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1795 MAYPORT SFAT EXTERIOR WALLS HAVE-,,) f�rn r�) f.1)r n(-: of I P. i r, e r r.: BEEN HELD BACK 1 r s f)f 3ald NITI 0' h�� frOrrl errC)r�, C1, n Pe`r'Xi�SVWPI i�_12_6621.11"Truss to Wall" connections e the responsibility of the Building Designer,not the N G FOR SHEATHI F,,T 1 ",E] 'I , 1-1 P; ROVED A r VZOVIZIGIM connections unless noted 16-C 3-00 20-00-00 Trusses are to be 24"o.c.�U.N. 0 20-00-00 16-05-00 e Paco 0 equi ent U.N.O.- All hangers are to be ' pson - 10d x 1 112"N an ecti ns to single ply red a j sup';;�t rcr cim Trusses e not designed sup— Unc "UVo--- Dirosrsions are Feet-Inches-Sixteenths Note.: T FirstSource unless approved in writing first. 9 850-835-4541 A P 72-11-00 ;7 9 ACQ lumber is corrisive to truss plates. Any ACQ lumber that comes in contact with truss plates Q.e.scabbed on 9 tails)must hav an approved barrier applied first. 9 7-00-00 8-00-00 666' 3-10-12 3-09-04 1 8-00-00 3-09-12 3-OR-64 3-10-12 MO-00 7-00-00 e 4 1 17 Refer to BCSI-B1 Summary Sheet-Guide for handling, 7 Installing and Bracing of Metal Plate Connected Wood _BM-11 FO _LO-00 4-Oa 00 -4::( 0 4-0(.00 4-d)-00 4-01,00 05 proper orientation of the truss placement plans as to the F10 4 _F 1=0 construction documents and field conditions of the 06 structure orientation. If a reversed or flipped layout is .FO2 required,it will be supplied at no extra cost by Builders Fi�tSource. F T� It is the responsibility of the Contractor to make sure the Fil Fil H F1 T_ placement of trusses are adjusted fo plum ing ps,can lights,ect so the trusses do not interfere with these Ni type of it.... 9 9 9 F 11 ruU ruv 7 o any additional loads from above. This truss placement plan was not created by an engineer,but rather by the Builders FirstSource staff and is solely to be used as an installation guide and does not .6 111 Fr require a seal.Complete truss engineering and analysis F06 3 can be found on the truss design drawings which may be sealed by the truss design engineer. 1-16 H6 Gable end trusses require continuous bottom chord fzi 0 bearing. Refer to local codes for wall framing rut J- requirements. 11 11 11 A though all attempts have been made to o so,trusses c m Y n t e esigne a none 3-0 00 Hr FTT- 3-0 00 9 a individ of truss drawings and truss placement plans for IMF TlU(3 T14r 9 proper urientation and placement. 1-0-00 1-0 00 L----------- ------_TT3G_— 20-00-00 16-06-00 16-05-00 20-00-00 19-lG-00 16-03-00 19-10-00 1 Builders 16� �0-00 1 6-O&CO 1&C �00 20-00-00 FIRSTSOURcE UNIT UNIT UNIT UNIT Freeport PHONE: 850-835-4541 UNIT UNIT UN IT UNIT FAX: 850-835-4532 A B C Dd Jacksonville PHONE: 904-772-6100 A B C.No D FAX: 904-772-1973 Tampa iv PHONE: 813-621-9831 FAX: 813-628-8956 Puilder: !BEACHES HABITAT rgal Address: 1795 MAYPORT RD r1odel: IQUADPLEX Drawn By:::: ri " at Ref#: �;18/14 JOE 628610 roor I Job# Floor 2 Job#::: f Job#: MITEK PLATE APPROVAL #'S 2197.2-2197.4, WEYERHAUSER PRODUCT #'S 1630.2-1630. 10 1629275 N/A 628610 20 .0 10 20 SITE AREA SUMMARY: TOTAL SITE: 18,018 SF SCALE IN FEET EXISTING PERCENT IMPERVIOUS: 0% PROPOSED IMPERVIOUS AREA. z BUILDINGS: 3,611 SF -4 Z3 PAVEMENTS AND SIDEWALKS: 1,330 S TOTAL: 4,941 SF a: C) PROPOSED PERCENT IMPERVIOUS: �:D < 4,941 SF / 18,018 SF 27.4% FOUND IRON PIPE 0� 0 (NO CAP) RETENTION BASIN CALCULATIONS: W—f— E 0 < VOLUME REQUIRED: STANLEY ROAD V CA(R/1 2) STANDLEY ROAD BY PLAT 0 POST 30' RIGHT-OF-WAY BY PLAT a- '/12) = 5,893 CF 1�p M (0.42)(18,018 SF)(9.3 BENCHMARK g MAG NAIL GENCIAMARK f�� V CA(R/12) SAP41TARY MAPIHOI[E PAAG PJAIL Z PRE= ELEVATION�12.52 a, — ----- —S ��E� coo di <� (0.23)(18,018 SF)(9.3'/12) 3,279 CF 12 5 J2.50 EDGE OF PA F1 F VA TION 12�D9 0 C) PER COA. - " , - 1� I I = , - (_=�) 13W 2" LJ LLJ /P ILI W;s -1------- FOU`11 w OC 2,614 CF QUIRED: _CUND 1/2" IRON 2 1 R ape, F- &C TOTAL VOLUME RE 54. IP -�IPE (LB 3672) ro), pipt (LB V) Eh > VOLUME PROVIDEa ELEV. 12.0 3,398 SF 2,622 CF ELEV. 11.0 1,846 SF Lo D?CP TOTAL VOLUME PROVIDED: 2,622 CF ) I , -J IN_ET Aga\ Y C) e 1140 (D C) z Li 6; ok 13,40 N Z) Az tv\v� 04ok F= 0 (3 iv 0 13.7 13.7-'/ YI-11 K 0 0 v--vk < z 0 F- co 11, 4� c,0 + lt�l I I I- -_ Ln o (IV lb offi 12.7 hf�!�u 41 C)Gj FFE 14.20 - 0 m �N-0., C) �q 11T '00 c. 1 V4 Qj Fj 13.7 13.7 13.7, 4�_ 41 pi? -v 12.5 13 4 ,OF, -0 V_� 0- a) u FOUND YX3" CCNCR�FE D) 'P �ONuflalr (mo SHEET 'K 12.3 4 �,NAW, FENCE POSTIP-:— L;N-X FENCE Ic 2�O 1 7 9. IDILAPIDATFI) ON CORNER + FOUND 3/4" IRON PIPE (179.05' FROM IRON To MONUMENT) GARY A.ABBEY,P.E. REG.NO.56919 < ST. JOHNS RIVER CD < SITE DEVELOPMENT PLANS Ll =D 0 0 1 FOR STANLEY ROADL'j 0 LEVY ROAD ID < z 0 cl� D- o L'j ��SITE 1795C MAYPORT ROAD LUC) LLJ B ULEVARD ATLANTIC 40 BLVD. VICINITY MAP 1795C MAYPORT ROAD < ATLANTIC 13EACH FLORIDA SHEETINDEX > <; Ldr- q-� A E C'4 0 STRUCTURE PL C MFENT SHEET N 0. DESCRIPTION 44',,j of V T P C) PER APPROVED SITE PLAN 1, LL V I By Y IS U0--lV_EElIFlED BY ANY 1 COVER SHEET C�l 0 COU Ty S CTIO STANDARD COUNTY INSPECTI N 2 EXISTING CONDITIONS AND DEMOLITION PLAN 3 SITE LAYOUT AND UTILITY PLAN CD PREPARED FOR: 4 GRADING AND DRAINAGE PLAN 5 CONSTRUCTION DETAILS 6 GENERAL NOTES 2 --t 7 CONSTRUCTION MANAGEMENT PLAN BEACHES HABITAT FOR HUMANITY N&" 797 MAYPORT ROAD ATLANTIC Bl---iACH, FLORIDA 32233 V4 9 u fQ1 r� l u V) '�HEET REVISIONS: 1 12/19/14 REVISED PER COAB COMMENTS ",a ABBEY,P.E. GARY . 2 2/6/15 REMSED PER COAB COMMENTS REG.Nij.'56M9 20 0 10 20 STANLEY ROAD SCALE IN FEET FOUND IRON PIPE 1'0 STANDLEY ROAD BY PLAT (NO CAP) RIGHT-OF-WAY BY —--—-- N cr :Z— <D C) CD co +"'BENCHMARK + MAG NAIL + SANITARY MA/HCLE 10,, V C ��BENCHMARK TOP 12 5 10" V.C. ol MAG NAIL ELEVATION=12.52 IHV. 6. EDGE OF P VEMENT ELEVATION=12.59 C PER COAB 3ru Q-3.80FIE IW2 GALV. V) :(:3 FOUND 1/2" IRON w 2L Al-\jf > LLJ -L — — — -- Z- PIPE (LB 3672 Q :T' FOUNI 1/2" IRO�� 5' -.4 134.8-0' 7 'q PIPE �l B 36 < �IZ5-ww < <D Li co x x (50.00') > (D CD DROP INLET :2 LLJ Ln LOT 9, BLOCK '18 LJ uj 4� SILT FENCE > MAP SHOWING SURVEY OF Ld 1'4 LOTS 7 AND 8,BLOCK 18,AS SHOWN ON,BUT NOT INCLUDED IN,DONNER'S C�4 z LOCATION OF HOUSE,,""' 2: REPLAT AS RECORDED IN PLAT BOOK 19,PAGE 16 OF THE CURRENT PUBLIC < RECORDS OF DUVAL COUNTY,FLORIDA.BEING THE SAME LANDS AS DESCRIBED (PREVIOUSLY REMOVED) co < IN OFFICIAL RECORDS BOOK 11090,PAGE 2320 OF SAID PUBLIC RECORDS. 4Z� + z (-v T 8,8LOCK 18 'A 04 LO Ld .co g CbQ) Po -—- ----—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--—- THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE")C(AREA (-v (136.50') LOT 7, BLOCK 18 0 OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN)AS WELL AS CAN BE < �c) DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER IVs 0 12031CO408H,REVISED JUNE 3,2013 FOR DUVAL COUNTY,FLORIDA. EXISTING TREE z Ld ell LOCATION OF 8 cl� HED_,Z 0 NOTES: 2: .10 TO BE REMOVED(TYP.) cr, 1.THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREE LOCATION. m 1�1 (PREVIOUSLY REMOVED) 2.ANGLES PER FIELD SURVEY. uj 0 0 CD 0 fy 3.NORTH PROTRACTED FROM PLAT. c� Ck-- ui 0) 4.NO BUILDING RESTRICTION LINES PER PLAT. L.L Ln '00 5.ELEVATIO N BAS ED ON NGVD 1929.(RE FE RENC E B E N CH MARK IS A MAG NAI L AN D 'o cl x- ell Ln DISK IN THE SOUTH EDGE OF PAVEMENT OF JACKSON ROAD NEAR ITS INTERSECTION Is �Q WITH THE WEST LINE OF ALLEY.ELEVATION 11.75 NGVD 1929. �2 ,�D+ Q) X 'Q ,qo IV BOATWRIGHT LAND SURVE U 4*1 'I, -- 19. TREE BARRICADE(TYP.) Q, + ........ 0. 1500 ROBERT?k]FVE� Q, JACKSONVILLVE H, LORIDA FOUND 3'X3" CONCRETE 'o 241-8550 MONUMENT (NO ID) + g x ��'x OFV 90 083 x N- _H 0 0 X—X—X- 6 X—X—X—X—X—X—X— &---Z—x-=l�'—F'�xFF TO I IN —--—-- RER200NNfl2C03403 PGPIAC d 4' CHAIN TFOUND 3/4" IRON 79.10' LINK FENCE FENCE POST E1^2.0 6� ALAPIDATED) ON CORNER PIPE I'v (I + rl u C4 (179.05' FROM IRON TO MONUMENT) SHEET GA� jlEC,... 156�1'9p' SITE DATA TABLE: 20 0 10 20 RE NUMBER: 1720%0000 STRUCTURE PLACEMENf— SCALE IN FEET PER APPROVED SITE PLAN ZONING DISTRICT: COMMERCIAL LIMITED(CL) IS NOT VERIFIED BY ANY N STANDARD COUNTY INSPECTION < REQUIRED PROVIDED >_4 LOT SIZE: 5,000 SF 18,018 SF STANLEY ROAD =w FOUND IRON PIPE 15'WIDE PAVEMENT REPAIR, STANDLEY ROAD BY PLAT (D (NO CAP) 0 Lj MINIMUM SETBACKS: FULL WIDTH OF ROAD 3 0' R III HT-OF-WAY BY PLAT SEE DOUBLE LATERAL DETAIL ON SHEET 5. CLEANOUT SHALL BE REQUIRED JUST FRONT 20 FT 40.00 FT 6 SERVICE TO UNITS B&C INSIDE THE R/W m< SIDE 10 FT 24.06 FT 4"SERVICE TO UNITA V) 20 FT 22.21 FT REAR BENCHMARK 4"SERVICE TO UNIT D Li -V�l' c� SANITARY MA/H MAG NAIL OLE C> TOF 12 5 ELEVATION=12.52 10- V.C.'or"� 'PBENCHMARK ck� 0" V..C.. IHV S- S MAG NAIL 6.6 MAXIMUM BUILDING HEIGHT: 30 FT 26.25 FT P E� C C'A 33rU. EDGE OF PA ELEVATION=12.59 C) CD FIE FOUND 1/2- 1?�ON 2 (13 5�ZO PIPE (1-13 J571) _w L kt-) > + -:E c� >--4 + 0 0 Wl Fl. 2" IR( <=*., :2 Ld BUILDING FIRST FLOOR AREA: DP�, I 3,611 SF rw-I .114. A Plpt- 'LB� 5 D'b 367Z --EX'TO EXISTING 4-SEVVERL)VrERAL < 0- WATE 41 4' Lu BUILDING COVERAGE: 3,611 SF 118,018 SF 20.0% METE 4' 4' WITH CLEANOUT AND 4"PVC 3' T, .3, 8.46 3.46 3'. 3' DROP (TYPICAL FOR UNITS A AND D), 4' 4% IMPERVIOUS AREA: 5,134 SF INLET 31 8' 5' SEE NOTE 6 FOR UNITS B AND C 1. 51 37 IMPERVIOUS COVERAGE: 70% 28.5% F20'FRONT SETBACK Ll NOTES: �77 C� 1 4 , z 7 1 DEVELOPER TO PULL PERMITS AND :��W 31 C14 COORDINATE WITH COAB TO HAVE ADDRESSES ASSIGNED ON STANLEY ROAD b FOR EACH UNIT. CP C14 91 C4 24.1T Ti 2. REFER TO ARCHITECTURAL PLAN FOR 44 cn I-Z EXACT BUILDING LAYOUT. ;;�< 0 L'i z 3. COORDINATE WITH PLUMBING PLANS FOR a- P= + S < c) C) ct- NITA UNIT B UNm'C UNIT D <5 UTILITY CONNECTION POINTS. + 'CONSTRUCT NEW 6"PVC WYE AND Q PROPOSED 2 ftRY BUILDING, 0 4. WATER SERVICES TO BE INSTALLED WITH LATERAL SERVICE TO UNITS B AND C WITH---/ 1� , c'[If uj Lu ui CLEANOUT AT STREET R/W AND BUILDING 3 BEDROOMS PER UNIT Z�' �2 WATER MAIN UPGRADE PROJECT. 0 Ir Lu 1795 MAYPORT ROAD 1-- uj Lu 5. STREET OVERLAY FOR UTILITY SERVICES a_ 0 4.06' CD SHALL BE MADE IN CON ION WITH THE -0 :2 WATER MAIN UPGRAD C) j 0 VAIN UPGRj EI;T. CA 0 + L( -00 Lc) + �2 -- — — — — — — — — — — — - -4t, 20',�EAR SETBAU pp Q 19, cl 0. Q� u FOUND 3"X3" CONCRETE U MONUMENT (NO ID) L5' 0 -H Lt�- SHEET _X-X-X- 4 CHAIN 3T4 FOUND 3/4" IRON FENCE POST PIPE '3 179.10' LINK FENCE 2.0' + (DILAPIDATE ON CORNER + D) + (179.05' FROM IRON TO MONUMENT) REVISIONS: 1 12/19/14 REVISED PER COA8 COMMENTS GAk P. 2 2/6/15 REVISED PER COAB COMMENTS, ABBEY E % REG.N07 168 1? ki V 20 0 10 20 SITE AREA SUMMARY: TOTAL SITE: 18,018 SF SCALE IN FEET EXISTING PERCENT IMPERVIOUS: 0% PROPOSED IMPERVIOUS AREA: < BUILDINGS: 3,611 SF N fn C) PAVEMENTS AND SIDEWALKS: 1,523 SF TOTAL: 5,134 SF =w PROPOSED PERCENT IMPERVIOUS: STANLEY ROAD 0 5134 SF / 18,018 SF 28.5% FOUND IRON PIPE STANDLEY ROAD BY PLAT m RETENTION BASIN CALCULATIONS: (NO CAP) 0 30' RIGHT-OF-WAY BY PLAT " �-5 W -- F M VOLUME REQUIRED: V CA(R/12) POST LLJ 4,_ (0.43)(18,018 SF)(9.3-/12) 5,976 CF BENCHMARK < 0 ae LLJ V CA(R/12) MAG NAIL + PRE SANITARY MA�HOUE 12.90 BENCHMARK ELEVA-nON=12.52 12,60 1270 �12 By,� - c. c.0 (0.23)(18,018 SF)(9.3"/12) 3,279 CF TOP 12 5 10" V.C.Ll'lv� s MAG NAIL IHV. EDGE (D —i EN 66 ( S —OF PAVE ELEVATICN=12.59 PER, Co A B3 rU. & IE 4. 1/2" IRON FOUND 4;2L�_Cl)p_�o CALV TOTAL VOLUME REQUIRED: 2,697 CF ME LLJ _w E 7 1 . . " 1 11 �_[ VOLUME PROVIDED: PIPE (LB 3672) A OU 1,2" 1 r�'. 5, 4 _5 4.n 'AW"A" PIPt L 3672,j��_x_x_x_x_x_x_x_ u < Fw] p Lc) Q_ ELEV. 12.0 3,543 SF 2,767 CF 'b Ld X_ WATE % ELEV. 11.0 1,991 SF METE[ > TOTAL VOLUME PROVIDED; 2,767 CF DROP INLET 44 DOUBLE RING INFILTROMETER (DRI) TEST 4. RESULTS 9.03 INCHES PER HOUR 13.40 �4 i C, z z 713.4/0/ 13.40 1'4 13.60 13, 0 1) SILT FENCE co 00 o 4 0 u I:Z u "04 14.10 14.10 vj 3.40 14.10 C=L14.107/ PM W::l:z 7- 61 x c)_ z 3.5 W4 0 A -Z E�l :z c) I w �-=) I < 1?p ,, '. :c Q Ld U + C) + C-4 0 UkIT A UNIT B UNIfC UNIT D CD 05 ::D C) cl C) — — — --- — — — JL z Ov 0,w PROPOSED 2 STORY BUILDING, 0 _u :5 0 3BEDROON of 6-i 0 = C) 1795 MAYPORT ROAD = 0- /-13.5 0 cm) 44) 6,1 F\, FFE 14.20 0 0 13.5 � 4,i�, 0 cb + 1 .5, Ln -oc) % ri > >1 pq g TREE BARRICADE(TYP,) d DRI 0 4 u -e u + o r:) u FOUND 3"X3" CONCRETE + MONUMENT (NO ID) 1.5' 0 _I]H SHEET x _x_ N __�X x_x 12.3 x X x FFNQF TO INF ;r- 4' CHAIN FOUND 3/4" IRON LINK FENCE FENCE POST��2.0' N PIPE 179.10' (DILAPIDATED) ON CORNER + (179.05' FROM IRON TO MONUMEN REVISIONS: 1 12/19/14 REVISED PER COAB COMMENTS T) GRADE SWALE TO AVOID TREE ROOTsi GARY A.ABBEY' P E 2 2/6/15 REVISED PER COAB COMMENTS REG.NO.56819 7. R/W LINE B.-18"MAX. COMPACTED WATER MAIN PROPERTY UNE PAVEMENT ft+12'MIN. COMPACTED Bc+12'MIN. SACKFILL SIZE VARIES ROADWAY TO R/W LINE VARIES METER BOX PROVIDED AND INSTALLED CURB ME TER BOX&COVER SHEETING BACKFILL SHEETING--,�, 12" < C N TRACTOR W/CURB STOP AND METER VARIES SEE SPECIFICATIONS AND J INT RB STOP CONNECTION TO BE < con BORE AND JACK UNDER /4" RED. STANDARDS < . J It 112' PAVED ROADWAY AND CURB 1-1/2'x3 2 z CORPORATION STOP MADE BY CITY OR KUAUWAT WIDTH VARIES 05 T'p I" SCH. 40 PVC 3::2 METER PLUMBERIF APPROVED SERVICE PIPING 10- WIN Lil cc T..'smT MAX *1 2" CATE VALVE 1 4 0 ", 51 TYR S' TYP UNDISTURBED SOIL 44 p4 CD PROPERTY LINE WATER SERVICE LINE. LENGTH VARIES L 22.5' COMPACT' SHAPED BOTTOM GRANULAR SET METER ON UNDISTURBED OR COMPACTED SOIL SUITABLE UNUIST- MATERIAL /2' SCH. 40 PVC 2"xl-1/2"7RED UR113ED SOL ON DISTRIBUTION MAIN m SERVICE PIPING C I:�4 2" TEE, SCH. 40 LOCATION OF MAIN MAY VARY, ADJUST CONSTRUCTION TO SUIT CONDITIONS. < \-SERVICE TEE. TAPPING tNTRACTOR TO HALF SECTION HALF SECTION HALF SECTION HALF SECT! 0 SLEEVE OR TAPPED 1-1/2*SWING JOINT CONNECT TO PRIVATE NOTE& SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH !�-c Lo SERVICE MTH LLJ COUPLING, SIZED FOR MAIN 90 SCH. 40 PVC NECESSARY COUPLINGS. 1. METER TO BE LOCATED AS SHOWN IN PLAN VIEW, PLATE NO. 7 f::i = TWO EACH FITTINGS AT R/W UNE TYPE I T`T`PE I[ < C-) 2. SEE PLATE NO. 7 FOR FITTINGS AND CONNECTION INFORMATION. SHAPEDBOTTOMW COMPACTEOGRANLIALARBEDOING C) < 3.METER BOXES TO BE PROVIDED&SET BY CONTRACTOR.METER TAMPED BACKFILL L"' BOXES TO BE DOUBLE WALL PLASTIC./TOUCH-READ LID. Do 4.CONNECTION TO BE MADE BY CONTRACTOR OR PLUMBER&MUST CLASS 'B' BEDDING DETAIL CD C) PLAN VIEW DOUBLE DOMESTIC SEFVICE BE INSPECTED BY CITY a_ L� NOT TO SCALE :� c� NOTES WATER METER DETAIL 1. FOR WATER SERVICE TO OTHER SIDE. USE SIMILAR METHODS kND MATERIALS. u < cl- NOT TO SCALE LLJ 2. NO CONNECTION TO EXISTING POTABLE SYSTEM SHALL BE AL-OWED UNTIL ALL NEW WATER UNES HAVE BEEN TESTED, DISINFECTED AND CLEARED FOR USE. OPTIONAL POST POSITIONS 3. IF SIDEWALK 15 BUILT AT RIGHT-OF-WAY UNE, INSTALL METER BOXES JUST OUTSIDE RIGHT-OF-WAY UNE TOWARD HOUSE PRINCIPLE POST POSITION WATER SYSTEM TYPICAL DETAILS NOT TO SCALE COUNTER 20'TOWARD FLOW NOT TO SCALE DOUBLE STRAP BRONZE WATER SERVICE LINE SERVICE SADDLE FILTER FABRIC SILT FLOW WATER MAIN SILT FLOW C4 45' BEN CONSTRUCT < 'd USE LONG RADIUS 17T ell) STANDARD CLEAN-OUT ARY FI z SANITARY SEWER NOTE-- FOR DOUBLE WYE, USE NECESS TTINGS MAIN AND BENDS TO ALIGN WITH EMST. LATIMALS. POST(2"X 4-OR 3 30 deg 2 112"MIN.DLA. 5, L.R BEND WOOD-STEEL 1.33 LQ w LD 61 VAX. Z 00 1— LBS/FT.MIN) x �c PROPERTY CORPORATION STOP FB1600 FORD 0 deliND "RL E 7 TLINE OR APPROVED EQUAL, SIZE 0 CONFORMING TO SERVICE LINE TALL PIPE. ALIGNED 1111 __v W 6* SERVICE INS STANDARD <U Lj SEWER WYES ATER SERVICE TAPPING DETAIL e P C4 0 46 deg PROPERTY LINE W/6- PLUG AT END. 0 WYE NOT TO SCALE Of C TER Lllw ONS UCT CD DOUBLE WYE PLAN, STANDARD cc! Lij CLEAN-OUT uj RW LINE Q� FILTER FABRIC(IN a- CONFORMANCE WITH 6'WIDEX6'THK SEC.985FDOTSPE cw) EXIST. AND FINISH GRADE-------- INS ALL CLEANOUT, SEE DETAIL CONC.COLLAR SLOPE BROOKS 1-RT SERIES ';IDFWAl K 4-SIDE$ BOX WITH C.I.COVER V I LABELED"SEWER" —SANITARY SEWER FINISHED GRADE TYPE III SILT FENCE DE DITCH SERVICE WY _DITCH 5"SERVICE PIPE BANK RISER BANK NOT TO SCALE AWI/NECES ARY —1.0 MIN. SLOPE ZCIAMIN SID.CLEANOUT COVER W THREADED PLUG SEE TRENCH DETAILS FOR BEDDING V CCNCRETE PORTLAND CEMENT AND COMPACTION ER OR z PQ C) CONCRETE,3000 PSI �SrNNPXE NOTES: TO EXIST. LATERAL 6"P.M.C.45*EL. u STANDARD r 1. CONTRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONS PVC SEWER Go C) ".1 u COLLAR ILO PE C NTAR Y SEWE WY H CE '.'!-TCK /R SER jrA NE_E' A RY L DAR" El�XR 2. PROVIDE APPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPUNG. NNECTTO EXIST.SERVICE WITH NECESSARY fm U WYE,6-XV FITTINGS(OR PLUG AITHI STOPPER FOR FUTURE 3. LENGTH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDED AS REQUIRED, CONNECTION F NONE EAST) TERMINATE SERVICE AT LOCATION DIRECTED BY THE ENGINEER. 4. IF SIDEWALK IS BUILT AT RIGHT-OF-WAY UNE. INSTALL CLEANOUTS JUST OUTSIDE RIGHT-OF-WAY SHEET UNE TOWARD HOUSE ITSTABILIZED j SUBBASE,LBR 40 V SECTION UNDISTURBED SOIL A SANITARY SERVICE CONNEC'TIONS CLEANOUT DETAIL CONCRETE PAVEMENT SECTION NOT TO SCALE NOT TO SCALE NOT TO SCALE GARY A. �6 EY,P.E. o" REG.' 0. 68f9 'er� GENERAL NOTES: 24. MAJNTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T.STANDARD INDEX 600,LATEST EDITION. 1. ALL WORK AND MATERIALS SHALL BE INCOMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF CITY OF ATLANTIC BEACH STANDARDS,PTEST REVISION)AND ALL CURRENT CITY STANDARD DETAILS.THE WORK SHALL 25, ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T.STANDARD INDEXES 11860,17346,AND 17352. ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNIC�-INVESTIGATION REPORT PROVIDED BY OWNER,IF FMORE STRINGENT THAN CITY OF ATLANTIC BEACH REQUIREMENTS. 26, ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAYISITE DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDRO-BLASTING METHOD. < 2. ALL WORK SHALL BE PERFORMED INA SAFE MANNER.ALL SAFETY RULES AND GUIDELINES OF O.S.H.A.SHALL BE FOLI OWED.THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES OF His EMPLOYEES,AND 27. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC(LEAD-FREE)IN ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS. ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT.ALL COSTS ASSOCIATED VITH COMPLYING WITH O.S.H.A.REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED (D < IN THE CONTRACTORS BID. 28. CITY OF ATLANTIC BEACH REVIEW INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO ALL NECESSARY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE PURR BE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK AND LOCAL CONDITIONS, Coe) EITHER SURFACE OR SUB-SURFACE,WHICH MAY AFFECT THE WORK TO BE PERFORMED,AND THE EQUIPMENT,LABOR AND MATERLA-S REQUIRED.FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT.THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPES ALONG T iE ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION,AND TO AID IN F-4 2c RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE CONSTRUCTION OF THE PROJECT. I C GENERAL NOTES FOR WATER AND SEWER INSTALLATION: m 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION OR ACQUIRE ANY GE)TECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF UNSUITABLE MATERIAL THAT WILL '= REQUIRE REMOVAL ANDIOR TO ESTIMATE THE AMOUNT OF OFF SITE BORROW THAT WILL BE REQUIRED. I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES AND FOR DAMAGE TO EXISTING UTILITIES CAUSED BY HIS cf) W OPERATION.CALL UTILITY CONTACTS AND SUNSHINE STATE ONE-CALL SERVICE(80G-4324770)48 HOURS IN ADVANCE OF WORK. 5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER AND THE CITY OF AT NTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER AND THE CITY OF < ATLANTIC BEACH. 2. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH JOB SITE CONDITIONS. a: 6. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1929(N.G.V.D.)UNITED STATES COASTAL AND GEODETIC SURVEY(U.S.C.&G.S.).AS DETERMINED BY BOATWRIGHT LAND SURVEYORS,INC.,FILE NUMBER 3. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS REQUIRED IN THE CITY OF ATLANTIC BEACH AND/ORJEA SPECIFICATIONS PERTAINING TO THE JOB. ck: cl:: r') p 2014-1083,DATED APRIL 18,2013,REVISED SEPTEMBER 29 2014. 4. ALL WATER AND SEWER WORK SHALL BE AS PER CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS UNLESS SHOWN OTHERWISE.THE CITY OF ATLANTIC C2- 7. FOR BOUNDARY INFORMATION,SEE SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS,INC..FILE NUMBER 2014-1)83,DATED APRIL 18,2013,REVISED SEPTEMBER 29 2014. BEACH REFERENCES LEA SPECIFICATIONS WITH EXCEPTIONS AS SHOWN ON THE PLANS,OR IN THE NOTES. :2i Ljj [If < 5. UTILITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRIOR NOTICE TO THE CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT(247-5834).TWODAYS U-) 0- 8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM MATERIAL TESTING A ID SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS.THIS SHALL INCLUDE M LJ NOTIFICATION IS REQUIRED BEFORE ANY LINES ARE CONNECTED TO THE EXISTING UTILITY SYSTEM. r- cl� DENSITY TESTS ENALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES LOCATED IN PAVEMENT AREAS CONCRETE TEETING AND ALL OTHER MATERIAL TESTING.PRIOR TO LIMEROCK PLACEMENT,THE PROJECT GEOTECHNICAL - a_ ENGINEER SHALL MAKE RECOMMENDATION FOR UNDERDRAIN PLACEMENT. 6. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30'COVER FROM FINISHED GRADE IN UNPAVED AREAS AND 36"MINIMUM COVER IN PAVED AREAS.WATER AND SEWER MAINS ARE DESIGNED TO FINISHED GRADE AND SHALL BE PROTECTED FROM DAMAGE UNTIL ALL WORK IS COMPLETED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED FOF THE PROJECT INCLUDING CITY OF ATLANTIC BEACH RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY OF ATLANTIC BEACH RIGHT-OF-WAY OR EASEMENT. 7. HORIZONTAL AND VERTICAL SEPARATION SHALL BE AS SPECIFIED IN CODE 62-555.314(F.A.G.)LOCATION OF PUBLIC WATER SYSTEM MAINS: 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF ATLANTIC BEACH OR STATE RIGHT-OF-WAY WITH T1 E PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS,WASTEWATER OR STORMWATER FORCE MAINS,RECLAIMED 11. ALL PUBLIC DRAINAGE EASEMENT$SHALL BE'UNOBSTRUCTED'EASEMENTS.ALL"UNOBSTRUCTED'EASEMENTS TO 5 ECLEAR AND DRfVEABLE. WATER PIPELINES,AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. (A) NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF 12. 'AS-BUILT'DRAWINGS-AS-BUILTS TO THE CITY OF ATLANTIC BEACH AND THE ST.JOHNS RIVER WATERMANAGEMENT ASTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER,STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER THEREFORE,IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTRACT WITH ALAND SURVEYOR REGISTERED It THE STATE OF FLORIDA FOR THE PREPARATION,FIELD LOCATIONS,CERTIFICATION AND SUBMITTAL OF REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C. "AS-BUILT'DRAVVINGS IN ACCORDANCE WITH CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD REGULA�IONS.IT 18 THE CONTRACTORS RESPONSIBILITY TO PROCESS THE'AS-BUILT'DRAWINGS FOR APPROVAL < A BY THE CITY OF ATLANTIC BEACH. 2 rk! _00 (6) NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET,AND PREFERABLY TEN 7 13. SUBM17AL OF AS-BUILT SITE SURVEY,INCLUDING BENCHMARKS,IS REQUIRED PRIOR TO SCHEDULING A FINAL INSPEC"ION OF THE BUILDING BY THE BUILDING DEPARTMENT OR THE FIRE MARSHALL. FEET,BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM TYPE SANITARY SEWER. cl� 3f m4 c) (C) NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET,AND PREFERABLY TEN FEET, ��z 14. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS.IN THE EVENT OF ANY CONFLICT WHATSOEVER,THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO 0 BETWEENTHE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER,WASTEWATER ..F_- PROCEEDING WITH CONSTRUCTION. x FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C.THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS 15. ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY,UTILITIES,DITCHES,AND BERMS INCLUDED IN THIS PROJ-CT AND THE CLEARNG AND GRUBBING OF ALL RIGHT-OF-WAY OR EASEMENTS SHALL BE CONSIOEREDAS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. PART OF THE PROJECT. (D) NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF < Lj 16. ALLAREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCEWITH CITY OFATLANTICBEACH TANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND TESTED IN THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED"ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM"AS DEFINED IN SECTION 381.0065(2), ER C-4 n ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT, F.S.,AND RULE 64E-6.002,F.A.C. U, 17, CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS.IF A MONUMENT IS Dl,'TURBED,THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS,WASTEWATER OR STORMWATER FORCE MANS,AND RECLAIMED af Ld THE MONUMENT. WATER PIPELINES. uj z :c a_ 18. ALL DEBRIS RESULTING FROM ALLACTIVITIES SHALL BE DISPOSED OFOFFSITE BY CONTRACTOR. (A) NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES,AND PREFERABLY 12 INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE 19, ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER, OF THE OTHER PIPELINE. HOWEVER,IT 13 PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. - (B) NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER,WASTE I 20. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. STE ATER I STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST '1 1% OVE 21. BURNING OF TREES,BRUSH AND OTHER MATERIAL SHALL BE APPROVED,PERMITTED AND COORDINATED WITH CITY Of ATLANTIC BEACH FIRE MARSHALL OR BELOW THE OUTSIDE OF THE OTHER PIPELINE.HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS(A)AND(B)ABOVE,ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CER E! D'4 OR BELOW THE 22. ROADWAY UNDER DRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF HIGH OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE.ALTERNATIVELY,AT, , H C S)XNGS,THE PIPES SHALL GROUND WATER CONDITIONSARE PRESENT DURING THE PREPARATION OF THE ROADWAY SUB-BASE. BE ARRANGED SO THATALL WATER MAIN JOINTS AREAT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANIT SEWERS, R ��A e. M STORMWATE FORCE MAINS,OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER blore.A. A D AT LEAST SIX FEET 23. PROVIDE CONTRACTION JOINTS AT6'O.C.AND EXPANSION JOINTS AT 24'O.C.ON ALL EXTERIOR SIDEWALKSAND CURB NG. FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS.WASTEWATER FORCE MAINS,OR PIPELINES CONVEYINqj_:XAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C. z u u m m U cn '4, SHEET 7z GARY A.,,A REG:'NO 20 0 10 20 SCALE IN FEET < N STANLEY ROAD FOUND IRON PIPE CONSTRUCTION POD(8'X16') STANDLEY ROAD BY PLAT (NO CAP) 30' RIGHT-OF-WAY BY PLAT CONSTRUCTION PARKING SHALL BE ALONG STANLEY L ROAD. REPAIR AND RE-GRASS RIGHT OF WAY TO W -- E �o ORIGINAL CONDITION < BENCHMARK SANITARY MA/HOLE MAC NAIL DUMPSTER(8-Xl 6') ELEVATION=12.52 10 11 BENCHMARK /( V TOP 12 5 V.C. MAG NAIL W lo" v.0 < IHV 6.6 F PA EME�NT k PER Co r EDGE ELEVATION-1 2.59 C:) ,AllrU. & —0 -FIE Q:: ch: FOUND 1/2" [RON 2" GAL _L, _�LV I w CD CD w 'FOUN 1, PIPE (LB 3672) % 2" IRO,?- .5' ke-) 0- ANAl PlPit.,LB 3672 —,—),—x—x—x—X—X—X- L'i % x WATE % < Lc) 0_ ME TEI Cj) LLJ % c/) DROP INLET > L—). L___j 4 4) PORT-O-LET 4 < U y z SILT FENCE Q C4 < q- 7— oo Nj 4 LLJ z z < m m .. W_lD 41, w �< z 44V 'b + C, Z: 'V Lli v UNIT A UNIf C UNIT D U + cd fol c C) :D Lj r-. z 'D (-v PROPOSED 2 STORY BUILDING, 0 3BEDROOW 7, 0 E� 1795 MAYPORT ROAD 4p LLJ 0 U 0 0 0 of IJ_ -co u v Lq > 4; % ro % TREE BARRICADE(TYP.) IQ ............. d z NQ FOUND 3'X3" CONCRETE MONUMENT (NO ID) U _x 1.5' x—, X_�_ov±i X_X_X_ X_y_� _x _'FELF X-X- X—X—X—X—X—X— 4' CHAIN SHEET CE POST FOUND 3/4" IRON LINK FENCE FENCE POST 179.10' UN UUHNER +2.0' PIPE (DILAPIUA I LIJ) o'll (179.05' FROM IRON TO MONUMENT) REVISIONS: 2, 2_11 N 1 12/19/14 REVISED PER COAB COMMENTS 2 2/6/15 REVISED PER COAB COMMENTS dARY A4.K E NO W . I � ____ THIS DOCUMENT, ALONG WITH GENERAL NOTES: SPECIFICATIONS: (continued) � - ASSOCIATED DOCUMENTS, IS � EZ 1`�, AN INSTRUMENT OF 1. All notes,drawings,details,tables,references arid specifications depicted within these engineering documents shall be reviewed by the client and eachmaterrial ancUor OTHER FRAMING CODES & DESIGN STANDARDS: DESIGN LOADS: I f� li�� ENGINEER'S SERVICE FOR � ,11 ,11 //IZ//I// _� THE EXCLUSIVE USE AT THE service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be I I /,;�//`-,��/`/��-/�/��.�/"`-'��/�,/�/ ,;/,/.,// /� / I� PROJECT TITLED HEREIN. 1. All structural(dimensionaUsolid-sawn)framing members,except as noted or specified otherwise,shall be#2 SYP lumber w/maximum 19%moisture content. � - � /,/ lc drawings,details,tables,references and specifications depicted herein,as well as a 11C ��",/��//";�,/��Z�"�//��-/��/,.�,/,�,/.,�,;�,�,��,�;��,, �,/�//'/',_/�/ - - furnished by those persons and/or entities with,I thorough Understanding of the notes, Florida Building Code-Residential 20 1 0 ROOFS ; 1//I /"� 7V ,/ INFORMATION DERIVED FROM ,//,, -///- thorough knowledge of applicable construction and safety practices required to execute a design Such as the one depicted herein. Florida Building Code 2010(as applicable) LIVE LOAD 20#/sf ) '/,/,,�, �/,�, 2.All engineered wood beams shall be Trus JoisUl-Level/Weyerhaeuser brand Microllam L VL 1.9E,or equivalent,except as noted otherwise,and shall be installed in . /;// .- I THIS DOCUMENT, ANDIOR / � . //", ,/,- , � /I/ //, / .1 ,X // ,//1 ,///� //// V. � 11 DEAD LOAD/SHINGLES 7#/sf ,// ,//- ,/' �///"�� /I ASSOCIATED DOCUMENTS, MAY h manufacturer's specifications,instructions and directions. I ,/, I ZONE"I" 1 6-l-, ;/./ 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is I ,�, 1��,/ " ;/" I/, //. NOT BE USED FOR OTHER in compliance with Sections 1603 through 1607, 1609 ASCE 7-1 0 DEAD LOADIFILE 20#/sf //-/ /I '/- 11 I Z ,,//' /// ,/;, 5,// ,// ,. and 161 0 of the F lo ri da B ui Id in g C ode,and/or Sections R3 0 1.I (excl uchn g"flo od" de si gn, unle ss spe cific a Ily no led wi th in the se doe urnents),R3 0 1.I.3 and R3 0 1.2.I.4 NDS-05 DURATION FACTOR 1.25 � ,//` // ,�////. /' / ,// WORK(S) OR PROJECT(S) 3.All engineered wood posts or colurmis shall beTrus Joist/1-Level/)Veyerhaeuser brand TimberStrand LSL 1.3E or Parallarn PSL 1.8E solid members,as specified,or //, ,//, I , I//- � along with Tables R301.5,R301.6 and R301.7 of the Florida Building Code-Residential. The engineer's scope of work is limited to only providing the necessary analysis, TPI 1-07 FLOORS I //``/ ,/// ,/// /// -,/, WITHOUT THE EXPRESS / �/.�,;//�,��///;,//, equivalent,except as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not be built-up or pieced together to form M /,-. N �1/ '/' / ,/z// ///;, , 11 drawings,details arid specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the ACI 3)18-05 LIVE LOAD 40#/sf il 61�� /, / ,'��/ WRITTEN PERMISSION OF THE / /� //, /� /// I �//, " 1//;� 0 ,//��/,/-/�/�/`�/:/�/�/� , , ,// ______ _ --- " , . , - �/,� Z/./ I / ,//, --------I - . __ //., = ,// . ,/�1/1, ,//�,//-�,//��/ .J the specified dimensions;they Must be solid,one-piece members. Post or columns specified within these Construction documents as dimeiisionat/solid-sawnmembers- I � /// �-//�,Z/-;,///;///,,�.�,/,;;�/��- - 77,�,;,�` ZONE"I" ,//, aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally,the WFCM-01 DEAD LOAD 12#/sf(IncI ding Cln'g Below) Q0 I /� /, �//,-,� � additional analysis or �// (�)// / "// REV-DENTTESMROA�fMN �� 11/,",//,�";1/"-",�'/1///" ;5��11, ,// cts design(except EWP i.e. 4x4,4x6,6x6,etc. -may be replaced by a sinfilar-sized(e.g. a 5.25" x 5.25" EWP in lieu of a 6x6 SYP)engineered wood post without, I O '/- -11 , - ;�;� ,Z/., engincer's scope of work specifically excludes engineering functions delegated to others[i.e. roof and/or floor truss design,engineered wood produ documentation required by the engineer. DURATION FACTOR 1.00 I ,Q /// //, 1,/-'�-�-//` 11/1, 1,1;1 , /X�z 0 //� ZONE /�' 1/;1, I" -, //./ specified herein),etc.] as well as other disciplines of engineering-i.e. mechanical,electrical,plumbing, geotechnical,environmental,site(including drainage),etc. And, DESIGN CRITERIA: CEILINGS/ATTICS ,//, " I,/ - ,/" �,,, I - ,,, /// ��;, /�/,' ,� "i'l ,/...� / ,, 1� I ,/// the engineer's scope of work specifically excludes design elements of an architectural or non-structural nature,including but not limited to egress and life safety;moisture 4. All nailing shall be with"common"nails,except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specifiedby LIVELOAD/NO STORAGE I 0#/Sf(No wconcurrent) //,;�� //, �,// / - " " _'�� .. � / / , / I ,///, " ZONE . protection,infiltration and/or resistance',resistance to wood destroying organisms("WDO");fire-resistance;energy efficiency,etc. The engineer further warrants that the BUILDING TYPE ENCLOSED LIVELOAD vv/STORAGE 207fist�UO=irrent) V, //'- [I'll 2 - the applicable code referenced herein. All envelope sheathing shall tie nailed and/or screwed as specified and glue or other adhesives shall not be used in place ofnails ;� / //�//' -1 �1/ , . structure depicted within these documents,to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections of the code and makes BASIC WIND SPEED 130 mph(3 see. gust) DEADLOAD 5#1sf , - � ,/�/, or screws. I/ ��,//"�-., �;///// . I / no other claims, warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents'that address EXPSOUIRE CATEGORY C WIND ;�1,111. ,//. I I -- / � I 1_/.'/� I //*/" ./., I /I 3 - , . /- � I � , � x// //, / I 11� I � , ��/ ' BUILDING CATEGORY 11 I I , I elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of-work and shall be i LOADING PERTABLES / :" 11 -1111 11 1�� - I � responsibility of the appropriate entity-i.e. owner, architect,contractor,and/or building official,individually and collectively -to design,account for or otherwise verify as 5.All engineered components,including roof trusses,floor trusses,lJoist,etc.,shall be installed in accordance with the manufacturer's specifications,instructions and +0.18/-0.18 DURATION FACTOR 1.60 I / ". ,� ... 4 1 1 . directions. '/// ,;� i appropriate for the intended purpose. SIESMIC N/A 1�/, � : � ,/I/ The ; I I i th. ' i 6.All sheathing shall be either APA-or TECO-rated,EpOSUre 1,PSI/PS2(Structural I rated sheathing NOT required except when specifically identified as such). � . ,, ,. . ��_ , /� , ,, %_'ASTILL0 i e associated effects �1� N r , ,1�" 1 i 3. The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding or I I/ / I Sheathing may be either OSB or plywood, unless specified as one or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly � / � thereof. It is the responsibility of others-i.e. owner, architect,contractor,site developer and/or building official,individually and collectively-to establish the minimum I I appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structiare depicted herein be sited at an elevation less than blocked. Use of"ply clips" or similar edge support is required at unsupported panel edges of roof sheathing 7/16" thick when supports are spaced at greater than 16"o/c. I I EZ I GABLE ZONE"Y'-CORNER �-"-- Use of"ply clips" or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32" thick when supporting tile roofs. Use of"ply clips" � " ZONE(S),TYPICAL ...,----�_111 the minimum prescribed by FEMA,as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering-and approved i Group ------- or similar edge Support is reconnnended at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roof and wall 49 ", by the local controlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone sheathing shall not be less than 7/16" thick. Floor sheathing shall not b6_Iess than 23/32" thick,with all panel edges supported(tongue&grove or blocked). Some i A Fl.nd.C.p..fioil ,-�;_'_- .:��,% "W unless these engineering documents specifically indicate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. I ROOF PLANNIEW [-] ZONE"I"-INTERIOR ZONE(S) ` __,_� ,, -I nf rm Designers `�-T -_ I -1 I I --;- design loads require thicker panels see sheathing specifications for specific minimum panel thicknesses,required span ratings and fastening i o ation. ,,_i�-m.--s-1 Engineers �..� - 4. The design(s)depicted within these engineering documents haAave been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced 7.At exterior walls clad with a stucco or an applied-stone veneer finish,the APA( w,�vw.apawood.org recoininends the use of either 15/32" thick,32/16 span-rated 1, ; ZONE`2"-END/EDGE ZONE(S) . _ � � /_ .i� herein)as interpreted and enforced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained within the design(s) � TZ" DEWENSION: El 655o Roosevelt BlvcL - - .""r, . sheathing(Exposure 1,PS I/PS2) or 7/16" thick,24/16 span-rated Structural I rated sheathing when the sheathing is installed wi-tha vertical orientation(long axis - _______�, : - or documents,nor of any inconsistencies between the design(s)and documents and the applicable laws,codes,et al. However,should any portion of these engineering - 'i I Jacksonville,Fl,32244 ,1--_ - parallel to the studs)on the wall(see Technical Bulletin TB-202 for Additional information). The discretion to enforce the aforementionedrecommenclation is at the sole ZONE 9`-CORNER ZONE(S) i '_-J4�... z.--,..-- tional fee to , ** 51-311 ** ,',�`- -... " documents be found to include an error or omission,the engineer, upon appropriate notification,will correct the document(s)in a timely fashion without add � M 1 (904)772-61QO _ -- i discretion of the local Building Official.Do NOT use sheathing that i loes not conform to the aforementioned recommendation unless you have FIRST velified the I I i I �_��, - � � _� � �� the client-unless the error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engineer - I FL CoA No.29015 -. I �. . � for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction orLip6te to the sTii-tal5i'lity of the nonconforming materials with the Building Official navm' gjun'sdiction over the project. Failure to do so may result in the need to significantly enhance engineering documents or addendum thereto. the construction of the exterior walls. � - -i � 5. These engineering documents may be used one-time-only,and only at the specific site or location identified herein. The design(s)depicted herein may not be used to 8.Metal connectors shall be Simpson brand hardware, as specified herein,and shall be installed in accordance with the manufacturces specifications,instructions and i �� execute(a)subsequent structure(s)or elements thereof,nor shall the design(s)be executed at a location other than the one site or location specified herein. "I directions. Alternates to the specified Simpson connectors may be used,provided that the alternate connectors meet or exceed the specifications ofthe connector(s) I . V) II specified and have appropriate product approval and installation instructions and directions. 1 71�11�\, F/77,� . I I I 1�1 C:� I - / Z 1 6. Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. , �, I I;, ,�/ /I U o 1 7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction ifa conflic I t is present. FOUNDATIONS,CONCRETE&MASONRY. . �_� .1 Ellllll`lli 8. Any discrepancies between these engineering documents and the architectural drawings,site plan, survey and/or other data or information shall be reported to the 1. The foundation design(s)depicted within these engineering documents has been completed in accordance with recognized standards,recommended soil design )lllllllllllli engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during parameters and accepted engineering design procedures and is based ipon the best information available at the time of their preparation. The design(s)depicted herein k - ; = 2 is/are'intended to minimize differential movement resulting from the .-ieaving of expansive soils and/or settling of subsurface soils. It must be recognized that the . /_ " . construction,construction should cease until such time as the discrepancies have been resolved. '. �, foundation components will experience movement throughout the us(able life of the structure. Subsequent owners and/or Occupants of the structure shall be apprised of / CA 11, 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations the soil conditions present and be advised to maintain good practice i i the future with respect to surface and subsurface drainage,maintenance,the construction of // 0 partitions above floor slabs,finish work on or above the floor slab an,I the locating or constructing of secondary elements near the structure that could,affect future X 1� " and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information performance. I 1,, U or for claims arising from the use thereof. / � / __ 411 , /�;Id I I 0. Unless specifically depicted within these engineering documents,the engineer has not been made aware of nor accounted for other components,elements dr systems 2. Tile foundation design(s)depicted within these engineering documents has/have been prepared based on a relatively flat,well drained building site featuring � : //�L;2j' _r I/ , V) � eXCILLSively non-expan 've soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load(at-rest pressure)of 60#/sfper foot ofdepth n, �//L; ,�11�, Z l ,/,=_� ,�\, that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. i with it level back slopesl Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and I ��/,/ I ,\, � U� led of the conditions and no further construction shall occur until the engineer has provided additional direction. �� the engineer shall be promptly notif 0 I 1. These engineering documents should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes provided herein. Wall n 0 �_� framing shall not be assumed based upon the"scaled" wall width depicted on these or any other drawings,or based upon notes or references included'in the architectural E-1 I ').Backfill should not be placed adjacent to the foundation walls until.the walls have cured adequately to provide sufficient strength and have been anchored to the floor �, drawings. ! system above or otherwise properly braced or shored to prevent damage to the wall. -. P.,I ,� I 1 1 12. These engineering documents include specific information of a structural nature-i.e. the size,grade, species,quantity,Strength,etc. ofheaders,beams,cofurarts,posts, - �-4 �� U 1 4.Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,000#/sfsoil bearing capacity. � _� studs,joists,rafters,sheathing,footings,reinforcing,connectors,fasteners,etc. This information supersedes information of a similar nature that may be showlion the i - �_� associated architectural drawings. Additionally,the size,grade,species,quantity,strength,etc. of the structural elements specified herein may be exceeded or"enhanced, In the absence of a geotechnical engineer's report,the site and soil shall be prepared to the satisfaction of the Building Official. T � - �4 44 �4 1 �� within reason, at the discretion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. � FLOOR PLANXIEW 61\ � t "' U , 5. All foundation pads depicted within these engineering documents hall be formed to the dimensions as indicated and substantially centered beneath the associated ,�, 13. These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using column or wall,unless indicated otlienvise. ,,,1_%, � >-� ,r� W the documents for any purpose. If(a)page(s)of the engineering documents is/are missing,illegible or otherwise Unusable,obtain complete and legible documents before 1,_-,I ",I "EZ" DEVIENSI 11 ZONE,"4"-INTERIOR ZONE(S) C).1 proceeding with intended use. 6. The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the location of those steps,jogs and elevation - � - - ON: �I P.-.1 changes indicated or otherwise known to the engineer have been depicted within these engineering documents,it is understood that some of these items may change 11 .1 11 I ** 5t-Y ** HI//'] ZONE"5"-END/EDGE ZONE(S) C/) I during actual construction. The design(s)depicted herein can only a dress the proper foundation configuration as specifically depicted herein and could require , I - /_ E 14. It is the intent of the engineer that the structure de icted within these engineering documents be executed in conformance with all requirements of the autlibrities having (= "' p additional analysis and effort should field revisions merit. I ..A V) jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible for the means and II- W methods of constructing the structure depi led herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and I � le 1 7.Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion of the structural MAX. ON-CENTER STUD SPACING (in INCHES) 0 ,---I �� standards. Under no circumstance shall these engineering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they havebeen system. It is the sole responsibility of the contractor(s)and labor contributors executing the de I approved,and c)(an)appropriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling aUthority(ies)ortheirdesignee(s). .sign(s)depicted within these engineering documents to adequately shore I END-ZONE/INTERIOR ZONE: I I the walls throughout the construction process to maintain the integrib,of the design(S)- 0 Furthermore,all construction arising from the design(s)depicted within these engineering documents shall be inspected as required by the aLithority(ics)iie,Tonsible forthe . .11 I WIND 130/c FLEXIBLE FINISHES (NOTSTUCCO) I U 4� Z issuance of any permit(s)and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy (or similar statement of I � MaREHL <30' . 8. The building site shall be cleared of all top soil and organic matter beneath the planned structure location,as well as for an additional five feet ormore beyond the N i completion)shall be issued for the structure depicted within these engineering documents,nor shall the structure be occupied or otherwise 0�6`d for ar�y purpy�c,until such perinicter thereof. Urtless otherwise indicated, all footings and flat concrete shall bear upon non-organic, undisturbed soils compacted to a density ofnot less than 95% 1 FINISH FLEX. 2x4 2x6 2x8 2xI0 �.4 $:)..� � time as the authority(ies)having jurisdiction over the construction and/or occupancy of'said structuk,�have-confirmed the structure is'safe,sound and in compl�ancc with all . !1� PLATE EIEIC-Irf 92 SPF 1 92 S YP 93 SPF 92 SPF #2 SYP 92 SYP 112 SYP F� �_� , .1 -, � . I� '11. I 1.111- d ' I ecifi6dtidfts I depicted within these engineering-d6'e6ments.- of Modified Proctor Maximum Dry Density (ASTM D 1557)for a depth of not less than two feet(24 inches)below the bottom of the footino or slab- Or,Upon clean I (NOMINAL) applicable laws,rules,codes,etc., and consistent with the drawings,details,tables,references an sp I " COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLOWABLE' 8. 1 I. _11r1_ I - "/24" 24"/24" 24"124" 24"/24" 24"/24" ,,-! -�, , GW-,GP-, SW-,and/or SP-class fills with any organic materials removed. Fill,as required,shall be placed atop non-organic, undisturbed soils(with the compaction I__ 1 24"/24" 24"/24'_24 �;, (= g . . 11 thereof verified as previously referenced)and added ill one foot(I 2 inch)lifts and each lift shall be compacted to a density of not less thall 95%of Modified Proctor 91 24'724" 24"Y24" 24"124" 24"/24" 24"Y24" 24'724" 24"J24" 15. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to determine theproper WIND 130/C - Maximum Dry Density (ASTM D 1557). These minimum specifications may be exceeded or superseded by either a geotectirtical engineering report specific to the ROOFS(all values negative-i.e."UPLIFT") WALLViritl.Windows� Doors) ,- (= � erection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs,as well as insure the soundness I PITCH >6/12 - 41Z 10, 12"116" 12716" 24"/24" 24"/24" 24"/24" , 24"/24" 24"/2,V' . I- � � building site or at the direction of the Building Official, as deemed necessary to achieve the minimum required(2,000#/st)soil bearing capacity,but in no case shall the Mo.RE HL 151 END-ZONES IN'tERIOR ZONES r-l-l"l and its sub-elements and/or components throughout the construction process. Furthermore,it is the sole responsibility of the contractor(s)and labor ; 11. I'- ,: . - ZONE"Y' ZONE"2" ZONE"I" OVERHANG OVERHANG I � ill 101, of the structure, I ,�� ,;�� - -. - INTERIOR - /12" 10'712" 24"/24" 24"J24" 24"/24" 24"/24" 24'724" �:) i �4. 1 site be prepared to a lesser degree than that which is outlined herein. AREA(in sq.il.) CORNERS END/EDGE INTERIOR CORNER NEGATIVE POSITIVE NEGATIVE POSITIVE 17 V/8" 811/12" 24"124" , 24"/24" 24"/24" 24"/24" 24"/24" contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the constructionprocess,until suchtime� ,� - <10 -25.85 -25.85 -22.10 -37.46 -37.64 ,_,;.,29r6O 22.10 -21A 22.10 .I as all of the structural elements and components depicted within these documents are properly installed,inspected and approved. Bracing shown throughout these - "I . I - - ____ , I IT N.P. N.P. 12"/16" 24"/24" 24'724" 24"/24" 24"/24" r� UD �- � 9.All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4"nominal thickness in any instance)and be placed atop 20 -24.73 -24.73 -20.98 -36.34 -36.34 -27.72 21.17 -2104 21.17 16' N.P. N.P. 12"/16" 16716" 16-724" 24"/24" 24"/24" engineering clocurnents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. ; - , . (_1') I I reinforced 50 -23.23 -23.23 -19.48 -34.84 "i -24.91 19.67 1-21.54 - 'A 18.51 N.P. N.P. 81712" 12"/12" 24"/24" 24"/24" V\ �� -, (rilinbrium) I Omil polyethylene(visqueen)barrier installed in accord,nce with applicable codes and standards. Slabs shall be with either 6x6 WI.4xl.4 -34.84-r- 19.67 811/8'. __ - 9 1 - , _ . 16. Yet-to-be-installed building materials-such as gypsum board("dry wall")and roof shingles or tiles-placed on the floor(s)or roof(s)of the structure depict d within , WWM,lapped not less than 8" at edges/ends,in conformance with A STM A-185,or Fiber-Mesh reinforcement shall be used with minimum 2" fiber length at a rate of I . >100 I -22.10 I -22.10 1 -18.36 1 -33.72 �3172 1 -23.04 18.73 -20.60 E I SL73 19.51 N.P. N.P. 8"/8" V/8" � .e I - � 8'712" 24"/24" 24"/24" these engineering documents shall be evenly distributed over an expansive area so that the-weight of the uninstalled materials does not exceed the allowable It V'e loads of the lb.per cubic yard of concrete,complying with ASTM C-1 1 16. - 1 20.5' N.P. N.P. 6-78" 8.1/8.1 8'78" 16"/ .......... "I'll 11 44 and 20#/sf for roofs. �. I 21.5' N.P. N.P. V/6" 678" 8"/8" . 16' �� pj� W floor or roof,Unless indicated otherwise within these documents,404/sf for floors 1, I 0.Minimum compressive strength of all concrete used for foundatio s, slabs,etc. shall be 2,500psi at 28 days. 1. 22.5' N P �Jp 1 - j - .. q 1 17. All materials specified within these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions Ic I 0 P...I � I -1 provided by the manufacturer,or as otherwise indicated by the code or associated roduct approval document. I 1. Where ind' ated,cores or cells of block masonry(CMU)shall be filled with coarse grout or pea gravel concrete with a Minimum compressive strength ofnot less � Un C/� P than 3,000psi at 28 days. r----. ,::�4 - .4 1 , = 18. These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with t4e associated 12.Reinforcement shall be detailed in accordance with ACI 315,Det riling Manual. Minimum concrete cover for all reinforcing shall beastoillows: MAX. ON-CENTER STUD SPACING (in INCHES) P� standards and design methodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards and methodologies are . E-i It a)Concrete cast against earth: 3" END-ZONE/INTERIOR ZONE: routinely updated and/or supplemented,the engineering may become outdated and invalid for use if the clocurnents are not submitted to the local permitting and b)Formed concrete exposed to earth or weather: 1 1/2" WIND 130/C BRITTLE FINISHES (STUCCO,etal) � enforcement agency(and subsequently used for construction)in a prompt manner. Should permitting and/or actual construction be delayed beyond the applie'able effective 3 � P4 (::) date of the edition of the code,standards and/or deign methodologies referenced herein, the engineering documents shall become null and void and shall be re'�urned to the C)Interior slabs,walls,etc.: /4" I I-In.RE Ht <30' engineer,who may subsequently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,staridards andlor ` FINISH EFRIT. 2x4 2x6 2xg 2x 10 0 U 1 13.All reinforcement shall be conform to ASTM A-615 and be grade 40(G40)unless indicated on the plans and/or details as grade 60(G60). All longitudinal , PLATE HEIGHT #2 SPF 92 SYP #3 SPF #2 SPF #2 SYP #2 SYP 92 SYP methodologies. In no case shall these documents be used for permitting or construction more than one(1)year after their date of original issue. ) (NOMINAL) (horizontal)reinforcing 'in walls and footings shall be continuous at/around comers and intersections, arid/or matching comer bars shall be used. All longitudinal , --,-,) 8' 16-716" 16"/24" 24-724" 24"/24" 24"/24" 24-724" 24-724" 1 1 . 1 �_4 - -_ 19.Engineering documents such as these depict a design that is both im * I (horizontal)reinforcing shall be lapped at splices a minimum of 40 bar diameters(20" minimum lap for#4 and smaller reinforcing)and all vertical reirZorcin shall be �A� "I -_9-I - 12"/16" - V� practical and economically unfeasible to fully test or prototype prior to execution. As�uch,extreme lapped at splices a minimum of 25". 9 LEGEND - , 12"/16" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" , .e!� g care arid code-required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors,omissions and/or confl,icts. L 10, 10'712" 10"/12" 24-724" 24-724" 24"/24" � 24"/24" 24"/24" However,the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent I inability of the I ill 8'78" 20"/24" 2 . . 14.ALL concrete operations-including but not limited t i ,ming,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done (2)2xI0-2/3 HEADER/BEAM CALL,OUT . engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the"paper"phase,opportunities do exist for the design to require additibnat effort . i 17 N.P. N.P. 18"J20" 22"J26" 24"/24" 24"/24" 24"/24" �� D . . I . in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete." #4 4% 40'* - 11 once construction has commenced. This,combined with the relatively low fee(relative to the cost of the Structure)associated with providing the engmeeringservices as 114 - 0 I NUMBER OF KING-STUDS EACH SIDE OF OPENING I IT - N.P. N.P. 8-712" 12-712" 12'716" 24"/24" 24"/24 Ellllllllll( depicted herein,Causes the engineer to be unable to accept"back-charges" for errors or omissions contained within the design(s)depicted herein. 1 15.All masonry work shall be in accordance with ACI 530/ASCE 511'MS 402 Masonry Building Code. NUMBER OF JACK-STUDS EACH SIDE OF OPENING � 16' N.P. N.P. 6-78" 81./81. 8"/12" 16"/24" 24-724"- U �� U It - SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) I 1 18.5' N.P. N.P. N.P. N.P. 6'76" 12"/16" 24"/24" 20. These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual propertycifthe engineer. 16. Concrete masonry units shall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type 1,Grade N-1,normal weight,with a minimum compressive NUNIBER OF PLIES IN HEADER 19.5' N.P. N.P. N.P. N.P. 5"/6" 12"/12" I 24"/24" <� kn 0 �) For cause,upon notice,the documents shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/orelement.44contained 20.5' N.P. N.P. N.P. N.P. .P. V/12" 16"J24... herein are prohibited without the expressed written consent of the engineer. 'I strength of 2,000psi(firt.= 1,500psi). ALL EXTERIOR HEADERS UNLESS NOTED OTHERWISE 21.5' 1 1 1 N.P. V/8" 1 16"/16" pj� C� �.4 p4 i I I - rl-- E---, i 17.Mot-tar shall conform to ASTM C270 and be Type S. 22.5' N.P. I N.P. I N.P. I N.P. I N.P. [_8"/8"_ 1 16'716" 2 1. These engineering documents have been prepared for the specific site or location identified herein, as relayed to the engineer by the client. The engineer has used ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE = r__-llll 4.1 V) I EXTERIOR STUDS SPACED AT GREATER ITIAN 16"o/c SHALL resources reasonably available to him,based upon the information relayed by the client, to determine the appropriate wind speed and exposure for the specifiI site or 18. Grout,when specified,shall conform to ASTM C-476, with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a shunp of between 8" lillICIN 1-11 .- - , - location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind sp�ecl maps BE, SHEATHED WITH MINIMUM L9 ' and I V. 32" Q- NOMINAL)SHEATHING DESIGN MEB published by the local controlling authority and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official sliall verify the WrfH VERTICAL APPLICATIONS& STUCCO FINISHES. . - wind speed,exposure and other design criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing constructirfrom.them- The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information v*ded to him 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMU walls, unless specified differently on the drawings. DRAFT MEB - Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. . MAXIMUM ON-CENTER STUD SPACING IS 16" WHEN USING -1" by are client(or others),or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. T ' "RSD"IN PLACE OF A QUANTITY OFKING-STUDS fN A HEADER OR BEAM CALL-OUT INDICATESTE THICK WALL SHEATHING. 16 CHECKED EAW ' 1 20.Provide horizontal joint reinforcing in CMU walls at 16"ole vertically conforming to ASTM A82 and ASTM A167 Type 304. SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE SCALE N.T.S. - I ( ) INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING IVIEAIBER STUDS WITH MAYdMUM ON-CENTER SPACINGS OF 6" OR 8" SPECIFICATIONS: STEEL MAY BE DOUBLED AND SPACED AT 12" OR 16" ON-CENTER, DATE 11.10.2014 i RESPECTIVELY. DOU13LED STUDS SHALL BE FASTENED WOOD FRAME WALLS :11 1. Steel elements shall be detailed,fabricated and erected in accordant�e with AISC "Specification for the Design,Fabrication and Erection of Structural Steel I . . . TOGETHER PERTHEMULTI-PLY POST CONNECTION TABLE. . JOB NO. 14-198 - I I 1. Unless otherwise specifically indicated within these documents,vertical wall framing(studs)may only be interrupted(i.e. broken,pieced or"platform-frarqed")when Buildings," 9th edition. �2.FT. NA FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MASONRY CONNECTOR SCHEDULE -� fully-braced by an intersecting sheathed floor system. Stairs, stair stringers and some intermediate roofs do not qualify as an"intersecting floor system" and shouldnot be I c�D Project Engineer . 1 2. Structural steel shall be ASTM A36,except as noted below: CLIP,TIE FASTENERS NAILS/SCREWSTO HARDWARE/ AST,N LOCATIONNEXTIMONO FOUNDATIONS EXTISTEM-WALL FOUNDATIONS CMU WALL TIE-BEAM/LINTEL used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be continuous and a)Pipe ASTM A53,Type E or S,grade B or STRAP orNAILS FRAMING MEMBERS CONNEC`TOR (SAE 01 ) PIT C-1i ., . . uninterrupted between points of lateral support. ATR DI �11N EMBED MIN EMBED MIN EDCE MIN EMBED MIN/MAX EDGEMIN AW�D7 EOCE DIST P0 I .__ b)Tube ASTM A500 H2.5 (5)8d PER END (12)16d ABU-44,-66 518' �_1111 Vi7�� -- 3" 121, 1-3/4"/6" NIA El!�Pbeth'A. WoodWard, PE __ - I " 2. All top-and shoe-or sole-plate material shall be#2 SYP lumber-vv/maximum 19%moisture content. Shoe-or sole-plate material in contact with concreteor masonry H5 --- (4)8d PER END (10)16d/EACII LT`r20B&D172 IP--(EA) U1__WMIN 5-IP-* T,wl 2-IfT,spC,G I'll 1-3/4"/6" 12" C.L.wl MIN 3. All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. H8 2-1/2-SPC`G 2'%v14"SPC'G_ 3"SPACING c_P shall be pressure preservative treated. (5)10d x 1-1/2"PER END __ ___ .)rofessional Enginieer (22)10d SINGLE MGT sis" �-I,-_ 5-UT, 3" 12" 1-3/4"16" 12" C.L. L-1 *' MTS12 (14)Hill or 10dx I-IPT'TOTAL I 2L Li6ense �Q. 6194T, 1 1 4. Hex nuts arid couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM 2x(22)10d DOUBLENKIT (2)518" �_112" 9-1/2" 3" 12" 3-1/2"14" 12" C.L. I ,I I 1-1 I 1 3. All vertical wall framing(studs)-including"jacks" and"trimmers" -through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the Yor table(s), HTS20 (20)10d or(24)10dx 1-112"TOTAL - 11 -_- I 1, � - I ' ' A307,A36,SAE 1018 and Grade 2 bolts. (18)16d SINGLE IM1614 5i3l �_, 7-1/2" 2` 12" I-314"/6" 12" C.L. I I I � w/maximum 19%moisture content-except as noted or specified otherwise on the fralming plans and/or details. All vertical wall framing(studs)1�rgerthau`2x6 shall W#2 I= (16)16d SINKERSTOTRUSS, - -IP 7-IPT' 12" 3-1/2"1 4" C.L. I � (14)16d SINKERS TO>&POST ------- __- 2x(18)16d DOUBLE HTT1614 (2)-W 2 _- ___-4. 121, __ -____- I SYP lumber-vv/maximum 19%moisture content unless otherwise noted or specified on the framing plans and/or details. 5. Hex nuts and couplers/couplings used for high-strength bolts, anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy Ilex ASTM A563 grade DI-1. H16,_-_16S,-I6-2 (2)Hill x 1-1/2"TO TRUSS,(10)TO>/POST 2x(I 8)16d TANDEM H'1716/4 (1)5�r PYT 9-112" 51, 15" 1-3/4"/6" N/A - 50 00SEVELT BLVD, _____ - - - - . Il". msrAI2 (10)Hill TOTAL (32)16dSiakeis SINGLE HTT22i5 518" P/2" 9-10-11 2" 15" I-3/4"/6" N/A (JACKSONVILLE, FL 32244 4.All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, e' ept walls that MsrAI8 (14)Hid TOTAL 2x(32)16d Shik- DOUBLE HTT226 ' (2)_5�8" P/2' 9-1/2" 51, SEE PLAN N/A * are specified as SYP and are also not designated as a shear-wall or portal frame wall may use SPF blocking. CORROSION&DECAY RESISTANCE: MSFA24 (18)Hd TOTAL (20)Y4-x 2-1/2"SDS SINGLE HDU8 7iV li" "I 3" 13-1/2" 13-1/2" C.L. (904)680-6279 -_ 5.Ill some instances,these engmieering documents may include a specification for a column within a wall where the size of the column exceeds the thicknesiol, wall as MSI'37 (42)16d TOTAL 2x(20)Y4-x 2-112"SDS DOUBLE HDU8 (2)718" i" 13-1/2" W -13-1/2" 13-1/2" C.L. �_ SHEET specified either in the stud table(s)or relevant notes. In such instances, ,my of the following three options may be used to resolve the conflicting thic es;seslp) he 1. All structural members of wood or Structural composite lumber either exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony NIST48 __ -(46)16d TOTAL (30)Y4-x 2-1/2"SDS - SINGLE HDU I I 1. I" 151, 1-314" SEEPLAN N/A - out t� * MST60 (56)16d TOTAL 2x(30)Y4-x 2-1/92"SDS DOUBLE HDU I 1 --,-T- 151, 4" SEEPLAN A thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall;b)The adjacent wall may be farred- a ckness boards/lumber,joists,posts,etc. -shall be pressure preservative treated to a level rated for the specific application. Borate-based treated wood shall not be used as/for (2) � N1 1 CS16 (30)Sd or(26)Hd TOTAL (36)Y4,x2Y2"SDS SINGLE HDU14 � 1. 151, similar to that of the Column so as to conceal the thickness of the column within the wall;or,c)The column and adjacent wall may remain different ic, esses, d the structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate for the !r 151, 3" SEEPLAN NIA. I column"wrapped" with a finish material(i.e. gypsuni,etc.)and left semi-exposed into an interior space within the structure. Additionally,ifnone ofthe thI4 application. SPH4,-6,-8 (12)10d x I-V2" 2x(36)Y4-x 2Y2"SDS DOUBLE HDUI4 (2)r 15" 4" SEE PLAN N/A aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine ifan engineered wood HPAHD22 (23)16d (16)Hd HaT2,HGT3 (2)3V4" 7- 11-1/21, 3" 1 SEE PLAN 11-1/2" 1 C.L. (EWP)or structural steel column may be used within the allotted wall cavity. 2. All interior wood and wood-based members in contact with concre.e or masonry shall be pressure preservative treated to resist decay. LTP4 (12)8d x 1-1/2"TOTAL .�(16)10d 1 IIGF4 i(2)314- il., i 11, i 3" 1 SEEPLAN ITI-i-, I C.L. _� I A35 (12)3d x 1-1/2"TOTAL FRAMING" SCHE'DULE NOTES. GUARDRAILS,ILkNDRAILS AND SUB-ASSENIBLIES/COMPONENTS THEREOF N, . f o,r 4 3. All fasteners(nails,screws,bolts,etc.)less than V2" in diameter and in contact with pressure preservative treated wood shall be either hot�clipped galvanized(I-IDG)or METAN (12)10d x 1-1/2" 1 (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITHERAPROPRIETRAY . 1)USE SIMPSON IWACRYLIC TIE Two-PART Epoxy FORNIR-Tq-FOUND.CONNECTIONS U.N.O. SYSTEIvf WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S) L_ --.,;.j FIELD FRAMING stainless steel(SS). All metal fasteners&connectors exposed to wealier and/or in contact with corrosive materials shall berated by the manufacturer for compatibility HETA20 - (12)10d x 1-1/2" 2)ALL DIMENSION3(ROD D"METER,EMBEDMENT,EDGE,ETCIAREIMINUQUIM DISTANCES UN-0. OR OTHERWISE BE DESIGNED BY A FLORLDA-LICENSED PROFESSIONAL 1�1_> with tire application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing aiarrionia shall require the LGT2 (16)16d SINKERS TOTRUSS, 3)"DOUBLW HOLD�DOWNS REQUIRE MINIMUM 3'SPACING BEIYEEN AIRANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE COD] ` _M,,UONRy (7)114"- 4)EDGE DISTANCE DWENSIONSTOBE MEASUREDFROM THE EXTERIOR FACE OF THE FOUNDATION,CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DkAWING(S)AND ASSOCI�3 THE I x2-1/41'TITEN SCREWS TO WALL .. ilq\\,�;, 1.Limited elements or areas of the design(s)depicted within these engineering dOCLanents may include the label or reference"field frame" or similar. At the;e confined exclusive use of SS connectors and fasteners. The use of any materia I treated with the pressure preservative treatment ACZA shall require the exclusive use of SS (7)IQdorI0dxI-I/2"TOTRUSS, - CMU WALL TO THE,OF THE ATRANCHOR I DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R.PRIOR 1� , MTSM16 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB L ATIONS ONLY IF THE MIN.EMBEDNIENT IS TO CONSTRUCTION. ic application. These elements or applications in�y include conn(;ctors and fasteners. (4)I14x2-I14"TITEN SCREWS TO WALL locations the engineer has determined that it is unneciessary to establish a demonstrable design for the specif I MEASURED FROMIRE LOWER SLAB ELEVAXION f stairs and/or landings,plant shelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non-typical construction and/or I HTSM16 (8)10d or Hill x 1-1/2"TOTRUSS, 6)ALL PARTS/MNI ERIALS TO BE INSTALLED IN ACCORDANCE ITII,\fANUFACTUMR!SINS�FRUCFIONS& (4)114"-A 2-114"TITEN SCREWS TO WALL DIRECTIONS . 1 4. Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-MAX,HGD, etc.)connectors&fasteners shall not be combined. Use only SS fasteners with SS connectors. (2)i0d x 1-1/2"TO TRUSS, 7)ALL NAIL S SPECIFIED ARE'COMMON"SIZES U.N.( accessories. As such,the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to�create his or H16_16S,-16-2 1 1 9 4 1 her own design for elements or applications specified as"field framing" or similar. The design(s)and execution thereof shall be in conformance with all,applicable laws Use only zinc-plated/galvanized fasteners with zinc-plated/galvanizec.connectors. (6)114�x 2-1/4TITEN SCRE WS TO WALL - 8)MINIMUM ROD SIZE/GRADE.EIMBEDMENT&EDGE DisrANc SHOWN ON PLAN SUPERSEDES MINIMUMS SHOWN I FGTR (18)114x3'*SDSTOTRUS3, ONTHISCHART I - rules,codes,etc. and shall be to the executed to the satisfaction of the Building Official. 1 (2)112-x5"TITENIID'sTO WALL - 9)MINIMUM EDGE DISTANCES OFT'OR MORE REQUIRE MINIU,It�vt 6"WALL FRAMING . 1 5. Regular inspection and mai tenance of wood,wood-based and metal products used in structural applications and/or used in outdoor or other potentially corros' (8)10d TO FRAMING, 10)MINIMUM S"SPACING BETWEEN META,orHETA-ANCHORS U.N.O. ; in ive . MSrAM36 (4)1/4"-x2-114"TErENTO,I,IASONRY II)MINMUM 1-1/2"--DGE DISTANCE FOR TITEN SCREWS v I environments or applications is essential for continued,long-term satisfactory performance. 12)MINIMUM 4"ED'E DISTANCE FOR TITENED's 1, . - ____a ��, � i k . --__ __ � - .� - , - , ,., ,, . -C I .-t_��_-I� - 1.- !E��_' �_ �,,r r F.-, -I 11-i�- I I I��-I-�I-I� I__I'i I 1,I_� , �,_,,,,,�7_._'I_,�'�,, �_,.,� ,� ', �, ,, I . , I I I I I I I -- I I I ��i.,�-i�- �I I -1_11_� I , -� "- I I .�_ �-___-,,- . �, .,�,,� ,� � - "11-, ---- - . . _ _____ ______ - ____ _____________. I -- -- ___- __� - .- ------ - -- .-- __ ___ - - -11 - -I,i,l 1�I I _ - --- �_- ---_ -__�_ , � Nit 7111. DOCUMENT. ALONG WITH P6'-60P 20 REFERTO"BRA(KET" AN INSTRUMENT OF ENGINEERING LHITER ENGINEER'S SERVICE FOR THE -- ---- *RODSA`I'MYUX.Y-O"./j. EXCLUSIVE USE AT THE DATED 2.18.2015 FOj', PROJECT TITLED HEREIN. *RODS AT MAX.Y-Vo/c PORCH *RODS AS SHO" RODS AT MAY S' ==D FRAMING DETAILS INFORMATION DERIVED FROM OSI3 T712"8D'S W/ THIS DOCUMENT, ANDIOR (1)5/8"DIA.THREADLD ROD ISENIBLY @ ASSOCIATED DOCUMENTS. MAY NOT BE USED FOR OTHER -------- ---------- i EACH END&2'"DIA.STUBBIq @ 24"O/C. I WOR4S) OR PROJECT(S) *A77EAT10iV" WITHOUT THE EXPRESS WRI Q) I I�EFERTO"BRACKET' PROJECT IDENTIFIED Cr C3 cioi :�Jol .9 ENGINEERING LETTER BELOW. DATED 2.18.2015 FOR PORCH Ll FRAM ING DFI'AILS REV DESCRIPTION VT-2) CJ02 CJ02 (1)MSTA12-_R __3 EACH JACK fo I MEB2.24.2015 ------- --------- -a HEADER W/jl) F CJ03 CJ03 1;I-I`20B @ SND 2 7 F ------------ -------- -------- BASE TO A.T.. _E_/_VcI 3 T15 HEADER V 1`1 1) 11,1117np 4 '1'1'2?QB S1UD F-1 VT2 r7 */t7TE_tVT(01V' �,�T2 BASE TO A.T.R.. �0 Y2 00 ---------------- cN REFER TO"BRACKLT" The Vs—T2-j ------------- �ST2)` 91-0" 0 1 - _-, e W-011 "A7TENNOiVI t- ciol ENGINEERING LETTER STILLO RETERTO"BRACKET' D 'ED 2.18.2015 FOR PORCH t-A ENGINEERING LETTER FRAIMING DETAILS W-6" Lj i I 1-i I I '-" DATED 2.18.2015 FOR PORCH CM2 Group FRAMING DETAILS f------ L ------ ----- - ------- -------- ---- -(2)MTSITS@�A -3p/'l '0- 112 cio A Florida Corpomdati _L) 0, y#2 12's m'41, 3 SPr'-2_x4_POS-IyV_r(ITHYBRfD N-_ S F�x 0 �WX/ ID Designers THREADE"QD ASSEMBLY. _.rHRRADR Engineers m Elk (2)2x8-1/2 T1 jr (2)2x8-1/2 Z PQ It FE 655o Roosevelt Blvd Iuj F01 Bmi BMI Jacksonville,FL 32244 I_T1 -4)772-63-00 VS T2 ^co 7 (9 co U m it 11 7 ------- _j cc�o oo I : .2901.5 ST2 ST2 c r 11 L 4 : i i : ---- ---------------- 5� J L----J L-------- C4 U 11-L---- oo co r oo r 0 --------------- --- ----- c, U c'! m 44r-cn _:jr-r Qo --------- - ---- -- ------- --- --------- If -6 ;) F10(4 F10(� I I r --------- _�-J�ZX16'1 W/ LL---+- 4L En ua ,3o 0 ----1 0 I oa F02(6) 0 4b",60"x16"W1 30"x30"xI6 0 3-#4'S BOTH 3-#4*S INTHE 344'S BOTH WAYS SHORT WAYS U c� 20"WIDE x 12"DEEP DIRECTION& CO 1 00 -ar- 4-114-6 RN I tM 011 'ING W/(3)#4 CONT. -oc)NTEGRATED CONCRETE 8/10 A ST2 00`1 LONG ST2 uo VST2 SIMILARTO DETAIL DIRECTION Fil 12/ST2,EXCEPT AS cn T 22 1 r- = NOTED HEREIN. Do 0 Vs—T2-7– -------------- F12' F12 11--------------- -------------- --------------- it-0- 2'-2" 13'-10" 4�-O` 12'-6" 4'-0" 13'-1 0" 2'-2" 4�-O) f 12 6 < F03 F12 F12 F03 LO 1:? 1� 91 C? 4"CONIC.SLAB oo REINFORCED W/EITHER oc I F09 F04 C'14 Qj 6X6 10/10 WWM OR FIBER F04 F13 F13 Q? MESH ON 6 MIL VAPOR ---- c4 b Q 4"CONIC.SLAB _4 ---- cn QO BARRIER OVER CLEAN, COMPACTED FILL.SEE REINFORCE F14 F14 D W/EITHER f� cn cn �::� — M ARCHITECTURAL 6X6 10/10 WWM OR FIBER > 0- Q) DRAWINGS AND 42 MESH ON 6 MIL VAPOR Q) 3) FG5(3) to I 'I BARRIER OVER CLEAN, I I SPECIFICATIONS FOR ST2 C\2 INSECT AND DECAY IF1 COMPACTED FILL.SEE ;> F15(3) F15(3) co ce) 4"CONIC.SLAB I I I % RESISTANCE REINFORCED W/EITHER 4"CONIC.SLAB ARCHITECTURAL 0 f---j CONSTRUCTI I REINFORCED W/Errf IER DRAWINGS AND T ON 6.X6 10/10 WWM OR FIBER L ton SPECIFICATIONS FOR 0 PRACTICES.PROCESSES (Z) j AND TREATMENTS TO MESH ON 6 MIL VAPOR 6X6 10/10 WWM OR FIBER INSECT AND DECAY KL�l i�!, T MESH ON 6 MIL VAPOR 12 BARRIER OVER CLEAN, f 12 N F06(3) E- W4 MEET APPLICABLE CODE RESISTANCE L-L I � S �, m ST2 COMPACTED FILL.SEE BARRIER OVER CLEAN \ST2) cl 3) z 0 E- 0 REQUIREMENTS. L__j COMPACTED FILL.SEE' CONSTRUCTION c\Z F16 F16 0 E_ ARCHITECTURAL P4 2ply#2 SPF— 2ply 42 SPF ARCHlTEUrURA_L PRACTICES.PROCESSES DRAWINGS AND AND TREATMENTS TO 110 -100 2X4 POST 0 2x4 POST op DRAWINGS AND f2l �i - :::---I r SPECIFICATIONS FOR —9)-FI6-- �� c_i=_:] c -A 2 It —@�-1716 .1,4 H Q bvIEET APPLICABLE CODE 0 = U INSECT AND DECAY SPECIFICATIONS FOR L N 20"WIDE x 12"DEEP INSECT AND DECAY REQUIREMENTS. _j EGRATED CONCRETE RESISTANCE ILI F10(3) F10(3) F07 4 CONT. F07 INT RESISTANCE V,9.U g U FOOTING W/(3)# CONSTRUCTION 0 PRACTICES.PROCESSES— -I- J CONSTRUCHON 0 0 L ATMENTSTO -C-4 12/ST2,EXCEPT AS SEE DETAIL AISI SIMILARTO DLTAI AND TRE PRACTICES.PROCESSES r8l,0 1 1 SEE DETAIL iV� 0 MEET APPLICABLE CODE AND TREATMENTSTO ST2 A U S NOTED HEREIN. aL MEET APPLICABLE CODE Nr REQUIREMENTS. I F01 (2)2x6-CONT.-1/31 .1 (2)2x6-CONT.-1/31 Fol I PLY#2 SYP 2X8 REQUIREMENTS. I I I oo 4 1 PLY#2 SYP 2x8 10 F:7: 20' WIDE x 12"DELEEP LEDGER F17 LEDGER �'�/Iy On 'o '\ 4HEATH PORCH �! m e8Q INTEGR IkTED CONCRETE LOCATED A71' i� 0� q� '9EE DETAIL INJSI 0 LOCATED AT w CEILING PER w�) — k w�D ZSHEATH PORCH FOOTIN C!W/(3)#4 CONT. zo h L--------- --- ----------- ummm-44 �;j - ST2 ROOF -------- Mr,0 ROOF L------- --- ------------ K8110 m -1 ,,- CEILING PER _j 17 1 (2)2x6-CONT. DETAIL Q/STl �15 U MILARTODLT2LUL r RAFTER(S)& 0 ')2 - 0 1/3 0�� -%01 0 FER(S)& S I�/S'1'2,LXCLIYI'AS CEILING fl, "I Se '01 DETAIL Q/STI z CEILING ZSHEATH PORCf I JOIST(S) _F_ P4 f:) 0 (2)2x8 (2)2x8 �q CEILING PE on NOTED HEREIN. JOIST(S) (2)2x8 oq q �', Z I 'R &- �� 5 ""MEATH PORCH FASTENEDTO FASTENEDTO In L TO BE: �01 0 PORCI I PADS c m �.j 0 td PORCH PADS T0_BE-] 7 EA.VERT.WEB �1 CEILING PER EA.VERT.WEB ------- 62 DETAIL Q/sTi t,.�� F-3 7 7 � I I I � � 6 w U�,) w�:) 20"x20"x1 6"W/244'S z a Im,0 1 lk -- ----------- VST2 1 N 01 0 DETAIL Q/STI MEMBER IN 7 - 0 Q> k ST2 I 120"x20"xI 6"W/244'S I �F2 L BOTH WAYS MEMBER IN N11 110, 1 r 7 NO, *1 TRUSS T01 W/ UN I r 1" A UNIT I TRUSS TOI W/ 1 -0 BOTH WAYS 6,11 A I (3).131"X21" F__(2)Tx_8 =(2)2x8 I (2)2x8 Lj FE ?X Li (3).131"XT' PADSTO BE: r_ -71 W/ 17__-I NAILS I PLY#2 SYP 2x8 LEDGER NAILS r7 _Z� 1-T > 20"x20"xI6' ummm4m r7 ----I E] El LOCATED AT ROOF' *RODS AT MAX.3' 0/ S7'2 2-94'SBOTH �ST21 YST2 WAYS 2-14S BOTH RAFTER(S)&CEILING I PLY#2 S YP 2x8 LEDGER 10'-0 WAYS 10'-0" 10,-o" -(S) c": 20"X20"XI S T-9 JOISl UNIT B LOCATED AT ROOF r -I F FASTENED TO EA.VERT. Q) L L e 1 _1 ---1 INITRUSST01 I A FLOOR STRUCTURAL PLAN RAFTER(S)&CEILING El � �0 WEB MEMBER co El JOIST(S) i W/(3),I3I"x3"NAILS EXPAMSIOk MT. A 1'-o,, I 14XPANSION MT. 3/16 11 = 1 1-011 FASTENEDTO EA.VERT. P_ I" EXPA 9f WEB MEMBER IN TRUSSTO I PAVSION AIT. 8 '31, 2V -11, 8' Xt e_ W/(3),I3I"x3"NAILS Ask^ *RODS AT MAX.Y-8" CONVENTIONAL STRAPPING PER DETAIL A/STI 6 *RODS ATMAX.T-Vo/c. d-4 c> 1 (2)2 16-Co 1 (2)2 x On' ONT,,.4/3 0 1111 1 — I (2f2, x8-1 (2)2x8, 11 11 11111 11 1 - I Jill 1 11 UN11" A UNI UNI I ' UNIT If 11 1 if I if [[P-- n 11 — fill 11 1111 11 r �x to ID Iz co j�_ w u:1 C. C; co I I- I'D (o tt� v)] c4 c) (D P P aC-E_ME N T C;04 u T \-ml 4 1 2 H2 N N.4pj X4 42�FV P y i CKS PER APPROVED srm.PLM JAq.�s W/ Q) FOUNDATION PLAN BY ANY 21 EACIJ N TAI DN EAyH Is umyg%��.D M&JA12 0 MUM INSPECTION JAq c--i-o II.DER J CK T I _0 STANDARD r 6 1 16 3/16" - -(I -6 AN�, 1k, U k, EA 1-1 POS, PASE CJ06 CONVENTIONAL FRAMING NOTES TOiTUD rUOW14 STU PELO IN �D FLC LEV I ST ��LOO I[VEL ALL MATERIAL H2 SYP U.N.O. 0 ALL RAFTERS 2x6 @ 24"o/c U.N.O. -A, J L_ L ALL CEILING JOISTS 2X4 @ 24"o/c U.N.O. 41---11 __:0 Ac DESICN MEB CLUSTER(5).13 1"X3"NAILS @ EA.ROOF ---------- --- \ 11-- - (---, I-_� r--, _c� ------ RAFTER TO CEILING JOIST DRAFT MEB _d o 0 -a C? c? C? 0o Z 1. CHECKED EA W INTERSECTION. =IF 5).13 IxT'TOENAILS @ RAFTERS& EJ02(10) ---------j SCALE N.T.S. CEILING JOISTTO LEDGER: (1)MSTA24 @ EA.#2 S F 'TRADITIONAL HARDWARE" "2(10) 'P ------ _Z71 I I I I- - 2X6 STUD TO ZR R DETAIL c/sTi. (1)H2.5A Oa EACH ItA.FTER TO HEADER ___ I I _e �r I /-- -- I I I %, - I DATE 11.10.2014 u2 m u`r) i: I f:� TOP PL.::::::,. I L I PLY#2 SYP 2x8 LEDGER LOCATED AT JOB NO, 14-198 A LF oco ROOF RAFTER(s)&CEILING jois-f(s) FASTENEDTo EA.(16"O/C MAX.)VERT. S 2�_W`T. NA FRAMING MEMBER W/(5).131",-3"NAILS y Z5 1� 4n CONTINU I L------ ------- \\\1F1.r?ject Engihee�.`,, Y, ------- ---- ------- ------ HDR Lj PER PLAN. r:) I I--I,L b* e"th & Woodwqrd, ff. 0 0" WALL ANCHORAGE LEGEND U 0 M riceb§e1,mq_U 1 Z:Jff I - - it 0 WINDOW 5/8"DIAMETER THREADED ROD ASSEMBLY w/7-1/2" MIN. ly 2x4 A(KS Nk, WINDOW OPENING mj .4pyl x4 2pPJA�rS Iv/(l AISTN2 ON�A,�I�l (1)M�TA 12 9N EAr EMBEDMENT INTO FOUNDATION AND COUPLINGS F2 SPF OPENING IY3.1 f 1)MTS 2's OR f2) (2 NITSI Is AS RJ�Q`D. 3 XY4"ROUND HOLE WASHER ATOP SEVELTBLVU�l 1 11,NN L) lu ADERtu-Jupj UPPER-MOST TOP PL.ASSEMBLY. JACK�0 HE L MSTA24;@ TR ps (1)SP6 @ EA.#2 SPF 2X6 MS, Y�12 @1 EACH WS MVA24's c TRUSS _AqH POS MIN.3PLY iV2 DIAMETER FULL-LENGTHTI IREADED ROD ANCHOR B ETo JIEADE�R TI�-TO-3py#2SF ,'2x4 T121T (964)68b-62 W/ 6EAD R HREAPED R D Aq�D ROD 0 1 ASS 1 -MOSTTOP PL.ASSEMBLY. IF I I t 0 CJ04 AND Yx3"xl0ga.SLOTTED WASf IER(+FENDER BEJOW. -1, OH STUDTO SILL PL.AS ::1:__�zF 2X6 STUDS 2 Jos PqST W/ 1)HYE.UD PO I.Vi HYBR� SHOWN 6"EMBEDMENT AND 2"EDGE AT FOUNDATION BLYJ T BASEJ�EL EE WASHER)ATOP UPPER I rr T1 �2)2x6t",C�T-,�1�/3 2 2_4_� 1 1 ( DIAMETER HYBRID Tf IREADED ROD ASSEMBLY. 1 11 11 T11 DIAMETER ANCHOR w/6"EMBEDMENTAND 2"EDGE I fill r T AT FOUNDATION,w/12-to-82 REDUCING COUPLING TO 2" 8 E-F. VISED 2.24*2 015 1 -I-- L h DIA1`v1ETER FULL-HEIGHT THREADED ROD W/2"x2"x 18" TIGG of FACE VIEW WASHER ATOP uppm-mos,r,rop pL.MSEMBLY. UNI" A I T13G UNI PLAN CHANG_ ES Y T_x Tl-irrri Z__A W/� 3"DIAMETER THREADED ROD ASSEMBLY w/4" i I 1 11111, 1 4/1)1/2"DIA,A.T.R. 8 TNIT B` 3"XT'WSHR&NU`I' EMBEDMENTI NTO FOUNDATION AND COUPLINGS AS 8 @ EA.SIDE OF R EQ'D. 2"x2"x1'WASHER ATOP UPPER-MOST TOP PL. DS AT MAX.T-1 COLUMN,AS ASSEMBLY. SHOWN. 2nd FLOOR STRUCTURAL PLAN -------- ,13 3-112-8� *RODS L WINDOW HEADER DETA 3/1611 I � ____-__� -_ -_� ___.--.-- ______ - � - SHEATHING THICKNESS 7/16- THICK (MIN.) (24/16 HEADER, ADJACENT TO j THIS DOCUMENT, ALONG WITH - SPAN INDEX) APA- OR - TECO-RATED WALL SHEATHING TOP > - PER CALL NTS, IS AN ROOF SHEATHING 'WALL SHEATHING' I " MI . SPH4-6-8 CONNECTORS AT x � 1� r �� x x � w/ (1) ROW OF Bd NAILS 0 INSTRUMENT OF ENGINEER'S WIND (supported@ 24'OICMAK) (supported @ 16'OIC MAK) - (3) ROWS OF 3"o/c AT TOP OF SH1N'G (IN TO PLAN. - SER VICE FOR THE EXCLUSIVE USE SPEED 6, I .,,I . ,,--(1) ROW OF I 10d NAILS 0 8" 1\ . - N I" >-TO-HEADER 0 MAX. 32"o/c- 8d RING SHANK AILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING** i. " 10d NAILS A, A O.C., STAGGERED TOP >) AND AT BOTTOM OF AT THE PROJECT TITLED HEREIN. EXPOSURE MIN.THICKNESS*** INT ERIMETER/HORIZONTAL VERT APP.W VERT APP. INT END 11 0 4" O.C. �. AS SHOWN, EA SHTN'G (IN TO HDR.). NO . OUTSIDE CORNER OF INFORMATION DERIVED FROM THIS (SPAN INDEX) ,/-(1) ROW OF �� `�I . ZONE JEND ZONES . STAGGERED. + PLY. ADDITIONAL>-TO-HEADER t '�10 .. GARAGE. APPLICATION)UT STUCCO W1 STUCCO ZONE ZONE _ I" 10d NAILS 0 1 1/4" OFF I 5/8 1 1 . CONNECTORS REQ'D w,/ TRUSS F .. . SSOCIATED 7/1 G" 7/1 G' 1 5/32" ,.., : 6" O.C. I UPLIFTS <1,000#. FOR HIGHER / + + ... , ____ .131x3" TOE- OR END-NAILS . 1 2" '1 2" STAGGERED, <OF 2x6. t. 1, W UPLIFTS USE CONNECT ONS AS --_____1 F_� - -0 KING-MD TO HEADER. M DOCUMENTS, MAY NOT BE USED , i (1) DIAG. BRACE OVER I 1N. (4) - (24/1 G) (2,� WITHIN 3/4- 21 r : � SPECIFIED ON STRUCTNAL � TRUSSES APPLIED TO BACK SIDE OF FOR OTHER WORK(S) OR (supported @ 24'01C MAX.) - . OF CENTERLINE PLAN. TRUSS TO > CUPS TO IF THE INDICATED EMBEDDED I 2xlO HDRS. USE (9) NAILS, WEB. CONNECT TO EACH TRUSS WEB 1 115<132 mph 7/1 G" G'1 1 2" IS%" OF 2x4 all BE ATTACHED TO SHE 2x12 & ENG. WOOD HDRS. APPLIED TO FRONT SIDE PROJECT(S) WITHOUT THE MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING" T1 I / STRAP(S) ARE NOT PROPERLY .. W/(2) NAILS. INSTALL DIAG. 13RACES � EXP.B,C,&D HORIZONTAL VERTAPP.W1 VERTAPP. INT END � . W*48F CORNER T� , CAST-IN-PLACE, THEY MAY BE : - USE (12) NAILS. OF WEB -0 EACH END OF CONT. LATERAL- I EXPRESS WRITTEN PERMISSION OF (24/1 G) APPLICATION DUT STUCCO W1 STUCCO ZONE III '4- GARAGE. REPLACED BY THE FOLLOWING: : ____ - - BRACE LINES & @ MAX, 20' � . THE PROJECT ENGINEER IDENTIFIED ZONE I (1) HTT22 (1) MSTA-SERIES STRAP 0 INTERVALS BETWEEN ENDS. i BELOW. 1 5/32" I 5/32' 1 9/32" .1,31x.3" TOE- OR EMD-NAILS-/ 4 EACH 1ACK-STUD TO - HEADER. 2xlO HORS. USE 11 , I I I J_ J_� LA 11 ______ - - ___ G712" (370 0 KING-STUD TO HEADER. !�Ll I . . .. III � I I I 1 (32/1 G) (32/1 G) (40/20) i 1 1/2- 1 1/2- 2x1O HDRS. USE (9), NAILS, - 18" STRAPS, 2x12 & ENG. . , . .- i I - :I i REV DESCRIPTION 0 BLOCK ALL PANEL EDGES ad RING SHANK PER R803.2.3.1 OF'10 FBC-R: MIN. 0.113" 2xI2 & ENG. WOOD HORS. U 4 WOOD HDRS. USE 24" 1 *0 MIN. WALL SHEATHING & 1 92 VF CR SW I At Sly an SW USE 12) NAILS. \\\- I i OF WALL SHEATHING. NOMINAL SHANK diu., RING di.. 0.012" OVER SHANK dia.. 16-20 R1 Liam is OR] ( . - -_ -_ U%'&DED STRAPS MUST . i NAILING MAY BE OVERRIDDEN RINGS PER INCH, 0.280"dia. FULL ROUND HEAD, MIN. 2" LENGTH- NG RODS - THICK (MIN.) (24/16 SPAN� TI LATE fERAL BRACE MUST BE MADE OF 1 - " BY REQUIRED SHEARWALL *TYPICAL CONNECTIONS 0 STUD SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN WALL I --- /16 ____ BE INSTALLED w/ADDITIONAL N Iry IF LA - NAILING(SEE F/STI). ROOF SHEATHING PER SEE P/ST1 FOR BOTTOM CHORD COLUMNS. ACK-TO-KING STUD PER DETAIL B/STI, AT INDEX) APA- OR TECO-RATED -_> PC. OF #4 REBAR PER LOCATION DEFINE �-MORE THAN ONE PIECE, DO SO BY TABLE, W/PLY CUPS BRACING REQUIREMENTS. ASSEMBLIESJ.� CORNER POST. ETE SHEATHING-TO-POST W/ MIN 8d'. 0 12' O/C OR GYPSUM-TO-POST W/ EACH END OF WAL:_ WALL SHEATHING w/ 3"/12'o/c SIMPSON INSTRUCTIONS. ** OVERLAPPING AT LEAST 2 TRUSSES (4) .1310" TOE-NAILS 0 EA. TRUSS/ *SPECIFIED NAILING REQUIRED FOR MIN 5d's 0 4' O/C. IF MORE THAN 3 PLY'S ARE USED, CONNECT EACH TRUSS ENGINEER, 2 - 1OU1FR PLY TO SHF_AjdIH,Q 8$ SPECIFIED, SEGMENT, WITHIN " OF ad NAILING. EXCEPT MEN NOTED. USE -RJ VE CONNECT TO EACH I � -MIN. 1913V RAFTER -TO-TOP PIL. IN ADDITION TO ENGINEERED TRUSSES OR EVERY PLY IN ADDIT10N 0 2 PI Y'S. JACK-/KING-STUD RTED PANEL RSION OF TRUSS MEMBER W/(2) I � . (40/20) VATH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE SMY EDGES w/2x BLOCKING. , -i:: STHD14 AT CURB WALL NAILS 3 - RDOFING� UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & CONVENTIONAL (SOLID-SAWN) M I— �-______ (DTL2/ST2) . I FRAMING. SEE PLAN, LAYOUT OR (1) STHD14/-RJ CONNECTOR @ �___., LOCATIONS. EITHER � NOTED OTHERWISE. RAFTER BEARING POINTS. SSOCIATED DELEGATED � MAY BE INSTALLED TO JACK-/KING-STUD ASSEMBLY- :�� 1�// . EITHER SIDE OF C0NER MAY BE USED AT 4 - ENGINEERING FOR TYPE, SIZE & MULTIPLE PLY POST CONNECHONS 11 TO-FOUNDAT10N & 0 CORNER NON-CURB WALL (DTL I - TRUSS-TO-PL. CON - ORIENTATION OF MEMBERS. I rq I POST ASSEMBLY. .... 1111, POSTASSEMBLY-TO- 7 EXCEPT AS NOTED 0.14 STRUCTURAL PLAN(S) -;E @ NOT TO SCALE - FOUNDATION. (MAY BE USED 1/ST2) LOCATIONS. 'fhe UPLIFT (LBS)l CONNECTION (2) 2x( ) #2 SYP TOP PL.. FASTEI,i PLIES -! r__ I.L. WOOD-Tie RODS) I/ \ M N M � ly, N I 1-1 A S 0-41', (1) H2.5 TOGETHER w/ (2) ROWS .1310" NAILS 0 LENGTH OF CS16 STRAPPING w/MIN. (10) 10d DOOR(S) SHALL BE_j I 0-465 (1) H5 12"o/c, STAGGERED, wl MIN. 24" LAPS INTO EACH PLY OF SILL & HEAD(ER). EXTEND + ATTACHED TO -r _� + %_iv TILLO 0-745 (1) HS MIN. (12) .1310" NAILS IN EA. LAP. HORIZONTALLY ACROSS STUD ASSEMBLY& APPROPRIATE FRAMING MULTIPLE TRUSSES 1- 0-990 SPH4-6-8 CD MAX 32"o/c, @ PL.-TO-STUDS BLOCKING, CONTINUOUS TO CORNER, FILLING ALL . ! MEMBERS IN I ** MAY USE PA51 or -68 STRAPS I.L.O. STHD's FOR TRUSSES 0 24- O/C MAX �11 I I) M9 HOLES wl lod. (TYP - 4 STRAPS @ HEAD(ER) & (2)2x( ) BLOCKING (TYP). MATCH SIZE N ,.- ___ 46��__§:ffo '(T)H5 s'; - NOT REQ'D MEN USING WOOD*Tie . E4,,STRA,PS 0,,,SILL) WOOD*Tie ANCHORING RODS APPLICABLE AT STEM-WALL APPLICATIONS. ATTACH TO Group 745-1000 (2) Ha's ANCHORING RODS PER DETAIL B/ST1 1� �- OF ADJACENT FRAMING (STUDS). FRAMINNG; 22�T,�Lor�0264 10d ** , 0-1000 . I "I'll �� .. _; � . .1 - , MANUFACTURER'S TRADITIO �'M NECTORS �.,�, _77 ___�) H16/Hl6S TO TOP PL. 2x( ) #2 SYP SHOE PIL. wl(2) ROWS , "_' I I \ x x A Frond,C.,p..G '_�, -1 I INSTRUCTIONS & < , �'� > % I .i.-��, --- I 0-1000 TMTS12 TO TOP PL /'-OF x3' 0 12"o/c, STAGGERED 7�7 2� IRECTIONS. 'S Designers �.- �'-- %�,:7111.rl, S11 SIRUCTURIL PLAN MI�1312 - APA TEC6-RA m AL PLAN �.-_ � .5 ,f j� , 3 23/32 - OR TED 11 11 SEE DETAIL C/ST1 FOR (VERTICAL) � NING FRAMING DETAIL - U.N.O. V WPICAL Xj& NUT KcQUINt. zi ,OR WALL __T&G DECKING (24"o/c STUR -- R) // HEADER-TO-STUD STRAPPING NOT TO SCALE . Engineers ,'r � , S I FLS. L, " 11� ___ / I TYPICAL GARAGE D e 11 V I 6'/6'o/c 10d NAILING & APPROVED 11 � L � I_jL_I 11 11 I I SPECIFICATIONS. G) 11 2nd FLOOR WALL ,EXTERIOR STUD WALL SPECIFICATIONS I _� COnTRUCTION ADHESIVE. � � .1�..� I WALL SHEATHING - .. - S -_� W�_ I SE TRUCTURAL SHEET FOR,.EXTERIOR WALL FRAMING. I MATCH SIZE, GRADE & L= -- _____* il SEE TYPICAL WALL FASTEN FLOOR Jacksonville,Fl,32244 �-!�': -1 =-== =--=�=1 �. 550 oosev - . ' + ;--� -.- - --_: 111f ---------+QUANTITY OF ALL 2nd AT EXTERIOR DECKS, LEDGER 1-3/4" Width Pieces: I- TYPICAL INTERIOR BEARING WALL I, UD COLUMNS wl /A,P,\ � I I SHALL MATCH JOIST DEPTH (MIN. * Minimum of(2) rows of 12d (3-1/4") nails 0 12" a/c. I SECTION (A/ST1) FOR DECKING (PER A/ST1) 4 FL \ I I I I I ____�, TO LATERAL BRACE W/ (904)772-6100 - 11 11 BLO&TING IN FLR SYS +___//- ______, 7 tr SWB -- Cm== 2x8) AND BE ATTACHED TO EACH * Minimum of(3) rows of 12d (3-1/4') nails 0 12" a/c for 14' & ADDITIONAL SPECS � _� - 0 / --__ NAIL THROUGH A.P.A. RATED SHEATHIN I I -11 INT. LOAD �%RINQ , 11 /// I G __�Z�z �1 P FL CoA No - ...�� I / N STUD WALL SPECS 3t FLR-I_E�l / ZZ 16"o/c (MAX) VERT. FRAMING wl deeper, .0 1 (4) 10d COMMON NAILS .290ig EXCEPT AS STRUCTURAL PLAN S) +AND +,, /// ,, ""\ ,/,+ INTO FRAMING W/ 8d AT 3- Ox. A I ALL 4 "I ,� =/'��-. ,TU,DwC/,,L'U!MN U.N.O.... __ --�Ib_'- I * Nailed connections require an additional row of nails when nail size I 2x PLANK ORIENTED EFFECT1 WABLE STUD IL ___ EDGES AND INTO EACH PLY OF EACH X"dia. SDS-SCREWS - 3" LONG IF I T Is smaller than specified above (THIN. 0.128"X3"). a 1. I - P!6L T -- 1== =4 DIRECTLY ATTACHED TO FRAMING, in � WEB W/ .1310" 6 , I I LATERAL BRACES 0 24" / ______�4_.!Y � '/�c INTERMEDIATE FLOOR SYSTEM - J, 2x4 DIAGONAL U 12- 1/0-1 2. 'F DOUBLE INTERIOR PLATE. 12" O.C. O/C. T-EIRACE TO B O/C TOP AND BOTTOM. I I I NO 4PTF W%."5 i0i 1'e' I 3-1/2- LONG IF ATTACHED Ld * Nail from BOTH SIDES of 3-ply members BRACE 0 24" TO 8'-7"1 M#2 SPF STUDS 0 12'O/ I,11�� ELSEMERE. oe FASTEN TO FLOOR TRUSS Z I APPLICABLE TO MULTI-STORY BULL I W - h THROUGH SHTN'G. < 3-1/2" Width Pi -3/4" Width Pieces: 12' SAME SPECIES AND 7______ O/C. DIAGONAL '-7-1 2.6#2 SYR STUDS 0 IV 0(( ONLY. SEE PLAN, LAYOUT, OR *M. - ", GRADE AS WEB TO BE W/(3) 10d COMMON I 11 11 11 11 FOR OTHER UPLIFT HARDWARE AND QUANTITY OF SCREWS: ,,,mum ec NO !_pK21 bolts 0 24" a/c sta - - 7� � TO 21 2 LDGR: (6) SCF EWS --_� 1-\l 2x STUDS f(e2s)6,.-,,,, � g_,�df BRACED.S.-E _1 1.1-1.1-M 11 TOE-NAILS. BRACES TO I BRACE TO � A CONNECTIONS, SEE TYPICAL WALL X8 t , _ I I ATTACH 2nd FLR STUDS TO lst FLR W�E-'�iiE7&�FF�iE�iX�6�'-O"F'-'M...E'M_BE'R_S, ILV �,. \_ ,�� __ AS SPECIFIED BY LISS EXTEND INTO FLOOR -_ LATERAL BRACE 1V BRACING, BLOCK] TALLATION SECTION AND TYPICAL HEADER 2x1O LDGR: 1�7) SCF EWS ___1 - ER TABLE. 12" ' I I DESIGN E NEER I IN. .. __< I ) too STUDS (OR BEAMS) wl CS16 STRAPS NO & INS '\� FRAMING DETAIL 2X12 LDGR: (8) SC EWS I� SYSTEM (1) BA W/(3 " + DEPTH OF FLR SYS. IN LENGTH) DETAILS. , - - . 1X4). TION I COMMON NAILS (28 ;. IN LENGTH - . - " ,�, 11 LATERAL BRACE LOCA I (2)2x( HEAD ��/ NOTE: � I--,' 4 AT EACH END @ MAX. 32"o/c w/ (11) lOd/LNU, SEE SCHEDULE FOR ) AT DOUBLE INTERIOR #2 SYP LEDGER FASTENED TO III)0 �, ,�W I ,�, - � : . MATCH BRACE LOCATION - -AND SILL SILLS/PLATES/BLOCKING, NAIL FIRST (MAX) STUDS wl.1,'lx3" GUN NAILS 0 EA I C,OPN,N R .-r I I . CENTERED ON FILR SYS., TYPICAL, INT. , _� . I TRUSS-TO-LEDGER , ,� ,��>- MINIMUM WALL STUD (TYP) ,CT( � �'�__ �_ I STUD-EXTEND TO STI D BEYOND LAST'IRUSS. U ' -_ & EXT. WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & PLATE TO SECOND PLATE W/(2) ROWS , IED It I USING WOOD*Tle ANCHORING RODS PER SPACING - 1. - - 11 Y 0 1 1 1 12d COMMONS AT 8" D.C. _�BY TRUSS - 11-1 . 1. DETAIL B/ST1 TYPICAL, U.N.O. _____� __ -__ W_A=__�:��, ,�. . � SIDE PANEL HEIGHT TO ENGINEER. I 6 11 INTERMEDIATE FLOOR 1�j SYSTEM FASTEN EXT. WALL SHEATHING PT 2X( ) #2 SYP SHOE PL.. --\\ INTERMED�ITE SHEAR WIDTH REQUIREMENTS TRUS LEDGER & CONNETION SCHEDU PER TRUSS) 2",j -1 ,_ TO TOP PL., SHOE PL. & RIM or SPH4-6-8 0 MAX 32"o/c (9 A FASTENE 4, PER SILL, IT ft) MIN. w rFZv-#O-779..........2 w/(5y_NAIL§ 0 ff-ACH §T015. I � I I I� CEILING LINE IT �7" 2-1 PL-TO-STUDS - NOT REQUIRED 2E N 'T I Rv#77�-1241.....2x8 w/(8) NAILS 0 EACH STUD '. >� TRUSS WEB REQUIRING BRACIN . RIBBON wl PRESCRIBED "EDGE NAILING" 2 >SHEAR NNECTOR i-8 1 2 ' f-1- NNECTIO O < 11 SIZE/SPACING. WHEN USING WOOD*Tie ANCHORING SCHEDU ON � -�`7-5.- IRMA 12d2-lI362..,2xl2 w1112) NAILS 0 EACH SLUD. ') t - 11 I S-SHEET ) " ; 21 L B/ST1. I".. IT, . SCL BEAMS U.N.O. WITH 4" BRICK VENEER EXTERI LF . . . .. � :-W -i'- LEDGER DETAIL ST1 I Irl I I :4 ST1 NOT TO 3CALE - FINISH, ADD CORRUGATED GALV. r- ,I 17 I I -1 � I 1� �, . - TRUSS ON PARALLEL END WALL (NOTE: BRICK TIES @ 24"O/c HORZ. & - .I , � 1/2"dia X 7" EMBEDMENT 11, - . ��, , =1. --- I RIBBON ON FLOOR TRUSSES NOT SHOWN 16"o/c VERT. BRICK TIES MUST I (1) HTT22 TO ATR (TYP). TRUSSES FOR CLARITY.) BE FASTENED THRU SHTN'G TO CAST-IN-PLACE "J" BOLTS OR � HEIGHT-UMITED APPLICATIONS MAY USE, ROOF/FLOOR SH:ATHI� 1 (2) #2 SPF 2x4 0 EA. CORNER SINGLE TRUSS V.- WALL STUDS. 1/2"dia X 6" EMBEDMENT I.L.O. EACH HTT22, (1) PHD6 OR (2) - -_ I.L.O. 4x4 POST. (3) #2 SPF 2x4!S �ft EPDXIED ALL-THREAD RODS w/ FOOTING (SEE TYPICAL WALL SECTION) PHD2's. IF PHD2's ARE USED, MATCH I 0 CORNERS DIRECTLY BENEATH WALL SHEATHING PER TABLE - HTT16 ATR SPECS. IF OVER Ist FLOOR BEAM MEN Ox6 IS REVS., BRACING NOTES, 2"x2"x1/8" WASHERS 0 24"o c. BEAM, STRAP TO BEAM w/(3) CS16's 2X4 #2 SPF LEDGEF - 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER. U.N.O. 0 SEE SILL PL, SHEAR CONNECTOR HTTIO & 5/8"Ox5-�1/2" EMBED 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR 4N TION (3ply END POSTS REQUIRED). w/(4) .131 X 3" I,) EPDXIED ALL THREAD 0 EACH MONOLITHIC-STYLE FOUNDA SCHEDULE ON S-SHEET(S) EACH INTERSECTING (3) .1310" -,,,, QR ALTERNATIVE AS SHOWN ON G DETAILS. THE 1st USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILDERS FIRSTSOURCE - FLORIDA UESIGN V. - -_ SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. SWB - SPECIAL SHEARWALL DETAIL TRUSS MEMBER - NAILS 0 EACH - -1 STRUCTURAL PLAN. CENTER TO CLAIM A $100 GIFT CERTIFICATE. APPROVED FOUNDATION NOT TO SCALE USE WHEN BOTTOM -� I -TRUSS OR 'K 3. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS TYPES/STYLES. G H LEDGER TO ,�L ) DETAILS PRODUCED BY THE TRUSS ENGINEER. r, BEAM-S 4. ALL FASTENERS SHOWN ARE .1310" NAILS. ",* DIFFERENT HEIGHTS BLOCKING, TRAP PER N/STI LION 5. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE I CONTINUOUS LATERAL BRACE REQUIREMENT. ON OPPOSITE SIDES 1��_,I------ 11 _�7/16" A.P.A. OR TECO RATED 6. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. OF WALL- ' Od THING W/6'/12'o/c ad \,__�: ' �0 - 4 SIDES � TYPICAL ONE- & TWO-STORY WALL DETAIL . I r 11 'HE G NOT TO SCALE 2x4 #2 SPF BLOCKING a (4) .131x2i" TOENAILS 11 \ NAILIN PERMANENT ROOF & FLOOR LATERAL BRACING < 24" O/C. REDUCE 0 EACH BLOCKING I I NOTTO SCALE � 11W X FROM EDGE OF SPACING TO 16" a/c, 17OR TO TOP PLATE OF PT. UEAM ABOVE G li �F- I I I IN SW2 AND 12" a/c FOR EXTERIOR WALL - - I LOW-CARBON STEEL NUT FOR N'O ROOF SYSTEM - .. � Swi. - ** WHEN THE HORIZONTAL DISTANCE FROM THE 1, ATIR ABOVE ROUND "FENDER' CONNECTED TO WALL WASHER ABOVE 3"x3"x9/64' _�_� N . PER STRUCTURAL __F_ I _,; PEAK OF GABLE TO THE EAVE OR SEAT OF THE 24"o/c W/ 41. ROD TO " DETAILS. I I I EXTERIOR WALL TRUSS IS LESS THAN THE MINIMUM ON-CENTER (1) H5 CEACH OUTILOOKER TO TOP I 0. SLOTTED STEEL WASHER. SW (TYPE) I , SPACING INDICATED FOR THE "X"-BRACING, A CHORD OF GABLE TRUSS OR END I BE POSMONED SO THAT SQUA,RE__--� THICK (24/16 SPAN INDEX) APA- OR -[:::+: BUILT-UP OR BOXED COLUMN MAY K SINGLE "X"-BRACE AT THE PEAK MAY BE USED WALL TOP x WASHER CAN BE TOTALLY j f TECO-RATED WALL SHEATHING ATTACHED TO DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR (;x6. AND THE OTHER (OFF-PEAK) "X"-BRACES MAY a/c SUPPORTED BY TOP PL.. I—- F - OVERHANGS 16'1-> 24'. 0 16" 1 TORQUE NUT 30-35 (2) H5 @EACH OUTLOOKER TO TOP NAILS 0 Co/c T - FOO�T-P.OUNDS-AT TIME OF INSTALLATION 2x4 BLOCKING. R TABLE BELOW. EXTERIOR WALL.RUNS BETWEEN TWO PARALLEL TRUSSES. BE OMITTED AT THE CONTRACTOR'S DISCRETION. -�FA ADDITIONAL ROW OF ad I FRAMING MEMBERS & BLOCKING PE IL .. i 0. Z_ ABOVE WASHER TO I BLOCK ALL UNSUPPORTED PANEL E IN. I ' I / 0 DOUBLE NOT TO SCALE I FASTEN ALL ROO PL, - EXT. WALLS ONLY __ I TRUSS BLOCKING DETAIL F SHEATHI�G CHORD OF GABLE TRUSS OR END - (AFTER EPDXY CURES). I . 2ply MIN STUD END POST(PER G " . 11 ALL ROOF SHEATHING : V) V� -, 7> 1 _�-STRUCTURAL PL 907_!U_',� 1,I I I 2x4 BLOCKING AT ALL ROOF ( WMIN I'-Q" QE QARIF WAII *JALL TOP >. I/ 41-n' CIE rAgi F wAi I ,I � (STAGGER NAILS BETWEEN .. AN) 0 EACH END OF I SHEATHING PANEL EDG S w/ ad ALL SUPPORTS w I ROWS). =;F. _-, I @ � z ' / ad 1p� ,� SHEAR-WALL U.N.O.. SEE DETAIL D-ST � � � 4'-O" OF GAI 2x #2 SYP BLJ<N'G 8 _ry � "INDEX" SHEATHING 1/2" 1 1-_ . �_ - - � I �� I w/ .1 31 TWN r \ NAILS 0 4"o/ci ---a-- __j M FROM BOTTOM OF SHOE PLATE �� ,fOR ATTACHMENT OF P,9ST PLYS. I J��i X3. i - TO CREATE MIN. I' OVERLAP . -ATR MAXIMUM OUT-OF-PWMB 1- - _11- _P_ - � �� - 111 M - IV TOE-NAILS 0 Vo/c 10 TOLERANCE: Y4' PER FOOT OR 2" PER 1/2" WOOD-rie T i 1� (3) .131x3" TOE-NAILS TOP CHORD or TOP > ,P- ONTO DOUBLE PLATE 0 TOP WOOD*T'ie ROD 21y FLOOR LEVEL - WHICHEVER IS LESS. � �*�, - -- 5-1/2- MAX -ROD U.N.O. L i HEADER P�R.STRUCTURAL�, . 0 OUTLOOKEI �v IV - � - < 0. OF WALL. - I , -,�- . I BLOCKING-TC DROPPED (-3-V) TOP CHORD 2 4 BLOCKING AT ALL ROOF �_______ -r, I I KING-STUD ASSEMBLY #2 SYP DBL . PLAN OR'TROSS'L�YOUT OP CHO -1 - TICAL SHEATHING PANEL EDGES WITHR CONVENTIONAL OVERERAMING CONST WCTION NOTES - PER AT OPENINGS MAY SERVE TOP > . 2x "L' OR "T" BRACING ON VER 4'-O' OF GABLE WALL. I I I I .!, N WEBS AS SPECS BY TRUSS ENGINEER. 11 I . _,"., " . 2) #2 SYP V1 I i I � .. WOOD TIE RC . -\--", I., I X, 131 x3" TOE-NAILS 0 MIN. (1) ROW OF ad NAILS 0 F'+ /ST1 i AS END POSTS AT 1:�/ Cu/c TO TOP PL. - EXT. I - . SHEAR-WALL ENDS 1. I L��.T 0 BTM TO TO MIN. 2x4 #2 SPF 0 MAX. 24'o/c wl RAFTERS - USE 2x6 �� SYP/SPF RAFTERS @ 24" O/C ATTACHED TO RIDCE & VALLEY NAILER w/ (3) .131x3" TOENAILS. .1 I . [, I 1. 11� �I, " NAILS ' .13lx3" NAILS 0 O*o/c FROM BRACING OUTL*OOKER-TO-TRUSS TC VALLEY NAILER - USE-ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w/ (4) .131x3" NAILS. V) S ll� I----- '_� /1(3) .131x3" NAIL bi WALL EDGE NAILING PER i � ? I I INSTALL DBL 2x - (2)MSTA24 W/(9)10d / �Z_ T NAILS PER END TO WEB. ABSENT OF SPEC(S) ON Il 11 I rFF__ � - I --- � I � . I _� 11 HULU-UUVVN A] I i" w I AS SLY RAFTER CRIPPLES - 2x4 #2 SPF CRIPPLES 0 4' O/C (MAX HEIGHT = 6'-3"*). E/ST1 WHERE REQUIRED. I I 11 - I AUH BLOCKING IN � EACH END OF EACH �i,` - TRUSS ENG., REFER TO "EXT. WALL 2x#2 SYP DOUBLE TOP > SEM C) Uj - . ,;,�� OF ' 011_�- I I � ! ASSOCIATED TABLE. SPACE�,MATCH - � if 11 11 I INTERMEDIATE SHEAR SHEAR-WALL. PER FIRST TWO STUD BEAM TO POST. I,44211�yp *X" BRACING.'LOCA 0 PEAK & SPACE - SLOPE TO MATCH ROOF PITCH. RIDGE CRIPPLES - 2x4i�#2 SPF 0 2' O/C (MAX HEIGHT = 6'-3"*). 11 INTERMEDIATE FLOOR FASTENERS, PER DETAIL� ,_-----I I ---A 1� EQUALLY EACH WAY AS SHOWN BELOW. EXTEND "X' DRAWING, USING WEB LENGTH/HEIGHT 2x STUDS CONTINUOUS FROM FLOOR *IF Ix4 T-BRACE IS AITACHED TO CRIPPLE w/ .13lx3" NAILS 0 4" O/C (MAX HEIGHT = W-10"), I SYSTEM-APPUGABLE A/ST1 TABLE, TYP. .-a,'_� ... ADJACENT 'V, 0� LOW-CARBON STEEL 11 � 11 - 11 TO,MULTI-TORY i .I BEAM ABOVE BRACES INWARD MIN. 8' FROM CABLE WALL AND *IF 2x4 T-BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS @ 4" O/C (MAX HEIGHT = ll'-2"). 11 I COUPLER w/MIN. %' 5 i_'I ...........I .. FRAM1111 , PER . I . I.L.O. >HEIGHT. DOUBLE AND/OR SYSTEM TO UNDERSIDE OF DBL TOP > I - So WINGS ONLY. ...........LA uILY... ....... I SI E/ / I READ ENGAGEMENT ;� ---1 -41 .9ry ------11-1----1l_I - - I TH _ I j I TOP VIEW OF : A I - I FROM EACH WOOD*TI1e -* - I SPECIE3 FROM 11 NAILS FM EA SIDE OF"X" BRACING. MIN. (3) EVENLY MAINTAIN MAX a/c SPACIN STRUCTURAL PLAN. ' ORD. I I (OPTIONAL it I I __-_.A STUD ,; HEDULE. POSTIBEAM P,r#2 SYP 4x4,POST D .X. BRACES PER L E D. WEBS EXCEED SPACING SHOWN ON TOE-NAILS TO EACH T�Us I ROD. L -COLUMNS TALLER THAN 10* OR MAX. "X* BRACE 3 1 G:" 11 11 11 ATTACH CRIPPLES TO �AFTER OR RIDGE w/ (3) .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w/ (3) .131x3" TOENAILS. I I LOCAI AS REVD) 11 'I INTERMEDIATE SHEA FASTENERS, PER SILL A,--- 1/2" dia. T-1. THOSE SUPPORTING ENGINEERED I MISRbE-Top CHORD CABLE ROO G EERED ROOF TRUSSES 9R% RIDGE - USE MIN. 2x8)#2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). I � (2) MSTA30 W/(24) 10d � WOOD PRODUCT: USE PT#2 <142 PITCH - �'- *a c ', TRUSS NVENTIONAL RAFTERS/JOIST. = Cf) A307 THREADED STEEL RODS I U.N.O. I'A2 NAIL RIDGE ENDS TO CPMMON TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END w/ (3) .1310" TOENAILS. I<I- 1-1 -1 WOOD-rie RODS - Y2"dia. -SHEET(S). WOOD*Tie RSE NAILS NAILED TO PLATES SYP 6x6 POST. (U.N.O. ON (/J,r <3(2 PITCH - '- "a c 7/16- THICK (MIN.) APA- I (-ATR-) LOCATED AT TRDTN'L MTL CONNECTORS WOOD*Tle ANCHORING RODS AND BLOCKING ON INSIDE SF?UCTURAL PLAN) '___,___ TECO-RATED WALL SHEATHING. BRACE TOP CHORD,OF fRUSSES BELOW OVERFRAMING W/ PROPERLY ATTACHED APA OR TECO RATED AIL A/ST1. CORNERS. EACH SIDE OF EXTRA ROD REQ. FOR SHEAR-WALL HOLD DOWN IN CE OF LL N 7 W 1321231T,111��_ - MATCH NAIL SIZE/SPACING I I 0 ADDITION TO ANY RODS USED FOR UPLIFT. " - DESIGNATED FOR WALL BELOW � i -2 OPENINGS LARGER THAN 6% 1 x , 4 � � SEE TRUSS DETAIL 'VA�C0NVF11O3(IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. - "INDEX" SHEATHING 1/2- FROM EDIATE AND 6'o/c (EXT. WALLS) or 2x4 #2 SYP LATERAL BRACING CABLE. BLOCK ALL PANEL EDGES. � - . -- - Q_ BOTTOM OF SHOE PLATE FOR SILL PLATE 4'o/c (INT. WALLS) POST TO SLAB CONNECTION NTH wl(3) .131x2i" NAILS INTO EACH � BALLOON FRAMED MATCH EDGE NAILING MATCH EDGE NAILING MOISTURE PROTECTION AND TO - 1,1 THEREAFTER. SEE DETAIL HOLD-DOWNS - EACH END OF EACH SHEAR-WALL SEGME BEAM TRUSS BOTTOM CHORD. MATCH CONNECT END OF LATERAL BRACE TO BALLOON FRAMING MAY BE USED WITH PATTERN FOR =_--- 2x #2 SYP CONTINUOUS PATTERN FOR � 2x4#2 SYP "CATS"@ < X CREATE MIN. I' OVERLAP ONTO I F/STI FOR USE AT ENDS OF 8d COMMON NT ABOVE = fAI3U44 OR ABU66 W/(12) 16d SPACING & LOCATION OF EITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW(B F SPECIFIED SW (BEL 12"o/c ATTACHED TO SEE TABLE FOR TOP yl W OF &ATR OR (1) HTT16 & ATIR. EL ROM TOP > OF DOUBLE PLATE 0 TOP OF W SHEAR WALL SEGMENTS. NAIL SPACING ADJACENT'X" BRACING. FRAMING. IN EITHER APPLICATION, WALL AT SHEATHING AT SHEATHIN TOP TOP >'S W/(4) 12d OUTSIDE FACE OF SHEATHING1% APPROVED SHEAR-WALL lat-FLOOR SHEAR-WALLS 2nd-FLOOR SHEAR-WALLS POSIZEEAM (2) H2.5's, 1-15's OR EQ. SHEAR-WALL TO ADJACENT, Q:� W FASTENERS AND DESIGNATION =: FRAMING MUST BE CONTINUOUS FROM THE CHORD OF INDICATED I PARALLEL TRUSS. ADD .131 CHORD OF INDICATED COMMON NAILS & BE -FLUSH- W1 SLAB ED - SPACING. PANEL PANEL TRADITIONAL W(DOO-1-le TRADITIONAL WOOD4TIe � 2x STUDS CONTINUOUS FROM _e� T FLOOR BELOW TO TOP PLATES IMMEDIATELY TRUSS CONNECTION. x 3 NAILS FROM TRUSS BC TRUSS CONNECTION. ATTACH TO EACH � �:,I E GES FIELD HARDWARE - RODS RODS 11 11 I I I FLOOR SYSTEM TO BOTTOM CH _> LYw/ ADJACENT, AND CO NECTED TO, TO THE TO 2x AND FROM 2x TO ADJACENT TRUSS W1 LlI_ '_1 ..-�p . I I _�_ '' , . - OF CABLE TRUSS. SEE UNDERSIDE OF THE OUTLOOKERS ABOVE. IF A I- - � FASTEN STUD PLT'S - . . , , .13lx3' TOENAILS 0 6"D/C & EITHER (3) 10d COMMON __ SW WALL SEGMENTS >-15' LONG: WALL SEGMENTS > (2) CSltI'. ACROSS WALL SEGMENTS > . , , I, I .. STRUCTURALPLAN. MSTA12 STRAPS 0 48"o/c 0 CABLE TRUSS IS USED, IT MAY BE APPLIED TO NAILING PATTERN FOR TOE-NAILS. " F - `��_14 - ENCLOSED 6'o/c 12'O G NON REQ'D. WALL 15' LONG: NONE FLOOR SYSTEM TO 15' LONG: N TOGETHER PER DETAIL ,r\-,- I LTP4 I- = - ONE D-ST1. " I � , \�x�11\\/'x�\\1 � T - REO'D. WALL I> /,/ , AHE INSIDE OF THE WALL STUDS AND THE B.C. SPECIFIED SHEAR-WALL, 2x SIMPSON -AT- (ACRYLIC TIE) SEGMENTS <15' LONG: (1) REVD. WALL HEADER OR STUD ,//,�- PLATES 0 32*o/c. TT OR EXCEED - � Z 'D xxK0'<x'0/-", -,,�- ACHED TO EACH STUD NTH (3) .131 X 3' 1 �� "\y,\y,\>,�V1 . MUST MATCH 2-PART EPDXY, INSTALLED /j bi _j PARTIALLY HTT16 OR (1) PHD2 SEGMENTS < 15' COLUMN BELOW wl SEGMENTS < 15' ", � (, , _ THE T.C. TO THE TOP PLATES w/ . 3 X T OF SHEAR-WALL. � \��/,',/,�,--- ____� M 6 < MONOLITHIC-STYLE I st FLOOR 1, � ^ ANC � ,I-- �� D ENG. TRUSS ENG. TRUSS , ENG. TRUSS Q� _C: �j I FOUNDATION - "� 1 1 PER MANUFACTURER'S 6"O/C 5"O/C LONG: (1) Y2"dlu LONG: (1)Vdia 1� 1 4- BOTTOM CHORD OF GABLE,TRUSS MAY BE � I 11 - 0 4"o/a IN (2) STAGGERED ROWS. ** ONST I SHE R-WALL - CONSTRU INSTRUCTIONS. It 0 a: 3�: FOUNDATION SHOWN ENCLOSED WOOD-Tie ROD HOLD-DOWN AT BAbt WOOO*I1e ROD FLAT, SLOPED, OR COMBINATION THEREOF. IN 1� SHEAR-WALL - R CT A I � Uj FOR CLARITY, SEE " IF Ist OUTLOOKER IS PER SPECIFICATION. EITH' PER SPECIFICATION. EIM� in 4t 1\'\\"'\�,"'\\'\` FOOTING (SEE ALL INSTANCES: VERTICAL WALL FRAMING MUST ,32" FROM FASCIA OR BOTH SIDE(S) MAY B, OR BOTH SIDE(S) MAY BE M _3 SHEET ST2 FOR SW2 (1) HTT4 OR (1) PHD2 (1) )�*dio (2) CS161 ACROSS (1)Y2"dia I � '//,��X'/ FOUNDATION PLAN FOR BE CONTINUOUS FROM FLOOR BELOW TO TOP I < I 0- I,j 0 �_�' - APPROVED FOUNDATION ENCLOSED +"a/c 12"o/c I FLOOR SYSTEM TO WOOD*Tle ROD SIZE) �_��BOARD, DOUBLE 1st SHEATHED. OF 2x NEED NOT SHEATHED. I I PLATES IMMEDIATELY ADJACENT, AND OUTILOO USH NTH EDGE � r_Z_ V) TYPES/STYLES. CONNECTED TO, BOTTOM CHORD ABOVE. -- Lr_ U ,0 I �F�-0 COL. BELOW wl lst 1_7 I \_OF TOP >. E < M Z) � ;-: ARTIALLY +"o/c 8'o/c FLOOR HOLD-DOWN M THIS DETAIL PROVIDES AV ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERI IVE METHOD OF ATTACHING A I . NCLOSED AT BASE SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM 14A - D M 0 ----NV T5 OR (1) PHD6 (1) %"dia WOOD*Tie (1) Wdi CHANGE IN PLATE HEIGHT FRAMING DETAIL U.NO. AN ENGINEERED TRUSS. AND MAY BE USED I.L.O. FRAMING THE MIN. 2" EDGE I /3 Swi (1) HT (3) CS1131 ACROSS @ . E , AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE [-- ___jj I SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON ENCLOSED ROD (MATCH HTf22 FLOOR SYSTEM TO ROD NOT TO SCALE NOT TO SCALE SH AR-WALL CONTINUOUS TO THE UNDERSIDE F TH I SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL DISTANCE 1 16 3"O/c 12-O/a GE HOR ZONTAL I 0 ." TIONAL . S-SHEET(S) FOR SILL PL-TO-FOUNDATION EMBED./EDGE DIST.) HEA (MATCH HTT22 @ TYPICAL GABLE-END FRAMING DETAIL - U.N.O. SHEATHING. THIS DETAIQIS NOT APPLICABLE JN N SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL Li- 't 0 I ll ACHORAGE WHEN USING WOOD-Tie RODS. w/3"x3"xh" COL, BELOW wl ist EMBED./EDGE DIST.) NOT TO SCALE ROOF FRAMING IS USED.1 ROOF FRAMING IS USED. U ,V- bi PARTIALLY ROUND-HOLE WASHE .FLOOR HOLD-DOWN w/3'x,3"X)'4" 9 I ENCLOSED 3"o/c 8*0/c AT BASE ROUND-HOLE FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING V) ON CONSTRUCTING A GYPSUM CLN'G DETAILS FOR MAXIMUM a/c - OPTION #1 OPTION #2 , WOOD*Tie DETAILS & SPECIFICATIONS I I I � I I . I WASHER DIAPHRAGM, REFER TO REPORT ICC ESR SPACING OF BRACING. EXTEND HEADER TO KING STUDS INTERIOR SHEAR-WALLS YUNNING PARALLEL TO TRUSS ABOVE INTERIOR SHLAK-WALL�i RUNNING PARALLEL 10 TRUSS ABOVE D C) I 0 __WWWV11_N_ ) ad NAILS EACH END OF EACH STRAP. 1338 &ESR 1046 'GYPSUM BOARD -03 1, - - - ) �'S, NOT TO SCALE INTERIOR & EXTERIOR APPLICATIONS,". SEE H.I.B. '91 and BCSI 1 NOTES, A_LL UNDER-EAVES (SOFFIT) TO, FOR ADDITIONAL ENGINEERED rh V_ 0 _j G - 1) HARDIE-PANEL OR LP SMART SIDING 15 AN ALLOWA13LE ALTERNATIVE TO THE SPECIFIED 7/16* THICK APA OR TECO-RATED WALL BE EITHER VINYL SOFFIT WOOD TRUSS HANDLING, KING STUDS PER STRUCTURAL - I _, MATCH EDGE NAILING - - -- SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE,STRUCTURAL PLAN. MATERIAL, RATED & INSTALLED PLAN. EXTEND ONE KING TO TOP A _�l. . . . - -_o_. __. . . ;_ PATTERN FOR ROOF/FLOOR SHEATHING - 0 2) / V � INSTALLATION AND BRACING SPECIFIED SW 2x4 #2 SYP NAILER TO - OPENINGS AND/OR PENETRATIONS GREATER THAN 12*xl2' ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. FOR THE APPLICABLE DESIGN J___ OF HEADER, INSTALL REMAINING . . . . . . - � --- , I I �_ 0 = 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSED-TOP 3) TOP PL. SPLICES IN SW1 & SW2 DESIGNATED SHEAR-WALLS SHALL BE MIN. 48" LONG wl MIN. (24) EVENLY-SPACED Lod NAILS. / DETAI S I STRI'l - KING STUDS AS JACK STUDS AND l l . � HEADER PER STRUCTURAL PLAN. AT SHEATHIN TOP , 0 MIN. 7/16" THICK WALL WS, wl(2) .131x3" TOE-NAILS PER END. PRESSURES FOR THE SPECIFIC I ��,_ -.. . . CHORD OF INDICATED 16* W/10d COMMON 0 3"o/c. PROVIDE FULL-DEPTH / / / / / / I / / ,�1x4 SYP CONTINUOUS BRACING STRAP EACH JACK TO HEADER ON T: : : : . . . . l MAX WINDO 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24's (ONE EACH SIDE OF >) CENTERED ON APPLICATION, Q_R W THICK , ',�� 5, l . . . . . : TRUSS CONNECTION. BLOCKING BETWEEN JOIST/ �4 / / / / / , / / V) IN ,r- W SHEATHING OR STRUCTURAL HEADER, ADJACENT TO EACH SPLICE. � (MIN.) APA- OR TECO-RATED w/(2) 10d TO EACH TRUSS. UNSHEATHED SIDE w/(1) MSTA24 --1111 7/16- THICK (MIN.) (24/16 SHEET-SIDING wl(1) ROW OF 2- SPH4-6-8 CONNECTORS 5) SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR QR 1__�_._____1 PER PLY. I TOP PL - PER CALL SHEATHING wl 6*/6*D/C �, �_, DO Nor SPLICE - OVERLAP . I SPAN INDEX) APA- OR TR S ES ABOVE Ist STOR NAILS 0 3"o/c AT TOP OF AX @ TOP PL.-TO-HEADER @ SHEAR-WALLS WITH MINIMUM ATR EMBEDMENTS(INTO LINTEL OR nE-BEAM) INCREASED TO 12' FOR 1/2"dia AND 15" FOR 5/8'dia RODS. 11 JOINTS MIN. (2) TRUSSES. -Im -1�\ I I TECO-RATED WALL SHEAR-WALLS. ATTACH / / / / / , / / � 6d NAILING. BLOCK NLL , " t�/// I I SHEATHING TO BLOCKING SHTN'G (IN TO TOP >) AND AT I PL�N. ,�MAX. 32"o/c. 6) AT LOCATIONS WHERE AN INTERIOR WALL 15 DESIGNATED AS A SHEAR-WALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM UNSUPPORTED PANEL EDGES. 11__--� , I _. EXTEND BRACING TO END OR , f ENO. TRUSS I SHEATHING w/3'o/c ad / / / / / I -1 _1�� I I -_j � ,." �� I -1 16' MIN. FOR I STORY wl Bd NAILS 0 6'o/c AND BOTTOM OF SHTN'G (IN TO HDR .1, ABOVE. REFER TO DETAIL W/ST1 FOR OPTIONS.. fl�fl . I r" ._;�_ "�,QRACED WALLS &ATTACH. " NAILING. BLOCK ALL DESIGN RW - - . I 1 3 - ___rT, - 0.0 / T NO ADDITIONAL PL.-TO-HEADE . I FASTEN SHEATHING TO HEADER W1 I ad NAILS IN 3" GRID PATTERN AS '_ -111 . . CONNECTORS REQ'D wl TRUSS . " .131x3" TOE- OR F C��, , �� . . COMMON 0 3"o 4-0/C IN (2) STAGGERD DRAFT MEB UPLIFTS <1,000f FOR HIGHER TYPICAL SHEAR-WALL ASSEMBLY DETAIL SHOWN & 3"o/c INTO ALL FRAMING /c. SHEAR-WALL - CONSTR I*CT ROWS. - U --__� END-NAILS 0 KING-STUD �! 7'0"o/c 5d COOLER c- MEMEBERS (STUDS, BLOCKING, AND R SPECIFICATION. PLIFTS USE CONNECTIONS AS ____tj TO HEADER. 2x6 HDR. ST1 NOT TO SCALE "I F CONTINUOUS BRACING 15 FASTEN TOP F ., 77 z SILLS) (TYP). :1 -- IF THE INDICATED ATTACH SHEATHING SHEATHING BE ON OPPOSITE DOUBLE TOP >OF SPECIFIED ON STRUCTURAL PLAN. - - /1� NAILS OR #6, 1-Y4* -L 'LATE TO I ,_ - P - 1_�,`_____ '\ � USE (6) NAILS, 2xB & \ DRYWALL SCREWS. APPLIED TO THE BOTTOM OF THE HEADER W/(2) RO TO / I __Z x � , I \ � \ , 11- .: C ll I EMBEDDED STRAPS ARE TO TOP >'S W/ad - SIDE OF WALL OF BOTTOM WALL CHECKED EAW - I N, 2XIO HORS. USE (9) - BOTTOM CHORD (AND, OF lad NAILS 0 3"o/c I I I -1 NOT PROPERLY - OR ---/ , � ONLY \\ ,� _TRUSS BOTTOM CHORDS MA 1:1 l .13lx3" TOE I '��INDDW[HEAD - APPLICABLE NAILS, 2xl2 & ENG. Y BY SUBSEQUENTLY, THE GYPSUM CLN'G (TYP). INTERMEDIATE (NON-CORNER) [. I CAST-IN-PLACE AT COMMON 0 3*o/c. CHORD NAILER. END-NAILS 0 KING-STUD MEN WINDOW DOESN'T ATTACH (1) WOOD*Tie ROD ADJACENT TO BRACED BY EITHER METHOD - I--'::I I 'I TO HEADER. 2x6 HDR. USE DIRECTLY TO HEADER. SEE TABLE FOR \ WOOD HDRS. USE (12) STUD POST IF PORCH BEAM Is . THE CONTINUOUS 1x4 BRACING IS ATTACHEU TO THE BRACING PORTAL FRAME DETAIL MAT I* l,I FOUNDATION POUR. SCALE N.T.S. \ NAILS_ I RATHER THAN DIRECTLY TO THE -1 � TYPICAL. SEE STRUCTURAL H - THEY MAY BE THIS DETAIL PROVIDES N ALTERNATIVE METHOD OF ATTACHING A TRUSS-TO-> NNECTMR�: (6) NAILS, 2x8 & 2x1O SIZE & CONNECTION(S). CONVENTIONAL LUMBER (2x8. 2xIO. JACK STUDS PER . �, FOR ADDITIONAL INFORMATIO rl-I .1 REPLACED NTH HTT22's SHEAR-WALL TO A HOBIZONTAL(ROOF OR FLOOR) DIAPHRAGM VIA SEE TRUSS SCI, I � � TOP PLATE MAY BE NOTCHED TO (SHOWN AT RIGHT) OR THE RIGID MAX U: , .1 C - -------:::S2 �__ _i��=_ 2x12, ETC). (1) WOOD-TIE ROD . IA 11 11 01 TRUSS) THE MAXIMUM a/c SPACING M 1, - - 10E - 1, I �71- I BE LET IN TO - STRUCTURAL PLAN. ---< CONNECTORS, ETC. , T-. P .. AN ENGINEERED TRUSS; AND MAY BE USED I,L.O. FRAMING THE TYPE (DTL A/S - HDRS. USE (9) NAILS, 2x12 - -_-__ , I Y_ CEILING DIAPHRAGM (SHOWN AT _N_OF THE BRACING IS 24". _Z H.EGHT = - . � SHEAR-WALL CONITINIJQUS TO THE UNDERSIDE OF THE HORIZONTAL DATE 3.12.2012 & ENG. WOOD HDRS. USE 7�_ --(1) MSTA-SERIES STRAP ADJACENT TO EACH SIDE OF POS , :#� -r��1- SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL _i= T IF - WALL PROVIDED THAT(1) 2x4 #2 SPF LEFT). IO'_1 � i F----�:i:I- @ EACH JACK-STUD TO PORCH BEAM IS ENGINEERE 1. 1. r, .1. �l' A � 11 11 (12) NAILS.. / __k<�__ - HEADER. 2x6 HDR. USE D LUMBER 1� POST IS ADDED TO EACH SIDE OF UNSHEATHED SIDE w/ 1/8 __ - , FOR A PANEL SPLICE (if needed), ll 4* EMBEDDED STRAPS JOB NO. JOB / INTERMEDIATE WINDOW HEAD - (LSL, LVL, PSL, ETC.) 1, 1, ORT TOP >. IN GYPSUM QLN'G DIAPHRAGM METHOD RACINQ METHOD (1) MSTA24 PER PLY. -�,_PANEL EDGES SHALL BE BLOCKED, ll 11 MUST BE INSTALLED w/ ROOF FRAMING IS USED, FRAMING PER PLAN - APPLICABLE wl DETACHE 12" STRAPS, 2xB & 2x1O .� ADDITION, (1) WOOD-Tie ROD SHOULD �� .. 'ill ADDITIONAL PC. OF #4 1 1, 1, & OCCUR WITHIN 24" OF 11 WOODL-Tie ANCHORING RODS, PER-/ rRANSOM(S) ONLY. SEE E__,/ HDRS. USE 18" STRAPS, 14 BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN T MID-HEIGHT OF WALL- .1 REBAR PER SIMPSON OPTION" W.FT. NA DETAI B/ST1, EACH SIDE OF 2x12 & ENG. WOOD HORS. I �, � 7/16- THICK (MIN.) (24/16 SPAN I OPTION #3 r NI(S). PORCH BEAM AND (1) MSTA24 SHOULD USED WITH "PARTIALLY ENCLOSED" BUILDING TYPES) .1.1 .1. INSTRUCTIONS. . INTERIOR OR EXTERIOR SHEAR�WALLS RUNNING EACH OPENING, WITHIN 2- OF _ USE 24' STRAPS. ., BE ATTACHED TO (1) SIDE OF EACH INDEX) APA- OR TECO-RATED �11 I ��_-1 I INTERIOR SHEAR-WALI RUNNING PARALLEL TO TRUSS ABOVE PERPENDICULAR TO TRUSSES ABOVE W/HEEL OR CZD JACK-/KING-STUD ASSEMBLY. �_ - �--_� W � TOP >CENTERED ON THE JOINT. --,*-N WALL SHEATHING. BLOCK ALL 16" MIN. FOR 1 STORY 1111 IT C__j Project,Engineer: '--JACK- & KING-STUD(S) (1) SPH4-6-8 CONNECTOR - UNSUPPORTED PANEL EDGES w/ 24" MIN. FOR 2 STORY I VERTICAL WEB 6' TO V-13'. 1 - - .- . - 0 SINGLE JACK-STUD TO � TYPICAL BOTTOM CHORD BRACING & SOFFITS DETAILS 2x BLOCKING. HORI ONTAL .11 IJ 111 STHD14RJ SHOWN I 11, . PER CALLOUT ON � -_�,__ I NOT TO SCALE � � I ";1 IN PROPER co STRUCTURAL PLAN Y BE NO I EXT. : W/7" MIN. EMBEDMENT& '.1 I APPLICATION NTH @ DOUBLE JACK-STUDS TO AROUND TOP P - FINISH. 1'�I Eflizabeth A. Woodward, PE FOUNDATION. USE (1) - 2) STHD14 DED � .1 CURB WALL - FLOOR , I WINDOW SILL- SEE 'TABLE FO ( - EMBE 2"x2N3/16" WASHER (TYP). - I -_V HOE PL. USE (1) LTT2OEI A 1i QP51 APPLICATION REQ'D wl STUCCO 1/2" dia. ANCHOR BOLTS THE TOTAL DE' OF THE � If I - STRAPS 14!* INTO � , 1. , I I SIZE & CONNECTION(S) HTT16 0 TRIPLE (OR MORE) - � 3ply 2x( ) #2 SYP I..:I PLACE 2x4 RIBBON BOARD � SHEATHING INTERMEDIATE SHEAR-, / BEAM IS > 9-lT/H4' UNLESS - ' I 'EMBEDMENT LINE" : I r"rofess;onal Engineer , UCTURAL . FASTENERS, PER SILL PIL -;�� JACK-STUDS TO .1 FOUNDATION. USE PT SILL >. - I CURB WINDOW(S) AND FOUNDATION. NOTED ON THE SIR STHD14U WHEN L ____'��, ' I I 1, !�. AT BASE OF 'I-, - y_______ OCATED . .=-.A SHEATHING SHEAR C LE -V/- SHEET. i�, qL Licen's' e No.,61947 OOR(S) ..r ----F � AT A CURB WALL (DTL - . WALL AT FLOOR I - � T------1-1 ...M . TRUSS TOP CHORD ON S-SHEET(S). + ATTACHED TO / ., I` I I I F,1i �\ x < I I I ;; APPROPRIATE 11 . " I INTERMEDIATE 2/ST2) AND BEGIN L E L L I \�I USS HEEL/END VERTICAL - 11 : ,_ANCHOR BOLTS PER I NAIL POST TO PORCH J, - TRUSS BEARING 'EMBEDMEN-r' AT BASE OF I 111�, � I OFTRUSS I 11 FRAMING MEMBERS if I ,_,�+ - ,� � I l- I .1 1[ 1". IN ACCORDANCE I . .. . 4 DETAIL A/ST1, TYP. I HEADER W/(1) ROW OF r � CURB WALL . \�`I A ' 11 f 11 ____ , r REQ'D PLACEMENT �___j -d I PPLICABLE � . .13lx3' NAILS 0 2" O/C. ROOF SYSTEM _--�,,---1 21, ___,_OF OPTIONAL (I.L.O. FOUNADTION PER STRUCTURAL PLAN. WALL FRAMING Z_ 10d 0 6"o/c FROM CONT. )SEVELT BLVD. �;�UFACTURER' L r, 'Z_� � mf�_ -I STHD14's) HTT22's I 2x4 TO 2x4 BLOCKING INSTRUCTIONS ,S� � 0 � ,_ACKSONVILLE, FL 32244 DIRECTIONS. I I r - I � � � . � 17-1 - ,__1��_�_- PORTAL FRAME DETAIL (904)680-6279 1 i i \_2x #2 SYP TOP > t - �_------ -d WOOD*Tie ANCHORING RODS TRADITIONAL ME i (2) ROWS OF.1 31 x NOT TO SCALE I LOCKING BTWNI TRUSS a PORCH BEAM, SEE j G ROOF/ OR SHEATHING ---_ . 1= � STRUCTURAL SHEE F i PLAN MEW OF CORNER 3* NAILS 0 6"o/c 7 SHEET I EXTERIOR WALL-OPENING HEALER OR SILL 130 MPH,EXPVJJRE B. MINIMUM SIZE. i SEE STRUCTURAL PLAN. %- THICK (MIN.) APA- OR .DETAIL TRISS TOP CHORD - I MAXIMUM 1PATI/OPENING FOR T I FOR STUD SIZE/SPACING TECO-RATED SHEATHING wl ��[ V I x N KIEMB GIVEN WALL HEIGHT CONNECTION REQUIRED REQUIREMENTS. 6"/Co/c Bd NAILING. BLOCK i�� >< ;2:Q HEEL OR END . 1. � . - ..1 . I . . .1 .,I . � . CONTINUOUS 2x4 SPF #2 W/ . REO'ER AT ENDS k EL EDGES _�i_-N__K_- VFRfCAL OF TRUSS �_ , - / 1. / / , / N / / a J I I' I 11' 1 12* / 10. 2.S-F 8' 9' I DER w/ 2x BLOCKING. 2x CHIMNEY FRAMING I ---- -- - ----- �_ (3) .13lx3" NAILS TO EAC / /./ �� TRUSS VERTICAL& 0 6"o ' " - ';,, ,_3"1 5'-O" 4'-I O" 4-0-131 X 3'TGE MAILS PAN / kxx / / " STUD POST- NUMBER OF PLYS TO MEMBERS - SEE STUD ---- MIN. 7/16- THIQ,K (24/16 S . / - - 1-7XL_L I I 5-7 �� I _---- MATCH HEADER. STUD POST SIZE 2x SYP BLOCKING w/.13lx3" I - TABLE 7OR SIZE, SPECIES _-) I I IN EX) APA OR T�CO-RATED AL / / 1-1310" NAILS TO , 2-2k, "._,_ � IT ��-6�-,O- l-O'31 / 3' TOE MAILS i AND GRADE TO MATCH WALL STUDS NAILS 0 6"o/c, TO TOP OF TOP SHEATH CHIMNEY wl 5/16" &MAX. a/c SPACING - / =, / , INTERMEDIATE BLOCKING.0A STI i 1 59 F SHEATHING ATTACfIED TO FIR MIN / I UNLESS NOTED OTHERWISE ON >ASSEMBLY & TO TOP OF ARDIE wl 6*/6" ad OR � (1) MSTA18 STRAP W/(7) 1 - -8- '-2- 1 '-9-1 7'-5' -I' *TOE uAiLS H _ - USE OVERALL CHIMNEY MEMBERS &BLOCKING 0 I./ I " I_9x6 8T- 8 7* f-�_131 ,,_2i I STRUCTURAL PLAN. CONNECT PLYS V I---- ! 7/16- APA RATED PLYWOOD HEIGHT FOR >HEIGHT. -'- / ,�/ 2-2X6 12'-4' IV-3"I 11'-O"1 10'-6" 10'-i� 9-A35*S 4/8dXI 2'NAILI i ----PER DETAIL D/ST1. EXTERIOR WALL 2-ply 2x's AT CORNERS. ;�--m-- I RTED1 PANEL EDGES ", " . -TED IF(1) . a I --- J w/6"-12' a/c. Bd _x_:a NAILING PER (�ALL TABLE ON / / 2x4 MAYBE OMIT EXTERIOR'WALL L 131)MEN,EXPOSU��C. - EXTERIOR WALL-OPENING HEALER CR SILI 130 MPH,EXPOSURE D_� Iq i IF THE HOUSE IS TIED DOWN USING DETAIL F/ST1 T CALL OUT ON .1 . I . 1. . . " . / . /' / / MSTA18 IS USED FROM ___ o f -OPENING HEADER OR SIL __ STRUCTUIAL PLAN. -- - __�, I CONVENTIONAL STRAPPING, REFER TO THE (1) MT312 OR (1) MSTA18 ME-AEA -"I TRUSS) MEIAB R MAX;MIJM SPAN/OPENING FOR MEMBER G�FH WALL HE114AI CONNFIKA4 REWRED ____._ - - STRAP FOR A SQUARE REO'E Al ENDS REUT) MAMMUM SPAN/0PENING FOR AT F , 5HRUCTURAL SHEET AND DETAIL N/ST1 FOR 2x4 #2 SYP BLOCKING BETWEEN "�� 10.2.GPF a- 9,GWEN WALL HFIG14T CCNNE:CT,1fjN REQUIRED No-2.SPF _ _NDS I j -1, TON DETAILS. TRUSSES BELOW CHIMNEY WALLS CHIMNEY& (2) HTS20'S OR TRUSS7,TO->CONNECTOR: I DOUBLE TOP >OF WALL --.,-,-------_________ 8' I 9' I 10' 1 11' 12' - I—, wl (4) .13lx3" TOE/END NAILS (2) MSTA24-S FOR A SEE TRUSS SCHEDULE FOR 7 �____ - ,_;�� IN LIEU OF WOOD PANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR RECTANGLE CHIMNEY 0 EA 5'-O" 4'-a" 4*-I.1 S-9.1 3-5.. 4-0-131 3'-B' S-4- 1 3._O� R PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FEIC PRODUCT APPROVAL DOCUMENTAI]ON. I TYPE (IDTL A/STI) 1-2X4 X 3"TOE NAILS 2-9' 4-0.131 X 3'TOE NA15 BETTE AT EACH END OF BLOCKING TO F � 11 - . , . - CORNER OF CHIMNEY TO I 1-2X4 7*-i' W-a" 6 6-0.131 X 3�TOE NAILS -1 5!-6' 5-0 1 4-r 4'-Z' 6-0.131 X 3*TOE NAILS `----4,,-,� ------- � ------- ___ ATCORNERS OF RECTANGULAR RAFTER/TRUSS TOP CHORD STUDS / SHEAR WALL _// �r I - I_2X6 _oA31 X.3�TOE NAILS 1 -2' 5'-6" -�5-�-6' 4*-2' u-ai3i x 3'rcr:uAits 1"��1� CHIMNEYS, USE 2x8 (I.L.O. 2x4) - 1 OPTION #5 1 *- NSTALL WALL SHEATFL14G PANELS __ - '_1 k::f - OR 2x4 BLOCKING BELOW. FRAMING SEE STPUCTURAL PLAN. INTERIOR OR EXTERIOR SHEAR�WALLS RUNNING NTH LONG AXIS (B' LENGTH) " ' " - 8,-6, ___t___5 '_NAIU , wl(8) NAILS/FND (I.L.O. (4) PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24'o/c TRUSS 10'-l" T-13" 8-5"1 7-9"1 7'-I�P-A35'S-4/13,1XI 2'"NAILS 7'-7' 7-1. I�-2� -e F-A31'-W/31.1_- A ,"",_��__, , i I'* �- I � �� w - , ' Fi TA W/PLY CU A' USS/ DD'T'ON To SCHEDULE L U S ' PS E FN 0 R G S I N 0 BLE ... TR 3 ,� N I S E C VE - AM N N ' 'I C R I G E To A� lie= "::11r ___\"l F_ _ MI To" I 1 lei I \\NT /I �� / I I , \-\ ' - .1 - , I v's, I IRACAG REQUIREMENTS- I f �R I 4T \\ - > � 'AIN) I ' AYOUT OR E ) -Y ee ENGINEERI, . �,ZE , " E ] OR,E'TA" __ . . W j \ ) C (2) 2x( ) #2 SYP I _�/ TOGETHER w/ (2) F IT , 1 2-a/.. STAGGERED r M � ) .1 1 X " IN- 12 3 3 N 5 ,W, M PH4 , ' AX � - NOT EQ,D WHEN , O'l C 0 _ AN H N, R DS P -RED I ) \�6 FR I � � __ ""\, I , "" , I , // 11 I I I 11 "I I F"', I'll/�,"', , . V'L' Ig - ___ ____ �= 1�1 -1 � , 1, � I I'M < 1)2.( ) HEAD �, S >ILL �I A - - //-(A F _ , ,., " `�' -;;f � -1 'I 1"� r W ��__ - 1-1, I��I � ,--��, ilwffil," �, -1 - 7 ,L--,-r,,, � ,V�,� � I =.- _,il _'�M I 10'-______ � I NAILS). -W N END-VERTICALS -OR- BLOCK W 2x __ __ FRAMING TO PROVIDE MAf 16-o/c - TRUSS TOP CHORD OR RAF-TER--_______1 SIDE VIEW CHIMNEY FRAMING DETAIL SHEAR-WALL BRACING DETAILS SUPPORTS FOR SHEATHING- ____________--- TYPICAL OPENING FRAMING DETAIL - U.N.0. I WALL DETAIL ATHING DETAIL (TYP) NOT TO SCALE NOTTO SCALE ____ [---. 9 NOT TO SCALE I G NOT TO SCALE ___ ____._______I I___ G NOT TO SCAIF -- 1,,._1----"'--__,_.._......� G .-.,I @ I----.-----_a I - -----,- -___-,-_ _____- ____- __ __ - I -_-,- - �- ___1__-__11 - - --- I I I , _______ �__ -___ ___ -- - , - --- , - � � � - I -_1-� I-I . I �, -1-1-1 I - - ,- ,---,. , - __ , - __ ,"�__-- . - . - �- ____ , , - I I �, - -1 � .1 -1 -1- I �- - -,.--.--___-____ , _ I - _____ .--, - I -1 _________ SEE ST1 FOR VERTICAL WALL CONNECIION. THIS DOCUMENT, ALONG WITH #5 HORIZONTAL. ASSOCIATED DOCUMENTS, IS AN 4 CONIC SLAB W1 6X6X1O/1O WWF INSTRUMENT OF ENGINEER'S OVER 6 MIL VAPOR BARRIER OVER SERVICE FOR THE EXCLUSIVE USE SEE ST1 FOR VERTICAL WALL CONNECTION. �CLEAN, WELL COMPACTED, TREATED FILL (TYP. VERTICAL REINFORCEMENT): AT THE PROJECT TITLED HEREIN. MAY BE USED #5 DOWELS @ CORNERS & 24"o/c #5 HORIZONTAL. 4" CONIC SLAB W/ 6X6X1O/1O WWF -------------- THEREAFTER - BEND 5 HORIZ. 6" FROM END OVER 6 MIL VAPOR BARRIER OVER AE BRICK LEDGE # ALL DOWELS @ TOP & BOTTOM, 48" MIN. OF VERTICALS. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS DOCUMENT, AND/OR ASSOCIATED CLEAN, W�Ll COMPACTED, TREATED FI LL SLOP GRADE DOCUMENTS, MAY NOT BE USED X, - >- -11 - (1) #4 REBAR CONT. @ HEADER COURSE EMBED MINIMUM 6" INTO FOOTING S CORNERS & INDICATED o/c SPACING #5 HORIZ. 6" FOR OTHER WORK(S) OR < ---------- I - THEREAFTER - BEND ALL DOWELS @ TOP & 72" FROM END OF PROJECT(S) WITHOUT THE SLD,PE > DIMENSIONS ARE of Lr—�,1 /48" INTO SLAB (GROUT ALL CELL GR 0E IMIN. DISTANCES 0 C�l I I 1� ; 1-11 SOLID) BOTTOM, EMBED�MINIMUM 6" INTO FOOTING MIN. VERTICALS. 1-- 1 ST DIMENSIONS Al:�R-Ej 72" INTO SLAB (GROUT ALL CELLS SOLID) RESS WRITTEN PERMISSION OF c,L 4' EXP S #5 VERTICALS �A THE PROJECT ENGINEER IDENTIFIED U) Z 'U"y MIN. DISTANCES r CLEAN COMPACTED 2 STORY III ....... 24" O/C CO SAND FILL rt- #5 VFRTI�AIS (D c)/(- SPACING REV DESCRIPTION EMBEDDED STRAPS 4. (TYP. HORIZONTAL TO 12 COURSES: 24"o/c W/O BRICK MUST BE INSTALLED w/ (TYP. VERTICAL REINFORCEMENT): #4 DOWELS 0 REINFORCEMENT): (2) -1/2 COURSES: 16"o/c 1 - CLEAN FILL AND COMPACT 12 < 13 SLOPE OF ADDITIONAL PIECE OF #4 CORNER LIF 13-1/2 �,15 COURSES: 8"o/c GRADE :9 REBAR PER SIMPSON DOWELS @ TOP & BOTTOM, EMBED MINIMUM 6" WIRES SPACED @ 16" O/C. 2 - (TYP.) 3 W BRICK INSTRUCTIONS. S & 48"o/c THEREAFTER - DEND ALL Wl.7(MW11) LONGITUDINAL INTO FOOTING /12" INTO SLAB (GROUT ALL PROVIDE HORIZONTAL 8" CMUj FILL ALL CELLS SOLID. ELLS SOLID) > 3 - 1 STORY FOOTING SIZE MAX. STEMWALL HEIGHT: (5) 1 STORY FOOTING SIZE REINFORCEMENT WITHIN 16" w/ 3,000psi GROUT. W/O BRICK 12- WIDE W/ (2)#4 OR (2)#5 CONT. 8 COURSES. FOR WALLS > OF TOP AND BOTTOM OF ADD CLEAN FILL AND COMPACT 20 WIDE (INCLUDING LEDGE) W1 (2)#5 OR (3) #4 WIO BRICK 16"xlO" W/ (2)#5 CONT. OR (2) #4 11 12" TS. W/ BRICK (5) 8" COURSES HIGH USE W/ BRICK 20%10" W/ (2)#5 CON'r. OR (3) #1 MASONRY STEM WALL. 2 STORY D:--TAIL 1A/ST2 OR 1B/ST2 2 STOR LAP ALL REINFORCEMENT MINIMUM 40 WIQ BRICK 16" WIDE W1 (2)#5 CONT. OR (3) #4 DJAMETERS AT ALL JOINTS. 'I'he W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ (3)#5 OR (4) #4 D--PENDING ON WALL HEIGHT. WIO BRICK 20"xlO" W/ (2)#5 CON f. OR (3) /P 8" CMU; GROUT ALL CELLS > —#5 HORIZ. NEAR MID-HEIGHT. - W/ BRICK 24"x10" W/ (3)#5 CONT. OR (4) #1 SOLID. MAX. (10) COURSES. i 4= 4" A TYPICAL FOUNDATION DETAIL TYPICAL FOUNDATION DETAIL (TYP. HORI�ONTAL k-ASTILL0 ADD CLEAN FILL AND COMPACT 11 #5 HORIIZ.1 @ EACH NOT TO SCALE NOT TO SCALE r REINFORCEYENT): (2) -4th COURSE H G IN 12" (MAX.) LIFTS. Wl.7(MW11)1 LONGITUDINAL 10� Group 4' WIRES SPA�ED @ 16" O/C. 11 AFI.H&�-P..d D FOOTING SEE DETAIL BELOW PROVIDE HYRIZONTAL EMBEDDED SEE ST1 FOR VERTICAL WALL CONNECTION. TffFF REINFORCEYENT WITHIN 16" OF Designers STRAPS MUST BE TOP AND QOTTOM 0 ngineers INSTALLED w/ 5 1/ 5 1/2" WIDE CONC. SILL TOP AT MAIN MAX. 2 COURSES MASONRY STEM WALL. 12"d. X 24"w. 2,500ps! GONG. FOOTING w/ (3) #5 REBAR EXCEPT: ADDITIONAL PIECE SEE ST1 FOR VERTICAL I 655o Roosevelt Blvd. OF #4 REBAR PER WALL CONNECTION. I R I I- Jacksonville,FL32244 SLAB LEVEL. TOP-TO-CARAGE FLOOR ABOVE SLAB LEVEL. -STORY WITH BRICK, USE 12"d -6 SIMPSON VARIES; MAX 7 1/2" (HEIGHTS EXCEEDING (904)772 -0 F-(1)#4 CONT. IN SOLID GROUTED 0"w. wl (4) #5. Fl,CoA No.29m5 INSTRUCTIONS. WIDTH BY MORE THAN 2" REQ ADDITIONAL U-BLOCK COURSE ANALYSIS) F TYPICAL SLAB 4" CONC SLAB W/ 6x6x1O/1O WWF C5 CLEAN, TYP. VERT. OVER 6 MIL VAPOR BARRIER OVER r - MI I I I Z C:j LL COMPACTED, TREATED FILL T U5 Uj REINF. 1 STORY FOOTING SIZE C) M SLOPE W/O BRICK 16'xlO" W/ (2)#4 CONT. LU M Q z Lj V) GRADE W/ BRICK 20%10" W1 (3)#4 OR (2)#5 CONT. YPICAL FOOTING SEE I/ST2 FOR 2 STORY 7:2< 5' F- CLEAN COMPACTED E/REINFORCEMENT W/O BRICK 20::xllO:: W/ 3)#4 OR (2)#5 CONT. U) SAND FILL A I I R�fl I I I W/ BRICK 24 x 0 W/ 4)#4 OR (3)#5 CONT. V) co TYPICAL FOUNDATION 10<15 COURSES STEM WALL FOUNDATION 0 FOR STEM WALLS WITH 10<15 COURSES & GW, GP, SW or SP SOILS to 30# PSF LATERAL LOAD IMENSIONS ARE MINH 11 6<10 COURSES STEM WALL FOUNDATION DISTANCES 1111mil @ FOR STEM WALLS WITH 6<10 COURSES FOUNDATION AT GARAGE FOUNDATION AT GARAGE NOT TO SCALE 0 NOT TO SCALE 4" CONIC SLAB W/ 6X6X1O/10 WWF OVERLAP SLAB RECESS SLAB 3/4" FOR SLOPE 3/4" X 12" OVER 6 MIL VAPOR BARRIER OVER 1 1/2" THRESHOLD EXP. JOINT IAT GARAGE DOOR V' GONG SLAB W1 6X6X1O/1O WWF CLEAN, WELL COMPACTED, TERMITE 1 1/2" DEPTH = STUD + 1 1/4" (FROM OVER 6 MIL VAPOR BARRIER OVER TREATED FILL OUTSIDE FACE OF BLOCK) CLEAN, WELL COMPACTED, TERMITE RECESS SLAB 3/4" FOR SGD 4" GONG S;LAB W/ 6X6X10/1O WWF TREATED FILL 4" GONG SLAB W/ 6X6X1O/1O WWF OVER 6 MIL VAPOR BARRIER OVER OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATEY FILL CLEAN, WELL COMPACTED, TREATED FILL TYP. SLAD SAW CUT IN 15'xl5' GRID, ---77 1" DEEP WHILE CONCRETE ---------- Tr==d I I PHI I I I IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) AL FOOTING SEE I/ST2 FOR 6 MIL VAPOR BARRIER �1 I I F Ic SIZE/REINFORCEMENT CLEAN COMPACTED MII OR SAND FILL - 1 1 FA I I IM I I I I I I Ed I I I 111, 1 IM I I IM I I --A I I I- 11 111 11-il CONT (2)#4 CONT. EEH a E1111— IIE� E111 12 16" TYPICAL FOUNDATION PI I I I 111=11VIIII �I I J 1 STORY)' 20" mi I—ii I I I I SLOPED TURNED DOWN EDGE '(2 STORY)' NOT TO SCALE CONTROL JOINT-FOR CRACK CONTROL INTERIOR LOAD BEARING FOUNDATION AT S.G.D. FOUNDATION AT S.G.D. NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE HOLD HDR. BLK. 4" CONC SLAB W/ 6X6X10/10 WWF TO OUTSIDE OVER 6 MIL VAPOR BARRIER OVER 1 1/2" CLEAN, WELL COMPACTED, TREATED F LL 4 CONIC SLAB W/ 6X6X1O/1O WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL TYP. SLAB 7 7 7-7 1 1/2" 4" CONC SLAB W/ 6X6X1O/1O WWF VARIES L]OVER 6 MIL VAPOR BARRIER OVER ------- - -- CLEAN, W�LL COMPACTED, TREATED FILL 6 MIL VAPOR BARRIER ------ .$., D EEIIIFE11 IE�1111-= M11-M 11� -TT---1 I I I EEI 11 IE�E 5' EEI 1HE )#4 C ON I VA I I 1 0 TYPICAL FOOTING - SEE 1/ST2 ImIli I kl I I Edlikd IlEd I IM I I b (2) C NT. LL- T EINFORCEMENT SIZE R 16" 1111 IIIWI IP IP1111� 1EEIIIIEE I JIM111 I I PEI I I I� H-]I I I TYPICAL FOUNDATION I SIORY) =1111MI 20" < m �2 STOR" , 7 TURNED DOWN EDGE LOAD BEARING STEP DOWN D M FOUNDATION AT DOOR SILL FOUNDATION AT DOOR SILL �T2 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE LJL- 0 HEADER BLOCK OR V) FORMED & CAST @ STEP D 0 0 4" CONIC SLAB W/ 6X6X10/1O WWF DOWN (1)#5 x 2'-0" OV11R OVER 6 MIL VAPOR BARRIER OVER T— CLEAN, WELL COMPACTED, TERMITE 0 8"x8" CHASE IN VARIES ------ TREATED FILL CONC. BLOCK STEM WALL. LLJ SLOPE ---------- TYP. SLAB VARIES GROUT SOLID GRADE GROUT SOLID DESIGN AROUND PIPE DRAFT MEB SEE 1/ST2 SAND FILL PICAL FOOTING CLEAN COMPACTED AROUND PIPE I— I V i FOR SIZE/ —1HICKNESS1 8" MIN. DEEPEN SEE 1/ST2 REINFORCEMENT CHECKED E \- TYPICAL FOUNDATION I TPICAL FOOTING FOOTING @ CHASE FOR SIZE/REINFORCEMENT LOCATION AS REQ'D TO SCALE N.T.S. -� PROVIDE PROPER FOOTING DEPTH. NON-LOAD BEARING STEP DOWN DATE 3.11.2012 NOT TO SCALE JOB NO. JOB (MAY BE USED AS SUNKEN SHOWER DETAI $&F T. SQ.FT. FOUNDATION WZ UTILITY CHASE FOUNDATION W/ UTILITY CHASE LOAD BEARING STEP DOWN NOT TO SCALE NOTTO SCALE NOTTO SCALE Projebt Engineer: STANDARD FOUNDATION DETAILS MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS c5lizabeth A.Woodward, PE Professional Engineer THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE Foundotion Note: wood vertical construction shown atop foundation details for cl ' rity. Wood, cmu, icf or other structural vertical construction L0 FIL Lice0se No-611947 STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS acceptable — see ST1 for specifics. EPDXIED ATR TOP OF SLAB EXPANSION TYPICAL FOUNDATION (2) #4 DOWELS, PER TYPICAL HOLD-DOWN PER JOINT TOP OF POOL 550 ROOSEVELT BLVD. FOUNDATION DETAIL, CASTINTO PAD ------STRUCTURAL PLANS DECKING �@ACIKSONVILLE, FIL 32244 FOOTING OR EPDXIED W/ MIN. 6" TYPICAL FOUNDATION (1) #5 VERT (9 EACH (904)680-6279 EMBEDMENT, CENTER ;4" IN PAD 11 & L�RGER- SLOPE ADS 36"x3 SIDE OF STEM WALL !0 FTN'G. P TYPICAL FOUNDATION \-STANDARD m "/' \�, " POOL TO SH GRADE /-,-,FOUNDATION HEIGHT CHANGE HORIZONTAL #5'S A lz 16"-20" 11M ILI m', I I I I USE (3) #5 DOWELS. @ 16" O/C. - TYP I ,1, ,, , 1`SEE DETAIL >/ x BE 00 ICAL FOUNDATION CONT. SLOPE EAN COMPACTED DESIGNED ... .... REBAR It AND FILL BY OTHE� SLOPE - V- I I I F IIII ��/\<///YZ : F7�1 I I I --Ll ---W GRADE 1 #4 VERTICAI�l ?S BAR z jjjj�,�N CONT. RE it CLEAN COMPACTED GRADE I SLOPE ==LLREBAR PER oc), ST2 GRADE TYPICAL V, AL V ----------4 FOUNDATION' X�/ 7 A71 SEE STRUCTURAL F- /7 < -------ir UE I AIL y U) :D Z A L---------i REBAR FOOTING SIZE, "�--PLANS FOR PAD CONT. 0 f SEE STRUCTURAL LOCATION & -ji < 4 "�'-PLANS FOR PAD /(0 REBAR SPEC'S. [L v) P PAID BASE FOOTING SIZE, SEE STRUCTURAL Ld 3--o C)_j PER STRUCTURAL PLAN LOCATION & PLANS FOR SIZE, \\\SANL) I-ILL X, 45,?\�Il \\\\_HORIZONTAL REBAR EBAR SPEC'S. 24�' on PER ST2 STEM WALL W/ 45- CORNER DETAIL SECTION VIEW LOCATION & PAD B) FACE VIEW SECTION VIEW \"N MIN. PAD BASE REBAR SPEC'S. PER STRUCTURALIPLAN E STRUCTURAL NOT TO SCALE CLEAN COMPACTED SE 0 PER STRUCTURAL PLAN PLANS FOR SIZE, 1T/i 48- M M I V TD E S —F !2 N M X SAND FILL x PAD FOOTING FOR MONO SLAB FOUNDATION @ PQ x STEM WALL HEIGHT CHANGE PAD FOOTING FOR STEM WALL NOT TO SCALE PER STRUCTURAL PLAN REBAR SPEC'S. NOTTO SCALE NOT TO SCALE 0 X NOT TO SCALE FACE VIEW CONTACTS DRAWING INDEX (ENCLOSED RTIAL-LY ENCLOSED I A XPO a� PROJECT OWNER: EXPO ARCHITECTURAL DRAWINGS XP06'ME" EXPOSU 110 BEACHES HABITAT FOR HUMANITY E S !TA SH _L RO INGL OF 797 MAYPORT ROAD A-001 TITLE SHEET AND CONTACT INFORMATION T T LANCONCRUIETIE TILE ATLANTIC BEACH, FL 32233 T 0 P 0 0 R D V I.A D A-101 FIRST FLOOR PLAN AND'� OENERAL NOTES 904-241 -1222 A-102 SECOND FLOOR PLAN A-103 FOUNDATION PLAN ARCHITECT: A-104 ROOF PLAN Beaches JULIANNE N. OVERBY, RA A-105 FIRST FLOOR ELECTRICAL LAYOUT PLAN 2452 PULLIAN STREET A-106 SECOND FLOOR ELECTRICAL LAYOUT PLAN Habl*tat JACKSONVILLE BCH, FL 32250 A-200 EXTERIOR ELEVATIONS- - jnoverby@att.net A A-300 WALL SECTIONS AND DETAILS for Humanity' 904-704-8628 ph A-301 STAIR SECTION AND DETAILS BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design jUliatinc N. 0%,crbY, R.A. 24 5 2 1)Ll I I ian St ruc i Jacksom dic hc,.ich, I-1()nd,,i 322150 lm\(:Fh\(61 �11t,IILJ 1 1, R 11, 16-, U NIT 'A'- 2 STORY, 3 BEDROOM ATTACH D SINGLE FAMILY HOUSES 1795 MAYPORT RG,,001% LL ATLANTIC BEACH- - F�A L 0 PERMIT SET -- a. DATE ISSUED : N0VEMBt,.R---2 ,,5 2014 >- LU Go LO F_ AREA CALCULATION SUMMARY Z BUILDING AREA (A) BUILDING AREA (B) REVIEWED FOR CODE COMPLIANCE F_ FIRST FLOOR A/C: 6 5 S Q F T. FIRST FLOOR A/C: 779 SQ FT. CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL SECOND FLOOR A/C: 605 SQ FT. SECOND FLOOR A/C: 553 SQ FT. REQUIREMENTS AND CONDITIONS TOTAL A/C: 11170 SQ FT. TOTAL A/C: 17332 SQ FT. REVIEWED 113Y.J;AEL vA:rE:13/6_%,/f_ GARAGE: N/A GARAGE: N/A k—e-10-0-a_1(art) PROJECT NUMBER: BH14101 FRONT PATIO: 20 SQ FT. FRONT PATIO: 99 SQ FT. DATE ISSUED: NOVEMBER 25, 2014 REAR PATIO: 55 SQ FT. REAR PATIO: 41 SQ FT. REVISIONS: STORAGE: 25 SQ FT. STORAGE: 25 SQ FT. BUILDING CODE SUMMARY BUILDING AREA (C) BUILDING AREA (D) CODE JURISDICTION: DUVAL COUNTY FIRST FLOOR A/C: E58 SQ FT. FIRST FLOOR A/C: 565 SQ FT. 2010 FLORIDA BUILDING CODE SECOND FLOOR A/C: 69 SQ FT. SECOND FLOOR A/C: 605 SQ FT. OCCUPANCY CLASSIFICATI I ON; R: RESIDENTIAL SHEET TITLE TOTAL A/C: 17227 SQ FT. TOTAL A/C: 17170 SQ FT. GARAGE: N/A GARAGE: N/A TITLE SHEET FRONT PATIO: 2 SQ FT. FRONT PATIO: 120 SQ FT. CONSTRUCTION TYPE: TYPE V-B (WOOD FRAME) AND REAR PATIO: 48 SQ FT. REAR PATIO: 55 SQ FT. SPRINKLED: NO SITE PLAN STORAGE: 25 SQ FT. STORAGE: 25 SQ FT. FIRE DISTRICT: NO ZONING: RMD-B ZONING CODE: THE PROPOSED STRUCTURE COMPLIES SHEET NUMBER WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET A =001 LOT AREA: * THIS BUILDI �G IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. (351-011). BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC BUILDING HEIGHT- APPROXIMATE HEIGHT AFG: 261-311 2004 - 704.4 PERMIT SET - ,.,- -- :I_ I I -�� -� � I -�ip- I,�...--� -- - I �, I -,�, . �_ .. I � .1 � I ., - . � .!!�,� - I - .. I _ . . - . . _j ��-j, �_i,- �.1-11-1:�i.,-- 1. � 11 I I o - , , - - -r,�,-�-,- I f I �- -1 � __ I I , .,;, � - :- . �;; _ :., 11 . ,T�-- I I . - - -.7, .-f-.:� _ - 4 .1 I I . 1-1 - -.�-.1_., - I . I , � I .�� ., � - - -- - I . __� - � 1 - - - -" ,; - - - �, -`�,_`,--:;�,,---��'. �;,F. " . � - 1, � -,� t��- - . - I I � I 11 � �11. , - . - - - - I . . . _'_: . �-" �- �t� - ,�r .. - --1 - I -- 7.� - - .I� '_:, , _:�.__ ' , :.t - 1..��, - - . .1 � -- - 5_1-- � -, , � �� , - I � �, - - - - 1 7 .1 -�-�,��-.: ',,-� .-,:,�� - _.� � � - � � 1- -, I - ��:,, . �I I ,- - _., , -1 � .��..-�__-,��f . � I I I I I _ - --. -,. -1,:�.. .. � . ��_ , � I � - �,-S,�� - 'T-_ � I �. . � . I , - - -�,��_ I- I I I! -". ;�t� . -�__. . . I � _. -�_ I-_,_.�,I 1- . � , -- - . - " .1: I- � _;-,_,_;'.'��_,! ��.. I . .. I.. - _ 1, - .- I .---. ,, ,��I� ,- - - - z - . .',� �___ 1,--7 1 1 � -1 I :� - ; - - - -* � - - I :r t �.�,,-._t,1,f.I ��_%,��,�'-.'1 , ..,- � - _�� - � - , . �. I .. � I _111�11_ - " -- " -,�'Z,',�_�.i'-�I_jil --I- 17,1� - - I i - _ ��_ir,� �--,i�-�.. -, - ABBREVIATIONS: � j.I ..,_11�I - - - - - i . r . - �._ . I ,, - �- - '' �.f'_��7. z� - I ___J1 '-- ---"----' � I i � 1 .-,. .-, :,-�-- ,GENERAI'�NOTES. _�, l-, - I : � __ _:�. - � "I I - 11, - _'z I':- - 11 - � -1 I - ,- - - � , , - � "," _ . 1 . - -, f �.'_�, . - . � :- - __ _' -1 � AC AIRCONDITIONER OHC OVERHEAD CABINETS _ .- A , - --1 I I 1. -1. - -, . I �--�,_' � 1'� I I - ; . . . - � .'. __ � ��.,__ "-��.7�`:�:�� : ::, A. PROVIbRA' Of MIN"NOIN�COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. ... .�., - , ��* �� . . I - I � _. 1, � :i.- .1 �6�.!�:,__��% I I - 1'�, - I � I I : -1 -1 _��_�_`��_ - 1� _ '' . -_ - -..�:� - � , �- I �,7 �_:,_:!7:, ��f--,-", � .- � AFF ABOVE FINISHED FLOOR OPNGOPENING VOL VOLUME . . I . - - -_I�11 -, ,�."_.!, - ;.-�,!� -_,_ - __ `- I—. . I - " "- , ��_"� -;: ,-- ,�,� � I 1� � I—— 11 11 1.- I I - ;7 , I I , - - �"-".� :, � - . � _ , - I � AHU AIR HANDLER UNIT OPT OPTIONAL � i � .,---- �`--,-� -*±`�` �-`_ � - " _--_,.-_ � - � - ��----,,.-,. -,_:� --' :-.�----- -,�,----� - Z�, �' - �*_ I'- I � . �� -- __ _2 --- �-_ - � � � . ___� � � .1 � - .! -,.,:-----,----,- - .� � - . _;_ -I _* _� - � .�,��0_ - - -_,4_1A -_-i , . .._ ,1� I I WC WATER CLOSET � . �I - 1,-.� - �,: , , , *, ,__,� ", . � _,��:_ I -- * - -;;-.,�__�,,� � * --�� - _11�. _ � � L, --,,,- � � - -_-��j% - _It . � -!. - ,�n , - - � 1: I �- ?_` � ., I - --�, -.'.�!,' " . �;�11 L.,� a � __ - .� � ; ,�;�":�I_.--.',-' _ -.11 __ - �.l � 'CH COUNTERTOP HEIGHT R&S CLOTHES ROD AND SHELF WD WOOD - - . � 1. i- �,,, ,:� _;:.:�� - ,�:� , �,�,; � ,�,�t�. ,-,,��:-t---�-�,��;�,--�'i", ,�,-,-, - - _�-- � ,5 _ I,,:_ . � _1, , � I ,,, I __ _I I - I � �. . .1. I . - .. - I I- .� -1 . �,-,�_5.--, I.-,-�_".: . __ 81LOCKINWNOTES. -1 -. 1- 1 . I. , : %� 11_; I - � ,�_ : "�',' . . " L_ I . . I I I - I I I '�; -,-- - � REF REFRIGERATOR WH WATER HEATER I I � , , .. : I 11 I --;, -��I ._� ... I ""_:'11_��.__ ,1-1, Z.- A. INSTALL,-.-'GRAB BAR-BLOCKING TOR FUTURE GRAB BAR INSTALLATION. 2 X 6 .1 - j� � -, - � - _--111-1 - , � . - I " .- �:l '. -_111, . . ., _E- - I � !.DW DISHWASHER SD SMOKE DETECTOR I . . I � I -- - - ' I- .. . , �� . .- � _ . �� - 7�_. _._,�`,, -RI M.KING,iTO'BE L LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. I � - I I 1� "-, ��. ;�� : J��-_ � - -._`� I � 7�.. _ �_ . !� - .- - -1 � .� I t- I � � I ..". � _ - It .1 - -1 ��, ` _�� . - ,,m�� - ,:- --� � - , - FLR FLOOR SGD SLIDING GLASS DOOR , " -I 11 �� , - . I .__ . - �_��_ �,'%�- 1-1-1 -- I � - - . I , - I . 1. , - 1 - I - I '�r � - - _. -��-_ -�7`� t' '�.� f- . �,�.___ , - t .-,_�,4i'-.;.'.��; * I I r -, , -V,1-7 - - ,.- - _,-,. 'L I I , , I I I � - , �, q . . _-,�.� ,.-,:' ' ,'I i� I . , _ TY) , - . __� __ - - _� .��,�,,, _,_�� ; __` �1_ �;� __ . j�. -1 . ::_ , � ,-�*� 1 -��,.;::_.'Z�,�,-�,,' _ I� �- ��.'"� - - -;,-"-. .. I 1HB HOSE BIB SH (#) SHELVES (QUANI I : - . ��_, .-l'-, - -,- - . ; , �� 1, � - I �- 7�lz _i_- .. I - . I . - -___ - . . 1 .11 � - �I "; �__ _: . � .. ._ I --,_�;,�,.�_. .i- I �,, .-, I x ---' - :- � :,�:,- �� ; MC MEDICINE CABINET "'\_� - S __ :-.,, . �, -;.-:�'� - _:.,C,� TAIR . , , --\/� , : : 7:,��......�� -, _ tg I . ��F: , �NOT , , ��"I .I 1. 0 1 : , -,/--,, � �: , - �� : -1. TREADS'MAn -_br 2x1 fGILUED'& SCREWED (TRIMMED AS REQUIRED) I ! I � . ,., 1: --- L. .� 4� �� - -1: .1 _-, I -� �- -,- ��.,�- I .- _,:_ 11 I . . . - MIR MIRROR , , _,\/� Oil . . - , , � :, - . � - - I- I :� �- I'-- - -�_- 2. RISER& 'OF 1 " �� - -1 1:� .,,_,',- I , -MADE A GLUED & SCREWED (TRIMMED AS REQUIRED) 73'- � I � * ��_:!' ,- - I e I I - - .:,-�-��-: - . - _____ �- 11 I . MTL METAL . - .- -1 f_: :_ 1-'I�...-, -� ___3. LANDINGS-MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED I � _ - . ,_ - � L I . � � �_ : � � _ _ - � I ': q_SEPARATI �'. - � -1 I I � -1 I I - I�:I': �11_- ��'._� - : � ON (�SEPARATION QL SEPARATION � - - 1. I . - 1� .: - 1� _:,�'_ 1 -14. CARRIERS'ARE 2x12- EQUALLY SPACED (TYP.) . - I � " 1� I : . - I � 1:- � I - - - �� -LL: WALL I I �.� 1. .1 - � _��, ,,- I -1 - - � � I p AFA i WALL � - � � 3, ,�. - - �_ . I N � 4� - �'.1-1 ,��_�_,";"- 'I-_� -�_ ...-15. TOP OF`HANDRAIL__,..INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS r, ,_., -1, � � �', - " N I � `�:- - � , , ,� 1�11 I ", " t- -1 , -1 . �: �" � ��'.' �, . - , ( I�] - ' L ,� ��, 0,11 . __�I . � -, � . - .\6 ,1 , ` , - � -_,_t I � -MEA8URED-FROM N08E OF TREAD. . I, , - �I .� � � ,�� , - '?�, .� I , *� 161-6" 161-611 ��, � �, - . I ",\ I ,:- - z . - I � � - - . -� - � . , ; I 1, - 1 201-011 �1' 1 201-011 .1 I - I 11 I - . I � - - - : -,;,��: � -,-.I��L_� ''. , * . / 10��" _\ '11��;- Beaches '� � _ � . .- ,,�.-_ _� ,; 17 � &V I I I ,�_ - :,_�._ I -, , �, :; - . � . i / - 1 _ _ �;_ _ -111 - J, � I �� :,�� '- , . '. 0 / I I I �_ I I ox I �� - _7_ �1 ;, t 'SIZENOTE . - 7 , ' ' ; I - - _ - li - ..`__:1 � -,,-WINDOW. - - _� 1, : * �* I _ _ P 1 . .- ; I,- � - __ ..1. A-�,,0.-'� .I I I I -_ 11 ., �, ,lip *<k I _-� _- � 1. CONTRACTOR TO ADJU8T-ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH �il . .- -,:. �I I :,,-,%,-) , I r, I - � '' - k �,�.�',"' C. . I . - � � - I � ,�. _`,� . 11 11 . I I I I . 1. , �'. - -, Yf : I� ,0 � ,� . r �: 11 , - �FLORIDA�BUILDING CODEMINIMUM NEW CLEAR 5SF OPENING ONTHE GROUNDAND . . ��Iul�-, 1< 1/� , . - . _� '-, � I - � � . . I " .� 1, ' ', f,� / ` , I - I I . - - I 11 .� - �,� . .." - - I -IV, ( i V N", I t: C Ha, � .1 ' � 01 I r . I itat, � I— . _S - _ I ' I 10N I , - . n . " " _� _ _ 5-7SF- � � I 7 : R I, 1_1�1 ,<" - . - - - __ , - I - I I - -- � -1-,": � - - _ " I - ,, - I- . . I _ . . � . . I 1b- ,I __T� I A-200 R . . < lc� < * _�, '-- '�z. . I _-�__ - - . - r �� ,�� 1. -71. . - I , ,-, ��, � * 0 .. �� - 1- - � 7V . �, a ,_ ,�.,.1'i�ll_�-- -lr� _�.. .:-� � I '� � .� ': ,-:.,i"� . � 1- _11!I -, - --, � -�!- -t; r., - . I , .. I-1 - ��. - -� _.�_,�_, , - _ - -,. ,�o , �, - :-. - .11 -i-I� � - __ _M ��:��v,41 '' , �.: . � �" , � - - I I _"_ ,�, forHumanity I- - - .��,-��- `v`� "'";', �T, ;; - WOOD.FRAME CONSTRUCTION I I I ,\:\�Y ,�) -I I � , _11_'_�,_., I ; --z,,:,---_-� -.�i'? - _,_�:., PATIO - I -1 � , : :, .�� I - . , - �� . I I � " �� - ,---* - " " , , - - I� _. i - �,z�. _ !-'� .0 N 1 - � � � - A', �` : `_ ODE r-OMPLIANT WINDOW INSTALLATION METHOD (FIBG-R7103,a) , 21-211 31-1011 101-611 � .......' ' I - � I " � , _ . _�,� - -C . � -I � - �_ � . , - , ,"' � I ... � . I , I - I -> L:� .�T _-Z-1, :_..�:��.�.WEATHER RE51TIVE BARRIER(WRIB)APPLIED PRIOR TO THE WINDOW INSTALLATION. = , - � :_,� - I / / / - t � : ,"r .- - ,,�(OR,:b I . � _'. �.�_ � ,� � �'�` �_:_�zl� FLASHING APPLIED Q&X THE FACE Or THE MOUNTING FLAWGE. CD / / I / " ,.� : , -1 _:_1 - -1 - ,_,--,_. .1 � -11- _ � . . : BEACHES ,___ - - 'Ir -- �L , I I-� - - . I - � ;;_ , - ��'-- , . . -.� t�. (D I I - . A - ] � I - - I �� ,� , ,- , / .1. � � I -Ps- . 1;�v _� -- I : _�':7�,r,,'.- -_!_ - � � .-Il. .. . F - - , ( '71, I.. . SECTION A : I - ' . � , '� � �_. 11- �� '� ii_�@4= - rASHIO'N,__� _t� _1_ .I.,- � "I 1 61-011 101-611 ,F '--,,,_-_ _11 -. - I I---�� , 1 C16M 1 � __�,� - � � THROUGH"OW JAM - ;-.-:� .- _., STA41VIt-4 AT THE!15,401!or ;1 .,- �- _. 1 / � I . - _�. � - - , - HABITAT FORI.. �� - :_ - .,�, - - I \ - I/ �� - 4"L. - : THE WALL 4 WOWING.TOUIARDO - " - � 3052SH K ; � r I .. - r '', - I I ; / /I I - 111 _. ��.� -:- . . THE TOP,INSTALL T14E WRB_ -. �� _ _. � � (D \ �1 I � � ITY _,�;, - . -� -.-.:-� I -, To THE FACE OF THE - _'L_I:.L � - I (O I I � I 1 , . .1.1.1 � �, � . � I- i� - � .. t: - 1� ;- '_ i� ef-EATHM -4 1; - - - . - . � �, " \ \ I I . �� . . - : IL .- (D SEAL Cq EGRESS I - HUMAN � . ."I- .I.,� �� : - , .0 -- . � ANT 15EAD .) I \\ I \ I � . . - I - 7 - 'F I. Z� � __ ( 1 (2)APPLY BILL:FC4344w(46A�-), �- I I BEHIND MOMTING \ \ \ - \ \� \. - � . -I: , I 1. �� I . I �1 I-I- 7 q �� - ' .- I - - I I ��. .. � - - ��,� . > .1 I I �_ . I a: _q_ I - - . i ALo'ANT" �.! -, . I co I 4 �/ \ 797;MAYPORT ROAD r,. . _ �: � �.��,3 A�PLY 5EA&'. BE I . �;�-�� I - I I,. CIO co If I - � . __�I I .-- I I - " I - � - 0 1 . � I I - i�_--,-_'.- I - _;�_. 11 . -1 I - t �J� -� 1 4 1_.� � :, �. AT BACK OF UNDM - - I ,1. .1 - ::�.- _� � � : - I, fc-LAwa TO HEAD,#aort,4-,7�- 1_ .4 -. .: , I-!: . - : � ,LANGE,_� - 41-211 co / 12' , - I ATLANTIC BEACH, F - . -11 I � , - - . jAMB6.APPLY�A I ��,_ � �_ - . I . � �_ .- / I [�� TRASH & A/C PATIO 1.- - . � , ',��] , I :1 - � SEAL THE UNDOW FRAME TO OPENING, I -f, 17 i � � - ( - -1� -- ' ;. / --7/ . - , _-, ArPLY.A%"NOM.DIA TO THE BAC1<81DE � -1222 FAX: PN)2414m . I �-,��,i��,7.1 - DISCONTH401.16 BEADJO _i' 'v . .,: - i . - � , I _. , .--, >� ,�� apTToHFLANGE,LVAVlNG . ' ' (INTERIOR)OF THE WINDM FLANGE,IN LINE I I - 1. 1 (904) 241 i - .._,.'�L �- -_ . '_ � I J. -- I TRASH / - �; . , �2)2'GAPS. � - �� , ,,5 �- WITH ANY PRE-PLW-44ED HOLES OR SLOTS. ... 11 I I I - ,I!, - - -��- -:, ., I I� 1-11 , I I-. - , , - , � - - I �.., � � - - I I � UTILITY ;1 b -1 - ` 'L -- ; �.�� ; ,"� ,-11 SET UX4DOW USING;PA4 HEAD � I-.��_, ___ - - @ ,- ` __ ; = & A/C �� . . I- � _-;"�,'.�., �::r: $CFWW TO FACILITATE', _- --- -1 � i - I -._1'_-_ . I FLA111111,1 0 - 11 I :� tw", -f.- 1( - ,I- 11"ISPE'r-TION. - . i- I - �� - = = , I Irl- I- 1�_ -1 I i' , 1. BEDROOM #1 � - _. - � - _ . I - __ I I Irl- 8'CLG. C) I , - I . _. � :_ - 11 .� , I I 1. . , - . - GJAMM FLASHING � SEALANT 01EAD BETUEEN %_ 17 T_ ARCHITECT: - I I I C) I � - . X_ _KAWNG � - . - - '�' Irl- !�� I j_ :il il" _ �5 APPLY JAMB �. I -��'i I�11 I 00 il � - - � FLASHING AND MOtWIN53 FLANGE. � �I ( -I I-- . �., - -APPLY CONT.SEAL TO THE MO(WING FLANGES AT . i - 8'( I �_ � I - 81-611 I'll, - - - -�-wl-__ - - _� I : 00 a) XG. f "pl, b [, 101-811 31-81 21-211 - � , ; - :L - I- THE TOP(WAD)AND SIDES(JAI")OF UNPOW� I �I r (O / . � . . � I I � _C�OEALANT ,_ I , f�_ 1. _k 7 J.- - - @ Af-i-LY BRAD.— -1 I \ EMBED JAM5 FLA544ING INTO SEALANT AND FASTEN _� / L/ I , I I . __ .�.,1_'- .- _. , AT HEAD �_- - �I I I . 1 17 ,-, �� . � . . , - - / � I/ / 11 -� � . 11 ''U'.- - 91-011 111-011 - - I � �_ ,� I I � ` _11U I , �HEAP FL. INS' - . . � � b :� . . .�._- � � � �I ...,__ - , I - - IN PLACE. (FLASHING GOES OVER SEALANT), � �. . I 11 q� �� , .�� / I - I ; _ x , -1, _� ..., I ; I 6 �. � .�. � Julianne N. Over y - - � � � � � - 0 APPLY , �; � !: --- --- �-,I, ,, 1. �_' ! ":_,� . - � ._. - I I I I - , . . � � \ � �_ , I I __ --,::,-- , - .. _. t - 11 I : � � \ �1� I" � / .,/ , � - . I 1�1 .1 . I __ `lOV9 PREVIOUSLY APPLIED 1�'� I - .1 00 / I I . _._ - -�SREI� - I 1 if I ,�,, I I / _ . 's " I - 1 Architectural and Interior Desi�n ,�;� � . - TAM,&LO&,rx U"TO LAY -011 cn5 , (0 < I 1- I �_ __ I � �, -__ r - -.1 I I . -: , I � I I F"T OVER HEAD FLASHING. I ! . � / (�o � 11 -1 � . � � - � ; / 11 ,��, - I� F . -� r� I 1;", _., ., 1; -PLY NEW 01-EANWA TAPE .- -- - 31-611 C/)I � � I- , � ( .1,11 A! .. - - � 7 K �� , ,r ", N ' I - 1: j � I 1 I / / le ,.z __L , - I . I r 1: :. OVER DIAGONAL CUT-WE �f v ; . � " I lie N. Overby R.A. %. I , . . DIAGRAM. .._ � I I Ll�l ' - I . I S I-i I 11 -K_ I �� - � \ -,�,�,'� :, I : .::�;,-. , >., �I I. - I ECURE WRB I I � N I 06 co = , - - I � I I. 11 ... � � �, . ( ,r 1 , I �:""' I - 1 I , .. AT HEAD ;�: I W I (00 "T 1, , . � -- 2452 Pullian Street , ��,�_''. �- - I 2- I - . . \ ��, , I . I � � I . . 1�� ,� -� , - 11 1. . I � \ .1 ,� _, _,L_, �- , "� �� :I'll, . - i .11 I ,�, , . a: �' L - , -1 __,.� -�77 I'll I I � � , ---�-- , _ -�, ,- - .--- . � . I _+ . - - �, .�: .E,�- .. . � - - \ . _i KUK 00 acksonville Beach, Florida: 32256. - _�_ 1- . - �11 - I i I 11. ' r r.- _�_ _ ,.". r I \ '141� 1 1 1 1 R .- I 44. - - L__j ; . i - _ _ r ��L: /, �,_ �� ,.'-��,�:` ��_ , I `� I I /I 2X6 i - � � � f_ _ _ _ . to . L I co WALL . (-) \ _� e.; oc 1 904-704-8628 . 11 MIR � \ i � 11 -_." ---- ,� _-,- -; -� I I ".-zo-1. �'.,/ , ,T�_ , I '. _� 11 �, V i .1 __ � i q'ULG. \ = C I- � � �Vl � �!,z - 11 � : -,��,J,�_:��`_,�_ ��_-1 �� .,__ , � 1� � BEYOND JAMB FLASHING. �� , Cr .I - ,I --- ,- 4- 11�- � 1"�. � .� 10, IQ - �1�1",Y- --- "",, - ,.I X EW- �-7;:-� - �, , FLASHING AT WAD EXTENDS V _"� I -��,-.1 - . ,_"_ _ _, , ,� .. - I _. I I , �!,_, �, " "i �. -1 �, PATIO r2 �gkOSET L-i 0 01___ --4?"VANITY I UTILITY 1 Email: jnoverby@att.net ' ;: L _.,�_ , __ :�; - 1� � ------0 7 \\ - I PATIO FL.AR-0017060.FL.ID-4621 I � - L '� , = / - 8'CLG. __ A I I � .I ( 11_�:C, �, � ,�� 1. �t�00 I 1 42-VANW I / \ H I'- 'I - = I � , - _ �. I 11 C14 \ �_ I �� - I >r, - _�t.,J, - , " 11 I � - ,-,�- � .- . ;, . - - ,- -.11 .-,�,-�-,i��"-,�,'��,-?�'.�','t�-l�, - I (D (5 1. . - \ zo : (N � " 1 .� . _ . � 11 31-011 51-411 = /� OM I,,- I ,_� -- '- . -1, � _ - � " � - ' - I _ ALANT;�.�� . 11 I "-EMBED BOTTOM OF THE HEAD I- 00 / / \� . +_ I 'K \ / ,BATHR0 1�_ . I -1 I � � �__-'1_1 I t� , I I LO - /.�', \� � .1 . � �, ,- \ � -,� " , - - I ! � I . ,�,I 1. ��,, , !;�- I- ,- �,� FLASHING A4AINST THE PREVIOUSLY � / .- / I 000 -1 - / \ I 8'C1 \ 00 I __ I'.-- .__�� F- �._ �4_ �:!,,-, �: '_1 I APPLIED SEALANT tMASHING GOES I __ - I - . - -- IT : ;- _ .� �� :j�'1� �, 1'� RH & _j = r -- BATHROOM 1 t0l-21 . I- � - .. _", � - -A,�-..- � �� TRA, A/C I CD 0 cy) I - 1. 1`_ ;,_7 '�, OVER SEALANT),EXt - : = co \ '�'-1"/`/i2'-9" � i , : . - .-. . ( - a-,4; - --',.r-, I END HEAD ;t� 06 / I L11 / I TRASH & A/C �, --_j�- , __ ��'��' f:- i�_ -� - -1.� 11 - . FLASHING BEYOND EAC44 JAMS -- \ (0 C:) , I I I? . I [I__ - -__ I - = 11�1 _1 ;I : _:��,` I , � � I '_�,1, � _. _..111: , ; I 1-� FLASHIW�FASTEN IN PLACE. ..� � 0� x 0� I \ � � -1 I ._� -" �',`, _!��-�," , � � I � \21""" 31 / (O 51-41' / 31 ,011 � . � __ I - - ,-./�`��,""; __ 11 00 1 21-51 \ -2' 3068 '. __ _� - t � �- - \ _. " . -:-_ co ,/ - I _ � ,-t--�!�/� :I,',--` _ � C10 \ - 11 � _ ,-�z 1;�K I - ��, I I I I , C:) \ ,V\ V PRE-TAF3 \\ � -1 / I/ e M .� -*I- � � -- . ,.�T" C0 -_c4cs 1 1 ,�_. ___ -I - co I _/ �I I . ��,�.x , - !�- " i 1) \ .- 'I- __ \ -_-�I,�,_.. - � - �1.�;� T�.` �.-�� ., w A -1 I :7T M"� // \ 3068- , I I ��; __ .. ,,- . �� 'I , WE \ / M � . .-,� � ._._ �. �1 .I '� \,1 I T CLG. (-b __ W I I I .,� - -__ : ( ,�__ 11 ri , j �_ i __!�OE�FAB %, ��"!,W., z 0 1 _. I .� � , , Alc�wlwr.;_, . - . \ I\ '\ :P 11 P 1, I LL .. � I F_ I >6 AM - � .i I '(2, 'HUIVVE d LU - -\ 11 L-I 1\ : I 11 . � ::_ _.- ( exTENo JAMB.rLAswima To I - .1 � 111. I :r +�_ I = ! �, 1�_ 00 z - 00 -1 U) I � � _.-�:�-�- � OVERLAPSILLFLASWW� TUCKTOP , -.L I 5 %-., 06 I . = - 3: � - �, � r� '. = C:) .�.j%J" i z 3 X3 kR D_ - .1 . --1 I .� I I. uD V1_ I ( n L + N � ..__.� . - - I __ I - UTILITY = io I /9 M Z;� j.L I -1 4 Y: W C:) = - UTILITY __ . � � :--,: --,-OF WRB AT Tl-E HEAD.SEE DI I I �, I \ - � LU V 0 1 Irl- ; �I. 1.- - � -- ��11"w SEALANT - �� - 11 I __ __ "16, � � I�1. -.1_. . , 1-1 8'CLG. I 00 - CLG. 0 - 0 � �, CL V) CY) 0 M I I- / M I �_��:-.__:�- �,I.,- � . _ _ -, I "I = LL_ I -,- I .�,�.' '. �. � -, I '? >-"r-;- L.. � �z _L __�111 I '' '-V I 0 - 00 I 8,CLG. I I . � � 1� I Y I I - / - � .-I. �� -011 - I _ . I � - 1� 61 C) , ,� � I 11 , - j z , i,-". .. , a , , -.:. 1. �s � I CY) REF -0 jX6 WAL %. - - - C:) CY) 11. 1 � I � - 1. `� 1-1 � , " I U)I 00 _1 . 0 ",, - - �. __ � - , -, -, (00 :;t �0 � - - . _- � � / - \ 10 - \ - REF-�, co J111/_ - .11� �, 1� � - ,,, � CLO': =T I 04 to 1W Ili - .,.,�-�' --I �_ - _ , , �.._� - .FLASHING 5) - - 11_� 1\ = .61 0 LL CO ef) V 1\ 8'CL,_. 0 I 7- / 61-011 kjAr,11A � ., I'll - � �:, 11 . � �. , I—- -�-I -1 � � 111. - Vd - . -ZAIIJ WALL I \ - - 2X6 WALL 1� .� - I I- 2X6 WALL '* L_ - i ,� ( : _�� 11 - ��'. �� 0 I �11.1. - - "I 0S - -,. ..�;. . 5T UNDOW'TO ACHIE I ,� 11� 11 I , I /� if I \ _.�', � 0 I REF IT -\< 01 __ \\ "3 I ,. I �� - �, I __ LEMLOONDITICN. USECORROSION - 9'4 1 Mn :: - '71 1"",� . UL -I _-t .1.-W , , .,- I \ = I ,L I .., - - I � . �11�0 !_ i;iiiii,4ii FASTENER.O. FASTEN UNDOWS PER � I / REF 1:1 'I- - I � -1 > -- I., :' bo EAA�/ - 0 - 0 91-411 "I .1, 1, 1�14 : = tA .- _.__ ---- "I :-, " k'T I � 0 N I / I - � I = z g "SIR F 00 V,jAa. 11ff- � - - - . ". I I � 1.11' I - �d� ; 1: WINDOW MANFACTURER SPECIFICATIONS. ,� -I LO U_ - _17 C, � i- 0% I __ _. . ..11 . �, I L "IT � -D (D' PANTRY LJ I \ __ _t� -� _ R '� - �_ , , - -- I , - i z 1- _� w_. , _. , = . i . I , I -_1 . I _ � - - 1 7��-- � � 11 1- - ,� 0') � - = . � ' '-34,1 _ SH I 10 � , - 1) 1 81 �, = I 1,�,,""'_, - � L " I I - � � C14 - ;. .1, � _�, _ - R I - � - -1 - __ _jL Z I , -011 Co _j - 0 Q - EX z: ( I I � . .- - 8 CLG. 0 1 1) .1 CY) .I � ( f. I / I I 7� 111J, I - _;_ � : , ��, - ., - �: Vj I - - 0 LO C) 13N"AWC,)_ -, !M � _L � ,; WEATHER RESISTANT - I 00 _j , il / / CD - � , - - � ,� ,�,� , "�, �._, 'j? <L LO ;;�,- - , " , " 'I. �� 1: -1 U) 37" 8"( � , 11 , 'j, � :, "� 'a (.0 (O 0 N -I -�,A_w, .� '. � _. I . . >__ �_, . . 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F. 2X6 WALL 1_1 01K �_ t-1 n _j (N - � DW 04 _j M 2X6 WAI I - � � I .. . - -I'VLG , , 7'-8'KG_:*'s . �_ ,-��i��,�,,r" 3 71-411 2l-011 �h I r)l nil - cover sill to at least depth of window,plus 2'onto face of wrt 1 31-1 Oil\ [*.ft - � -�. -i!.--.- � sloped surface 2. 1�/ 7/ /L/ I-T-8 I _ _ � _ _ _ _ - - - - - WH 7-411 1 z � - .."'Z � ,,;-. ,��' �I-__�'"I_��;-� � I I I I , -) 17 7 - - _�,[ � e � ( _., -0 :5 ---�! LO 15 7,"_ ,:_�,,:�" _T�.; : \Ala k � DW I !�_,_ � �_q U ,;,--- � __ _ NVA-(� - ME ' -ZR 11 M E��"`� � *1 W. .1 / 1\ ( . :,"..."'..""', (optional) 3, the pan shall direct water to the exterior over sill flashing - H ,IT) T.- < -.'.,.:.;.:!.1,,','-," . - - - - - T_� = �, ..__ _ ..__ _ > . .,....,�,�'..,,.-.. . (�� V 0 � - - - - \ �,___.______,-, I,- - - - - - C:) �, __,,..�.- I - , .�, I . T1_ � I t 3 I I - - - - - �� .. .�. - I � . I , . 8 .1 � . , ... . -011 I I . .� I li sill plate 4. Install flashing around remaining window unit �-i . 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I . �� -, �'_-'_-' � _' � , . �' I .- I ��_� --, �-_ ,. t . 1. � � 4" INDICATES A STEP-DOWN OR RECESS IN - � - I - -' '_�� I' - - _1 i, '�_�q .:'�P`,RES8UR&OF2j_500 PSF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO � � '. - -- - I � - . '�' . 1� 1 � � - - - , _�" �'_' � '� _� I- - 7. �. 1._'___1--__ A—�;- .. ,2 7��' CONCRETE SLAB W/ MINIMUM DISTANCE �� --1 i�-;'� ;'� ' - n%:VERIFY-THAT, THE�SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. I., . �' � j ,. - '* -&---" � __`_ "I . - F _.- _. - -11 I - 1 � I , I � . �, '� I I 1, I " , _Z'�_ -1� � "__ . �' I - - , i, - ' I - �i�- . - - - _: I I i'. �_ -"',__�:_7---'�� ,'�-:-:, i - - -:�t�-� - �'�1_ - a I I �- I �11- . � _ii�_ � � :��:�.�-1.-.-- � - � I. I �_� . - _ - -, t,��:t'- ..'! "_i�- .- 7:�� - I � I ' �.. -,� - �_- - -- .I,I �_�' ,-A-" ;- - ':��'_�_'�'-�- -- ,� , - � -� I I . --='_` �_,I-' liji, . 2_�� -,. - !", - I . . . � - , __�,_� �::__'- - �I : -,� I .� I -- ;�: . I i-, _�_��'-R-,::�'; -, !-,,,-. :L,-41�,�3�OOO.'PSI,C.ONCRETE�SLAB W/ 6x6 1 0/1 0 WWM OR 4" 3,000 PSI FIBERMESH �' . I '. r , . I .__ � L- "�--_._'_ �f�- � � - I 1., - �' - "'-_ '�,t-;"_ � r, " - � - . -, '. . . "_ - - - - . I 1, INDICATES SLOPED CONCRETE SLAB @ 1/8" - -1 1- � I - .7 � �� -��''__;_' ..'� .'.CONCRETE�'SLAB,OVER:6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, . �' � " I . - - '_ : �: - � I - -� I ��- - �� 7-�, - _ - � __ I:- -1 I - ,, , - __ - '__ - I I ��- : --, " . _ I .,'! . I "� I ':�' � .1 ' _ _ I I I I .1 , I I.. �. ' � -_-11- � '�t_ , . I :i la�. I - I � I ;' - _ PER FOOT (MIN) _ - I - 'COMPACTED-.-,-,TERMITE TREATED SOIL. (TYPICAL) - I N", I - . '_.. I—- � . . ,- - __F-�I%.; I I ' % 9 , - � 1 , - . ' ; � x ; .- - I I I � . 11 - -i .-- ., " --� � I � .. - - , �, - 11 m - _. _�� . ; - �'_ - -i. -',,_'t�_'_-,i�,-i' '_ � - 1. . I �11,1_ - I - - .-, -,:" �'_. . I � - I " . 1� - r"_-.1- - �_�-' '_,,�_ , , "'" -- - ' ' - I I I _' .1 .1 . �:_. 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" I ,-- . __ � - A).* -� .- VERIFY__i I . �, - . __ .I - !' �tj_ -1, ��- - _� �V,'-_ ._ � , � . - ! , . - . - - - - - -.-..-. j .1 - � -_' - �: � � _ii I I I ': - -� -:.,-- � I �t� 11 1. o _._� - _� --- '-ENGINEERING,DRAWINGS AND PROVIDE THICKENED SLAB @ ALL LOCATIONS. ,c , 'N/ - �� 4� - r - 1'_-;..:1_ I - f, - _�_�-, "� ' �.�.' - - - '' / , . ��"'. - - - -*.-,, - -i. -1. . ..-,. � 'i__ _ w ' 'I ---, . 11 - � - __ . - I � , - - . � - �.. . .' , 4 11 ': ' _ ' ,III _-i. . - - I ��': - �� _�' � � � V � - _�k. -_ - . � I � "' .� � - � - _" ' " - ;�;' � �: - . , . .. .. �� ,� I-,- " �:'`_ -_- � ______;_i �--�� --.��!'�-"'-�2_-"�- �; I -1� -_ � ____'�� ,:�� - _ -, - - --'-'--:,-- I - , . _ '-' .'� _'_ �t�iir_� �,�_-'to-_';_. � . � - � __ , V7 � - , �i � �_ _ " , "�� . - . �, �_ . 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' I � I 161-6f' - 11 _. , r_- .1r . 4- - - I �� I �-2-.--�--��'", -1'1.t'��--,.-,.--"E�' . , � - T� 71 , : _ - _ ' 1 201-0" . . ''I �*-��:�--z-l�-4-L.,;�*�:��..-�;��'-�!,�.1; __ . ,ft.. / / i :' I- - - -1 .- .2 / - Bea - es- 1. I .- / I ��_ �'_ :_'� - _:_5,�_ VE�'RIFY't,OCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW SLAB. (SEE ,I.: 3 ��' / : � � � I� � I , - I -.11 _ I 1 . 11111-. � I - 11 I . � - . - I ' !�� . I I I i - , . ,:;� . I .. ,� ,�-FLOOR 1, � . - -PLAN FOR ALL.PLUMBING FIXTURE LOCATIONS) � :"". I .: - I - I - - I I � � .1 I I � . �I � I -I . I . � ,� _ I �� :' '', . : 0 1 1 I . , . I 1, � -.- I .�: � " � � -'_1'7' -'1 - - --'-- � I I ��".I � I - �-� ' :- ;: -' I . 11 _ I I - ' : ,� t��' '--l- �'-�- "�_ ' ` � 1 16'-5y2 '-1 � :1 . I I., � 1.'. ,.,,_"., . : - - � � :,�' . I - . '' I 11 � _ ' _ i I I -1, " _ _ - . � I � 1- � -'t-J, ""'� ", " I i ' I � r� � �._' I I I � .rfii:,--, -'�.:��__-'"' J - I __'�i . I t . NOTE�` �--�:--_ : , Y2'. I I I __ -' '�_� .� - V �_ I I 1. . 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"I� 11 � � �I _:_ _-, : ".; , , - � � i CL SEPARATION Ct SEPARATION CtSEPARA , - " E I -_��,� - -1 :. - t . 1-1 .. �� _�_ � - _ ,��". - � - - � � � - ," , - - ` "i" -, :�,�"i-,-, - , ,- _, .- SEE STRUCTURAL DRAWINGS � WALL _ �% - - _ �, - __ I - _ �L!z7�_ I � I I: ,- -11- .- - ::7,-! ---_-_ !',-t� llz`��__ 1_.,:`,_� t- 11 � A WALL WALL �, � - - � � __ , -r z�'.��- ,�. _: , --- - .�� _-- ,�:, :�_'.,_ 7 - �� I , _; . : 1�. :_ __ I - A� -lj�.-,.'-- _'� ,_._,�' .� I z - - . ,!. ., % -1 14.. ' � ..?%_I�:, � , ,; .1 I I ,�� __ - . - , .1 . �, - � - 1. _. _1�,_�_� . :_.!tr _: ..- � I - __ -, 2� : - ;- , --,.., � : , * - :��_ :z ft"�-_-:- . (2)'2x PLATES - SEE STRUCTURAL I I :-. - _ - .1 ��...� ,�, I " - I bit:at . �� -� - � _1,�__ -, � -1 _ . . - __ - 1 I .11 . _ , _.� _ - I I . .� ;_ _ - 11 -1 "..- - - -_ 1. �� ,_-1- 1_ ; -1--' ----, � I -, _ � z . - _�_ . ..1�1 �_Ii&!; _ -__;�. J; -i- i � I AV 0 -0 -! 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'�� 7, � I .�' I ELECTRICAL METER - / __ \ ATLANTIC BEACH, FIL 32233 .1 _.:'-' ;d'__- --�_ ��:'�'�V; �_��_�_�!_`C"'__�'; :. . - 1- 1 ..' - I . ` � 1; �� :� I.�'r - .---.- w.'1-71-- .1, : I ��_ I - i ''-,*,;, , , i - .1 -�: - - AND 150 AMP BREAKER � \ (904) 241-1222 FAX: (004)241-431 0 � - � �1 , � -��' -,.�__ '�'� 1� ;i�. I � ,:I_-I . . .�_--,� __��- � _11w":' � .��-,I '-��'�- ,_ -r - '_,." L" � � ; ", - _ I - I ��.��: � � . :��* '_- �! I -1 - - -- I-11� � � - I '. _," �1.� -_�.2'-�' .-- - �' I - - ogw-z I ELECTRIC PANEL 12 - I - 0 - . .11 -_ ."_'-1. -t:�I___. '_ "� �'_ � _... -- '' _. - , � - - - - �__._'.'�� "�. 'f'- - � .. .. . - , �U�!--�_Ji_ - - .1 1. "1. � V - � __ .' - - _. - ""I - " � - j, '_ ' .� _ I � - , q , . �r i - � I _ is? �-.!� - . I � -_.7�1�_;"::'� '- -1 ]K_rl� ��, 'H-, -'� ,�, I � = �j_ I ) � - - - I- � - - ' ,"' -, I I \ _ -----_6q' � � . - . - '� ��L' �-� - i- I.' - Lo QUICK DISCONNECT - --: �. 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I I , . . 11, 7:'' .- - I � - r, - i. . I - 0 - 0 . . _(�_. . - . 0 __ I - .' ; I . . - 1_ �.--` ;' :* -�- * `� i . I : I , 'DATEISSUED: NOVEMBER 25,.2014 1 1 _ , , 7 . - I I . :,I �� I -1 �'. i� �. � I t _"' " I I - - 11; I I I I _� I` . I , � -11 41 - . � .' � . . . 1. :- . 1 " '! , � ' I i � ' . . ::t - . . . - I '� I-'- -1- - - Qi - . �� . f. ; �fil;- .� T., ;' - I " .� '. I � I-- � . � I . : . .� I -,i �, I _U�' I , 1. _.�� . r. I � I I I . @ � �\ . I �_ 4- P, -I I I : __ __ . _- � . �� - . - I . - I , - �. . � , . . r - I I :(� 1. ;.. � . . - , 11 . -_ - .. - _� / -9t / \ ' 1- . ... .��"' . i � . ; 1; . $ It . �� ! _ 1 - _� . " �; - - 2 1 1 1 . \ � __ -1 .1 .�� . - -_ I . . . ; : - - �_ .. i . i � -1 . _�....� - I- . _'v ' !, � I . :��".' i '. I � .. . - . I / , .'. I I . . . 1 \ I " ". I , . . . . \ REVISIONS: - � . 11 - - _._ � ..' -1 11 . _. . - . I I . -1 . . 1. I.. .'. 7' I -� . � . .-I . I �:. .. 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I . . . � ` I . w . . �*U ".'_` '� _� . � - I 1. I �' '- r - . ' t � . ' PERMIT _ _ � : ? �' 1� �zt_ I � I - . . . I . � I ., . 11 . 1 -i - -11- I . � Z . . . ;I - � - -1. . I � I . I - i , I , - I �,i :1�1_ I .fL -�- �� r " -T- ' .. I I SCALE: 1/4" = V-01' I ; . . Z. - I , �;'�. , I , . � . . I I � I . . � I . I .' i- , I 'i' I - : I I . � � '�� : . 1. ;i _. I I , . �:_. . . .11 . i �� I : ' % ' ' '/ ' . 1 - I f---;= . ... I . I � ' I I 11� F ___'��"'��I /11_� I - (�);] I I G�_ \ N)& .�,A�r :[Dz� = / Nl�i , , ( \ - _"r $4 * . -Z L�F�_F_ xv, 1 4 t V - ,I/ > f _>1 I x 1 14�r ::::3 1 r� I I x W. [(' b� :�w ' & I 'Of � I',- V,\"--- W. I I, - - " ` "'- ,I - - - - - - - - . _'.- .. - - __ ./ W' / (t� 1__ ' /V�11' I W6 I � I 11-W /-^- L \ I *' -4 ,j/ 2 3 � f 11 ""\ A-30 A-3( I& 0 _ _ i 1) N �\\�I so-, t4co�"�Avxo o;;'rAC"6 I , � .ti - . �" �, . � - Vttj;. 11 _ . '�! . . . i, .. . � "I � I .. I I , . . y - . ;A 11%." I f, r I ..-� 1. � - . : - I �' -. . lf��'- "I"' Y" . I � - , � � I - � � I _�'_ - - � �.'_- . I � -� I - . - : �' . �" SET - - - _ . - . . . - I - � � '�_ . . � : . . I . -1 , . - , I ___ . I I / .1. �_. - _ - _q '! . - - : f. I "i, '' I _10111, I . I _ __ � __ . � � .1 I p__ - 11 I I I - . I I � _'_ � . r I ;'- I '_ - I ., � I. ; -, � - - ,i � � .i-. _. I . I . . . � . . I . . . - '*," - - '. - - � -: _ o . : i' . . . � - - -hk�"",�t;'!�'�."� _ � I .. . 1 � ' ;' I . I - I - . _ : .. : 1. .1 . � . . I -_ . � I � �� - I . . I �.' I I ' . - . . f _ I � .- L � ' I - - . . . - - I . .� , : . � . . . . , : i I . I - � - . -_ -,- . � . . 1. . . L I ` . . - i . - _. L� _" " :--' . I ; 1 . : ; . . � . .. . - , -1 1.r:r - 7, �i ,; . � - � I - i � ' ' I ' ' I . I . .. I I . � - - _ . - I . � . - � . � I � . ' , . � I __ _:: � ..&_ - _ i - _-'�" -. ' � � . . . . � . �. , I.- Ir I � I ._ � - - -'-� I -11 1 . . � . . I I � I I . ; ' - .. . 1, I ----I-- __ __________ --------------,------�-��-,-�.---,- ,- __ ________ - " - ___ �, _ __ _ ________ � -.......-- -______-_'__ _1.1_1------- _____---------1111-- - - _ _ - I � : � 11 ELECTRICAL NOTES: ELECTRICAL LEGEND 0 SWITCH TO OPERATE LIGHT ONLY. 1. IN FAN / LIGHT COMB 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. =t)-- 110 VOLT DUPLEX OUTLET-WALL MOUNTED J TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 3. INSTALL DOORBELL 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED 110 VOLT DUPLEX OUTLET-WEATHER PROOF FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 1 10V DUPLEX-GFCI OUTLET J J 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. I 11 OV DUPLEX-AFCI OUTLET 220 VOLT OUTLET-WALL MOUNTED 10i TELEPHONE OUTLET A SWITCH Beaches SWITCH-THREE WAY b t mu- PUSH BUTTON SWITCH d d *ty' DOOR BELL CHIMES for HUmam 0 0---1 CABLE TELEVISION OUTLET 0 LIGHT FIXTURE-CEILING MOUNTED BEACHES 20 XHHW AL 0 LIGHT FIXTURE-WALL MOUNTED HABITAT FOR 0 SMOKE DETECTOR-CEILING MOUNTED HUMANITY __F_ 797 MAYPORT ROA & SMCiKE DETECTOR-WALL MOUNTED ATLANTIC BEACH, FL 32233 150 AMP PANEL (91 EXHAUSTFAN (904) 241-1222 FAX (904)241-4310 ELECTRICAL METER AND 150 AMP BREAKER ELECTRIC PANEL ARCHITECT: 3" CONDUIT, RUN TO POLE LO QUICK DISCONNECT EXTERIOR WALL ELECTRICAL SERVICE RISER Yllianne N. Overby, RA FLOOD LIGHTS - DUAL HEAD Arcliitcctur�d il.11d Intcrior I)csign 1'x4' FLUORESCENT CEILING MOUNTED LIGHT '-) - I FIXTURE -4 D_ _I�tcksotl\ 111c hc�lch, 1-1-1-Id2l 9()4 -04 '�O_'�� C IN ---------- I ---------- - ---------- ---------- ---------- - p T_ lQ7 0 0-d I__0 LIGHT LIGHT (PRE 1, F-_ /� (�\LlGi 0. LIGHT LIGHT F N) (PR FA N) 'E �Q\LIGHT/,> (PR 11 F�N) (PRE FAN) (PRE FAN) (P I PA N) >- Z LO z F_ F_ F_ 1 F C) I 4!y _j E! -40 TO TO SWITCH. 3WITC TO _ BELOW 10 TO 0[ . BELOW PVVITCH PROJECT NUMBER: BH1410,1 SWITli _-F—Low I Fl -T\ l I -g-E—LOWI DATE ISSUED: NOVEMBER 25, 2014 DE 10 REVISIONS: T_ IZ IQA F SHEET TITLE F SECOND FLOOR ELECTRICAL LIGHT LIGHT\�) (PREWIRE FAN) ----------- ---------- (PREWIRE FAN) .4 LAYOUT PLAN 7TIll ITC 0�w ----------- T NUMBER 40 T Bea ov pefk Am " U6 PERMIT SECOND FLOOR ELECTRICAL LAYOUT PLAN SCALE: 1/4" V-10" SET STUCCO ACCENT TRIM oi 1: PRO --,41-01 : 4"WINDOW TRIM VIO.E- '-MIN.-NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. T x EAD TRIM Y -2 4u, __T I I Y r -T-t 7" A.F.F. +18'- +17' 711 A.F.F. 5/4"x 6"TRIM 1"x4"TRIM 4"WINDOW TRIM 5/4"x 8" TRIM H ORIZONTAL SIDING Broa MTL. STANDING SEAM ROOF _L I t I t, -1 1/8" A.F.F. + 8' u G STUCCO BEACHES 6"TAPERED ROUND COLUMNS HABITAT FOR El Ll HUMANI 7T( . 797 MAYPORT ROA 5/4"x 6" TRIM +0'-011 F.F. ATLANTIC BEACH, D 12 A FRONT ELEVATION -011 E4 A-200 SCALE: 1/4" RICH TE L U anne ver Architectural and interior Design F==3 Julianne N. Overby, R.A. 2452 Pullian Street Florida 32 Jacksonville Beach, 256 904-704-8628 Email: jnoverby@att.net. FL.AR-0017060 FL.ID-4621 r-----r- 12 T-L 777-7:777: LOIJVERE SCREEN WALL (NOT SHOWN LL : : -7-7' FOR CLARITY) >- Uj I T -777 -ELEVATION RIGHT k A �200 bO SCAL:'t 1/4" SCREEN WALL (NOT SHOWN FOR CLARITY) PROJECT NUMBER: BH14101 LEFT ELEVATION DATE ISSUED: NOVEMBER 25 ,2014 SCALE: 1/4" l'-O' REVISIONS: 2-6-16 PERMIT COMMENT REVISIONS 12 4 3 1 SHEET TITLE 7 EXTERIOR EVATIONS Nk u u :7 I I r MTL. STANDING SEAM ROOF MTL. STANDING SEAM ROOF SHEET NUMBER P.T. �x WOOD RAFTERS & GIRDER (TYP P.T. 2x WOOD RAFTERS & GIRDER JYP�.)P.7 4X4 WOOD BRACKETS (TY-P ) P.T.4X4 WOOD BRACKETS (TYP.) GLASS LIGHT EXTERIOR DOOR L___j GLASS LIGHT EXTERIOR DOCR =200 �� )v k 'CREEN WALL LOUVERED SCREEN WALL 4X4 WOOD' BRACKETS (TYP.) LOJVERED L PERMIT REAR ELEVATION FOR TRASH A/C UNIT P.T. 2x6 WOOD RAFTERS & COLLAR BEAM LOUVERED SCREEN WALL Habi EH EH GLASS LIGHT EXTERIOR DOOR-/ (A-20)0 SCALE: 1/4" V-0" P.T. 4X4 WOOD BRACKETS,(TYP.) f SET 40-! Beaches ATTACH 2" METAL t C—CHANNEL TO TOP OF GYPSUM LINER PANEL iCL OSB SHEATHING, USE FIRE—TREATED H a bl"t d� SEPARATION WALL PLYWOOD WHEN AT A MINIMUM DISTANCE OF 4' FROM FIRE WALL for Humanity' PRE—ENGINEERED WOOD ROOF TRUSSES BEACHES X Ile X X FIRE RESISTANCE RATINGS ANSI/UL 263 L.Li HABITAT FOR Design No. U336 < NOTE: NO ROOF PENETRATIONS HUMANITY December 06, 1996 co WITHIN 4'-0" OF FIRE WALL T ROAD Exposed to fire from separation wall side only < 797 MAYPOR Nonbearing Wall Rating — 2 Hr ALIGN TRUSSES WITH INSIDE Finish Rating — 120 Min �E; -1222 FAX (9011)241-43-10 (904) 241 EDGE OF FRAME WALL CONTINUE Y2" GYPSUM WALL SEPARATION WALL: (Max Height — 44 ft) 6 A BOARD TO ROOF DECK NOTCHED 1 . Floor, Intermediate or Top Wall — 2" wide channel shaped with 1 " long legs J. R-30 BLOWN AROUND WOOD TRUSS MEMBERS. ARCHITECT: form from No. 25 MSG galv steel, secured with suitable fasteners spaced 24" CELLULOSE APPLY INTUMESCENT COATING AT O.C. ALL PENETRATIONS. INSULATION 2. Metal Studs — Steel members formed from No. 25 MSG galv steel having Julianne N. Overby, ItA "H" shaped flange spaced 24" O.C.; overall depth 2" and flange width 1 -3/8". Architectural and Interior Design IT A 3. Gypsum Board* — Two layers of 1 " thick gypsum wallboard liner panels, supplied in nom 24" widths. Vertical edges of panels friction fitted into "H" .)Ullannc N. C . _') SHTC1 .; : ____1 24D_ C I . C: M 1/2" GYPSUM WALL shaped studs. BOARD 4 5 )�lcksorl\ 111c hc,,ich, 11()ncla 322:)() CANADIAN GYPSUM COMPANY — Type SLX. .063" USG ALUMINUM ANGLE CLIPS SPACED AS REQUIRED UNITED STATES GYPSUM COMPANY — Type SLX. "THERMARBER" INSULATION FIRE BLOCKING AS REQUIRED 3 PROTECTED WALL: (Bearing or Nonbearing Wall) 4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at (2) LAYERS 1 USC GYPSUM mid—height where necessary for clip attachment. Min 3/4" separation between LINER PANEL wood framing and fire separation wall. R11/19 FIBERGLASS E . BATT INSULATION 5. Gypsum Board — Classified or Unclassified — Min 1/2" thick, 4'-0" wide, 1 (3/4" MINIMUM) AIR SPACE co applied either horizontally or vertically. Wallboard attached to studs w/ 1 -1/4" CN long steel drywall nails spaces 8" O.C. Vertical joints located over studs. 4 CN 1/2" GYPSUM WALL BOARD OVER #2 (Optional) Joints covereJ with paper tape and joint compound. Nail heads covered with joint compound. SPF WOOD STUDS @ 16" O.C. 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and 2-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and LL 2" METAL H—CHANNEL with Type "W" screws 1 -1/4" long to wood framing through holes provided in clip. 23/32" T&C PLYWOOD 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space 1 " (3/4" MIN) AIRSPACE SPACE AS REQUIRED SUBFILOORING GLUED AND METAL ANGLE SCREWED OVER PRE—ENGINEERED clips a mas of 10'-0" O.C. vertically between wood framing and "H" studs. 0 WOOD FLOOR TRUSSES 2x SILL PLATE 6B. Clip placement (Item 6) for separation walls up to 44'-0" high. Space clips as described in Item 6A for upper 24'-0". Remaining wall area below requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H >- UJ :57'. 7Z�! studs. SECTION A—A\ Z < 00 - - - - - - - - - - - - - - - - *Bearing the UL Classification Mark LO Reprinted frorn the Online Cartificotions Directory. Copyright 2003 Undereribers Loborotod. Inc. PRE—ENGINEERED WOOD M: FLOOR TRUSS C:: -to Z SEE STRUCTURAL DRAWINGS m�:o Mff"M F 1/2" GYPSUM WALL BOARD PROJECT NUMBER: BH14101 1/2" GYPSUM WALL 2x6 STUD WALL @ 241, C. DATE ISSUED: NOVEMBER 25, 2014 211 BOARD OVER 2x #2 SPF .063" USG ALUMINUM ANGLE CLIPS — WOOD STUDS @ 16" O.C. W1 R-19 INSULATION — SPACED AS REQUIRED fi REVISIONS: 7 NON-COMBUSTIBLE SIDING OR R1 1 FIBERGLASS BATT 1/2" GYPSUM WALL BOARD ATTACH 2" METAL CHANNEL TO INSULATION STUCCO OVER APPROVED CONCRETE SLAB W/ 'PASLODE' 2x4 STUD WALL @ 24" O.C. HOUSE WRAP VAPOR BARRIER OR EQUIVALENT ANCHORS @ 24" 1 (3/4" MINIMUM) O.C. MAXIMUM AIR SPACE W/ R-13 INSULATION FIRE RETARDANT (2) LAYERS 1 USG PLYWOOD SHEATHING. EXTENDED 2x SILL PLATE W/ GYPSUM LINER PANEL FOAM SILL SEAL CN -0 HORIZIONTAL"DISTANCE BOTH SHEET TITLE 4 �.-_`:,OF SEPARATION WALL SIDES OF FIREWALC WALL 2" USG 'C' RUNNER U 2" USG`H' STUD SECTIO"e""INS 2X6 STUD WALL @ 24 O.C. 4 4 W/ R-19 INSULATION U 4 (2),_111" USG GYPSUM LINER PANEL AN (SEE SECTION-THROUGH DETAILS CONCRETE GRADE BEAM CL SEPARATION WALL (SEE FOUNDATION PLAN) SEPARATION WALL) SHEET NUMBER 0 U, (�_1� WALL SECTION PLAN DETAIL ��O�OSCALE: V-1)" SCALE: N.T.S. PERMIT SET � � - � -, - ,,- - -- �'3��-,- - �__� , - , - - ' '--,--- -, , , - , , �_ ,_,, .�� ,�,�;�` " -- - -- .1 � I � . ,I -t,; _ . �.. I- . 7�r�, "�Ir'--_%i_- �,, - I . . 11 � , I - I� - � . I - - . . - ,I-1-_ I - , �._i-_�! - ,_41�� .� -%-,- � . � - --I- - -,-,- - -Z I �a-- -,-- - � ,�,- .� � _�,I - I - � ,a:- .� :�� -,-_.�,�,,-1._-v 2�%-�,;7---"-,L -� - _�, I I _ I �:1 - �- __� .� . . . 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I I ' X I . 11 - � �- 2x PRESSURE TREATED PLA � �, _�, _�_. � �, DRAWINGS VUH uvvv I � . . - 1. . - I- -1 -, - . - I . -, .1 - - 1� I � . - - _ Wf � � .11" _)_ .. I � . � . I . : . � , - �� .1 � :,.-� _ -L I - - , ". I , �1.Z'- � . . : OVER FOAM SILL SEAL - SEE . . . . _. . ? - I � � I - , - - , , - -�: �_ '. , � I I ': 4 , � - . , . . . . I � _1 I �_ - '� I— ", . . � I., I I .. .. I - - � ! - .. 1�� * _��__' . , I- 7,I.- I � - L I ;14. . . � . . �_� , - � . - ,2,1�`�_L 1� �_, I 0 . I " � � I .. � , I � ,_7Ai ,... I .: - I , . I . I . e . �. - ` . �� .: � . . . . . , , - � - I �� I STRUCTURAL DRAWINGS F . - _< I DATE ISSUED: NOVEMBER 25 2014 1. � - �,� - 1� I- . I I 0 F\ _<-.. . I I ., : . . . . 1, � . `" - I . . . - � -� - - - �. �1_ , . I . I . - - ,.;. - I� I . I " - - 6 MIL VAPOR � /// . . I � - � .� ,� �� / MASTER I � �, - It -:-. -,�':- _n. - ".. . " .'. . . . 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