The URL can be used to link to this page

967 CAMELIA ST - NEW HOME DRAWINGS REQUIRED STORMVvIATER STORAGE VOLUME (PER CITY OF ATLA\JTIC'1 BEACH) PRE-DIEVELOPMENT RUNOFF VOLUME: DRAI NI AGE AREA -- 51w 1 0'2_ S�F. ST THE ENTIRE LOT DRA�'NS FROM THE EAST TO VVE TO CAMELIA STREET RATIONAL RUNOFF COEFFICIEN7, Cy -- 0.4 ENTIRE PRE-DEVELOPMENT SiT__ I'S) PERVIOUS 25 YR. 24 HR. RAINFALL DEPTH FOR ATLANTIC BEACH - 9.3 NCHEQ P1RE--DEV RUNOFF VOLU`v1E (0-40) X `5,102 S.F.) X (9-3 INCHES/12 INCHES/FOOT) 1 -82 C.F. P3ST-DEVELOPMENT RUNOFF \,JOLUME: DRAINIAGE AREA -- 11D,102 S,F. IMPERVIOUS AREA (ROOF, DRIVE-WAY & SIDEWALKS) 1 ,318 S.F. + 370 S.F. 1 ,688 S.F. PERV.OUS) AREA 5?102 S.F. - 126E8 _"S.F. 314-14 S.F. F WEIGHTED RATIONAL RUNOFF COEFFICIENT "C" - !/,4) X (3,414 S. .) + (-9 � X (1 ,688 S.F.)//5,102 S.F. -7 WEIGHTE) RATIONAL RUNOF- COEFFICIENT "C" - 0.Y 2 5 Y,`R. -- 2 4 H R. R A I N FA L L DEPTH FOR ATLANTIC BEACH 9.3 NCHES-' < RUNOFF VOLUME (0.57) X (5,102 S.F�) X (9.3 INCHES/12 INCHES , FOOT) 2,254 C. --. `_4 "'.F. 1 ,582 C. 6 7 2 C.F. REQUIRED STORAGE VOLUMt_: 2 2,'-) 0 PROVIDED STORA\3' E VOLUME: 689 C.F. > 672 C,F. OK SEWER LOT 65 BLOCK 183 I :I� MANHOLE rl- No. 975 0 E L EV.(7.74) SEWER CLEANOUT 0 _j > < < Lj FD, > 10 2.C 0'(PLAT) 11,12 IRON 4 LL CO�-ERED < FD. 3/4 IRON OPI�ONA'_ P&IST POSITIONS (LB 1674'.) Li TO LIN11 (6.61 CON"'RETE (NO 1 D.) 0.2 1 0 1 . 9 3 ' (F. M. WOOD FFNCF 0.e, POST `OPT�ONS: 2"Y4" OR 2 1 12" MIN, ')0 J; S I F 1, I_ 1 .3,1 B S., I I*. M I N. D IA, W, -7 7 < A,o Pos T y 4) -10 S.F. POSI ,I (("\0 N1 I I) C/ I.. Fi LTER 20' TO'AARD FLOW CD EAVES 1 .0, 7 FABRIC > ,Ln F_ FILTER FABRIC (7.40 vo I Lj_J 0 I_ T LIJ Y ,7AWW� "0A K /X� Lj o I GRADL 0 C�3 < 9"OAK 2 00 (,ai PRCPOSED SFH T 10.50 cn ELEVAI'ION 0 N / / 0-- 3: n SECTION u 0 Q0 > K 0 c� 0 1- YP 2 rK I t 1 0) 0 00 Ln ic) c� 1 �31 M N C-)I I A _j Ln 0 0 C cf)c c �Nl WAY C) I : Ln i) \y EROSI!ON CON-RCL N 0 TE S: 27"HCKORY MU,rj E,' UR91'') ANO L11-1 FO� MORF 'HAN 3G DAYS 1. A'1 �RF SLEDED AND ...... MULCHILD' UNL.LSS '014-RWISE NOFED. CONTRACTOR MUST MAINTAIN 'NEWLY GRADED 0 AREAS AND REPAIR AREAS WHERE SETTLI'�G AND EROSION HAVE OC(,VRRFD. V) 8"OAK F C_ �) F N 0 2. [`,\ON__RAC_'_OR MUST PROVID[� All MA_'FRIA 9) AND 11AKf WHA_rFVi_'R MIANS NI_Ci'��)';/�RY 110 1,:RI'Vfr � ')N ADJAC -ROSION 0I 1,NI' (N' N'I I I[ 'A '\)I' S: DIM:' NI` I NT AND OAK 4,'ON )IrRO "OAP DOWNS I R i AM t 1-_)LR'f i.,S. CONIRAC�OR MLJ�'I_ IMPLI-MLNI AND PROVIDL SUIIABLL 15 8"OAK (NO D.1 EROSION CONTROL MEASURES (I.E. SEDIVENTATION BARRIERS, HAYBA ES, 6 OAK' EXISTING SPOT ELEVATIONS 7"r)AV S. S.F. U F. SILTATION CURTAINS, TEMPORARY DETENTION DISTILLING BASINS, ETC.) TO FNSURF THF CONTROI. OF STORMWA7FR R- UNOFF, THIS PIAN rF5C,0IF3FS THF MINIMUM (9.6) 1:D"OAK c 0 (9.6 ------- _�i X.- S.F. 0 AMOON] 'A ROSkON PRO I I CI ION R1 QUIRI I' i3Y 1';�OPOSI D ACIIVI I I[ IN I I-V['�\I OF L'N' ORS[1,N LROSION, 01HER !ALASURLS OF LRCSION CONI`Ro�_ (EROSION Q) 7. 171 FD, 1112 �,IRON 101 . 96 (F_iV .) FD. 2 IRON ACTIV[FIES� SUCH AS THOSE LIS71 7 ED ABOVE) WILL BE REWRED, FINAL GRADES ITYr (7. 2) ( LB 5488) (NO 1.D.) TI TOP OF 10 2.0 0; (P I-AT) 3. TURBID BARRIERS MUST BE INSTALLED AT ALL LOCA ONS WHERE THE t 6�y POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATERBODY CONTRACTOR SHALL INSTA: L AND NI L CURB 1AINTAIN 'S DJE TO THE PROPCSED WORK. TURBIDITY BARRIERS MUST REMAIN IN PLACE T11 EXIS! _NCE_ SILT FE, SILT FIENICE ('S�EE DEA AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND SCILS ARE STABILIZED S.F. _R TH-_ PE"'T'[-F 'Nl'-'-r BF AND VFGf-TATION HAS BEEN ESTABLISHED. T I-i ER FA FT E L RESPONS19LE FOR '111E I'RFVOVk OF' THE BARRILRS. T c\j BM 4. PERN-1ANEAT VEGETATIVE COVER ')IUS1 BE ESTABLISHED ON -�LL TXPCSED LAND s k.le ACES WITHIN ONE YEAR FROM THE DATE THE CONSTRUCTION IS COMPLETI SURF NAIL & 1)1 __RAC__OR SHALL PLACE SILT FEN"'1'.E AS SHOWN ON THE PLAN E L EV.(7-8 2 Lij 5. "�ON Li LOT 2 ENT OF CONSTRUCTION. PRIOR TC! NAVC (88) COMMENCEME INcn ALL ROOF RUNOFF SHALL BE COLLEC`TED IN C-LJTERS. ALL DOWNSPOUTS T FROM CUT ERS !�:)HALL BE CONNECTED To STORN/IWATER RESERVOIR. 0-) 0 0 SURVEYOR : Ln INC . ECK LAND SURVEYORS , 1660 EMERSON 'STREEET JACKSCNVI.-LE, FLORIDA 32207 396-6-'.34 FAX (904.) 396-9997 9th S IT 'F- E E F1 FOO- PIGHT- 0E- '4/AY' I NMI m m F COPY ILE - DEVELOPMENT DRAINAGE PLAN POST (--N.IONSTRUCTION PLANS DESIGNED BY: PROJECT Nb DRAWING: SITE\KEVIN MARTIN BEGONIA OF Y I \CAMELIA ST DRAINAGE A R ENGINEERING ry SITE DRAINAGE 'IMPROVEMENTS DRAV%1N BY: FIELD BOOK No , PAGE(S) FOR C:n IN 0. -.12b OF FLORIDA., INC, XCHOR PROPOSED RESIDENCE NCHO C, GINEERING AT s 0 SCALE: I VIL ENG 4c cl INEERING - 10 OF FLORMA, IYC. c ELIA STREET PR RON a TE: 4OW-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (904)388-1259 DA f4hk2 4:2 ? A-1-LANTIC BEACH FLORIDA N DATE REVISION BY A NEW HOME FOR : 0 0 LLI N x cq V) v) LO PI_ V) LO < 04 0 1 00 0 0 0 _j LL_ 967 967 CAMELIA STREET 0 Z Lj cn _j __j _j =� Lj LLJ 0 > z TI A DA T_ Z 0 0 m cD v) a- 14- v < 00 PO < k ATLAN C BE CH FLORI &EMMAtL STMICTUMAtL NOTES L157 0�= ::�RA�NIN65 15UILPIN6 Hr=16HTS AN=) AREAS < 1. CODES: FLORIDA BUILDING CODE 2014 AND ASCE-7-10 D WG. N 0. TITLE MAX. BUILDING HEIGHT: 36 FROM F.F.E. ry AMERICAN CONCRETE INSTITUTE 0 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION C-1 COVER SHEET _j 2. LIVE LOADS: HEATED SQ. FT. ROOR 20 PSF A-1 FIRST / SECOND FLOOR PLAN HEATED FIRST FLOOR SQ. FT. 632 SF SECOND FLOOR: 40 PSF A-2 FOUNDATION PLAN HEATED SECOND FLOOR SQ. FT. 999 SF STAIR: 40 PSF A-3 EXTERIOR ELEVATIONS 3. WIND LOADS: SEE WINDLOAD CHART A-4 SECTIONS TOTAL HEATED SQ. FT. 1,631 SF 4. ALLOWABLE SOIL BEARING: 2500 PSF A-5 SECTIONS 5. SOIL COMPAC11ON: SOIL UNDER SLAB ON GRADE AND FOUNDATION SHALI BE COMPACTED A-6 MISC. DETAILS NON-HEATED SQ. FT. TO 95% MODIFIED PROCTOR MAX. DRY DENSITY ( ASTM D-1557 ) CONTRACTOR SHALL SUBMIT DENSITY REPORT TO OWNER OR ENGINES. E-1 POWER PLAN NON-HEATED GARAGE 475 S.F. 6. MATERIALS: CONCRETE ( NORMAL WEIGHT - 28 DAYS 3,000 PSI NON-HEATED FRONT PORCH 54 S.F. REINFORCING BAR ASTM A615, GR 60 NON-HEATED REAR PORCH 113 S.F. WELDED WIRE FABRIC ASTM A185 Ljj ANCHOR BOLTS ASTM A307 OR A36 TOTAL NON-HEATED SQ. FT. 642 S.F. V) Lij WOOD MEMBERS FOR BEAMS AND POST #2 SYP V) WOOD MEMBERS FOR FOR STUDS #2 SPF OR BETTER MICROLLAM 1.9E 7r 7. CONCRETE: TOTAL BUILDING FOOTPRINT 1,274 S.F. LjJ ry ALL CONCRETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION. m LLJ FOOTINGS 3$D00 PSI < > SLAB ON GRADE 31 000 PSI 0 ALL OTHER CONCRETE 39000 PSI SPLICES IN REINFORCING WHERE PERMITTED SHALL BE-AS FOLLOWS 0 CONCRETE 50 BAR DIAMETERS NTH WIRE TIES MASONRY 48 BAR DIAMETERS NTH ORE TIES UNLESS OTHERWISE SHOWN ON DRAWINGS. MINIMUM CONCRETE COVER FOR REINFORCING 0) SHALL BE AS FOLLOWS CAST AGAINST EARTH 3 SLAB ON GRADE CENTERED EXPOSED TO EARTH OR WEATHER: #6 THRU #11 BARS-2 a #5 AND SMALLER-1 1/2 ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING A17ICo IvTNTILATION CALCULATIONS: 0 DIAGRAMS AND PLACING DETAILS OF ACI 315 STANDARDS AND SPECIFICATIONS. ALL REINFORCING < STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE ATTIC SQUARE FOOTAGE Ld EPDXY ADHESIVE FOR FASTENING BOLTS, REBAR OR DOWELS IN CONCRETE SHALL BE m EITHER Hilt! HIT HY 200 R OR A OR RAMSET EPCON CERAMIC 6. 15' X 14� = 210 DRILL AND EPDXY USING SIMPSON EPDXY, TYP. 210 DIVIDED BY 150 = 1.4 S.F. 8. MASONRY: 3.57 X 144 201.6 SQUARE INCHES CONCRETE MASONRY UNIT ASTM C90, fm = 1500 PSI INTAKE MORTAR ASTM C270, TYPE "So GROUT ASTM C476 201.6 X .50 100.8 SQUARE INCHES ALL GROUT SHALL BE A SHRINKAGE COMPENSATING PRE-MIX TYPE CONSISTING OF NON- METALLIC EXHAUST AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS 201.6 X .50 100.8 SQUARE INCHES MASONRY REINFORCING: LAPS ( TYP. U.O.N. ) 48 BAR DIAMETER (1) 6' OF-RIDGE VENT REQUIRED J HORIZONTAL REINFORCINC ASTM A-951, 9 GA. MIN. LADDER TYPE AT 16* O.C. BRICK TIES AND MASONRY ANCHORS DUR-O-WALL OR APPROVED EQUAL TEMPORARY SHORING FOR ALL EXTERIOR WALLS SHALL REMAIN IN PLACE AND CONNECTED ELIMINATING CANTILEVER ACTION OF THE WALLS UN11L FINAL CONNECTIONS ARE COMPLETED EPDXY ADHEASIVE FOR FASTENING BOLTS, REBAR OR DOWELS IN CONCRETE SHALL BE EITHER Hflti HIT HY 200 R OR A OR RAMSET EPCON CERAMIC 6. Y41ND LOAD NOTES �'u 9. TIMBER: CODES: FLORIDA BUILDING CODE 2014 z AND ASCE-7-10 0 ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED AS PER AITC AND TPI AND NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUC11ON REVIEWED FOR CODE COMPLIANCa ULTIMATE DESIGN WIND SPEED Vult. 130 MPH cf- PROVIDE TEMPORARY TOP CORD BRACING UN11L ROOF SHEATHING IS IN PLACE CITY OF ATLANTIC BEACH 0 ALL WOOD MEMBERS EXPOSED TO WEATHER TO BE PRESSURE TREATED BUILDING RISK CATEGORY: 11 cn SEE PERMITS FOR ADIDMONAIL w PRE-ENGINEERED WOOD TRUSSES SHALL CONFORM WITH TRUSS PLATE INS11TUTE STANDARD WITH PROPER DEAD, WIND IMPORTANCE FACTOR: 1 = 1.0 REQUIREMENTS AND CONDMONS LIVE AND WIND LOADS. DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED WIND EXPOSURE: C IN THE STATE OF FL ENCLOSURE: ENCLOSED BUILDING REVIEWEIDsy--,.121b;�,�o PROVIDE HURRICANE CLIPS AT BOTH ENS OF EACH RAFTER AND TRUSS INTERNAL PRESSURE COEFFIENT: GCpI = + .18 OR .18 SEE CONECTOR SCHEDULE FOR UPLIFT RESISTANCE HARDWARE AND INSTALLATION WIND PRESSURE TO COMPONENTS AND CLADDING: MEAN ROOF HT. 25' ANCHOR ENGINEERING cr narsk m w END ZONE = 6.V CIVIL ENGINEERING WALL ZONE AREAS (SF) WIND LOADS PSF 4000-11 ST. JOHNS AVENK FLORIDA POSITIVE SUCTION (04) MB-IM MM PWI INTERIOR 10 + 41.0 44.6 fA*" J. 80NOM^ P.L 24= 20 + 39.2 42.7 50 + 36.7 40.2 JOB No. J1610 100 + 35.0 38.3 C, jw END ZONE 10 + 41.0 55.0 20 + 39.2 51.3 S P H 8 0 DRAWN: iwi 50 + 36.7 46.3 NN 100 + 35.0 42.7 E N DATE: 03-17-16 NOTE: '�g - No. 242 AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 j� CONTRACTOR IS RESPONSIBLE FOR INSURING THAT F.F.E. IS 1'-0" ABOVE SCALE: SHOWN 0 FEMA 100 YR. FLOOD ELEVATION 131D'� -e,, DRAWING NO. q1 Ij al%h 1 GENERAL NOTES 1. IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN 0 CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF SEWER LOT 69 BLOCK 183 CONSTRUCTION AND OCCUPANCY.CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. MANHOLE No. 975 < 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CD ELEV. (7. 74) SEWER 0 DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. CLEANOUT __j CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE ENGINEER U) PRIOR TO COMMENCING WORK. Ld I I > Lu 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE FD. 1 /2 < < > 102. 00)(PLAT) w 0 WORK ALL INSERTS,ANCHORS,ANGLES, PLATES,OPENINGS, 0 .0 IRON Ld COVERED < -TO LINE FD. 3/4 IRON SLEEVES, HANGARS, SLAB DEPRESSIONS,AND PITCHES AS (LB 1674) LLJ,- MAY BE REQUIRED TO ATTACHE AND ACCOMMODATE OTHER 0 (6. 61 ) 44" 1 ONCRETE z 9 (NO 1.D.) WORK. 0.2' 0.1 1 01 * 93 (F. M . 61 WOOD ENCE /1110.6 4.THESE DOCUMENTS,AS INSTRUMENTS OF SERVICE,ARE 'A If 17 THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR *__(7. 74) 0 0 20"OA < REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF 0 C/L (9. 5) (9. 7) 5.1 5.0 (9. 8) THE ENGINEER. 5.3 EAVES 20.5 -On- < 5.ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS o 00 - - - - - - - - - - - - - - - - - - - .. ARE iNTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO OCC34 0 . ui w u APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK, (7. 40) ry 70 6"OAK 0\ w ---mmw- . 7.5 0 Li -1 EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. EOP 18"OAK 31 .7 6. SUBSURFACE SOIL CONDITION INFORMATION IS NOT 18"HICKO Y b 0 AVAILABLE. FOUNDATIONS ARE DESIGNED FOR A 2000 PSF D 9"OAK SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY C) DIFFERING CONDITIONS TO THE ENGINEER PRIOR TO 0 COMMENCING WORK. 7.5 PROPOSED SFH 0 12"OAK 9"OAK 7. CONTRACTOR WILL INCORPORATE ALL NECESSARY __j (0 LOCAUSTATE/FEDERAL BUILDING, FIRE,AND HANDICAP m FFE 9.00 < CODES INTO THE DESIGN AND BASE PROPOSAL FOR A COMPLETE TURN-KEY PROJECT. ct� Ell D 0 0 1 2"OAK 8. PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN C) 0 CONDITION WITH ALL TRASH AND DEBRIS REMOVED FROM 0 3 OAK 3 A < 12 ALM SITE.ALL WINDOWS AND CLASS CLEAN,ALL FLOORS CLEAN, L0 0 01 0 ALL HORIZONTAL SURFACES DUSTED AND CLEANED,AND ALL 00 6"MAGNOLIA 0 PLUMBING AND TOILET FIXTURES CLEAN AND IN GOOD Lo 16.0 0 0 . 35.2 6 WORKING ORDER. DRIVEWAY 14"TWIN 0 0 < Lc) 9. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A OAKS 27"HICKORY REGULAR BASIS. DO NOT ALLOW TO ACCUMULATE. 10. CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES .0 44 20.0 ONO-_ AND TAXES. 7 / 0 11. DIMENSIONS INDICATED ON THE DRAWINGS IN S L A B 8"OAK REFERENCE TO EXISTING CONDITIONS ARE THE BEST 28.5 AVAILABLE DATE OBTAINABLE, BUT ARE NOT GUARANTEED. 17.4 BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE &4 OAK 00 FD. 1 /2 IRON DATA INVOLVED,THE CONTRACTOR SHALL FIELD CHECK AND <0 0 c� VERIFY ALL DIMENSIONS,GRADES, LINES, LEVELS,OR OTHER 15"OAK 10.3 10.3 8"OAK 0 (NO 1.D.) CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID 10.0 COAK CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY c� 7"OAK 7"OAK THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR (9.6) 6"OAK (9. 6) (9.8)0.1 TO ADEQUATE VERIFICATION OF APPLICABLE DATA,AT 0 RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS,SHALL BE FD. 1 /2 IRON 1 .8 ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT (7. 71 ) 101 * 96 ' ( F. M . ) FD. 2 IRON OR COMPENSATION BY THE OWNER. (7. 82) TOP OF (LB 5488) (NO 1.D.) 12.A DESIGNATED LOCATION FOR STORAGE OF 102. 00'(PLAT) CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE C/L CUR3 DETERMINED BY THE OWNER AND IDENTIFIED AT THE <� PRE-CONSTRUCTION MEETING. 13. CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETION OF WORK. FREE ACCESS TO ALL PARTS OF THE BUILDING IS NOT ALLOWED. TBIVI 14. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING NAIL & DISK 2- DELIVERY, RECEIVING, UNLOADING, UNCRATING, SORTING, ELEV.(7. 82) 0 SETTING IN PLACE,AND PROTECTING FROM DAMAGE ALL LLJ LOT 2 1 NEWEQUIPMENT FURNISHED BY THE CONTRACTOR.THIS LLJ SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO NAVD (88) ry THE CONTRACTOR. c- GENERAL SOIL NOTES _f__j U) 1.TERMITE PROTECTION SHALL BE PROVIDED BY 0 REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS,AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 0 PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, cq A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED 0 BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. GENERAL NOTES 2. PROTECTION TO BE DONE AFTER ALL EXCAVATION, 9th STREET BACKFILLING AND COMPACTION IS COMPLETE. 1. FINISHED FLOOR TO BE A MIN. 12"ABOVE CROWN OR ROAD. 3. DISTURBED SOIL TREATMENT MUST BE RETREATED. 2.FINISHED FLOOR TO BE MIN 8"ABOVE GRADE. FILE COFY 4.TREATMENT SHALL BE PROTECTED FROM RAINFALL BY 6 3. DRIVEWAY AND SIDEWALK TO BE 4"CONCRETE SLAB WITH ( 50 . 0 FOOT RIGHT- OF- WAY) PROJECT 967CAMELIA MIL VAPOR BARRIER. IF RAINFALL OCCURS BEFORE BARRIER 6X6,#10/10 OR FIBERMESH REINFORCED OVER CLEAN PLACEMENT, SOIL MUST BE RETREATED. DESIGNED: RB 80 COMPACTED FILL. DRAWN: KCM 5. PROTECTIVE SLEEVES AROUND METALLIC PIPING EIV * ' PENETRATING CONCRETE SLAB-ON-GRADE FLOORS SHALL BE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING \c NON-CELLULOSE CONTAINING MATERIALS AND RECEIVE AN THAT THE SITE HAS A MINIMUM BEARING CAPACITY OF 2,000 SCALE: AS-NOTED No. 242= 0-S: Z7 APPLICATION OF TERMITICIDE IN ANNULAR SPACE BETWEEN PSF. ENGINEER OF RECORD: RONAID J. BONGIOVANNI, PE #24255 Qz _7 0:=" 4 ISSUED: 3/14/16 SLEEVE AND PIPE. SITE PLAN ANCHOR ENGINEERING OF FLORIDA, INC. NMR SCALE: 1:8 REVISION: N/A CIVIL ENGINEERING k&ERM Or HA 4000-11 ST. JOHNS AVENUE JACKSONVELIZ, FlOREDA 32205 SHEET AUTH. # 5143 SrrE I t 29#-4-w 10 01 15 I—oil J 12 I—ON 2#-4 SO 10 J Lo 0 I-opt 6 6_00 0 01 C*4 of K) Lo 7#-60 00 169-6" 3'-0* V) Lo < C*4 co 0 0 0 W) 34$—on 2030 SH _j I log, OLI LL 15$—ON 19 0_00 01 R&S z Ld 01 �o _j _j _j $—ON V) _j 12 29-4" 4!—Bw w 0 5; W.I.C. W.C. z 10 .4 $-of# Z C) SO CH=9 CH=9'—Vol 0 3: 16-54 Loo 8 co V) (L (2) 3050 SH 14- _Y $—on $—on 1 —1 1 < 00 0 x 6 6 ZI < e- 01 $—ON 2068 PKT. 10 4 7pol 60 A-4 6'1 4 0 J 00 .4 Go cc /BATH Co cq % (2) MSTA24------- cq cn 6X6 POST W/ 1X WRAP 22XI20 cn 2X12 W/11/211 PLWD. LIN. 0 MASTER BEDROOM CH=9'—O* LOW WALL—/ cb (2) 2X1 2 W/ 1/2" PLWD. Ila op ob ri a 3'-6* 1 CONC. SLAB 2 12 oo ------j _j I HUCS210-2 REAR PORCH HB A 4 S-104 LL. T (2) 4050 SH 50-24 5 m CH=9'—e % % cn co < No CONC. SLAB I Q: Lo N R % v!" ry C4 co % If— :1 SHOWER 0 x Go 00 _a MTS24 cq BEDROOM 2 . CH=9'—O* A DIN!NG ROOM , % co % Lj— CH=9'—O* 8 C14 8'-104 m cn (D I z lo co w.1.c < 7'-6 —00 I CH=9' — _jj 2068 39-6" F, Go BATH 2 Co ISLAND 0 0 1 " co �e -1 N A C4 CH=9'—O* Mw X 72" LANDING % ab 22X36 TUB 1E1I I cn 1 "N LINEN IN%t—�4 ri E3 GREAT ROOM SHELVES Co cn m KITCHEN CONC. SLAB CD cqm DW Qf 0 to j% CH=9'—O" CH=9'—O* _j CD WALL 42* AFF 1-— 0 2668 a LOW WALL W/ WD. CAP S VE W/ HOOD C) S-6 V) _j C> LOFT -0 Rll < 0- - 104 REF. 0 CH=9'—O" 2 in NV......... N X. N N 110-7 \��-4 Li z larl a 3 oo BEDROOM 3 10 3 U-) co DN CH=9'—O* 5 LANDIN ARCH TOP m a cq —f !a-t G co S— LANDING - 16RJ7 5" UP VARIES 15 T 11 11 16 (2) 3040 SH H 3068 % NOTE: c4% 11111 11 d f 6n CURB % LL_ cn 1. DOOR FROM GARAGE TO W lo lo (2) 3050 SH WALL HT. 5 C3 0- 11 Jv HOME INTERIOR TO HAVE cn a oz 20 8 SELF CLOSING DEMCE 2. DOOR TO BE 3068 co C4 < (20 MIN. RATED DOOR) 2 4!—l* lo'-111 7'-2* Ld 0 — I m 0 GARAGE t—�4 CH=9—e 22X36 FOYER a I—Ols HB CH=9'—O* 2' 31 12 Lc) 7 �_: I Id 11 1/2" THREADED ROD .4 Ci- I POW Ek ao 11 0 48" O.C. MAX. TYP. 7$-1 7'-104 14!-4 MTS24----- 10 SECOND FLOOR ABOVE— ALL CORNERS AND ol cc 10 C4 EA SIDE OF WALL OPENINGS < r 29 co 3 510 ol S-4j" 3050 SH (2) 2X12 W/ 1/2' PLWD;--- S-81 1cq_X; cc 6X6 POST W/ 1X WRAP NT P 16' X 7* OHD HUCS2lO-2______ c*4 SECONIP FLOOR PLAN CH=9'—e T, CONC. SLAB co (2) 1 3/4" X 11 1/4 LVL 1/4 of i$—Olt (2) 2X12 W/ 1/21' PLWD. I �4 F Y11m '\\Im 8 n_ _ 2XM 5 H. 2068 V. ,1i z 0 (2) MSTA24 a- 6 6* CONC. DRIVE—\ 10 U) in 7'—1 4!-24' 221-8m .4 11 9-94 a 221-21 a or 10 J, m-on FILE COP 10 ANCHOR ENGINEERING CGNC. WALK OF nxwjm m CIVIL ENGINEERING dr =I 4OW-11 ST. JOHN AVENM FU)F" 30-12M AM #N41 NOTES: NA" J. SONOKPOM4 P.L 24M WOOD STAIR MAX. RISER HT. 7 31e JOB NO. A 610 NOTE: MIN. 'READ WIDTH 10" DENOTES DOUBLE SHEATHING WOOD GUARDRAIL W/ 7/16' OSI3 MIN. HT. 36" DRAWN: Jwj S P H 8 0, 2X2 WD. PICKETS 0 4w O.C. CENS HANDRAIL .61 ;r - r= AALL Lr=6r=Nr 1 1/4" MIN. DIA. DATE. 03-17-16 No. 242 FAST FLOOR PLAN 34" MIN. 38" MAX. HT. EXISTING WALL TO R MAIN 1 1/2, CLEAR FROM WALL SCALE: SHOM 1/4 N NEW WOOD FRAMED NALL F Ike DRAWING NO. 1 FINISH GRADE— 4" CONC. SLAB 34!-0" 15#—on 19$—on A 4. op DOOR JAMB BEYOND OVERHEAD DOOR SYSTEM 10 u') 12—on 21-4! 4!-8* 0 CD L# L# 4" CONC. SLAB 0 04 W/ 6 X 6 X W 1.4 X W 1.4 WWF cn LO 150-51 TOP OF DRIVEWAY OR FIBER MESH LO SLOPE < c*4 \�COMPACTED, POISONED FILL P 6" 4 ,.-L- 6" 0 1 1/8" PER FT. CO (2) #5 BAR CONT. 2 0 0 0 W) —ON do 01 V) % % % % �s z Ld 0 6 MIL VAPOR BARRIER TO HAVE r 4!--Op _j _j CONC r=rpcvrz rpr=TA I L MIN. 6' LAP JOINTS, TAPE AND _j _j 0 uj z 99 is—off (2) #5 BAR CONT. SEAL ALL JOINTS AND PENETRATIONS SIMPSON ABU66 -Lj 7: Z 0 A-2 3/4 1$-ON POST ANCHOR N 0 m 01 COMPACTED, POISONED FILL (0 V) 13- co 14- v 1 00 0 NOTE: T 4" CONC. W, < < a6 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 4" CONC. 2. MAINTAIN 3" COVERAGE ON REBAR t'5'*N THlC.Kr=NrzP FOOTINISP 1/201 GYP. BD. 2X4 STUDS 0 16" OC SPF #2 3/4 1 I—Of$ 6" aco DRILL AND EPDXY (1) 1/2" DIA. X 10" THREADED ROD 0 48- O.C. W/ 1" DIA. WASHER ( MIN. 6' EMBED 2X4 P.T. BASE PLATE CONC. SLAB a W/ 6 X 6 X W 1.4 X W 1.4 WWF OR FIBER MESH �4 ry 0 A CONC. CON 1/88 X 1 SAWCUT C. SLAB 117.7 7_7 77_.� WWF- 4" CONC. r2 THICKENED SLAB A-2 8 00 6 MIL VAPOR BARRIER TO HAVE MIN. 6' LAP JOINTS, TAPE AND (2) #5 BARS CON . SEAL ALL JOINTS AND PENETRATIONS 8 1 8—in op 11-4" COMPACTED, POISONED FILL 10 01 THICKENED SLAB NOTE: z 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRA 2. MAINTAIN 3" COVERAGE ON REBAR Ljj _j Lij INTERIOR LOAP BeARINIS-7 FOOTIN& 1 r3 of i I r6 CONTROL J I NT vr=TA I L 011 13—90 JX 4!-4" 1 1 3/4 —of$ t$ I I 2 3 is—off A-2 w ffi THICKENED SLAB 6w a Ld I-__ LO < a 4" CONC. I 4* CONC. SLAB V_ cq W/ 6 X 6 X W 1.4 X W 1.4 WWF SLOPE OR FIBER MESH 1/8x PER FT. 4�-4 22—4y 4 �2 01 _j 0) A illilljllllllllllllllillillillillillillilliiiiiiiiiilli 6 MIL VAPOR BARRIER TO HAVE 00 MIN. 6' LAP JOINTS, TAPE AND _cq SEAL ALL JOINTS AND PENETRATIONS 139-41 16#—on 3 t_3 COMPACTED, POISONED FILL----\ 1 11 f L _j (2) #5 BARS CONT. I I C4-N I _71- 8* 8" *,*1 NOTE: SIMPSON ABU66 NC;--j C) 1. BOTTOM OF FOOTING TO BE MIN. 12' BELOW GRADE POST ANCHOR co .1 19-4" op 2. MAINTAIN 3' COVERAGE ON REBAR L "_N I I — % % a %, % oco m aw -I N 'j % 3 FOOT I N6 PETA I L STEPPOAN % z A-2 —2 r3 A-2 3/4 1 I—Oss 5 2 ' 4 A-2 6" e-7VLA—2 A—�2 6" 4jwt� 0� 1.� I < 7_1 1 49-21" 229-8w 11 9-9 SO 221-2 0 10 M-0 a DRILL AND EPDXY (1) 5/8- DIA. X 10 a THREADED ROD W� 1 SO DIA. WASHER ( MIN. 61, EMBED 6X6 P.T. POST SIMPSON ABU66 POST ANCHOR FOUN17ATION PLAN z 0 6 so 1/4 1 1-099 L e CONC. SLAB cr_ 0 W/ 6 X 6 X W 1.4 X W 1.4 WWF (n FINISH GRADE.:—\ OR FIBER MESH z 777. A. ANCHOR ENGINEERING 1 6 MIL VAPOR BARRIER TO HAVE or napok mm 1-4 ...i "-.A 1 MIN. 6" LAP JOINTS, TAPE AND CIVIL ENGINEERING IF .,-' -r� -4. .. ". SEAL ALL JOINTS AND PENETRATIONS 4OW-11 ST. JOHNS AVENUE JACKSONYLLE, FLORIDA A, ' *,' 7 6 Mil cl "4) MB-IM NM #Wl \—COMPACTED, POISONED FILL---- ROOM %L BON00084 PX 24M (3) #5 BARS E.W. 2'-0" X 2'-0* NOTE: I I I . 1. BOTTOM OF FOOTING TO BE MIN. 12' BELOW GRADE JOB NO. J1610 2. MAINTAIN 30 COVERAGE ON REBAR DRAWN: iwi s�_P H 10 r4 THICKENED FOOTIN6 PETAL %�CEN 6;' DATE: 03-17-16 A-2 3/4 No. 242 SCALE: SHOWN DRAWING NO. At A- 2 rF SHINGLE ROOl %% Lo 0 0 12 SHINGLE ROOF cn LO < 04 0geol- 1 0 00 V_ 0 0 00poo- 3: _j -.00 1000.g!!!� 11110000— ode V) 0 00� 4 HARDIE-LAP SIDING-=� z Ld oe _j N PLATE HT. 09!!!fi PLATE HT. -j Lj % C/O 2: Z 0 0 m (0 V) (L HARDIE-LAP SIDING I* y < 00 q HARDIE-LAP SIDIN 0000 5X5 FLASHING 0geof, cq ogef: 0- ;0 F.F.E. F.F.E. ogef: 09!!O-F- I L PLATE HT. PLATE HT. % c) r1o, HARDIE-LAP SIDING=� 6X6 POST POST W/ 1X WRAP 1X WRAP- 6X6 POST W/ 1 X WRAP FINISH GRADE FINISH GRADE F.F.E. F.F.E. IRONT ELEVATION R.16HT SIPE ELEVATION 1/4 it-off 1/4 1 1-099 Lli Z Of 0 F- < I Lij Ld ,a Q� co �J� I < 0 0 cr LLJ F- X 0) LJJ SHINGLE ROOF SHINGLE ROOF 61 12 Ld m 61 12 _;;111111110-.00 111111111111 PLATE H* PLATE HT. 0 HARDIE-LAP SIDING--/ ab LL ___j 5X5 FLASHING ........... HARDIE-LAP SIDING a ZZ z 0 12 F. E. F.F.E. PLATE H" PLATE HT. % ab POST 1 X WRAP 0 0 MPOST 6X6 POST FINISH GRADE W/ 1X WRAP FINISH GRADE—'\ W/ 1 X WRAP F.F.I- F.F.E. JOB NO. J1610 LEPT SIPE ELEVATION AR .MLEVATION co> DRAWN: Jwj of i I—opt of it—off P H 1/4 1/4 03-17-16 DATE \,\CENS No. 24255 SCALE: SHOWN DRAWING NO. Olt At A- 3 1 X2 P.T. ASPHALT SHINGLES W/ CONT. MTL DRIP H2.5A 30# FELT /16* OSB ROOF DECK ASPHALT SHINGLES 30# FELT H2.5A 1 X2 P.T. 2X6 P.T. FASCIA 7/16" OSB ROOF DECK W/ CONT. MTL DRIP ROOF DECK NAILING PATTERN: 0 L7 r EDGE: 8d 0 4' O.C. 2X6 P.T. FASCIA 0 1-00 0 FIELD: 8d 0 6* O.C. K) LO 2X4 LOOKOUTS 0 2 4m O.C. WITHIN 48* OF GABLES V) �t r�_ W/ 3/8* PLYWOOD SOFFITU V) LO < C*4 2X4 LOOKOUTS 0 2'-Om O.C. 00 9-00 ROOF DECK NAILING PATTERN: W/ 3/8" PLYWOOD SOFFIT V_ 1 - ol PRE-ENGINEERED ROOF 4' O.C. 0 0 0 TRUSSES 0 24' O.C. EDGE: 8d 0 3r. _j FIELD: 8d 0 6* O.C. V) LL_ -ON 4m O.C. WITHIN 48" OF GABLES PRE-EN(I EERED ROOF 1 z w cn I TRUSSES 24" O.C. _j NOTE: V) w 0 > z SEE CONNECTOR SCHEDULE FOR -r Z 0 REQUIRED TRUSS CONNECTOR => 0 TO FRAMING V) HARDIE-LAP SIDING < OD PLATE HT. )I PLATE HT. 7/16w OSI3 WALL SHEATHING ( PANELS TO BE INSTALLED HORIZ. R-38 BATT. INSULATION HOUSE WRAP -R-38 BATT. INSULATION 1/2* GYP. BD. CEILING NOTE: 1/20 GYP. BD. CEILJNG 2-2X4 TOP PLATES (SYP #2) SEE CONNECTOR SCHEDULE FOR 2-2X4 TOP PLATES (SYP #2) REQUIRED TRUSS CONNECTOR TO FRAMING ROOF DECK NAILING PATTERN: EDGE:- 8d 0 4.* O.C. FIELD: 8d 0 6* O.C. < 4' O.C. WITHIN ON OF GABLES C) 0 5X5 FLASHING ASPHALT SHINGLES I R-13 BATT. INSULATION 30# FELT Li- 7/16' OSB ROOF DECK H2 5A 1 X2 P.T. 1/2w GYP. BD. W/ CONT. MTL DRIP HARDIE-LAP SIDING 2X4 STUD 0 16m O.C. ( SPF #2 ab R-13 BATT. INSULATION a b 7/16" OSB WALL SHEATHING 1/2w GYP. BD. 1/21' THREADED ROD, ( MIN. 6" EMBED x 2X6 P.T. FASCIA PANELS TO BE INSTALLED HORIZ. SEE PLAN FOR LOCATIONS 2X4 STUD 0 16a O.C. ( SPF #2 ) ---a HOUSE WRAP 1/2's THREADED ROD, ( MIN. 6' EMBED SEE PLAN FOR LOCATIONS -2X6 LEDGER '\-2X4 LOOKOUTS 0 21-00 O.C. W/ 3/8m PLYWOOD SOFFIT 1 1-00 PRE-ENGINEERED ROOF TRUSSES 0 24* O.C. STEP DON TRUSS z < 0 2X4 BASE PLATE SYP #2 _j 2X4 BASE PLATE SYP #2 3/4* T&G PLYWOOD SUBFLOOR, GLUE AND NAIL Lli 3/4w T&G PLYWOOD SUBFLOOR, GLUE AND NAIL 16* FLOOR TRUSSES 0 24' O.C.2� M 16m FLOOR TRUSSES 0 24" O.C. F.F.E. /-NUT AND WASHER 3X3Xl/8') 314* RIM BOARD m PLATE HT. I v %% PLATE HT. OKI Ur 1 1/2' GYP. BD. \-1/2" GYP. BD. 2X4 TOP PLATE SYP #2 2X4 TOP PLATE SYP #2 0 < m z R-13 BATT. INSULATION 1/2* GYP. BD. HARDIE-LAP SIDING 2X4 STUD 0 16" O.C. SPF #2 E < 7/16" OSB WALL SHEATHING HARDIE-LAP SIDING PANELS TO BE INSTALLED HORIZ. 1/2w THREADED ROD, MIN. 5w EMBED 7/16" OSB WALL SHEATHING SEE PLAN FOR LOCA71ONS PANELS TO BE INSTALLED HORIZ. HOUSE WRAP DRILL AND EPDXY THREADED ROD INTO cl T FOUNDATION USING SIMPSON EPDXY-11E R-13 BATT. INSULATION NAIL PATTERN: 1/2* GYP. BD. HOUSE WRAP EDGE: 8d NAILS 0 4* O.C. 2X4 STUD 0 16' O.C. SPF #2 FIELD: 8d NAILS 0 8w O.C. 1/2- THREADED ROD, MIN. 61# EMBED NAIL PATTERN: SEE PLAN FOR LOCATIONS EDGE: 8d NAILS 0 4* O.C. DRILL AND EPDXY THREADED ROD INTO FIELD: 8d NAILS 0 8* O.C. z FOUNDATION USING SIMPSON EPDXYTlE- -if I I if F- (L V) w 2X6 P.T. BASE PLATE 2X4 P.T. BASE PLATE W/ SILL SEALER 6 a (1) #5 BAR CONT. ANCHOR ENGINEERING 4' CONIC. SLAB 4* CONC. SLAB rm"l or marsk m w W/ 6 X 6 X W 1.4 X W 1.4 WWF W1 6 X 6 X W 1.4 X W 1.4 WWF FINISH GRADE CIVIL ENGINEERING F.F.E. OR FIBER MESH 4000-11 ST. J%M AMDM A FINISH GRADE OR FIBER MESH lli-t JACKSONW" FLORIDA F.F.E. 0") 308-IM AM f0411 IMN" %L INIONGOWN4 P.L 24M fit. A4 . 7-77- 777.4 .4 4 4. A UJI .A A .: j .. . . 0 . < . .!. .. A. 0 1 A IN JOB NO ..4 4 A '4 il 610 6 MIL VAPOR BARRIER TO HAVE NOTE: MIL VAPOR BARRIER TO HAVE :A' L 1. BOTTOM OF FOOTING TO BE MIN. 12* BELOW GRADE DRAWN: JWJ 'c' c MIN. 6' LAP JOINTS, TAPE AND PH B0 MIN. 6' LAP JOINTS, TAPE AND SEAL ALL JOINTS AND PENETRATIONS 2. MAINTAIN 3m COVERAGE ON REBAR SEAL ALL JOINTS AND PENETRATIONS E N COMPACTED, POISONED FILL (3) #5 BARS CONT. NOTE:- COMPACTED, POISONED FILL DATE: 03-17-16 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE C. No. 2425 19-4" a (2) #5 BARS CONT. 2. MAINTAIN 3' COVERAGE ON REBAR 1 9_40 70, s SCALE: SHOWN PSALL seCTION THRU 67AR.A6e rl'N, T*Y0PlC,AL AALL secrON a 2� 3/4 DRAWING NO. 3/4 \Nx N AIL co Y Jill 1!1111111�0 — 4 TRUSS TO TOP PLATE CONNECTOR SCHEDULE UPLIFT LOADS TAKEN FROM TRUSS ENGINEERING PREPARED BY AND CER11FIED BY: MR. DEREK B. MURRAY, PE #71457 DATED 3/2/2016 LO 0 ROOF DECK NAILING PATTERN: 4-12d (2 ES) TOE NAILS 0 w 04 TRUSS END INTERIOR BEARING POINTS TRUSS END cif 04 EDGE: 8d 0 e O.C. EA. END FROM BLOCKING (f) I.- v) Ln 7/16" OSB TRUSS rN. FIELD: 8d 0 6* O.C. ROOF DECK TO TRUSS TOP CORD UPLIFT/CONNECTOR UPLIFT/CONNECTOR UPLIFT/CONNECTOR UPLIFT/CONNECTOR V) LO ,C O.C. WITHIN 48" OF GABLES 2X4 CONT. BLOCKING 7r < 04 T01 500#Zl 500# m 0 1 CONT. 2X4 BLOCKING SIMPSON H2.5 HURRICANE CUP, EA. OUTRIGER F- - 00 2X4 BLOCKING 0 X-BRACING 0 ALL SHEATHING JOINTS T02 502#/l 458#Zl of Of WITHIN 48m OF GABLE TRUSS T03 467#/l 0 0 4-16d NAILS lX2 P.T. DRIP BD. 467#Zl 0 3: T04 467#Zl 467# —WOOD FASCIA _j T06 169#/l 1694Z1 I x T07 1,737#Z2 1452#/2 0 > z 4-1 d 11 Ls T_ Z 0 1 1 1 T08 39058#/2 2,800#Z2 0 :c 2X4 (SYP#2) OUTRIGGER 0 24! O.C., ALIGN ONE co V) a- 4-12d (2 ES) TOE NANJI "j X IF, NG, OUTRIGGER W/ EA. X-BRACE OR 2X4 BLOCK 0 48- O.C. T09 143#Zl ll 3#/l It v .71 , 00 Q EA. END FROM BLOCKIN It/ 1 1 81#/l SEE CHI F T BELOW TOP CORD OF GABLE END TRUSS Tl 0 85# 1 V) < TO TRUSS TOP COR DROP 3 1/2w. CONT. 2X4 SCAB FROk Tl 1 lll#Ll 85#/l TOP TO BOTTOM CORD AT *X" BRACII G Tl 2 2414#/l 241#Zl 7/160 OSB WALL SHEATHING Tl 3 497# 1- 1 F 3-12d P AILS T�?. 0 VER nl'%*LS CONNECTORS: 2X4 SCAB 0 48" O.C. IF VERT. WEB IS NOT PRESENT 1. SIMPSON H-2.5A W/ (5)-8d NAILS INTO TRUSS AND (5)-8d NAILS INTO PLATES 2. SIMPSON LGT3-SDS2.5 / (26)-16d SINKERS INTO STUDS & PLATES AND (12) SDS SCREWS (2-1/2' x 1-1/4") INTO TRUSS. THREADED ROD SHALL 12d 6 O.C. FROM LA AL —PROVIDE ADDITIONAL 2X4 (VERT.) IF GABLE IS BE LOCATED WITHIN 6" OF TRUSS SUPPORTS < BRACING Tp BLOCKING B HIGHER THAN V-O* TO FORM AN "I! SHAPE 0 2X4X81 p SY�#2) LATERAL Of 4-16d NAILS BRAC41 Q' StE CHART BELOW SIMPSON LSTA18 ( 14-10d ) 0 32" O.C. 0 3 NTO EA. TRUSS W B Tr415 D BOTTOM CORD OF GABLE END TRUSS,, LL_ 12d TOENAILS 0 8* O.C. FROM TRUS' BOTTOM CORD TO BOUBLE TOP PLATE —2-2X4 TQP PLATES 4-16d NAILS (SYP #2 2X4 BLOCKING 0 480 O.C. BETWEEN GABLE AND —2X4 STUDS 0 16" O.C. TWO TRUSSES SPF #2 ) NAIL PATTERN: EDGE: 8d NAILS 0 4" O.C. X—BRACE CHART FIELD: 8d NAILS 0 8* O.C. ry 4/12 PITCH X-BRACE 0 81-0m O.C. MAX. I-_ 5/12 TO 7/12 PITCH X-BRACE 0 6'_0' O.C. MAX. V) Ln GREATER THAN 7/12 PITCH—X-BRACE 0 V-0" O.C. MAX. 14-L z V) 0 TYP I CAL 6ABLE ENP 5RAC I N6 VETA I L Ld 0 3/4 1 9-0" 'a LLJ < V) C) Ld m z z 0 (L V) w FiLE COpv ANCHOR ENGINEERING QT RONK m CIVIL ENGINEERING -W min 4000-11 Sr. JO" AVENUE JACKSONIA" FlOr" (m) me-I= xm owl rAN" J. 80140menk px 24= JOB NO. J1610 DRAWN: iwi H -ENs -17-16 DATE: 03 No. 2425 SCALE: SHOWN 0 DRAWING NO. R ON Aift It A— 5j) WHERE DISTANCE BETWEEN TIE-RODS WHERE DISTANCE BETWEEN IIE-RODS r—(l) SPH4/6/8 0 KING STUD, EXCEED MAX. SPACING INSTALL (1) SIMPSON EXCEED MAX. SPACING INSTALL (1) SIMPSON UNLESS NOTED OTHERWISE MSTA STRAP AT MID POINT, LENGTH TO BE MSTA STRA AT MID POINT, LENGTH TO BE ON PLAN. (2) 2X TOP PLATE SPH416/8 (2) 2X TOP PLATES BETERMINED IN FIELD (2) 2X TOP PLATES BETERMINEE IN FIELD (2) 2X TOP PLATES S 0 32 O.C. SYP 12 3"' X 3 * X 1/8" THICK SYP 12 X 3 * X 1/8' THICK PLATE HT.. /ik SHER W/ NUT SHER W NUT PLATE HT.. PLATE HT.. PLATE HT.. HEADER,SEE SCHEDULE HEADER,SEE SCHEDULE 0 Li (1) SPH4/6/8 U-) H 11 11 0 32' O/C FROM r*1- 2X STUDS 0 16" O.C. 2X STUDS 0 16' O.C. LO ( SPF #2 TOP PLATE TO HDR. < 04 SPF #2 KINGS, SEE SCHEDULE KINGS, SEE SCHEDULE 00 0 0 0 (1) 28' CS16 OR MSTA24 0 28" CS16 OR MSTA24 0 32' O.C. 3: _j JACKS, SEE SCHEDULE JACKS, SEE SCHEDULE KING STUD W/ (9) 10d COMMON W/ (9) 10d COMMON X 1 1/2" V) LL_ X 1 1/2* PER END, PER END. CENTER STRAP ON 0 0 Z Lj cy) -1/2" DIA. THREADED ROD 1��__1/2* DIA. THREADED ROD UNLESS NOTED OTHERWISE ON BEAM/FLOOR SHEATHING LINE. 11 :3 _j 2X FRAMING 11 PLAN. CENTER STRAP ON BEAM/ ALIGN STRAP W/ SPH ABOVE. GO _j TOP OF SUBFLOOR TOP OF SUBFLOOR r--2X P.T. BASE PLATE 2X P.T. BASE PLATE FLOOR SHEATHING LINE. X BASE PLATE Ljj 0 > z 2X BASE PLATE 2: Z 0 ll/,,--1/2" COUPLER ---1/2' COUPLER :2 0 m U) CL F1 N. FLR. ELEV. F1 N. FLR. ELEV. 14- y < 00 Q F1 N. FLR. ELEV. F1 N. FLR. ELEV. /ik < 7) SEE ANCHORAGE SYSTEM NOTES fill —SEE ANCHORAGE SYSTEM NOTES FOR ATTACHMENT FOR ATTACHMENT 3 WA 007YFICAL POOR FRAMIN6 TYPICAL AINVOY� FRAMIN6 OPENINIS OVER FLOOR 5EAM IN 5EARIN6 AALL OVER PLOOR 5EAM 100 3/8 So is—off 3/8 of if—C 3/8 1 1—of$ 3/8 So it-099 /14) 16d NAILS EA. SIDE WHERE DISTANCE BETWEEN TIE-RODS TIM ROD ANCHORIN& SYSTEM HEADER SPAN TASLE AND STU09- . . I I I WINDOW / DOOR 2X4 ( JACK 2X4 ( KING SECOND FLOOR COND11ION EXCEED MAX. SPACING INSTALL (1) SIMPSON HEADER BEAM MAX. OPENING STUDS FULL HT. STUDS < TOP VIEA if MSTA STRAP AT MID POINT, LENGTH TO BE SECURE TIE-ROD FROM ABOVE 11 1 0 TO BEAM VIA (1) HTT4 BETERMINED IN FIELD (2) 2X8 #2 SYP 3$-on 1 2 1. THREADED ROD: 3. INTERIOR WALLS: 01 W/ (18) 16d NAILS 11 DIAMETER A307 CONTINUOUS SPACING MAY REMAIN 5' O.C. BUT REDUCE UPLIFT (2) 2X1 0 #2 SYP W/ 1/2- PLYWD. FLITOi 4'-0* 1 2 2X (SPF #2), DOUBLE TOP PLATE. 2 FASTEN TOGETHER W/ (2) ROWS THREADED ROD EPDXIED INTO THE CAPACITY 490 LBS. FROM 535 LBS UNLESS $-OR OF .131 X 3" 0 12" 0.C. (STAGGERED) WOOD TIE-ROD THRU CENTER OF BEAM CONCRETE FOUNDATION AND PLACED STIFFENING SHEATHING (2) 2X1 0 #2 SYP W/ 1/2" PLYWD. FLITCH 5 1 2 W/ 3X3Xl/8* WASHER AND NUT VERTICALLY THROUGH of pl�� $ W -on THE DOUBLE #2 SYP TOP PLATE 4. TIE ROD SPACING: (2) 2X1 2 #2 SYP W/ 1/2" PLYWD. FLJTCH 6 2 2 p 1 WHERE IT IS SECURED VIA A 3' X 3' X Be ROOF TRUSS UPLIFT: (2) 2X12 #2 SYP W/ 1/2s PLYWD. FLITOi 7 9-ow 2 2 TOP PLATE STEEL WASHER AND NUT 0 LBS - 1,000 LBS ------ ROD 0 4'-Om O.C. INTERIOR SE 2. EXTERIOR WALLS : ROD 0 5'-0* O.C. EXTERIOR BY ANALYSIS 10$-on 2 3 ROD SHALL BE INSTALLED AT EACH 1,001 LBS - 2,016 LBS ---- ADD 1 ROD ADJACENT TO TRUSS 1/20 DIA. THREADED ROD A.B. CORNER POST AND ATNOTMORETHAN 4! 2,017 LBS AND GREATER ---- SEE DRAWINGS BY ANALYSIS 16 I-on 2 3 W/ 1 1/2* PLATE WASHER OR FEET ON CENTER THEREAFTER. THE ROD FULL HT. THREADED ROD ANCHOR LITT JOINT SHALL BE EMBEDDED NOT LESS THAN 8` -TIE ROD INTO MIN. 3,000 PSI CONCRETE WITH ' R."WOMENVED STUD SIZE AND SPACIN& AND (1) HTTI 6 W/ (18) 16d NAILS SIMPSON AT �j 11�lli PART ACRYLIC EPDXY ri ?_ Lij WOOD BEAM MAY BE ROTATED 180' TO OR EQUAL A 2 " EDGE DISTANCE SHALL UNINTERUPTED STUD HT. ST`UD SIZE SPACING GRADE 1r CONCEAL FLANGE BE MAINTAINED.'�E NUT SHALL BE V) TIGHTENED TO +/- 25 POUND-FEET OF $-low _j 1 9-o" 6' MIN TORQUE. FOR TWO STORY WALLS, A 8'-Om THRU 9 2X4 l6w O.C. SYP #2 OR SPF #2 P.T. (SYP #2) COUPLER SHALL BE USED TO JOIN TWO < BASE PLATE (MAX) PIECES OF ROD TOGETHER TO CREATE A lo'-O' THRU 14!-Ou 2X6 l6w 0.C. SYP #2 OR SPF #2 < L PLATE 5REAK PETAL MA00P TIE-5EAM 0 NNECTION CONTINUOUS PATH FROM TOP PLATE TO FOUNDATION. 14'-l" THRU 18'-6" 2X8 16" O.C. SYP #2 OR SPF #2 1 0 3/8 1$—of$ 3/8 It i$-off 19'-Om X 22'-0* 2X8 2X10 16* O.C. SYP #2 OR SPF #2 Lij U V) to lie lin .0 10-1 0) SECTION A STEPS STEPS THRO" 11111INDOW JAW (I)IN WA70 SHEMMG FASHION, SEC11ON A C*4 % 0 04 % STMTING AT THE BASE OF % a)IN WATR 90=IG FASHION. THE WALL& WORKINC TOWARDS THROUGH WINDOW JAMB SARA&M DOOR Y41NO LOAD NOTES STMTING AT THE BASE OF THE WRB THE W&L& WORICING "mm uzpmvTHE YZpMALL THE WRB SHEA7HING. GARAGE DOOR WIND LOADS FOR A BUILDING WITH A OF THE SEALANT BEAD BEHIND MOUNTING (zmvLy SILL FLASHING 1 ROW OF 10d NAILS FLANM APPLY JAMB FLASHING 0 6' O.C. STAGGERED MEAN ROOF HEIGHT OF 3V EXPOSURE 'C' ( psf AMY SILL FLASHING APPLY BEAD OF SEALANT 1 ROW OF 10d NAILS 0 SHEATHINQ APPLY BEAD OF SEALANT AROUND THE MWETIER OF SEE NOTE 1 AT BACK OF WINDOW WE QN71ERIOR 0 6' O.C. STAGGERED FLANGE & SET WNDOW USING VORIS OF WINDOW 0 BASIC WIND SPEED 130 MPH SECOND GUST PAN HEAD SCREW5 TO SE&THE WINDOW FRAME M Mm FLMGE. SEE NOTE1 IMMEDIATELY MTALL WINDOW < FACILITATE INSPE07M. OPENING, APPLY A 3A_&* NOM. APPLY BEAD OF SEALANT Al USING PAN HEAD SCREWS TO 0 3 ROWS OF 10d NAILS Ld ME JAIIM QaEND 8 10% THE WINDOW ------------- --- FACWA7E NSPECIM. 0 8' O.C. STAGGERED m (OPPLY JAMB FLASHING LINE WITH MY APPLY BEAD OF SEALANT WIDTH HEIGHT PRESURES AMPLY BEEAD OF SEALANT CHED HOLES OR SLOTS ACROSS THE FACE OF 0 AT HEAD FLASHING MOUNT= FLAW AT WAD WRB_ SEE NOTE 1 0 APPLY HEAD FLIASHING T BEAD BETWEEN APPLY HEAD FLASHING 1 0 4, ROOF ANGLE >10 DEGREES 0 (DJAMB FLASHING FLASHING AM MOUNTING T BEAD 8-.`TWEEN AFTER INSTALLA11ON APPLY CONT. SEAL TO THE MOUNTING FLANOL MOUNTING FLANG AND SEAL ALL CORNERS OF 5 A r N FLASHING. MECHANICALLY JOINED 9 7 25.8 -29.2 71 Sam AMBS r0q=FL7&r..)AID FRAMES TO SEAL FRME 41� (DRIEMOVE PREVIOUSLY APPLIED ifflATT 8 10% ABM NOM. DIA. SEAM "CRW- 2X4 2X& 2x5 16 7 24.7 -27.5 TAM ALUXIING WRB TO LAY THE R.M AT WAD. JAMB BEAD WOF I 18)FLAT OVER HEAD FLAMM FLASHING INTO SEALANT AM REMOVE PREVIOUSLY APPLIED BAW E KMRIOR #2 SPF OR SYP 2X4 #2 SPF OR SYP 2X6 #2 SPF OR SYP 2X8 agTE. A1101WING%M 70 LAY B 7F �)TiIAACI cn XX PRE --vA T BE AMY NEW SHEATHING TAPE FASTM IN FM187.ASHING OVIER HEAD FLASHWa MOUNT= < OVER DIAGONAL CUT SEE GOES OVER THE ENTIRE PERIMETM MAX. HT. 12' 1 1/8- MAX. HT. 16' 1 1/8" MAX HT. 20' 1 1/8" D1AGRJQL APPLY NEW SHEATHING TAPE PLACE DEAD IN LINE VATH OVER DIAGONAL CUT- SEE ANY PRE-fUNCH1ED HOLES DIAGRAM. OR SLOTS. HEAD ECURE WRB ....................... NOTES: AT HEAD 1. TYPICAL CONNEC11ON AT STUD COLUMNS, JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS OHEAD FLASHING 3. FASTEN WALL SHEATHING TO POST W/ MIN. 8d NAILS 0 12" O.C. ----------------- FLASHING AT AJoPLY A CONT. SEAL ALONG am SECURE WRB 4. FASTEN GYP. BD. TO POST W/ MIN. 5d NAILS 0 4* O.C. EXTENDS MOUNTING FLMGE AT THE JAW FLAWWa 0 HEAD HEAD. FLASHING GOES OVER MOUNTING FLANM EMBIM 90TIOM OF MULT*,r0PL*( MEM5ERS 0HEAD FLASHING AGAINST SEALANT ATTACHMENT Or GOES OVER ____�EMEIIED 007TM OFTHE EXTEND HEAD HEAD MASHING AGAINST BEYOND EACH JAMB FLASHING. 1 1/2 1 _019 'ME SLY APPM FASTEN IN PLACE. GOES SEALANT OVER EXTOW HEAD BEYOND 0 oo EACH JAMB FLASHINQ FAS71EN IN PLACE. N, (n oo GJAMB FLASHING oo W EXTEND JAMB FLASHING JAMB FLASHING TO OVERIAP SILL E)CM0 %IAMB FL4"G FLASHM EXTEND FILE COP TO OVERI.Ap SILL 81 FLASHM EXTM 220MM ABOVIE JAW FLASNO 8 1#2;" AT HEAD. ABOVE ROUGH APPLY TAPE AT SEALANT OPENING AT HEM. CORNIERS 70 TUCK TOP OF TEMIMORARILY HOLD ANCHOR ENGINEERING JAMB FLASHING FLASHING IN PLACE Ps., SEALANT UNTIL WRB is OF FLOV01% M UNDIER THE FLAP SILL FLASHING OF WREI AT THE CIVIL ENGINEERING HEAD. SM MAQV-VL 4000-11 ST. JOHM AVENIX 91L FLASHING SHIM AM ADJUST MOM M ACHIEVE SQUARE FUNWA AND ITIOK USE CORROSIO SHIM AND ADJUST W1NDOW 70 ACHIEVE SQUARF_ 0 ANT FS&WIMTEN WINDOWS PER 2 PLY BEAM (904) J1118-11M AUn-L #M 8 USE 66MOM WINDOW MANUFACTURER FASTENER SPECFICATION& RON" I 1111ON00#04K P& 0 24M 90jTMUS&ROFMASKM WINDM PER 2X10 OR 2X12 WINIM MANUFACTURER SPEC111FICAMONL 2 PLY BEAM MWEATHER RESISTANT C-4 2 ROWS 16d COMMON WIRE BARRIER (WRB) % AT A 45 DEGREE ANGLE, CAREFULLY CUT THE NAILS 0 12" O.C. EA. SIDE ATHER RESISTANT BARNM ON A DIAGONAL GMTLY RAISE THE % JOB NO. Lm A 610 BARRIER (WRB) TIOP EDGE OF THE BARRIO UP AND TAPE THE AT A 45 DEGREE ANGLIE, CAREFULLY CUT THE TOP CORNERS AND CBM 70 THE EXTERIOR BARRIER ON A DIAGONAL GENTLY RAISE THE WREI SURFACE ABOVIL 70P EDGE OF THE BARRIIER UP AM 7APE THE DRAWN: JWj TOP CORNERS AM COM 70'RE EX71ERIOR B dill,/// WRB SUWACE ABOVE. 01 V/z TOP LEFT CORNER OF WINDOW IN ERIOR VIEW —1/2" CDX PLYWOOD FLJTCH. FASTEN W/ CONSTRUCTION INTERIOR MEW ADHESIVE AND NAILED. DATE: 03-17-16 TOP LEFT CORNER OF WINDO 2 ROWS 16d COMMON WIRE No 2425 NAILS 0 12' O.C. F SCALE: SHOWN WINDOW INSTALLATION (METHOD A-1) WINDOW INSTALLATION (IVETHOD B-1) WEATHER RESTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. WEATHER RES111VE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. 0 FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. FLASHING APPLIED BEHIND THE M)UNTING FLANGE. MULTI -PL*f L\/L 5EAM A001P FLITCH 5EAM DRAWING NO. IN it-off �,§TOMV� 1 1/2 1 1/2 A- 6 L0 ol 0 w C*4 (N V) w v) Lo F- r*-. V) Lo N 00 0 0 0 3: -j U) LL q 0 0 Z L11 -i i V) _j -J LLJ 0 5; LLJ z Z 0 co 0 m V) (L < 00 0 < io PANT. GFa FA wa GFa (th C) CFO *f STOVE wa w REF. 0-0 FA —F 00 -L 9-� (th 3D Lj oco F/L Ld Y/ Soo p V) Wo p4A -T 7 00 Ld Ld DN EF < 0 00 A-00 n GFQ IDO ol 00 wa GDO QFa DN "IN & I F/L C) 4t < Lij 6 m EF t L.0ii y SECONP FLOOR FPCIAER PLAN 99 = it-off 1/4 FIRST FLOOR POAMR PLAN� 1/4 It = i I—opt ELECTRICAL LE6EN=� 0= DUPLEX CONVENIENCE OUTLET mo COMBINATION SMOKE DETECTOR w WEATHERPROOF DUPLEX OUTLET co CARBON MONOXIDE DETECTOR $ LIGHT SWITCH I.-o WALL MOUNTED LIGHT $2 3-WAY SWITCH (DEF EXHAUST FAN + CEILING LIGHT Eo EXHAUST FAN / LIGHT 0 RECESSED LIGHT CEILING FAN JOB NO. J1610 CABLE TELEVISION JACK DRAWN: NJ NOTES: 1. 100% PERCENT OF PERMANENTLY INSTALLED INTERIOR DATE: 03-17-16 AND EXTERIOR FIXTURES SHALL USE CFL/LED LAMPS. AQ, SCALE: SHOWN :4 DRAWING NO. F11 E rlr