"Ox6" SDS SCREWS 1251-1540 2x10 w/ 10-0.131x3" 1540-1850 2x12 w/ 12-0.131x3" LEDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, THE LEDGER IS BEING USED TO ATTACH THE ADJACENT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. WHEN 8 LEDGER CONNECTION OTED S0.1 TRUSS TO LEDGER CONNECTION BY TRUSS ENGINEER. NOT SHOWN FOR CLARITY 2x4 SPF#2 -\ BLOCKING ROOF MEMBER. 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d CSD 4" O.C. PLATE w/ 10d 0 3" D.0 P RCH SHEATHING, S E SPECIFICATIONS HEADER B LOW END I PORCH PARALLE HEADER & SUPPORT TO WALL PORCH POST, PER PLAN. I (2)MSTA24 PERPENDICULAR STRAPS TO WALL 24" 16 GUAGE POST BASE: STRAP w/11- POT 24" 16 GUAGE 4x4 POST: ABU44 1Odx1Y2" EA. END BELOW STRAP w/11- 6x6 POST:ABU66 _ 10dxl)2" EAEND . - PORCH. PORCH HEADER, SLAB SEE PLAN TS16 TRAPS MSTA24 sib" ROD Zz� STRAPS EPDXIED 6" MIN PLAN VIEW .F PLAN VIEW OF ELEVATION VIEW OF PORCH HEADERPORCH HEADER PORCH HEADER AT CORNER P11ST AT POST AT POST PORCH SHA ECIFI TIONS: '/2" GYPSUM (W Eft PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD OR (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS ® 6" O.C. EDGE AND FIELD 2 TYPICAL PORCH FRAMING DETAILS SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE I I II A II Ir- -------- �- - S 8d@,311/6 pp SW 8d®3"/6" PERFOR TED SHEARWALL SEGMENTED SHEARWALL (A)- UPPT TO LOWER STUDS (A)- UPPER TO LOWER STUDS SW 8d®31/6: (2) CS18 STRAPS SW 8d®3/6: (2) CS18 STRAPS ® ENDII STUDS TO FOUNDATION oB - END STUDS TO FOUNDATION SW 8d®3V6: HTT5 OR HDU5 SW 8d@3/6: HTT5 OR HDU5 ©- SOLE PLATE ANCHORS ©- SOLE PLATE ANCHORS SEE SCHEDULE ON DETAIL 3/SO.0 SEE SCHEDULE ON DETAIL 3/SO.0 SHEARWALL NOTES 1. PROVIDE/s" OSB SHEA HING WITH 8d COMMONS ® 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. PROVIDE 2x BLOCKING AT �LL PANEL EDGES. 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. 3. FASTEN ALL INTERIOR SN TO ROOF OR FLOOR TRUSSES PER 5/SO.1 4. INSTALL INTERIOR FOOVI� G BELOW SHEARWALL PER DETAILS ON S1.0 TYPICAL SHEARWALL ELEVATION PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. DECK LEDGER AT OVERFRAME RAFTERS USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. D W/ A FULL HEIGHT HER C•) PLAN n X I ANCHORING SPECIFICATIONS ') T v v SOLE DOUBLE FULL HT. FULL HT. TOP PLATE ANCHOR CHART UPLIFT ROOF 2x4 BLOCKING. FASTEN DOUBLE "')P ° vi TRUSS EACH END w/3 -10d WOOD PLATE HOLE N\N HER WAS SPEC. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS EDGE GE DISTANCE 3/8 1/2 '0 FASTEN TO ROOF FRAMING BELOW 2x2x'/a „ 4„ 4„ WALL STUD w/ 4-12d NAILS AT EACH RAFTER. 3/4..0 6-10d ® OR POST. 2Y2„ 3" COMMONS FULL HEIGHT OVERFRAME RAFTERS, SEE PLAN. MONO STEM MONO STEM THREADED ROD 2X6 SEE PLAN AN SON H3 w/ 10-8d COMMON BRACE FROM RAFTER TO LEDGER fA STEEL COUPLER LEDGER TO ROOF MEMBER. THESE STRAPS MAY BE OMITTEDREQUIRED FULL 2X4 T -BRACE. ONLY WHEN OVERFRAMETO FOR BRACE AS NEEDED) BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0'.IDE ANCHOR MTS12 Qg CS16 DIRECTLY LESS THAN 4'-0" F (STEN w/10d COMMONS AT SILL BETWEEN OVERFRAMING RAFTER ® 6" ON -CENTER AND ROOF MEMBER. �PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. DECK LEDGER AT OVERFRAME RAFTERS USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. D W/ A FULL HEIGHT HER C•) PLAN n X I ANCHORING SPECIFICATIONS ') T v v SOLE DOUBLE FULL HT. FULL HT. TOP PLATE ANCHOR FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. LEMBEDMENT DEPTH O FULL HEIGHT ANCHOR INSTALLATION CHART UPLIFT PLATE ANCHOR DOUBLE "')P ° vi CONNECTOR 0 WOOD PLATE HOLE PL.- FE HER WAS SPEC. SEE PLAN EDGE GE DISTANCE 3/8 1/2 '0 1/,"o 2x2x'/a „ 4„ 4„ WALL STUD 5/8 3/4..0 3/4 "0 ® OR POST. 2Y2„ 3" FULL HEIGHT MONO STEM MONO STEM THREADED ROD TRUSS SHOP DRAWING FOR QTY. AND SEE PLAN ELEVATION LOCATION. IF MORE THAN (1) LATERAL O O STEEL COUPLER © FULL (OPTIONAL, LOCATE HT. AS NEEDED) ANCHOR AT SILL PLATE AT TOP PLATE FLOOR FRAMING FULL HEIGHT THREADED ROD FOUNDATION, SEE PLAN PER PLAN. LEMBEDMENT DEPTH O FULL HEIGHT ANCHOR INSTALLATION CHART AD THREADED NOTCH HEADER PLATE BELOW TOP PLATE ° vi DG 0 WOOD PLATE HOLE CONCRETE HOLE HER WAS SPEC. EMBEDMENT DEPTH EDGE GE DISTANCE 3/8 1/2 '0 1/,"o 2x2x'/a „ 4„ 4„ 2" 3" 5/8 3/4..0 3/4 "0 3x3x'/4 7.5„ 12" 2Y2„ 3" MONO STEM MONO STEM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THEj LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x J(3" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE 34" LARGER THAN TH DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG -TIGHT CONDITION PWS ONE-HALF TURN OF A STANDARD WRENCH (APPROAMATELY 30 FT. -LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHOMtlQ_ ALL THREADED RODS SHALL BE DRILLED & EPO/Y ANCHORED. SEE INSTALLATION CHART FOR EW'EDMENT AND EDGE DISTANCE REQUIREMENTS a, 4-12d TO_ NAILS (TY .) 2x4x6' SYP#2 LATERAL BRACE EA. g -1 0d J X -BRACE w/ 2-16d INTO BOTTOM COMMONS CHORD OF EA. TRUSS. 10 ABLE END BRACING >0.1 NOTES: 1. SPACE GABLE END BRACING CSD 4'-6" MAX. ��2. ALL MATERIAL TO BE SYP#2 " FULL HEIGHT TEN HD R TIGHT F PLATE ON TITEN HD ROD COUPLER )DS - THD37634RC (%%63Y4') V FULL HEIGHT ROD ALTERNATE 13 ATTACHMENT SO.1 L 2x4 SYP#2 OUTLOOKERS @ 24" 0. C. H3 OR H2.5T HURRICANE CLIP ® EA. OUTLOOKER TO TRUSS. _ WALL SHEATHING UP GABLE END TRUSS. 2X42 SYP BLOCK K ®EACH GABLE BRACE. FASTEN EACH END W/ 3-10d TOENAILS BLOCK TO DBL TOP PLT W/ 2-H2.5T 0.1310" TOE NAILS @ 8"O.C. FROM BOT. CHORD OF TRUSS TO DBL. TOP PLATE LSTA12 ® 48" O.C. OR DBL TOP PLT TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 ® 36" O.C. OMIT IF SHEATHING OVERLAPS GABLE 12" MIN (1)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d (2)MSTA24 STRAPS FOLD OVER TOP PLATE FASTEN w/18 -10d MINIMUM 2 PLY Uj MINIMUM STUD 2 PLY STUD AT 2ND STORY STUDS PROVIDE 1 CS18 STRAPS AT BASE OF STUDS (FLOOR TO FLOOR) T�T 6" CONNECTION CALL OUT DBL. TOP MAXI NOTCH HEADER PLATE BELOW TOP PLATE ° vi PORCH 8 -GUN NAILS HEADER, °° SEE PLAN. FULL HEIGHT FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) ANCHOR OR DTT2Z (2)MTS12- HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW. & (1) ADJ. OPTION A TO PORCH HEADER. WALL SHEATHINGSTUD WALL FRAMING 8d COMMON WIRE NILS TI` w/ 2x SOLID BLOCKING TO BLOCKING @ 3" C. ` AT SHEATHING EDGE I � 1 2x4 BLOCKING BETWEEN EA. TRUSS. ATTACH AT EACH WALL STUD w/ 3-16 NAILS AT EA. FRAMING INTERSECTION. (MIN. OF 6-16d BETWEEN EACH TRUSS) PERPENDICULAR TRUSS DETAIL B WALL SHEATHING LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE PLATE w/5 -10d NAILS CONTINUOUS OVER INTO TOP PLATE & 5-10d 6„ HEADER NAILS INTO BEAM. SPACE MAX@ 48" O.C. OMIT IF WALL SHEATHING IS INSTALLED ON FACE OF BEAM 8 -GUN ° NAILS FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST - BELOW. & (1) ADJ. OPTION B TO PORCH HEADER. TYPICAL PORCH BEAM CONNECTION IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2-SIMPSON H2.5T., I I STRAP KING POST TO POST BELOW WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED STRAP KING F POST BELOW WITH STRAPS WHEN FULL HLIGHI ANCHORS ARE NOT USED II STUD WALL FRAMING pi W/ 2x SOLID BLOCKING ;I - AT SHEATHING EDGE 8d COMMON WIRE NAILS / 11 TO BLOCKING ® 3" O.C. 'I \ �----------- -----/ ----- ROOF TRUSS OR JOIST 11 / TFOR PERPENDICULAI It J TRUSS CONNECTION SEE DETAIL B ABO\ CONTINUOUS 2x6 Sy LEDGER FASTEN WITH 5-0.131x3" EA. STUD. PARALLEL TRUSS DETAIL A 1 WALL ADJ. TO ROOF CONNECTION SEE GONSIRUCTION SPECIFICATIONS FOR ROOF AND WALL SHEATHING AND STUD FRAMING. HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T 0 32" O.C. TOP & BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEF PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER TIE DOWN FHIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MIJI TIPI F RRA(FF) TRl1S1;170, AS INnI(:ATFn IN TRI ISS SPFCJF!CATInNC SIMPSON DTT2Z TW/8- Y4"x1)2" HTT5 SDS SCREWS h ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS MIN 9 Ply HTT5 or HDU5 EADED OXIED J DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- _1 0.1310" GUN NAILS I SIMPSON DTT2Z I W/8- Ya„x1Y2" II SDS SCREWS II 11 1 I Y2" THREADED ROD ! I EPDXIED 4" MIN OR II )2x6" TITEN HD ,I HEADER UP CONNECTION CONNECTION CALL OUT (1)DIAGONAL BRACE PER A LS18 ® 32" O.C. B SEE PLAN (4) TO TRUSSES APPLIED BACKSIDE OF WEB.T (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) (2)MTS12� (2)MTS12- BRACING APPLIED TO FRONT SIDE OF WEBS. -\ CONTINUOUS LATERAL BRACING, SEE TRUSS SHOP DRAWING FOR QTY. AND LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE AS SHOWN. SIMPSON DTT2Z TW/8- Y4"x1)2" HTT5 SDS SCREWS h ALTERNATE FOR ALTERNATE FOR 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD 14 FULL HEIGHT THREADED ROD so.1 ALTERNATE PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS MIN 9 Ply HTT5 or HDU5 EADED OXIED J DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- _1 0.1310" GUN NAILS I SIMPSON DTT2Z I W/8- Ya„x1Y2" II SDS SCREWS II 11 1 I Y2" THREADED ROD ! I EPDXIED 4" MIN OR II )2x6" TITEN HD ,I SINGLE TRUSS BRACING I°I I°I II II I°I I,I II T -BRACE FASTENED TO°I WEB w 12d ® 6"O.C. T -BRAE TO BE THEI,I SAME SIZE, SPECIES, AND 4RADE AS WEB°I T� BE BRACED. II I°I BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXERT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (DON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. MIN 2 PLY STUD HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 ® 32" O.C. B SEE PLAN C FASTEN w/12 - (1)CS16 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) SINGLE TRUSS BRACING I°I I°I II II I°I I,I II T -BRACE FASTENED TO°I WEB w 12d ® 6"O.C. T -BRAE TO BE THEI,I SAME SIZE, SPECIES, AND 4RADE AS WEB°I T� BE BRACED. II I°I BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXERT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (DON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE GIRDER TRUSS TO SISTER A OR BEAM GIRDER TRUSS 36" LONG STUD OR BEAM FASTEN w/12 - 0.131x3" GUN NAILS (2)MTS12� (2)MTS12- SIMPSON FULL HEIGHT LTT20B THREADEDROD (2 )H2.5T (2)H2.5T WITHIN 6" OF MINIMUM GIRDER (SEE PLAN) 2 PLY AT 2ND STORY Y2" THREADED ROD STUD STUDS PROVIDE 2 CS18 STRAPS EPDXIED 4" MIN OR AT BASE OF STUDS Y2x6" TITEN HD (FLOOR TO FLOOR) LTT20B HOLD DOWN ATTACHMENT DETAIL MINIMUM 2 PLY HOLD DOWN SEE PLA STUD 3is" ROD = DTT2Z ROD = HTT5 BUILT-UPOST, BUILT-UP POST,-� SEE PLAN. SEE PLAN. OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONAL wHEN 16 GIRDER / BEAM STRAPPING OTED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN' Lou Pontigo and Associates, Inc. 120 Osceola Avenue Jaxi Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ,4i5�lGtSi»!tll9!ll/tfFlt1 � rl y"•r � p 6 1r/ IN0. 5 A.�.63 1 s v4 � ct LLI � �Q`. iJa4 F' 0it > t o rl .01' 4 atm` Luis A. Pontigo, PE PI. PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACT OR SHALL CONTACT LOU PON!rIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PON1'IGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m mz C1] Ln mW w .J N w z to U I Q = w w m:DW W r� V( 1 O w Ln00 r E" z u I �- Z m O � U TYPICAL FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 11.29.17 SCALE AS NOTED LPA No. OSSI-17-01194 CONTROL No. 4243 SHEET SHEET 2 OF 8 (2)2x6 KING STUDS (2)2x6 JACK STUDS (2)2x STUD CORNER P.T. SOLE PLATE SOLE PLATE ANCHOR OVERLAP SIDEWALL TOP PLATE GARAGE HEADER ALWAYS PLACE HEADER AT TOP OF ROUGH (2)20ga STRAPS OPENING HEADER TO JACK HTT5 W/ JT V THREADED ROD EPDXIED 12" GOAL POST. FASTEN TO STUD PACK WITH 2—ROWS OF 16d RING SHANK NAILS @ 12" O.C. ATTACH GARAGE DOOR THRU UPRIGHT BUCK DIRECTLY INTO STUD PACK, PER GARAGE DOOR SUPPLIER HTT5 w/ V THREADED ROD ❑° :: o EPDXIED 12" s a s e s s I GARAGE SOLE PLATE HTT5 w/ FLOOR ANCHOR 5if3" THREADED ROD EPDXIED 12" d GARAGE WING WALL SECTION THICKENED SLAB EDGE a AT GARAGE OPENING. _r NOTES: 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. GARAGE WING WALL ELEVATION GARAGE HEADER FRAMING STUD TO TOP PLATE: SOWC15600 SCREW. - ® 32" O.C. BOT PLATE TO TRUSS Y4 0Y2" LAG SCREW WITH ROUND WASHER AT EACH FLOOR TRUSS BOT PLATE TO TRUSS YV 0X" LAG SCREW WITH ROUND WASHER 24" O.C. a OSB BLOCKING PER STUDS TO TOP PLATE STUD TO BOT PLATE: DETAIL 5E/SO.1 SDWC156CIO SCREW. ® 32" O.C. WALL STRAPPING DETAIL THIS DETAId ONLY APPLIES WHEN NOTED ON PLAN SDWC15690 SCREW. ® 32" O.C. SDWC15600 SCREW SDWC15600 J� SCREW TRUSS OUTRIGGER SECTION CONT. SHEATHING TO BOT. OF FLOOR TRUSS. NAIL TO EA. FLOOR TRUSS w/2—ROWS OF 8d COMMON NAILS @ 4" O.C. CONT. 2x4 NAILED TO EACH TRUSS w/2 -12d COMMON NAILS CS16 STRAPS @ 16" O.C. 2x4 BLOCKING BOT, OF FLOOR TRUSS ATTACH TO FLOOR TRUSS w/2 -12d TOENAILS Lou Pontigo and associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 M. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 "'a„ i A , No. .... '{ 4 7 � ✓� � 4,VJE 0 .rte: c t. .. '^�.i,iJRfli111ri'I�'Y• Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRALTORSHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING', APPROVED BY LOU PONIIGO fi ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR NSPECTION FEES. mz N c9 N in Lij LLJ � cn Luw TWA Z v~1Ua < LLJ �m � V�U� 00LU vw� Ln Q � J 0 � U Q MISC. �RAMING DETAILS L)p SCALE DIMENSIONS FkOM RAWINGS. IF ADIMENSION ISCLEAR REFER TO THE TECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 11.29.17 SCALE AS NOTED LPA No. OSSI-17-01194 CONTROL No. 4243 SHEET SO.2 SHEET 3 OF 8 S1.0 S1.0 ❑ ❑� L__� 3 U 4A S1.0 < I Q �' I S1.o 3 S1.0 I 4" CONCRETE SLAB w/ PROVIDE SAW CUTS PER FIBERMESH @ 1.5 LBS/ U.YD. 2/S1.0, BUILDER TO OF CONCRETE OR 6x6 1.4xW1.4 COORDINATE WITH FINISH WWF ON 6MIL VAPOR BARRIER FLOOR MATERIAL. IN PREPARED GRADE. I Ii U 17 1 i■c1=11111111 I -J I N 6 00 I S1.0 6 2'-3" CURB 1 S1.0All S1.0 I - 5 S1.0 \AS1.0 _ ISOLATED FOOTING SAWCUT _ _ _ _ _ _ I I SEE DETAIL 8/S1.0 I \ (TYP.)E ( Q \ F- ri / \ F2 5 r F2.5� I I I I N I � � 1 4B 1 `-- - -----J CURB S1.0 S1.0 CURB S1.0 �rsi.)o I 4'-2" PROVIDE 2-#4x4'-0` F3. 0 CORNER CRACK BARS AT SLAB MID -DEPTH. J 5 S1.0 o CV 9'-2" 3'-8" 5 S1.0 ------- E- I 5 S1.0 SYMbULS LEbENU - - - - - DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE NOTES r I INTERIOR LOAD BEARING WALL 7� DESIGNATES SLAB RECESS DEPTH 11 LL] LE) STEP, SEE ARCH. (4" MAX.) EQUAL TO SLAB THICKNESS. SLAB RECESS WALL FRAMING-\ TIT 5 2-#5 CONT. SLAB ON ! GRADE, SEE PLAN. /�j • + 00 8"x16" 1 -STORY, w/(2)#5 CONT. 8"x20" 2 -STORY, w/(2)#5 CONT. BEARING AT INTERIOR 1 I S1.0 MATCH DOOR 3/a WITH, SEE ARCH. RECESS SLAB ON ❑ GRADE, L4 SEE PLAN. PAVING Y BUILDER 12"x12" I DETAIL 4B 1-#5 CONT. E.J. MATERIAL SLAB ON GRADE, SEE PLAN. 3 S1.0 00 3 S1.0 /i SAWCUT I 4A 74 S1.0 3 9 S1.0 S1.0 L - -� 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FIND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION eLAN SCALE: 1/4" = 1'-0" rVA. I•., ME WALL FRAMING 1-#4 CONTINUOUS, PROVIDE CORNER BARS IF CORNER SPLICE IS NECESSARY, STEP, SEE ARCH. PLAN. 11 SLAB ON GRADE, 00 • 4 EE�/ #3 DOWEL BAR ® 32 O.C. 3„ y f 8"x16" w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON GRADE, SEE PLAN. ALT. FOOTING AT BUILDERS DISCRETION. 24„ 3-#4 HOOKED VERTICALS 8" O.C. 8" TYPICAL MONO - FOOTING NOTES, SEE DETAIL 1/S1.0. O `V LLI Eli N cn a . a ISOLATED FOOTING, REINFORCING, SEE PLAN SEE SCHEDULE. ISOLATED FOOTING / CONCRETE STAND-OFF PAD TO MATCH ARCHITECTURAL COLUMN DIMS. FOR BOX COL. w/#3 HAIRPINS AT EA. CORNER & #3 CLOSED TIE AT TOP T/PAD = HOUSE FINISH FLOOR 11 WOOD POST 'PER PLAN. TYPICAL ANCHORAGE PER CONST. SPECS. PAVERS BY a� OTHERS CONCRETE FOOTING -(SEE PLAN) PAD AT BOX COLUMNS THICKENED EDGE g"x8„ DETAIL 4A w/ 1-#5 CONT. THICKENED SLAB ki BRICK VENEER IS WALL FRAMING,,,ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. STEP, SEE ARCH. PLAN. SLAB ON =GRADE, I SEE PLAN. 3" 8"x16" 1 -STORY, w/(2)#5 CONT. 8"x20" 2 -STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN 1" DEEP SAWCUT SLAB ON GRADE, SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. SAWCUT DETAIL - 1#4 CgNTINUOUS, PROVIDE \ CORNER BARS 3' EA. SIDE �� OF RECESS. (TYPICAL) 6" I MAX X5'/2" TYPICAL WALL FRAMING AND ANCHORAGE PER i CONSTRUCTION SPECS. GARAGE CURB DETAIL 4SLAB ON GRADE, SEE PLAN. 0 0 BRICK VENEER, N `r SEE ARCH. ALT. FOOTING AT BUILDERS DISCRETi:N. / i.....i #3 @ 48" O.C. OR z ' : ROD CHAIRS (TYP.) • • 12" 1 -STORY, w/(2)#4 CONT. \ O, 16" 2 -STORY, w/(2)#5 CONT. \ 6" 6"x8" EXTENSION FOR BRICK �-- LEDGE ADD 1-#5 CONT. BRICK LEDGE DETJ�IL \ MONOLITHIC EDGE FOOTING Lou Pontioo and Associates, Inc. 420 Osceola Avenue Jax� Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 -1 ,A R �+ °! . w CA (V rq '"•�.'�t:tYttitM°'' Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE i I - FIELD ALTERATION CON TRAC OR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONIIGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR IN5PECTION FEES. ('_rn nm z N _0 Rj (f) c' / Lij W �! L LJ _ W L t U a. LLJ W to m l n W W U � W Uj Z z- O U FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R_ PLAN NAME RESIDENCE DESIGN/DRAWN/CH ECKED S / KM / LAP DATE 11.29.17 SCALE AS NOTED LPA No. OSSI-17-01194 CONTROL. No. 4243 SHEET S1.0 SHEET 4 OF 8 FOOTING SCHEDULE AND NOTES TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FIND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION eLAN SCALE: 1/4" = 1'-0" rVA. I•., ME WALL FRAMING 1-#4 CONTINUOUS, PROVIDE CORNER BARS IF CORNER SPLICE IS NECESSARY, STEP, SEE ARCH. PLAN. 11 SLAB ON GRADE, 00 • 4 EE�/ #3 DOWEL BAR ® 32 O.C. 3„ y f 8"x16" w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON GRADE, SEE PLAN. ALT. FOOTING AT BUILDERS DISCRETION. 24„ 3-#4 HOOKED VERTICALS 8" O.C. 8" TYPICAL MONO - FOOTING NOTES, SEE DETAIL 1/S1.0. O `V LLI Eli N cn a . a ISOLATED FOOTING, REINFORCING, SEE PLAN SEE SCHEDULE. ISOLATED FOOTING / CONCRETE STAND-OFF PAD TO MATCH ARCHITECTURAL COLUMN DIMS. FOR BOX COL. w/#3 HAIRPINS AT EA. CORNER & #3 CLOSED TIE AT TOP T/PAD = HOUSE FINISH FLOOR 11 WOOD POST 'PER PLAN. TYPICAL ANCHORAGE PER CONST. SPECS. PAVERS BY a� OTHERS CONCRETE FOOTING -(SEE PLAN) PAD AT BOX COLUMNS THICKENED EDGE g"x8„ DETAIL 4A w/ 1-#5 CONT. THICKENED SLAB ki BRICK VENEER IS WALL FRAMING,,,ACCEPTABLE WITHOUT INCREASE OF FOOTING SIZE. STEP, SEE ARCH. PLAN. SLAB ON =GRADE, I SEE PLAN. 3" 8"x16" 1 -STORY, w/(2)#5 CONT. 8"x20" 2 -STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN 1" DEEP SAWCUT SLAB ON GRADE, SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. SAWCUT DETAIL - 1#4 CgNTINUOUS, PROVIDE \ CORNER BARS 3' EA. SIDE �� OF RECESS. (TYPICAL) 6" I MAX X5'/2" TYPICAL WALL FRAMING AND ANCHORAGE PER i CONSTRUCTION SPECS. GARAGE CURB DETAIL 4SLAB ON GRADE, SEE PLAN. 0 0 BRICK VENEER, N `r SEE ARCH. ALT. FOOTING AT BUILDERS DISCRETi:N. / i.....i #3 @ 48" O.C. OR z ' : ROD CHAIRS (TYP.) • • 12" 1 -STORY, w/(2)#4 CONT. \ O, 16" 2 -STORY, w/(2)#5 CONT. \ 6" 6"x8" EXTENSION FOR BRICK �-- LEDGE ADD 1-#5 CONT. BRICK LEDGE DETJ�IL \ MONOLITHIC EDGE FOOTING Lou Pontioo and Associates, Inc. 420 Osceola Avenue Jax� Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 -1 ,A R �+ °! . w CA (V rq '"•�.'�t:tYttitM°'' Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE i I - FIELD ALTERATION CON TRAC OR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONIIGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR IN5PECTION FEES. ('_rn nm z N _0 Rj (f) c' / Lij W �! L LJ _ W L t U a. LLJ W to m l n W W U � W Uj Z z- O U FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R_ PLAN NAME RESIDENCE DESIGN/DRAWN/CH ECKED S / KM / LAP DATE 11.29.17 SCALE AS NOTED LPA No. OSSI-17-01194 CONTROL. No. 4243 SHEET S1.0 SHEET 4 OF 8 SW: 3/6 SW: 3/6 (2)2x8-1 /2 I PROVIDE MIN. (2)INTERMEDIATE �-( JAI CK I STUDS. I 00 F1, Lt__ N v (2)2x6 POST DIRECTLY r BELOW POST ABOVE.71 i PROVIDE SOLID BLOCKING a L_1 WITHIN FLOOR SYSTEM. (2)2x6 POST DIRECTLY BELOW POST ABOVE. PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM. (2)2x6 POST DIRECTLY BELOW POST ABOVE. PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM. 6x6 P.T. SYP#2 POST w/ BU66. SEE DETAIL 2/S0.1. (TYPICAL) (2)2x8-1 /1 (2)2x -2/2 (2)2x8-1 /1 -- --- - 8 STRA HEADER PER 7/S0.1 ----- T -I SW: 3/61 T7 ----OR SW: 3 N STRAP HEADER 1PER 7/S0.1 N BEAM BM1 ABOVE L- � SEE DETAIL 1 /SO.2 GARAGE HEADER (2)PLY 14" LVL -2/2 G u (2)2x3 POST DIRECTLY °I BE OW POST ABOVE. PR0VID SOLID BLOCKING WITHI FLOOR SYSTEM. .. SW: 3 �- J STRAP HEADER N PER 7/S0.1\„ �n OTHER NOTED I NI SHEARWALLS N 24" O.C. X �1 3"/6") J I c N WHEN NOTED ON PLAN �� SEE NOTE 2 SW: 3/6 I N0 F7° I_ FASTEN TOP OF WALL PER DETAIL 6/S0.1. - - - - - - - - - - SW: 3/6 OSB WALL SHEATHING. (3)2x6 SPF#2 POST. L_ (3)2 10-2/2 SEE DETAIL - 1 /S0.2 SW: 3/6 SW: 3/6 STRAP HEADER PER 7/S0.1 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" CANTILEVER BEAM PAST POST TO CA RY FLOOR TRUSS ABO E HUC210-2 HANGER _SEE 3/S0.1 FOR BEA CONN. (TYPICAL) SEE 3/S0.1 FOR BEAM CONN. (TYPICAL) (2)2x6 POST DIRECTLY BELOW POST ABOVE. PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM. cD (2)2x6 POST DIRE TLY BELOW POST ABOVE. //, PROVIDE SOLID B OCKING WITHIN FLOOR SY TEM. SHEARWALL NOTE: SW: 3/6 SW: /6 DESIGNATES SHEARWALL NAILING - 8d Com? 3" EDGE AND 6" "FIELD" SOLE PLATE ANCHORS - SEE SCHEDULE ON D TAIL 3/SO.0 SOLE PLATE ANCHOR SPACING SCHD ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED SHEARWALLS o 24" O.C. (SW: 3"/6") I c PLT ® WHEN NOTED ON PLAN �� SEE NOTE 2 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/ 0.0 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT @ 36" = 36" ON CENTER SPACING 11 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW Z64 SHEARWALL SHEATHING TO BE APPLIED. �� 8d @ 8 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. ---- I BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X5 5/8 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 ® R" A307 DIAMETER THREADED TER ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 5.8" A307 DIAMETER THREADED (95 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/S0.1 A SIMPSON HTT5 SEE DETAIL 15/SO.1 • SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON LTT208 SEE DETAIL 15/S0.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1" 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 0 12" O.C. 10'-1 TO EXTERIOR 14'-0" 2x6 SPF#2 0 16" O.C. INTERIOR 10'-0" MAX 2x4 SPF#2 ®16" O.C. INTERIOR 12'-0" 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. STUD NOTES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1 /SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O GENERAL NOTES 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SO.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/50.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. WALL FRAMING--/ w R h. J FLOOR TRUSSES OR JOIST. WALL FRAMING NO NAILS REQUIRED IN CLEAR SPAN W � Z ow J CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. L�ssociates, u Ponti3o and Inc. 40 Osceola Avenue Jax� Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 i REVISIONS DATE FIELD ALTERATION CONACTOR SHALL CONTACT LOU PONT & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FRO THE INTENT OF THE ORIGINAL CON TRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. mz N �7 N in mw Lij LLJ = z UT < LLJa �mur) U� 00Z Ln Q � J 0 Q FIRST FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / KM LAP DATE 11.29.17 SCALE AS NOTED LPA No. OSSI-17-01194 CONTROL No. 4243 SHEET S1.1 SHEET rj OF 8 C_°••{�� "'``�'�,,�„ �r33 1♦i:l. 1 1 STATE OF ;� o el Lu�s A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONACTOR SHALL CONTACT LOU PONT & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FRO THE INTENT OF THE ORIGINAL CON TRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. mz N �7 N in mw Lij LLJ = z UT < LLJa �mur) U� 00Z Ln Q � J 0 Q FIRST FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / KM LAP DATE 11.29.17 SCALE AS NOTED LPA No. OSSI-17-01194 CONTROL No. 4243 SHEET S1.1 SHEET rj OF 8 Q 3 So.2 0 i Li LL - F14 •7j§jfWC1� TRUSS F15 ill �� F4 11 1 Er tdl F17 OSB BLOCKING PER DETAIL 5E/S0.1 0 F2 �- �/-12)HTS`I6 (2)HTS16 BM1 2x12 SYP#2 LEDGER. FASTEN w/ (5)10d & (5)Y4"Ox5" LAG j SCREWS @ 16" O.C. I I I 2x12 SYP#2 P.T. DECK JOIST @ 16" O.C. (2)2x12 SYP#2 P.T. DECK JOIST BELOW EA. POST ABOVE. FASTEN TO LEDGER w/ LUS210-2 II III II II II' SHEATH WALL CONT THRU DECK TO 1ST LEVEL BOTTOM PLATE II nl a II II 1 2x6 SYP#2 LEDGER S1.2 INSTALLED OVER SHEATHING. FASTEN W/ (5)10d @ 16" O.C. 0 3 SO.2 FLOOR AND ROOF TRUSS PLACEMENT P SCALE: 1/4" = 1'-0" 0 0 _o U0 L,— U) Q W PORCH CEILING SHEA HING AT BOTTOM CHORD 0 TRUSS SEE 2/S0.1. Q @N o� LOC) 0 U0 t) (n Q I ALL TRUSS PLATES ARE ALPINE PLATES APPROVAL # 1999-3 ALL BEAMS ARE on CENTER LVL 2.0E BY BLUELINX APPROVAL #FL153-94 BM -1 2-1.75" X 20" LVL 21' HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # FLOOR TRUSS THA426 FL10447.6 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES PORCH CEILING rHEATHING AT BOTTOM CH R- "r TRUSS SEE 2/S). LI -OSB BLOCKING PER DETAIL 5E/S0.1 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED 1 S1.2 BALCONY OVER GARAGE DETAIL SYP#2 30ARD SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4.j WHEN USING (2)H2.5T CLIPS ON 1'A" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TL EL TRUSS FASTENING DETAILS TRUSS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar Optimal 30' --- --- Vy"Max SDWC15600 TOP PLATE TO STUD SDWC15600 Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTLLL� WM4 BELOW TRUSS SDWC15600 1 Note: Reference detail 2a for installation angle limit 5DWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) "Overhang4,1 1/2" MIN " MAX STUD NOT DIRECTL Do not install SDWC in hatched area SDWC15600 INSTALLATION RANGE minimum edge distance for full values (with or without a plate splice) Y" from top plate . splice Offset for full values Rafter or Truss Splice may be in upper or — lower plate DWC AT TOP PLATE SPLICE STUD NOT DIRECTL BELOW TRUSS Lyu Pon ti o and Associates, Inc. 420 Osceola Avenue Jaxl Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 %DI tai • rte,"`„° � E .� , � STjjE OF Luis A. Pontiv, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRAC I OR SHALL CONTAC F LOU PONTIGO 5 ASSUCATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMEN r5 ANY FIELD ALTERNATIONS MADE PROR TO BEING'S APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. rn cm z LD Ln mW � o W J _ W Z t U nn L.L Q W W � M n W W 00 W Ln Z -- Z op Q J 0 U F(OOR AND ROOF TRUSS PLACEMENT PLAN DO NOT SCALE DIMENSIONS FROM THESE, DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R FCS NAME IDENCE AWN/CHECKED KIA / LAP DATE 11.29.17 SCALE - AS NOTED LPA No. OSSI-17-01194 CON -1 ROt. No. 4243 SHEF'I S1.z SHEET 6 OF 8 SW: 3/6 IS � N CO X I S1 C(2)2x6-1/2) SW: 3/6 - - (2)2x6-1/2 AJC O 00 (n 10 N PROVIDE MIN (2)INTERMEDIATE JACK STUDS. SS A9 AB (2)2x6 SPF#2 POST. STRAP TO BELOW w/ (2)CS18 W: 3/6 .01 1f) PROVIDE MIN. (2)INTERMEDIATE JACK JACK STUDS. I moi' 0 -CS18 STRAP HEADER CS18 © BOTTOM OF STUD N PER 7/S0.1 WHERE NOTED. SEE DETAIL i I PROVIDE MIN. (2)INTERMEDIATE AT BOTTOM RIGHT OF PAGE. (3)2x6 SPF#2 C°JACK STUDS. STRAP HEADER POST. STRAP TO TO JACKS w/ MSTA24. JACKS BELOW w/ (2)CS18 TO BELOW w/ CS18 -FASTEN TOP OF WALL �S/S -CS18 PER DETAIL 5/S0.1. 00 00 U U N N \ > --- SW: -3/6 � o QT 10 SHEATH CONT TO SECOND LEVEL TOP PLATE. LAP AT FLOOR ' I m SYSTEM SIMILAR TO 1 /S0.1 3: SW: 3/6 ' \ I cn � Cn . � U U N N GC�� FASTEN TOP OF WALL PER DETAIL 5/S0.1. (2)2x6 SPF#2 N POST. STRAP TO CS18- N BELOW w/ (2)CS18 ( n (2)2x6 SPF#2 POST. STRAP TO BELOW w/ (2)CS18 4x4 P.T. SYP#2 POST SET DIRECTLY ON BEAM BELOW. STRAP TO BELOW w/ (2)HTS16 STRAPS. STRAP WALL PER 7/SO.2 )2x6 -1/2j SW: 3/6 00 G N (2)2x6 SPF#2 POST. STRAP TO BELOW w/ (2)CS18 (3)2x6 SPF#2 POST. STRAP TO B LOW w/ (2)CS18 (2)2x6 SPF#2 POST. STRAP TO B LOW w/ (2)CS18 Q, I wI O J N m Q \ Q O of 1 1 �\ ml N I Q� � v W PROVIDE MIN. -�- �(2)INTERMEDIATE �- JACK STIIQS. CIS /6 -'=CS18 (2)2x6 SPF#2 ��0 POST. STRAP 0 - BELOW w/ (2) -S18 (2)2x6-1 /2 1 171,_. __ __ TRUSS Al 2)2x6-1 /1 7 (2)2x6-1q�W: 1 W: 3/ 3/61 (2)2x6 SPF#2 POST. STRAP TO SHEATH WALL CONT BELOW w/ CS18 THRU DECK TO 1ST LEVEL BOTTOM PLATE (3)2x12 (3)2x12 (3)2x12cs G >8 SEE 3/SO.1 FOR BEAM -7r CONN. (TYPICAL) c,�� C(2)26-1/2. 7 STRAP WAL PROVIDE MIN. PER 7/SO.2 (2)INTERMEDIATE JACK STUDS. SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN LINE DESIGNATES SIDE C- WALL THE SW 3/6 SHEARWALL SHEATHING VO BE APPLIED. 8d @ 9 DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND X 3/a" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 X-5%" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 3/a" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 /� 5/g A307 DIAMETER THREADED � J� y� j`-�) ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 - SIMPSON HTT5 SEE DETAIL 15/SO.1 • SIMPSON DTT2Z SEE DETAIL 15/SO.1 SIMPSON LTT20B SEE DETAIL 15/SOA WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 91-11. 2x4 SPF#2 @ 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 ®16" O.C. INTERIOR 10'-0 2x4 SPF#2 ® 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. STUD NOTES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS COMBINED USE PANEL NOTES 1. EXTERIOR WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS 2. SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN DETAIL 1/SO.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 GENERAL NOTES 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 6/SD.O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.0 5. AT SHEARWALLS, PROVIDE DIAPHRAGM ATTACHMENT PER DETAIL 5/SO.1 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. II I� o� WALL FRAMING-/;yyyq� w r, C:)J FLOOR TRUSSES OR JOIST. WALL FRAMING NO NAILS REQUIRED IN CLEAR SPAN GS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. Lou Pontigo and Associates, Inc. )axl20 Osceola Avenue Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: A # 8344 SC: CA# 3579 Luis A. Pontigo, PE I7L PE#53311 REVISIONS DATE p__I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MA�j ING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CON TRUCTION DOCUMENTS. ANY FIELD LTERNATIONS MADE PRIOR TO BEINGIAPPROVEO BY LOU PONTIGO 8 AI&SOCIATES MAY RESULT IN A DITIONAL ENGINEERING OR INSPECTION FEES. J, J, z N �7 N in mw wLij �° r)01 =z v� 1Ua < LLJ � m UO) � Z Q � z co J � QU SECOND FLOOR FRAMING PLAN DOLDPAWINGS. DIMENSIONS FROM THEIF A DIMENSION IS REFER TO THE AAL DRAWINGS OR T THE E.O.R. r7j PLAN NAME DESIRESIDENCE iGN/DRAW N/CHECKED CS / KM /LAP DATL 11.29.17 SCALE AS NOTED LPA No. OSSI-17-01194 CONTROL No. 4243 SHEET 1S1.3 SHEET 7 OF 8 ASO.05 J2 J 1 CJI A9 A8 (2)11 TS16 A7 A6 5 so.o A5 A4 5 SO.0 11MIN11,11"E"11 II II I 00� � HTS16 HTS16 w 2x6 OVERFRAME RAFTERS i @ 24" O.C. w/ OVERF AME _ LEDGER, SEE 9/S0.1, 2x8 HIPS. (2)HTS16 E— J') PORCH CEILING SHEATHING 2 AT BOTTOM CHORD OFJ S0.1 TRUSS SEE 2/S0.1. -(2)HTS16 J2 9. 8 19 N 5 SO.0 J2 5 SO.0 J2 5 SO.0 ALL TRUSS PLATES ARE ALPINE PLATES APPROVAL # 1999-3 HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # FLOOR TRUSS THA426 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED 2x6 OVERFRAME CRAFTERS @ 24" O.C. w/ OVERFRAME LEDGER, SEE 9/S0.1, & 2x8 HIPS. APPROVAL # FL10447.6 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. ESAMING LAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS SDWC15600 TOP PLATE TO STUD SDWC15600 USS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar DIRECTLY SDWC15600--/ TOP PLATE TO STUD SDWC15600 Note: 1. Sloped -roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTL SDWC15600 \ Note: Reference detail 2a for installation angle limit DWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) STUD NOT DIRECTL Do not install SDWC in hatched area SDWC15600 DWC INSTALLATION RANGE m 6 J2 U, / l J L ✓J L J L U, L! vJ L 0 12 % Nminimum edge --H.TS16 6 distance for full values (with or without a plate splice) 5 Y." from top plate - splice Offset for full values ROOF TRUSS PL CEMENT PLAN SCALE: 1/4" = 1'-0" Rafter or Truss Splice may be in upper or - lower plate WC AT TOP PLATE SPLICE STUD NOT DIRECTL LQu Pontigo and Associates, Inc. 4120 Osceola Avenue )axj Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ♦�`\. f.` :�,xn ,,.kk j�aai ��'!�'`��JJI� F-+ ` ,� • i r N • • Y h p • p b + f s , Q i3 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTJRACTOR SHALL CONTACT- LOU PONTIGU a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL. FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m z Un mW ❑ W_J W LL -� N W Z Q Lf) `./ I < LLJ W uq n LWW LLJ 0 W w Ln Z �- Z m S L J o � U ROOF TRUSS PLACEMENT PLAN L SCALE UIMENSIUNS FROM AWINGS- IF A DIMENSION IS LEAR REFER TO THE ECTURAL DRAWINGS OR ONTACT THE E.O.R PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 11.29.17 SCALE AS NOTED LPA No. OSSI-17-01194 CONTROL No. 4243 SHEET SIA SHEET 8 OF 8 'yvJ O CJ2 (2)HTS16 2x6 OVERFRAME RAFTERS @ 24" O.C. w/ OVERFRAME LEDGER, SEE 9/S0.1, 2x8 HIPS. (2)HTS16- & _N O 111 m n 5 :- -IW ;2x6 OVERFRAME RAFTERS @ 24" O.C. w/ OVERFRAME LEDGER, SEE 9/S0.1, & -- - 2x8 HIPS. -� - CD m so.o F,; CJ2 5,,.__(2)HTS16 n _- I ' I (2)HTS16- E— J') PORCH CEILING SHEATHING 2 AT BOTTOM CHORD OFJ S0.1 TRUSS SEE 2/S0.1. -(2)HTS16 J2 9. 8 19 N 5 SO.0 J2 5 SO.0 J2 5 SO.0 ALL TRUSS PLATES ARE ALPINE PLATES APPROVAL # 1999-3 HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # FLOOR TRUSS THA426 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED 2x6 OVERFRAME CRAFTERS @ 24" O.C. w/ OVERFRAME LEDGER, SEE 9/S0.1, & 2x8 HIPS. APPROVAL # FL10447.6 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. ESAMING LAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS SDWC15600 TOP PLATE TO STUD SDWC15600 USS TIE DOWN WITH SIMPSON SDWC Rafter to Top Plate shown Truss to Top Plate similar DIRECTLY SDWC15600--/ TOP PLATE TO STUD SDWC15600 Note: 1. Sloped -roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTL SDWC15600 \ Note: Reference detail 2a for installation angle limit DWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) STUD NOT DIRECTL Do not install SDWC in hatched area SDWC15600 DWC INSTALLATION RANGE m 6 J2 U, / l J L ✓J L J L U, L! vJ L 0 12 % Nminimum edge --H.TS16 6 distance for full values (with or without a plate splice) 5 Y." from top plate - splice Offset for full values ROOF TRUSS PL CEMENT PLAN SCALE: 1/4" = 1'-0" Rafter or Truss Splice may be in upper or - lower plate WC AT TOP PLATE SPLICE STUD NOT DIRECTL LQu Pontigo and Associates, Inc. 4120 Osceola Avenue )axj Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ♦�`\. f.` :�,xn ,,.kk j�aai ��'!�'`��JJI� F-+ ` ,� • i r N • • Y h p • p b + f s , Q i3 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTJRACTOR SHALL CONTACT- LOU PONTIGU a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL. FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. m z Un mW ❑ W_J W LL -� N W Z Q Lf) `./ I < LLJ W uq n LWW LLJ 0 W w Ln Z �- Z m S L J o � U ROOF TRUSS PLACEMENT PLAN L SCALE UIMENSIUNS FROM AWINGS- IF A DIMENSION IS LEAR REFER TO THE ECTURAL DRAWINGS OR ONTACT THE E.O.R PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / KM / LAP DATE 11.29.17 SCALE AS NOTED LPA No. OSSI-17-01194 CONTROL No. 4243 SHEET SIA SHEET 8 OF 8 SINGLE AND UE V L U p"' M ENT AMILY RESIDENCE 158 16th STREET , ATLANTIC BEACH, FLORIDA 32233 SEE SURVEY FOR SITE INFORMATION Q v. L Enterprises .9 6th st - 16th St N PERMIT ISSUE DECEMBER 19, 2017 Y DESIGN, INC. residential design DRAWING INDEX ARCHITECTURAL COVEaK SITE PLAN, VICINITY MAP, PROJECT INFORMATION & SHEET INDEX OF DRAWINGS A101 FIRST AND SECOND FLOOR PLANS A201 ROOF PLAN, W&D SCHEDULES, & TYP. STAIRS DETAIL A301 FRONT & RIGHT SIDE ELEVATIONS A302 REAR & LEFT SIDE ELEVATIONS A401 TYPICAL WALL SECTIONS A402 A500 v A501 E100 WALL SECTION @ BALCONY AND TYPICAL DETAILS WINDOW, DOOR, & ROOF/ FLASHING DETAILS BALCONY DETAILS FIRST & SECOND FLOOR ELECTRICAL SCHEMATIC PLANS STRUCTURAL UNDER SEPARATE COVER PROJECT INFORMATION APPLICABLE CODES: FLORIDA BUILDING CODE 5th EDITION 2014 BUILDING FLORIDA BUILDING CODE 5th EDITION 2014 RESIDENTIAL CURRENT PONTE VEDRA LAND DEVELOPMENT CODE CONSTRUCTION TYPE: V OCCUPANCY CLASS: R-3 SEE SURVEY FOR ADDITIONAL INFORMATION HEIGHT: 35'-0" 30'-9" ACTUAL : v. L Enterprises .9 6th st - 16th St N PERMIT ISSUE DECEMBER 19, 2017 Y DESIGN, INC. residential design DRAWING INDEX ARCHITECTURAL COVEaK SITE PLAN, VICINITY MAP, PROJECT INFORMATION & SHEET INDEX OF DRAWINGS A101 FIRST AND SECOND FLOOR PLANS A201 ROOF PLAN, W&D SCHEDULES, & TYP. STAIRS DETAIL A301 FRONT & RIGHT SIDE ELEVATIONS A302 REAR & LEFT SIDE ELEVATIONS A401 TYPICAL WALL SECTIONS A402 A500 v A501 E100 WALL SECTION @ BALCONY AND TYPICAL DETAILS WINDOW, DOOR, & ROOF/ FLASHING DETAILS BALCONY DETAILS FIRST & SECOND FLOOR ELECTRICAL SCHEMATIC PLANS STRUCTURAL UNDER SEPARATE COVER PROJECT INFORMATION APPLICABLE CODES: FLORIDA BUILDING CODE 5th EDITION 2014 BUILDING FLORIDA BUILDING CODE 5th EDITION 2014 RESIDENTIAL CURRENT PONTE VEDRA LAND DEVELOPMENT CODE CONSTRUCTION TYPE: V OCCUPANCY CLASS: R-3 SEE SURVEY FOR ADDITIONAL INFORMATION HEIGHT: 35'-0" 30'-9" ACTUAL 35-0" 14'-6'' 20'-6" I I I 00 II C14 I I I I DW I I ---� I c' LIVING ROOM - o I 60 O AREA: I FIRST � 00 SECOND FLOOR: 00 b� CONDITIONED AREA: I I NON LO GARAGE: - 459 SF COVERED ENTRANCE 77 SF COVERED N 170 SF BALCONY 123 SF TOTAL NON -CONDITIONED AREA: I TOTAL AREA UNDER ROOF: KITCHEN I I I I I '-6" 4'-0" 4'-6" ! I 7 4I- II 2 -0 I 3-0" '-1 7-6" -J1 - 10 REF-- _ I � N I- PANTRYLO I ICLO 10 12 X13 114 15 L6�17 X18 1900 ::; �11 FOYER r 0 9 8 7 6 5 4 3 2 o STA IRS -MM W I I 19T UP _ L 1 6-0 , AH -1 12'-0"_ 10'-C STO RAGE 1 M C 11 N AREA: FIRST 00 00 SECOND FLOOR: 00 �0 CONDITIONED AREA: 3,336 SF NON -CONDITIONED AREA: I C1l O N la 35-0" FIRST FLOOR PLAN 4 , n" \Y I `(/ -71 7„ CONDITIONED AREA: FIRST FLOOR: 1,353 SF SECOND FLOOR: 1,983SF TOTAL CONDITIONED AREA: 3,336 SF NON -CONDITIONED AREA: GARAGE: 459 SF COVERED ENTRANCE 77 SF COVERED PORCH 170 SF BALCONY 123 SF TOTAL NON -CONDITIONED AREA: 829 SF TOTAL AREA UNDER ROOF: 4,165 SF SECOND FLOOR PLAN 1/4"=l' -O" COMMUNITY DEVELOPMENT DENIED N 0CWJy DESIC,N, In . c Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 © 2017 Ogy Design, Inc. UOSI ......... . r�,ND DEVELOPMENT No. Description Date Single Residence 158 16th Street, Atlantic Beach FIRST & SECOND FLOOR PLANS Project Number 2017.10.3 Date 12/19/2017 Drawn By Ov Checked By Ov 0 Scale FIRST FLOOR WINDOWS 3'-0" I I 3'x6A, 0 SINGLE HUNG WINDOW 0 CD 00 O N SECOND FLOOR WINDOWS 31-011 3'x5' N SINGLE HUNG WINDOW DOOR SCHEDULE MARK DOOR SIZE REMARKS 1 i 6-0" x 8'-0" GARAGE DOOR 2 PAIR 3'-0" x 8'-0"x 1 3/4" ENTRY DOOR 3 PAIR 3'-0" x 8'-0"x1 3/4" PORCH DOOR 4 PAIR 2-6" x 8'-0"x1 3/4" PORCH DOOR 5 PAIR 3'-0" x 8'-0"x1 3/4" BALCONY DOOR 6 3'-0" x 8'-0"x1 3/4" 20 MIN. FIRE -RATED & W/ SELF -CLOSURE 7 2-8" x 8'-0"x1 3/4" 8 2'-6" x 8'-0" x 1 3/8" 9 PAIR 2'-6" x 8'-0" x 1 3/8" CLOSET DOOR 10 74" x 8'-0" x 1 3/8" 11 24" x 8'-0" x 1 3/8" POCKET DOOR 12 2'-0" X 8'-0" X 1 3/8" NOTE: ALL DOOR TYPES TO BE SELECTED BY OWNER WINDOW & DOOR SCHEDULES 1 1 /2 —1 -0 STAIR DETAIL, TYP. 1 1/2"=V-0" , TERMINATE EWEL POST 2'-6" 0 L_ 2'6x5' d- N 0 SINGLE HUNG WINDOW 21-011 4'-0" io o - �� 4,x4, 2'x5' 07 N 0 0 SINGLE HUNG SINGLE HUNG WINDOW WINDOW W/ SAFETY GLAZING REQUIRED ROOF VENTILATION CALCULATIONS AREA TOTAL NET FREE VENTILATING i / 150 OF VENTILATED ATTIC SPACE ROOF VENTILATION BASIS OF DESIGN: "CORA-VENT'' ROOF VENTILATION SYSTEMS, OR APPROVED EQUAL 2nd FLOOR ROOF VENTILATION CALCULATIONS AREA= 1,176 SF SF CALCULATION ATTIC 2,050 SF: 150 = 13.7 13.7 SF x 144 = 1,9 74 sq. in. PROVIDE 50% FOR' INTAKE (ROOF EAVE VENTS) = 987 sq. in. PROVIDE 50% FOR' EXHAUST (RIDGE VENTS)= 987 sq. in. INSTAL AL INTAKE/ EXHAUST VENTS PER MANU ACTURER'S RECOMMENDATION 1 A402 ROOF PLAN 1/4"=V-0" COMMUNITY DEVELOPM ® EN►S® y DESIGN, Inc. Yellow Star Ln N Jacksonville, Florida 32224 I 904-716-6335 © 2017 Ogy Design, Inc. HOMES N[) DEVELOPMENT No. Description Date Single Residence 158 16th Street, Atlantic Beach ROOF PLAN Project Number 2017.10.3 Date 12/19/2017 Drawn By Off/ Checked By ov A201 Scale oL ELEV: 201-11 TRUSS BEARING 2" FIBER CEMENT TRIM. TYP. 6" FIBER CEMENT TRIM. TYP. ot ELEV: 11'-9 7/8" SECOND FLOOR Olt ELEV: 10'-1 1 /8"_ PLATE HEIGHT DECORATIVE BRACKET, I ELEV: 0'-0" FIRST FLOOR ot ELEV: 20'-1 1" TRUSS BEARING o� WOOD RAILING W/ GUARDRAIL @ 36". MAX. SPHERE PASSAGE TO BE 4" PER FBC R312.3, TYP. ALL RAILINGS ELEV: 1 1'-9 7/8" SECOND FLOOR ELEV: 10'-1 1/8" PLATE HEIGHT LELLEV: 0'-0" "r FIRST FLOOR I a M 1� 12 6 III Ilii '' !I �II I 'D I 1 FRONT ELEVATION /4"=1'-0" IM 2 RIGHT SIDE ELEVATION �1/4"=1'4' 4" FIBER CEMENT TRIM FIBER CEMENT VERTICAL SIDING, TYP. 4" FIBER CEMENT TRIM AND FLASHING FIBERGLASS SHINGLES, TYP. DECORATIVE BRACKET, I BASIS OF DESIGN: ? SPECTIS BRACKET BL 2465-15, 0 1 3" FIBER CEMENT LAP SIDING, TYP. FIBER CEMENT VERTICAL SIDING, TYP. M� _'FIBER CEMENT TRIM. TYP. {!I ? 6" FIBER CEMENT TRIM. TYP. E 3 I SINGLE HUNG WINDOW, TYP. i FIBER CEMENT LAP SIDING, TYP. FIBER CEMENT VERTICAL SIDING, TYP. DECORATIVE BRACKET, SPECTIS BL 2814RS 2" FIBER CEMENT TRIM. TYP. 6" FIBER CEMENT TRIM. TYP. FIBER CEMENT BOARD BASE ARCHITECTURAL SHINGLES, TYP. SINGLE HUNG WINDOW, TYP. FIBER CEMENT LAP SIDING, TYP. DECORATIVE COLUMN COMMUNITY DEVELOPMENf DENIED DECORATIVE COLUMN GEOMETRY 1/2"=1'-0" OGY No In�• Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 SCJ 2017 Ogy Design, Inc. 0551 HOMES - 1A,ND DEVELOPMENT No. Description Date Single Residence 158 16th Street, Atlantic Beach FRONT & RIGHT SIDE ELEVATIONS Project Number 2017.10.3 Date 12/19/2017 Drawn By OV Checked By OV A301 Scale ELEV: 20'-1 1" TRUSS BEARING oL ELEV: 11'-9 7/8" SECOND FLOOR _ ELEV: 10'-1 1/8" _ PLATE HEIGHT ELEV: 0'-0" FIRST FLOOD. OL ELEV: 20'-1 1" TRUSS BEARING ELEV: 1 U-9 7/8" `r SECOND FLOOR -oLELEV: 10'-1 1/8" PLATE HEIGHT DECORATIVE BRACKET, SPECTIS BL 2814RS 0 ELEV: 0'-0" FIRST FLOOR TYP. TYP. 2 1 A401 A401 I I I I I 3" FIBER CEMENT LAP SIDING, TYP. FIBER CEMENT VERTICAL SIDING, TYP. 1 REAR ELEVATION LEFT SIDE ELEVATION 1/4"=1'-0" ■ TYP. 2 A 401 I FIBERGLASS SHINGLES, TYP. I ARCHITECTURAL SHINGLES, TYP. a SINGLE HUNG WINDOW, TYP. FIBER CEMENT LAP SIDING, TYP. FIBER CEMENT VERTICAL SIDING, TYP. 2" FIBER CEMENT TRIM. TYP. 6"FIBER- GEMENT TRIM. TYP. FIBER CEMENT BOARD BASE DECORATIVE BRACKET, SPECTIS BL 2814RS ��MM�NI ,E® 2" FIBER CEMENT TRIM. TYP. 6" FIBER CEMENT TRIM. TYP. --- -- SINGLE HUNG WINDOW, TYP. FIBER CEMENT LAP SIDING, TYP. OC,Y No nc0 Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 r 6C 2017 Ogy Design, Inc. No. Description Date Single Residence 158 16th Street Atlantic Beach REAR & LEFT SIDE ELEVATIONS Project Number 2017.10.3 Date 12/19/2017 Drawn By off/ Checked By off/ A302 Scale 12 6 R-38 ROOF GWB ON PRE -ENG OOD ROOF TRUSS[ /2 GWB PRE-ENGINEERED ROOF WOOD TRUSSES 30# FELT ROOFING UNDERLAYMNET / FIBERGLASS SHINGLES OVER ROOFING UNDERLAYMENT OVER ROOF SHEATHING FLOOR FINISH & BASE, REFER \� ...';: ' ,' . •`; : \\�\� TO INTERIOR DRAWINGS �/ \�� ' n • 'a \\j\ '/X�j WALL T&G PLYWOOD SUBFLOORING , REFER CTURAL ----- TO STRUCTURAL ------------------ ----- 4 > PRE-ENG WOOD FLOOR TRUSSES, RE TO STRUCTURAL 8' GBW AT CEILING 1 _ ELEV: 20'-11" TRUSS BEARING 1 VENTED PVC 3 TYP. SOFFIT A402 4 x " 3 2' FIBER CEMENT FIBER -CEMENT SIDING OVER WATER RESISTIVE BARRIER, PROVIDE SEALANT AT ALL EXTERIOR JOINTS PER MFR SPECIFICATION WALL SHEATHING, REFER TO STRUCTURA 2x4 EXTERIOR WALL FRAMING, REFER TO STRUCTURAL R-13 WALL INSULATION REFER TO STRUCTURAL FOR FASTENERS & CONNECTORS OL [LEV: 11'-9 7/8" SECOND FLOOR T.O. SHEATHING ELEV: 10'-1 1/8" Y PLATE HEIGHT NOTE: SEE ELEVATIONS FOR SIDING TYPE NOTE: PROVIDE SEALANT AT ALL EXTERIOR MATERIAL JOINTS IN ACCORDANCE WITH ASTM C 834 AND ASTM C 1 ]93 FIBER -CEMENT SIDING OVER WATER RESISTIVE BARRIER, PROVIDE SEALANT AT ALL EXTERIOR JOINTS PER MFR SPECIFICATION " GWB ON 2x6 2AMING WALL SHEATHING, REFER TO STRUCTURAL 2x6 EXTERIOR WALL FRAMING, REFER TO STRUCTURAL R-13 WALL INSULATION j `� 2 TYP. A402 CONC. SLAB & - 1 FOOTING, REFER TO STRUCTURAL ----------- -- -- . ----- h ELEV: 0'-0.. FIRST FLOOR a FINISH GRADE ---------rT/" 1 . e 6 MIL VAPOR//\\ BARRIER ON \� ...';: ' ,' . •`; : \\�\� COMPACTED & TERMITE TREATED SOIL �/ \�� ' n • 'a \\j\ '/X�j WALL SECTION @ EXTERIOR WALL 3/4"=1'-0" 2 MIS 12 D R-38 ROOF_ INSULATIO 4 $' GWB O PRE -ENG. WOOD ROOF TRUSSES 11 LU _ 0 w 0 = n U V) LU LU V) REFER TOSTRUCTURAL FOR FASTENERS & CONNECTORS v N PRE -ENG WOOD / FLOOR TRUSSES, REFER TO STRUCTURAL 8" GBW AT CEILING N I LU 0 w O = o U V) w LU REFER TOSTRUCTURAL FOR FASTENERS & CONNECTORS REFER TO SECTION 1 OF THIS SHEET FOR ADDITIONAL NOTES PRE-ENGINEERED ROOF WOOD TRUSSES 30# FELT ROOFING UNDERLAYMNET FIBERGLASS SHINGLES OVER ROOFING UNDERLAYMENT OVER ROOF SHEATHING WALL SECTION @ WINDOWS 3/4"=1'-0" \ VENTED PVC SOFFIT x 3 FIBER -CEMENT SMOOTH TRIM 2A A500 _ 3 A 500 SEE 3/A301 & A302 FOR WINDOW TRIM DIAGRAM 4 A500 1 1 3 A500 OIL ELEV: 11'-9 7/8" _ SECOND FLOOR T.O. SHEATHING oLELEV: 10'-1 1/8" _ PLATE HEIGHT FIBLR-CEMENT SIDING OVER WATER RESISTIVE BARRIER, PROVIDE SEALANT AT ALL EXTERIOR JOINTS PER MFR SPECIFICATION SEE 3/A200 & A201 FOR WINDOW TRIM DIAGRAM 4 A 500 1 I FINISH GRADE FIBERGLASS SHINGLES OVER 30# ROOFING PRE -ENG. WOOD ROOF TRUSSES, & I tKMI I t TREATED SOIL INTERIOR WALL SECTION 3/4"=1'-0" LEV: 11'-9 7/8" ECOND FLOOR .O. SHEATHING :LEV: 10'-1 1/8'' 'LATE HEIGHT LEV: 0'-0" IRST FLOOR OCJY 0r==C=11CiN, Inc. Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 2017 Ogy Design, Inc. HOMES0 PM ENT No. Description Date Single Residence 158 16th Street., Atlantic Beach TYPICAL WALL SECTIONS Project Number 201 7.10.3 Date 12/ 19/2017 Drawn By OU Checked By Ov A401 Scale C? CONC. SLAB & FOOTING, REFER TO STR --- -- CTURAL ----- 4 , 6 MIL VAPOR BARRIERON COMP CTED & TERM TE ~° • �' '� TREATE ) SOIL\/ n' WALL SECTION @ WINDOWS 3/4"=1'-0" \ VENTED PVC SOFFIT x 3 FIBER -CEMENT SMOOTH TRIM 2A A500 _ 3 A 500 SEE 3/A301 & A302 FOR WINDOW TRIM DIAGRAM 4 A500 1 1 3 A500 OIL ELEV: 11'-9 7/8" _ SECOND FLOOR T.O. SHEATHING oLELEV: 10'-1 1/8" _ PLATE HEIGHT FIBLR-CEMENT SIDING OVER WATER RESISTIVE BARRIER, PROVIDE SEALANT AT ALL EXTERIOR JOINTS PER MFR SPECIFICATION SEE 3/A200 & A201 FOR WINDOW TRIM DIAGRAM 4 A 500 1 I FINISH GRADE FIBERGLASS SHINGLES OVER 30# ROOFING PRE -ENG. WOOD ROOF TRUSSES, & I tKMI I t TREATED SOIL INTERIOR WALL SECTION 3/4"=1'-0" LEV: 11'-9 7/8" ECOND FLOOR .O. SHEATHING :LEV: 10'-1 1/8'' 'LATE HEIGHT LEV: 0'-0" IRST FLOOR OCJY 0r==C=11CiN, Inc. Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 2017 Ogy Design, Inc. HOMES0 PM ENT No. Description Date Single Residence 158 16th Street., Atlantic Beach TYPICAL WALL SECTIONS Project Number 201 7.10.3 Date 12/ 19/2017 Drawn By OU Checked By Ov A401 Scale 12 44 FIBER -CEMENT PANEL SOFFIT 1"x4" CEMENT FIBER TRIM CEMENT FIBER PANEL WRAP ON 2x FRAMING WOOD BEAM, REFER TO STRUCTURAL CEMENT FIBER PANEL WRAP BEAM TO POST CONNECTOR, RFFFa TCS STRUCTURAL FIBERGLASS SHINGLES OVER ROOFING UNDERLAYMENT OVERROOFSHEATHI` SELF -ADHERED ROOFING UNDERLAYMENT ROOF SHEATHING, REFER TO STRUCTURAL PRE -ENG. WOOD ROOF TRUSSES, REFER TO STRUCTURAL BEAM/ POST HURRICANE CLIP, REFER TO STRUCTURAL CENTERLINE 2' 0" _ 2x4 BLOCKING @ 24" O.C. I1�101E ELEV: 20'-11" _ PLAT E HEIGHT P.T. POST, REFER TO STRUCTURAL 21 DECORATIVE COLUMN FIBER I CEMENT PANEL WRAP 2-6 �' GWB R-38 ROOF INSULATION " GWB 2x4 WALL FRAMING, REFER TO STRUCTURAL R-13 MIN. WALL ALUMINUM DRIP FLASHING OVER N.T. 1 x2 DRIP OVER P.T. 2x6 FASCI ROOF TRUSS SQUARE CUT STYLE i i/ FIBERGLASS SHINGLES OVER ROOFING UNDERLAYMENT OVER ROOF SHEATHi� 30# FELT ROOFING UNDERLAYMNET ROOF SHEATHING, REFER TO STRUCTURAL PRE -ENG. WOOD ROOF TRUSSES, REFER TO STRUCTURAL INSULATION BAFFLE BETWEEN ALL TRUSSES HURRICANE CLIP, REFER TO STRUCTURAL IH. P.T. POST, REFER TO STRUCTURAL DECORATIVE COLUMN FIBER CEMENT PANEL WRAP i 1' 0" 9" 2- 4 PERIMETER SEALANT 3 4 1x10 COLUMN BASE FIBER CEMENT 1RIM POST BASE CONNECTOR & I °v ANCHOR, REFER TO STRUCTURAL = — — ELEV: 0'-0" _ — - - o a I FIRST FLOOR 10"x10"x10"H POST CONC. PEDESTAL, REFER TO I I STRUCTURAL ri a GRADE a V. t3� ° q a 4Ad ° 4. ° a / \ POST B SE DETAIL 5 1 1/2 .... =V-0" 2x6 WALL FRAMING, R-13 MIN. WALL INSULATION 1/2" GWB, HOLD FIBER CEMENT SIDING WATER RESISTIVE BARRIER WALL SHEATHING, TYPICAL EAVE DETAIL 1 1/2"=V-0" ROOF TRUSS SQUARE CUT STYLE ° ° \ VENTED PVC SOFFIT, INSTALL PER MANUFACTURER'S .4' RECOMMENDATION 4 \/ RECOMMENDATION 4" x 3 2' FIBER -CEMENT SMOOTH TRIM °d FIBER -CEMENT SIDING TYPICAL WALL BASE DETAIL ?7 LC -HI 11 JH OGl DEQ Inc. Yellov� JacksonvillE 904- 2017 C Single 1581 Aflar WAL BALCOt Project Number Date Drawn By Checked By Scale 2x4 BLOCKING @ 24" O.C. P.T. 2x6 SOLE PLATE & ~ \\ ALIGN EXTERIOR WALL SHEATHING WITH FACE OF ANCHORS, REFER TO I FOUNDATION AND HOLD- ' OFF CONCRETE ELEV: 20'-11 STRUCTURAL _ TRUSS BEARING SILL GASKET �. a..<. . SIDING BASE STRIP PER MANUF. CONC. SLAB, REFER ; RECOMMENDATION &STANDARD \\ TO STRUCTURAL � �� 0 ` ---------- --------------- FIRST FLOOR .<° ALUMINUM DRIP FLASHING OVER d °aI.{' . °' MORTAR PARGE z P.T. 1x2 DRIP OVER P.T. 2x6 FASCIA d d COAT W/ ALUMINUM WRAP -�\ lJ\T\�`� ° " a j) '°. FINISH GRADE TYPICAL EAVE DETAIL 1 1/2"=V-0" ROOF TRUSS SQUARE CUT STYLE ° ° \ VENTED PVC SOFFIT, INSTALL PER MANUFACTURER'S .4' RECOMMENDATION 4 \/ RECOMMENDATION 4" x 3 2' FIBER -CEMENT SMOOTH TRIM °d FIBER -CEMENT SIDING TYPICAL WALL BASE DETAIL ?7 LC -HI 11 JH OGl DEQ Inc. Yellov� JacksonvillE 904- 2017 C Single 1581 Aflar WAL BALCOt Project Number Date Drawn By Checked By Scale SELF -ADHERED MEMBRANE FLASHING UNDER SILL PAN FLASHING, TURN MEMBRANE FLASHING 8" UP AT JAMBS FLOORING SEE SCHEDULE SET THRESHOLD OVER DOOR SILL PAN FLASHING OVER SELF -ADHERED MEMBRANE FLASHING, ANCHOR THRESHOLD ACCORDING TO MANUF. RECOMMENDATION & STANDARD DOOR SLOPED SILL PAN FLASHING WITH WEEPS & END DAMPS 4 ; Ix4 FIBER CEMENT TRIM EXPANSION MATERIAL \\ 4 4, ; d CONC. SLAB, SEE STRUC /\\ 4 d Q 4 \\ 4 DOOR THRESHOLD DETAIL, TYP. 3"=1'-0" SELF -ADHERED MEMBRANE FLASHING UNDER SILL PAN FLASHING, TURN MEMBRANE FLASHING 8" UP AT JAMBS FLOORING DOOR, S SET THRESHOLD OVER DOOR SILL PAN FLASHING OVER SELF -ADHERED MEMBRANE FLASHING, ANCHOR THRESHOLD ACCORDING TO MANUF. RECOMMENDATION & STANDARD DOOR SLOPED SILL PAN FLASHING WITH WEEPS & END DAMPS -1 v � dA W �....-- ---a ........ 4 1x4 FIBER CEMENT TRIM EXPANSION MATERIAL \\\ , 4 AM. 2A SLAB ' RECESS, COO.RD. ; CONC. SLAB, SEE STRUCTURAL / W/ DOOR'TYPE X\ 4 d THRESHOLD DETAIL @ SLIDING DOOR, TYP. 3"=1'-0" WATER RESISTIVE BARRIER � 2 STUCCO SYSTEM FINISH \ COUNTER FLASHING C 5x5 GALVANIZED FLASHING C ARCHITECTURAL SHINGLES C 30# FELT ROOFING C UNDERLAYMENT (WRB)-\ ROOF SHEATHING `b HEADWALL FLASHING DETAIL - ISOMETRIC VIEW 3/4"=1'-0" WINDOW HEAD DETAIL 2B3"=1'-0" WINDOW HE�DD ETAIL @ROO�FE AVE 2A3"=1'_0" WATER RESISTIVE WATER RESISTIVE BARRIER WINDOW ~"" } BARRIER (WRB)-\ R-13 WALL I (WRB) WINDO FRAME AND INSULATION PERIMETER { JUNCTURE CAULK HBER CEMENT SIDING MARBLE SILL -= 1' 2x3 SLOPED FIBER I" GWB OVER 2x 2 I i WATER RESISTIVE BARRIER M CEMEN SELF -ADHERED FLASING w i SELF -ADHERED FLASING OVER "Z" "` I OVER "Z" FLASHING FLASHING STARTIN STRIP s, a x +/- 3 2 VENTED SOFFIT w" FIBER -CEMENT CONT. SEALANT CAULK .• ' �; " GAP DO NOT SMOOTH TRIM CAULK BETWEEN I 4' GAP - DO NOT CAULK i SIDING FLASHING BETWEEN SIDING & R-13 WALL /` f j � lx4 WINDOW TRIM R-13 WALL �, ''' \:�° i FLASHING INSULATION CONT. METAL'Y' FLASHING INSULATION \ METAL "Z" FLASHING W/ 2 j" VERT. W/ MIN r JAMB FLASHING, SEE 1 x4 WINDOW LONG L G2AND �" 1x4 FIRE CEMENT TRIM i MIN. 2 L" VERT. LONG LEG �„ GWB OVER DETAIL 1 OF THIS SHEET TRIM LEG OV ' -:R 2x2 TRIM" GWB OVER 2x "f i I AND 2' LEG OVER 2x2 TRIM 2x 2 i i 2 WALL FRAMING 2x2 FIBE CEMENT TRIM WALL FRAMING EALANT 2x2 FIBER CEMENT TRIM 2' GWB OVER 2x ' " FIBER CEMENT " GWB CORNER CLOSED CELL BAKER WALL FRAMIN W R B OVER HEAD \ ROD & SEALANT FLASHING i = \ i WRB OVER HEAD w�. R-13 WALL , WATER ' __----FLASHING l Ix8 FIBERCEMENT i BARRIER \ CLOSED CELL SPRAY (WRB) TRIM TRIM \ ; Ix8 FIBER CEMENT TRIM 1 x6 WINDOW TRIM ll ; 1x6 WINDOW TRIM \ �I \" 'I ROUGH OPENING JUNCTURE iHEAD F ASHING, SEE 0 HEAD FLASHING, SEE 77 DETAIL 1 `' DETAIL 1 OF THIS SHEET OF THIS SHEET GWB CORNER CLOSEE CELL BAKER GWB CORNER CLOSED CELL BAKER BEAD, TYP. ROD & SEALANT BEAD, TYP. ROD & SEALANT PERIMETER CAULK PERIMETER CAULK CLOSED CELL SPRAY CLOSED CELL SPRAY SHIM AS REQUIRED FOAM SEALANT SHIM AS REQUIRED FOAM SEALANT AT AT WINDOW FRAME AND WINDOW FRAME AND ROUGH'OPENING ROUGH OPENING JUNCTURE JUNCTURE WINDOW HEAD DETAIL 2B3"=1'-0" WINDOW HE�DD ETAIL @ROO�FE AVE 2A3"=1'_0" WINDOW SILL DETAIL 4 WINDOW JAMB DETAIL 1000D FRAI„IE CONSTRUCTION CODE COMPLIANT WINDOW INSTALLATION 1 IETNOD (F5C-R-103.8) WEATI-IER RESITIVE BARRIER (WRS) APPLIED PRIOR TO THE WINDOW INSTALLATION. t FLA5HING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. STEPS OIN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL ! WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. (2 APPLY SILL FLASHING (4orb") V APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE TO HEAD < BOTH JAMBS. APPLY A DISCONTINUOUS BEAD TO BOTTOM FLANGE LEAVING (2) 2" GAPS. O SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. O APPLY JAtI5 FLASHING ® APPLY BEAD OF SEALANT AT HEAD APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. © SEALANT BEAD BEHIND MOUNTING FLANGE. SEAL THE WINDOW FRAME TO OPENING. APPLY A Ye" NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. 55 JAMB FLASHING APPLY CONT. SEAL TO THE MCANTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVER SEALANT). �t r SECTION A THROUGH WINDOW JAMB FLASHING SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. O/ SECURE WRB AT HEAD _ FLASHING AT HEAD EXTENDS I" BEYOND JAMB FLASHING. / I / / I '1Q / / OHEAD FLASHING SEALANT j I` / / ( EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES / ) ( OVER SEALANT). EXTEND HEAP O / FLASHING BEYOND EACH JAMB 111 FLASHING, FASTEN IN PLACE. / I I JAMB L,4SHING / � I I EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. TUCK TOP OF JAMB FLASHING UNDER THE FLAPOF WRB AT THE HEAD. SEE DIAGRAM. / SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, ® PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER t WINDOW MANUFACTURER SPECIFICATIONS. I 135' �,� II kDWEATHER RESISTANT \ e ' BARRIER -WRB \ AT A 49 DEGREE ANGLE, CAREFULLY CUT THE \ BARRIER ON A DIAGONAL. GENTLY RAISE THE / TOP EDGE OF THE BARRIER UP AND TAPE THE i TOP CORNERS AND CENTER TO THE EXTERIOR URB SURFACE ABOVE. INTERIOR VIER, / TOP LEFT CORNER OF WINDOW NOTES: 1. flashing to be flexible self-adhesive type (min. 4" wide) sill pan flashing 2, cover sill to at least depth of window, plus 2" onto face of wrt sloped surface (optional) 3, the pan shall direct water to the exterior over sill flashing sill plate 4. install flashing around remaining window unit 5. weather resistive barrier to form water shedding laps see note #2 Nfi. b" SILL PAN FLASHING weather resistive barrier NTS C opt i ona I wall sheathing Frepared by BOAF Ffrst Coast Chapter WINDOW INSTALLATION METHODS N.T.S. 9-1"1-2013 NOTES: 1. INSTALL WINDOWS PER MANUFACTURER'S RECOMMENDATION. PROVIDED WINDOW INSTALLATION APPLICATION SHALL COMPLY WITH FBC—R703.8. DOM W-ATHER RZ91TI +E BARRIER {1h APPPPLIED OR M 1HE DOOR INSTALLA3YtK FLASHINC AP'F EQ OVM ,HE FATE OF THE FRAME. s7EP5 IN ' A7M SKMNt FAStBDN, STARTNS AT TW BASE Pr' Tit, ..* Ni, M*MS TW TDP 6mml INK WM TO THE FAM W MA MSTA&A. SIL R.AS)4NC l 50`3.1. YM .ALL AM RASHM i DOOR Uhf' AS P€TE MAl�1PACRffPIIi``S INSfifiFS:AON Z)OWT Atl Rom HEAD nAsHswc Y SE—KT in SMYGID wbw (DAO FLANQ APPLY CONT. 2AL T6 THE MOLMIiM6 cf.aNr�; aT THE rDP ;rc�An, aMn 5?rtfS {.40dt85, LIF PktF&)RWf�3FND #AL#dT Ar ,sau,q 9 rrt' ADfSVE tri£ �,a aT T ELa3;;D JaNN Ca} R1E� HEAD PLP,"G R ASHIM NITD SEALANT AND HM FLA911M nem BOTTOM Oi TME HUD FLA94*4 ,kQ"ST TT#C PIMVItit9_Y AIPnm SMUT (Pi.A:$ M f� f14ETf SiA4aUn. L7trov KW KTa�o EA AME FLM49, FASTEN IN PLACE. sa; 0 I I? T AT A as DEC3t£P A"Le,cAacTLas.Y cH' T $ r DAMIM IN A i31AZA&L, 47f7t7LY RNA niE TOP LC? T COMER OF D40R OF ITC 9MRIER OP NW •PAPE SHE r' ICP CD MER$ AND CENTER M IPE EXIMOff WR SUWAM ADM DOOR INSTALLATION METHOD N.T.S. OGY No Inc. Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 �C> 2017 Ogy Design, Inc. ""' (:�51 U H"'MES 'A" LEVELOPMENI No. Description Date Single Residence 158 16th Street, Atlantic Beach WINDOW, DOOR, & ROOF/ FLASHING DETAILS Project Number 201 7.10.3 Date 12/19/2017 Drawn By ov Checked By off/ Scale CLOSEQ CELL SPRAY WINDOW FOAM SEALANT AT R-13 WALL WINDO FRAME AND INSULATION PERIMETER { JUNCTURE CAULK MARBLE SILL -= 1' 2x3 SLOPED FIBER I" GWB OVER 2x 2 I i WATER RESISTIVE BARRIER �? CEMEN SILL TRIM WALL FRAMING CONT. SEALANT CAULK 15. DOO CONT. CAULK 1x4 FIBER CEMENT TRIM SILL FLASHING, SEE DETAIL 1 OF lx4 WINDOW TRIM THIS SHEET4" CONT. EALANT I' JAMB FLASHING, SEE 1 x4 WINDOW 1x4 FIRE CEMENT TRIM i; DETAIL 1 OF THIS SHEET TRIM \ I. CAULK i CONT. EALANT 2' GWB OVER 2x ' " FIBER CEMENT SIDING GWB CORNER CLOSED CELL BAKER WALL FRAMIN µ \ i BEAD, TYP. ROD & SEALANT i R-13 WALL , WATER RESISTIVE PERIMETER CAULK INSULATION i BARRIER CLOSED CELL SPRAY (WRB) SHIM AS REQUIRED FOAM SEALANT AT WINDOW FRAME AND ROUGH OPENING JUNCTURE WINDOW SILL DETAIL 4 WINDOW JAMB DETAIL 1000D FRAI„IE CONSTRUCTION CODE COMPLIANT WINDOW INSTALLATION 1 IETNOD (F5C-R-103.8) WEATI-IER RESITIVE BARRIER (WRS) APPLIED PRIOR TO THE WINDOW INSTALLATION. t FLA5HING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. STEPS OIN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL ! WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. (2 APPLY SILL FLASHING (4orb") V APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE TO HEAD < BOTH JAMBS. APPLY A DISCONTINUOUS BEAD TO BOTTOM FLANGE LEAVING (2) 2" GAPS. O SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. O APPLY JAtI5 FLASHING ® APPLY BEAD OF SEALANT AT HEAD APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. © SEALANT BEAD BEHIND MOUNTING FLANGE. SEAL THE WINDOW FRAME TO OPENING. APPLY A Ye" NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. 55 JAMB FLASHING APPLY CONT. SEAL TO THE MCANTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVER SEALANT). �t r SECTION A THROUGH WINDOW JAMB FLASHING SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. O/ SECURE WRB AT HEAD _ FLASHING AT HEAD EXTENDS I" BEYOND JAMB FLASHING. / I / / I '1Q / / OHEAD FLASHING SEALANT j I` / / ( EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES / ) ( OVER SEALANT). EXTEND HEAP O / FLASHING BEYOND EACH JAMB 111 FLASHING, FASTEN IN PLACE. / I I JAMB L,4SHING / � I I EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. TUCK TOP OF JAMB FLASHING UNDER THE FLAPOF WRB AT THE HEAD. SEE DIAGRAM. / SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, ® PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER t WINDOW MANUFACTURER SPECIFICATIONS. I 135' �,� II kDWEATHER RESISTANT \ e ' BARRIER -WRB \ AT A 49 DEGREE ANGLE, CAREFULLY CUT THE \ BARRIER ON A DIAGONAL. GENTLY RAISE THE / TOP EDGE OF THE BARRIER UP AND TAPE THE i TOP CORNERS AND CENTER TO THE EXTERIOR URB SURFACE ABOVE. INTERIOR VIER, / TOP LEFT CORNER OF WINDOW NOTES: 1. flashing to be flexible self-adhesive type (min. 4" wide) sill pan flashing 2, cover sill to at least depth of window, plus 2" onto face of wrt sloped surface (optional) 3, the pan shall direct water to the exterior over sill flashing sill plate 4. install flashing around remaining window unit 5. weather resistive barrier to form water shedding laps see note #2 Nfi. b" SILL PAN FLASHING weather resistive barrier NTS C opt i ona I wall sheathing Frepared by BOAF Ffrst Coast Chapter WINDOW INSTALLATION METHODS N.T.S. 9-1"1-2013 NOTES: 1. INSTALL WINDOWS PER MANUFACTURER'S RECOMMENDATION. PROVIDED WINDOW INSTALLATION APPLICATION SHALL COMPLY WITH FBC—R703.8. DOM W-ATHER RZ91TI +E BARRIER {1h APPPPLIED OR M 1HE DOOR INSTALLA3YtK FLASHINC AP'F EQ OVM ,HE FATE OF THE FRAME. s7EP5 IN ' A7M SKMNt FAStBDN, STARTNS AT TW BASE Pr' Tit, ..* Ni, M*MS TW TDP 6mml INK WM TO THE FAM W MA MSTA&A. SIL R.AS)4NC l 50`3.1. YM .ALL AM RASHM i DOOR Uhf' AS P€TE MAl�1PACRffPIIi``S INSfifiFS:AON Z)OWT Atl Rom HEAD nAsHswc Y SE—KT in SMYGID wbw (DAO FLANQ APPLY CONT. 2AL T6 THE MOLMIiM6 cf.aNr�; aT THE rDP ;rc�An, aMn 5?rtfS {.40dt85, LIF PktF&)RWf�3FND #AL#dT Ar ,sau,q 9 rrt' ADfSVE tri£ �,a aT T ELa3;;D JaNN Ca} R1E� HEAD PLP,"G R ASHIM NITD SEALANT AND HM FLA911M nem BOTTOM Oi TME HUD FLA94*4 ,kQ"ST TT#C PIMVItit9_Y AIPnm SMUT (Pi.A:$ M f� f14ETf SiA4aUn. L7trov KW KTa�o EA AME FLM49, FASTEN IN PLACE. sa; 0 I I? T AT A as DEC3t£P A"Le,cAacTLas.Y cH' T $ r DAMIM IN A i31AZA&L, 47f7t7LY RNA niE TOP LC? T COMER OF D40R OF ITC 9MRIER OP NW •PAPE SHE r' ICP CD MER$ AND CENTER M IPE EXIMOff WR SUWAM ADM DOOR INSTALLATION METHOD N.T.S. OGY No Inc. Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 �C> 2017 Ogy Design, Inc. ""' (:�51 U H"'MES 'A" LEVELOPMENI No. Description Date Single Residence 158 16th Street, Atlantic Beach WINDOW, DOOR, & ROOF/ FLASHING DETAILS Project Number 201 7.10.3 Date 12/19/2017 Drawn By ov Checked By off/ Scale F_ ALL FASTENERS PENETRATIONS TO BE ALL EXPOSED LUMBER TO BE OC=JY SEALED PER BALCONY DECKING PRESSURE TREATED MANUFACTURER'S STANDARD 1 RAILING SYSTEM SUPPORT & FASTENING , BALCONY TILE FINISH SHOWN, TO BE BY FLORIDA DELEGATED COORD. W/ OWNER FIBER -CEMENT SIDING ENGINEER W/ STARTER SFRIP 1 SET THRESHOLD OVER DOOR SILL • EXTEND WBR OVER 3/4 OZ. FIBERGLASS & PD RESIN FLASHING PAN FLASHING OVER SELF ADHERED MEMBRANE FLASHING, ANCHOR REQUIREMENTS) PLI-DEK FOR LGALVANIZED I ACCORDING TO MANU. FAB YeIIOW Star ar Ln N FLASHING, 4" MIN. SELF -ADHERED MEMBRANE RECOMMENDATION &STANDARD M N 2' GU80 BASE COAT ABOVE BALCONY FINISH FLASHING UNDER SILL PAN FLASHING, TURN MEMBRANE FLASHING 8" UP AT JAMBS a o Jacksonville, Florida 32224 1 I � s ' I DOOR SILL PAN FLASHING MIN. 26 GAUGE WITH SLOPED WEEPS GALVANIZED SHEET METAL = FLASHING (3/16" RISE). - 1 904-716-6335 (BONDERIZED) 1 1" GAP MIN. I �.n .� xxxxxTexiexxxxxxxxxxxxxxt'xxx xxxxxxxxxxxx�kxTxxxxxxxxxx , •. z BALCONY FINISH, OWNER'S OPTION 1 C� 2017 Ogy Design, Inc. 777 S pp D C 3/4 OZ. FIBERGLASS & PD RESIN ;I WITH GU80 TOP COAT ■ I FACE MOUNTED ■ SEE DETAIL 3 OF THIS SHEET RAILING SYSTEM, 1 GU80 BASE COAT ■ I FOR DETAIL CONT. SUPPORT AND• ' f _+ = I ANCHORING PER -- ! f , 2.5 GALVANIZED FLORIDA DELEGATED '� ` f �' ,F' f''f '' ff 'f • METAL LATH ■I ---------------------- ENGINEER ;. 3< ■■ -f- ff ,._2 LAYERS OF4 E X xx . ---------------- CONT. SEALANT RADE PLYWOOD OVER SLOPED MATERIAL f RAILING SUPPORTBETWEEN FLASHING BALCONYJOISTS, xx SPACER PER RAILING BALCONY FINISH xxxxxxxSLOPE 1/4" PER 12 LEDER PLATE SYSTEM STANDARD \\ COMPATIBLE ■ SEALANT HARDI PANEL FACE r � r•. ■ BALCONY JOISTS .�'' �` ,�'.•�``= f ,_�' ,f'=f`` ■H MES ---- WOOD BEAM, _ f ••,'` f'I SEE STRUCTURAL ■ - - --- ,t_ - f fj 2.5 GALVANIZED METAL LATH o JOIST HANGER, SEE _ – – ■ STRUCTURAL % r , t., 2 LAYERS OF 4" EXT. GRADE PLYWOOD OVER SLOPED BALCONY JOIS IS, EXTEND SELF -ADHERED ALL EXPOSED LUMBER TO BE SLOPE 1/4" PER 12" ■ MEMBRANE FLASHING UNDER PRESSURE TREATED ■ LEDGER PLATE AS SHOWN , { BALCONY EDGE DETAIL DECK TO WALL FLASHING DETAIL THRESHOLD DETAIL @ BALCONY W/ FACE MOUNTED RAILING SUPPORT BALCONY WATERPROOFING BASIS OF DESIGN: PLI-DEK SYSTEM OVER PLYWOOD, TYP. ALL BALCONY DETAILS No. Description Date BALCONY WATERPROOFING NOTES: — BALCONY WATERPROOFING SYSTEM BASIS OF DESIGN: "PLI-DEK" SYSTEM OVER PLYWOOD DECKING, OR EQUAL - SUBMIT WATERPROOFING SYSTEM SHOP DRAWINGS OF ALL CONDITIONS AND MATERIALS USED FOR DESIGNER'S REVIEW - PROVIDE ADEQUATE WATERPROOFING SYSTEM BASED ON BALCONY FINISH PROVIDED ALL EXPOSED LUMBER TO BE ALL FASTENERS PENETRATIONS TO BE PRESSURE TREATED SEALED PER BALCONY DECKING MANUFACTURER'S STANDARD RAILING SYSTEM SUPPORT & FASTENING PLAN VIEW TO BE DESIGNED BY FLORIDA 1. WOOD FLOOR FRAMING NOTES: DELEGATED ENGINEER 2. SLOPED PLYWOOD DECK 1. ALL FLASHING REQUIRE SOLVENT WIPE. 3. EXTERIOR WALL FRAMING 2. ALL FLASHING SEAMS S ALL BE INSTALLED AS TO NOT "BUCK" WATER BASE PLATE & STEEL POST 4. 2.5 GALVANIZED METAL LATH 12 3. EMBED SEALANT BETWEEN OVERLAP SEAM AND JOINTS I I (BY OTHERS) 5. GU80 BASE COAT 4. ATTACHMENT PER SMA .NA STANDARD 1 1 5. ALL EXPOSED METAL TO BE COATED PLI-DEK FINISH COAT. APPLY COMPATIBLE SEALANT TO THE 3/4 OZ. FIBERGLASS & 6. BALCONY FINISH PD RESIN INSIDE AND OUTSIDE OF THE 6 FASTENER/PENETRATIONS AS WELL AS REQUIREMENTS) 7. MIN. 4" x 6", 26 GAUGE L (CONTACT PLI-DEK FOR GALVANIZED 1" METAL (BONDERIZED) 8. THRESHOLD PAN FLASHING W/ VERT. END DAMS 3 UNDER THE BASE PLATE AND AROUND THE PERIMETER OF THE BASE PLATE. GU80 BASE COAT 9. COMPATIBLE SEALANT SEALANT WILL NEED TO BE MAINTAINED 10. 3/4 OZ. FIBERGLASS & PD RESIN WITH 13 �� 2.5 GALVANIZED GU80 TOP COAT YEARLY. NOTE: LAG BOLT INSTALLATION, METAL LATH STUCCO FINISH DRILL PILOT HOLES FOR LAG BOLTS & 11. EXPANSION MATERIAL \\\\ NOT SHOWN 4 INJECT HOLE WITH COMPATIBLE �— GU80 TOP COAT .,... ,. rr. i w .iT nni�n T� i. irTw i i �T��i �r Single Residence 158 16th Street, Atlantic Beach BALCONY DETAILS Project Number 2017.10.3 Date 12/19/2017 Drawn By Ov Checked By Ov A50 I Scale WP DASHED LINE INDICATES CENTERLINE OF DOOR/ WINDOW/ WALL FIRST FLOOR ELECTRICAL SCHEMATIC PLAN 1/4"=V-0" AFI, TYP. 7-0" \ 5-6" WP GFI 0111.� O 5-6" 0 0 OSVOKE D TECTOR, TYP. AFI, TYP. NOTE: COORD. DOOR W/ FAN WPB ((l=a GFI AFI, TYP. i �... __......... ._..._. .. ............. ------------ AFI, ._-..._.____.-.W...._..-- E SECOND FLOOR ELECTRICAL SCHEMATIC PLAN 1 /4"=1'-0" G AFI, TYP. ELECTRICAL LEGEND DUPLEX RECEPTACLE WALL MOUNTED ^GFI DUPLEX RECEPTACLE ON GROUND -FAULT CIRCUIT INTERRUPTER ^AFI DUPLEX RECEPTACLE ON ARC -FAULT CIRCUIT INTERRUPTER JB JUNCTION BOX O ® FAN/ LIGHT COMBO O O ® SPECIAL OUTLET TV TELEVISION CABLE ' TELEPHONE PENDANT FIXTURE O RECEESED FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE 12"x48" FLUORESCENTE LIGHT BOX FLUSH MOUNTED O SHOWER/ TUB LIGHT/ FAN COMBO /a EXHAUST FAN DISCONNECT SWITCH © PUSH BUTTON OS INSTALL SMOKE/ CARBON MONOXIDE ALARMS PER FBC RESIDENTIAL SECTION 8314, R315 & R315.1.2 NOTES: - COORDINATE OUTLET LOCATIONS WITH OWNER ALL LIGHTING FIXTURES TO BE SELECTED BY OWNER PROVIDE 100% HIGH -EFFICACY LIGHTING PER FBC-ENERGY CONSERVATION 2014 ELECTRICAL NOTES 1. WIRE ALL APPLIANCES, HVAC, UNITS AND OTHER EQUIPMENT PER MANUF. SPECIFICATIONS. 2. INSTALLATION SHALL BE PER NATIONAL ELECTRIC; CODE 2011 OR LATEST EDITION. 3. CONSULT THE OWNER FOR THE NUMBER OR SEPARATE TELEPHONE LINES TO BE INSTALLED. 4. ALL SMOKE DETECTORS SHALL BE 120V W/ BATTERY BACKUP OF THE PHOTOELECTRIC TYPE, AND SHALL BE INTERLOCKED TOGETHER. INSTALLED IN ACCORDANCE W/ APPLICABLE SECTIONS OF NEC -LATEST EDITION 2011. 5. TELEPHONE, TELEVISION, AND OTEHR LOW VOLTAGE DEVICES OR OUTLETS SHALL BE AS PER THE OWNER'S DIRECTIONS AND IN ACCORDANCE W/ APPICABLE SECTIONS OF NEC -EDITION 2011. 6. ALL MATERIALS SHALL HAVE A UL. LABEL OR LISTING. 7. RECEPTACLES LOCATED WITHIN WET AREAS SHALL BE GFCI PROTECTED. 8. PER FBC 5th EDITION RESIDENTIAL E3902.12 WITH EXCEPTION ALL BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE PHASE, 15- & 20 - AMPERE OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, CLOSETS, HALLWAYS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 9. VERIFY WITH OWNER SPECIFIC LOAD DEMANDS OF EQUIPMENT AND SPECIFIC CONNECTION REQUIREMENTS 10. VERIFY EXACT MOUNTING HEIGHT AND CONFIGURATION OF SUSPENDED FIXTURES WITH OWNER. 11. SWITCH CONTROLLED LIGHT CIRCUIT FOR FLOOD LAMPS LOCATED IN SOFFIT (R=REAR F = FRONT) 12. RECESSED IN -SLAB FLOOR OUTLETS WITH SOLID METAL TRIM COVERS - VERIFY WITH OWNER SWITCHING REQUIREMENTS AND LOCATION OF SUCH SWITCHING. 13. PROVIDE DUPLEX RECEPTACLE(S) IN UPPER CABINET(S) FOR FUTURE UNDER -CABINET LIGHT UNITS - VERIFY W/ OWNER DETAIL NOTE: ALL WORK IN ACCORDANCE WITH NEC 2011 OC,Y No Inc. Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 12017 Ogy Design, Inc. 105S1 Hu""MES No. Description Date Single Residence 158 16th Street, Atlantic Beach FIRST & SECOND FLOOR ELECTRICAL SCHEMATIC PLANS Project Number 2017.10.3 Date 12/19/2017 Drawn By Ov Checked By Ov El 00 Scale