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720 w 14th ST - NEW RESIDENCE DRAWINGS CODE SUMMAR CONSTRUCTION _P ANS FLORIDA BUILDING TIODE 2014 FLORIDA RESIDENTIAL CODE 2014 FLORIDA ACCESSIBILITY CODE/ BUILDING CONSTRUCTION 0 _F 2010 ADA/ADAAG/F'IA 2009 INTERNATIONAL FUEL GAS CODE W/ FLORIDA SUPPLEMENTS - 2008 NATIONAL EL�CTRIC CODE, NFPA 70 w S D C 2010 FIRE PREVEN-MON CODE S _L 11-N G _L A IVII _L -L FLORIDA ENERGY EFFICIENCY CODE/RESIDENTIAL BUILDING CONSTRUCTION SQUARE FOOTA(__TlE INFORMATION: F 0 _DL %� U0* D IV kl - n -D S CONDITIONED SPACE: S JAI I ___j I _ __j I - Ic NEW CONDITIONED �Q_ PACE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11577 S. F. UNCONDITIONED SPACE: 720 W Sil _L S 11 _L_ JL NEWENTRY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 155 S. F. NEW GARAGE. . . . . . . . . . . . . . . . . . # . . . . . . . . . . . . . . . . 400 S. F. T A L _L_J A _N T_ _L C -B -EACII , L. LORLDA UPLIFT LOADS TAKEN FROM TRUSS ENGINEERING PREPARED AND CERTIFIED TOTAL NEW UNCONDITIONED AREA. . . . . . . . . . . . . . . . . . . . 00000 . 0555 S. F. BY MR. WILLIAM KRICK, PE #70861 DTD. 10/6/2015 TRUSS TO TOP PLATE CONNECTOR SCHEDULE JACKS13NVILLE INT00ML 49 TRUSS END INTERIOR BEARING POINTS TRUSS END c STRUCTURE HE GHT AND # OF STORIES : LL RD acl TRUSS UPLIFT/CONNECTOR UPLIFT/CONNECTOR UPLIF`r/CONNECTOR UPLIFT/CONNECTOR jil )— $� OAD % 17 RD Al 81 #/l 81\#/1 MAX. HEIGHT OF S RUCTURE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 6 2% AlA 82#/l 65#/l (-1 9 NUMBER OF STORIE �). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I DUNN AVE, A2 82#/l 65#/l BUSCH A3 73#/l 103#/l ST T R A4 263#/l 232#/l TYPE OF CONS RUCTION: GARDEN UM A5 265#/l 233#/l OCCUPANCY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R- 3 _MCO nR lbaui "Oh Btount 105 A6 265#/l 265#/l rz-T A7 493#/l 49 EDENFI TYPE OF CONSTRUCrION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5B on 259#Zl 249#Zl PRITCHARD 17 A8 ORT A9 487#Z 1 487#/l C OLINE RD SPRINKLED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NO Whitehouse D VI Of I 195#/l Fleid 20 ST ALT rn U Ld I x B10 195#Zl (U.S. Navy) LLI SMY 6 > 7 w ne STH ST u B 11 216#/l 216#/l z +P 0 < 109 Craig Nun z ARLINGTON 75YAlrport C12 198#/l 198#/l E w 90 w < n EXPRESSWAY -w V _j 216#Zl .1.)d C12A 216 1 _tq�I L It; x 7 B EJ1 3 1 MATERIAL INFORMATION: Florida Jr. CotLege rITE] HJ14 106#Zl 1 09#/l Itt ROOFING MATERIAL HALL MEET THE MINIMUM REQUII?EMENTS OF CHAPTER 15 Lj S 0 BEACH (Sou h Campus) CJ15 60#/l 63#/1 > 90 c w U OF THE 2014 FLORI A BUILDING CODE AND THE 2014 FLORIDA RESIDENTIAL d CJ1 6 54#/l 33#/l 129, H riong Universltv of CJ17 83#Zl 38#/l e' — Airport North F torlda 2 CODE CHAPTER 9. EXPRESSWAY 0 X U d 103rd ST 103rd C.P.A PET 95 JacksonvRt Jacksonville Cecil, FlI A Nlyal Air Navat WIND ZONE INFORMATION: tation Air Station SUNI D 1. SIMPSON H-2.5A W/ (5)-8d NAILS INTO TRUSS AND (5)-8d NAILS INTO PLATES BASIC WIND SPEED (3- SEC. GUSTS). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 130 MPH SCALE OF MILES DUVAL C 0 -,—\ — I I I I I BUILDING RISK CAT GORY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II CLAY CO ar e 17 OrlaX P TO EXPOSURE CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C E GREENL ST AUGUSTINE BUILDING CATEGOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CLOSED TOTAL DESIGN ROO LOAD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 PSF TOTAL DESIGN FLOOR LOAD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 PSF VICINITY MAP MINIMUM SOIL BEARING PRESSURE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21000 PSF SHEET NO. TITLE CS COVER SHEET COMPONENTS & CLADDING (P. S. F. ) SHT. 1 SITE PLAN SIZE E D ZONE (5) INTERIOR ZONE (4) SHT. 2 ELEVATIONS 0 20 2A rl — Iq 9 r. t_j "&.#. " 24. 3 -26. 4 20 50 23. 1 - 30. 4 23. 1 -25. 3 SHT. 3 ELEVATIONS 50 100 21. 8 - 27. 3 21. 8 1 —23. 6 SHT. 4 FLOOR PLAN >100 1 17. 5 1 - 21. 5 17. 5 22. 6 1 SHT. 5 ROOF PLAN S HT. 6 FOUNDATION PLAN SHT. 7 FRAMING PLAN SHT. 8 FRAMING DETAILS SHT. 9 TRUSS PLAN SHT. 10 FLASHING DETAILS SHT. 11 ELECTRICAL PLAN ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ANCHOR ENGINEERING OF FLOR,10X� NCHOR .. ......I— CIVIL ENGINEERING NGNEMNG OF FLA 4000-11 ST. JOHNS AVENUE __jN JACKSONVILLE, FLORIDA 32205 (904-388-1259) AUTH. # 5143 ( 50. 0 FOOT RIGHT- OF- WAY) WESI 14th STREET 0 CD 1- 0i C�1) cp-) z 00 < GENERAUNOTES EQP 0 BENCHMARK SET NAIL IN >_ WOOD POWER POLE or_ 1. IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN (ELEVATION 10.0) CONFORMANCE WITH ALL REOUIREMENTS OF THE BUILDING NAVD 1988 AUTHORITIES HAVING JURISD CTION OVER THIS TYPE OF < CONSTRUCTION AND OCCUP/NCY. CONTRACTOR SHALL DO 2' NORTH, 1 ' EAST U) THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES 102. 00) (P) 06"o OAK AND REGULATIONS. 0.5 .0 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND FD. 1 /2 IRON POST 101 * 829 ( F) )y ji 0(�6 OAKS CL TL-r\ DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. (NO 1.D.) nn CONTRACTOR SHALL REPOR1'ALL DISCREPANCIES THE UU1 -A �o 0.00 DRAWINGS AND EXISTING CO DITION TO THE ENGINEER _T c� - LIVE �AK is PRIOR TO COMMENCING WOF K. 0.2) 20 6% 6.5 o 0 3. CONTRACTOR SHALL SUPP_Y, LOCATE AND BUILD IN THE 0.8 10.1 20.0 10.0 WORK ALL INSERTS, ANCHOR , ANGLES, PLATES, OPENINGS, CIO SLEEVES, HANGARS, SLAB DEPRESSIONS, AND PITCHES AS -do I I". - MAY BE REQUIRED TO ATTACHE AND ACCOMMODATE OTHER 111�.,24.8 z LL Ld w WORK. -1 , , I I I �o �r u �Oo 20.0 < 4. THESE DOCUMENTS, AS IN TRUMENTS OF SERVICE, ARE z . 0 THE PROPERTY OF THE ENGI EER AND MAY NOT BE USED OR Lj_j REPRODUCED WITHOUT EXPIESSED WRITTEN CONSENT OF LJ_ n7�n CEDAR < THE ENGINEER. 20.0 17.2 5. ALL DETAILS AND SECTIONS) SHOWN ON THESE DRAWINGS 0 ui ARE INTENDED TO BE TYPICA_AND SHALL BE CONSTRUED TO 0 10 fn APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK, r�o 3: 3.5,-no- DETAIL "A" EXCEPT WHERE A DIFFEREN'T DETAIL IS SHOWN. 0 N (::)j < U) 6. SUBSURFACE SOIL CONDIT ON INFORMATION IS NOT )o M AGNXI A 3: o AVAILABLE. FOUNDATIONS ARE DESIGNED FOR A 2000 PSF 01 3: SANITARY MANHOLE SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY TOP (8.78) C) DIFFERING CONDITIONS TO T E ENGINEER PRIOR TO CEDAR "�po�6 o COMMENCING WORK. CIT�US z 20.1 0 7. CONTRACTOR WILL INCORF'ORATE ALL NECESSARY < LOCAL/STATE/FEDERAL BUILDING, FIRE, AND HANDICAP CODES INTO THE DESIGN AND BASE PROPOSAL FOR A COMPLETE TURN-KEY PROJECIT. 8. PROJECT SHALL BE TURNE D OVER TO OWNER IN A CLEAN 0 00 48.0 < CD CONDITION WITH ALL TRASHAND DEBRIS REMOVED FROM 0 0 SITE. ALL WINDOWS AND CLA 3S CLEAN, ALL FLOORS CLEAN, Ld DUSTED AND CLEANED,AND ALL ALL HORIZONTAL SURFACES 0 PLUMBING AND TOILET FIXTURES CLEAN AND IN GOOD Lij LJJ 0 WORKING ORDER. m AK CITRUS (f) 0 9. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A A. ',�o 0 oi 6b, 28.0 REGULAR BASIS. DO NOT ALL)W TO ACCUMULATE. 6' CHAIN LINK FENCE 1 .0 10. CONTRACTOR TO OBTAIN '\LL PERMITS, PAY ALL FEES OAK 0 0 AND TAXES. ry Lli I < 1 0 11. DIMENSIONS INDICATED THE DRAWINGS IN c) FFE 10.2 m LC) REFERENCE TO EXISTING CO DITIONS ARE THE BEST Lij AVAILABLE DATE OBTAINABL BUT ARE NOT GUARANTEED. Li T� J,(% OAK BEFORE PROCEEDING WITH NY WORK DEPENDENT ON THE e� DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND 0-) VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER 0-) CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID 0 0 CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY 01-1 THE CONTRACTOR OR ANY O"F HIS SUBCONTRACTORS PRIOR 11 " MAGNOLIA M TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT z I � m- -W CN < T-Ir 41 57.0 20.3 RESULTANT EXTRA COST FO ADJUSTMENT OR WORK AS b 24.5 REQUIRED TO CONFORM TO E-XISTING LIMITATIONS, SHALL BE 0. 12.o L 12.0 ASSUMED BY THE CONTRAC1'OR WITHOUT REIMBURSEMENT C) Iro OR COMPENSATION BY THE WNER. . 0 5.0 Npo." c 12. A DESIGNATED LOCATION FOR STORAGE OF 0 �7 % CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE ile" DETERMINED BY THE OWNER AND IDENTIFIED AT THE 4r/ 0.0 0 PRE-CONSTRUCTION MEETIIs G. 0.8 1 01 . 809 ( F) N ARE CONFINED TO AREAS OF 13. CONTRACTOR PERSON BUILDING NECESSARY FOR MPLETION OF WORK. FREE 102. 00)(P) ACCESS TO ALL PARTS OF T-TEE BUILDING IS NOT ALLOWED. 6o76oOAK c� 14. CONTRACTOR IS RESPON 31BLE FOR SCHEDULING DELIVERY. RECEIVING, UNLOADING, UNCRATING, SORTING, SETTING IN PLACE, AND PRO-ECTING FROM DAMAGE ALL V) NEW EQUIPMENT FURNISHEE BY THE CONTRACTOR. THIS < SHALL ALSO APPLY TO ITEME: FURNISHED BY THE OWNER TO Lij OAK THE CONTRACTOR. o76o 0 0 06'0 OAK L 0 T 2 .0 MAGNOLIA 64 C .6% 0 GENERAL SOIL NOTES Li 4) 0.00 C�* I <1>1 3 P.V.C. WITH CAP 0 (Jo 1. TERMITE PROTECTION SHALL BE PROVIDED BY . 0 . 0 0 00 REGISTERED TERMITICIDES, NCLUDING SOIL APPLIED 0 7, 0 z 0 0� PESTICIDES, BAITING SYSTE S, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVE METHODS OF TERMITE PROTECTION LABELED FOR SE AS A PREVENTATIVE T I TREATMENT TO NEW CONS IUCTION. UPON COMPLETION OF In THE APPLICATION OF THE TE RMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIAt ICE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY T-IE LICENSED PEST CONTROL NOTE: INVASIVE SPECIES TRESS NOT LOCATED COMPANY THAT CONTAINS T E FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A CDMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRAIS EAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED 0 BY FLORIDA DEPARTMENT 0 AGRICULTURE AND CONSUMER GENERAL NOTES SERVICES, 2. PROTECTION TO BE DONE AFTER ALL EXCAVATION, 1. FINISHED FLOOR TO BE A MIN. 12"ABOVE CROWN OR ROAD. BACKFILLING AND COMPACT N IS COMPLETE. 3. DISTURBED SOIL TREATM NIT MUST BE RETREATED. 2.FINISHED FLOOR TO BE MIN 8"ABOVE GRADE. PROJECT f. 720PROVENCE 4. TREATMENT SHALL BE PRfTECTED FROM RAINFALL BY 6 3. DRIVEWAY AND SIDEWALK TO BE 4"CONCRETE SLAB WITH MIL VAPOR BARRIER. IF RAIN:ALL OCCURS BEFORE BARRIER 6X6,#10/10 OR FIBERMESH REINFORCED OVER CLEAN DESIGNED: RB PLACEMENT. SOIL MUST BE RETREATED. COMPACTED FILL. DRAWN: KCM 5. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB-ON-GRADE FLOORS SHALL BE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING SCALE: AS-NOTED FY OF 2,000 NON-CELLULOSE CONTAININ3 MATERIALS AND RECEIVE AN THAT THE SITE HAS A MINIMUM BEARING CAPACI ISSUED: 9/14/15 APPLICATION OF TERMITICI IN ANNULAR SPACE BETWEEN PSF. ENGINEER DF RECORD: RONALD J. BONGIOVANNI, PE #24255 SLEEVE AND PIPE. SITE PLAN y:%, -------------- ANCHOR ENGINEERING OF FLORIDA, INC. REVISION: N/A SCALE: 1:8 CIVIL ENGINEERING OF HA 4000-11 ST. JOHNS AVENUIE JACKSONVEIZ, FlORIDA 32205 SHEET AUTH. # 5143 till ki l000� w Z LL 0 F— U) F— < -C' > w C) z FiberQlass Shin es 16 Rnd Louvered Vent w/4 Trim 12 ( Typ) 16 Louvered 4 Trim -Sh u t-ters VY6 FnRc a 2x6 Fascia 2x6 FasC-'1-(T— I.O.W. 0 6'— AF 14 4 9' PLT IT __j .9' PLT HT 16" 0/H r7��l L 1 1611 01H 'I� (Typ) (Typ) 0 71 00 JU ff r 4 .4 ff Distance To Grade ---J L Distance To Grade May Vary z N.- 04 —!2'— May Var V Hardie L Stone Finish 4 Trim 6x6 P.T. Post wZ Stone Finish Stone Finish w/Stone C (Typ) 1 x— Wrap & 4 Trim wZStone C (Typ) w/Stone Cqa- (@ Front Only) @ IQP & Bottom (@ Front Only) (@ Front Only) (See Bldr) (See Bldr) (See Bldr) Ilk 0 ' SCALE: 114 1�-O" PROJECT 720PROVENCE DESIGNED: RB DRAWN: KCM SCALE: AS_NOTED ISSUED: 9/14/15 ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 RDASION: N/A ANCHOR ENGINEERING OF FLORIDA, INC. NMR CIVIL ENGINEERING No. 2407" kDMON OF MA SH EET 4000-11 ST. JOHNS AVENUE JACIKSONVMZ, FIDREDA 32205 AUTH. # 5143 0�0 P 0 N A L 12 NOTE: Attic Vents Will Be Provided At 1 Linear 12 ( Typ ) 5 @ Gables Foot Per 300 Square Feet Of Roof Surface. ( Typ ) 5 ( S equire (See Roof Plan For Ventilation Calculations) Fiberglass Shinqles Fiberglass Shingles (See Sheet # 5) 2x6 Fascia 2x6 Fascia 4" Trim Lap Sidin� it 16 01H 9' Plt H 1611 O/H 4" Trim— Lap Siding (@ Front Only) (Typ) Plt Ht+ (Typ) 48 Hardie (@ Front Only) 4" Trim- 00 w 0 ff N%q_,_� Distance To Grade j Distance To Grade May Vary May Vary Z LL "%'� 6x6 P.T. Post $)w/ Stone Finish- 0 1 x Wrap & 4 Trim w/Stone Cap U) @ ToiD & Bottom— A TT (@ Front Only) C < RIGH T ELE V -.90m. .d&.- (i N (See Bldr) > LU SCALE: 114 1�-O" Uj Uj C) N Z 12 12 5 ( Typ ) (Typ) 5 Fiberglass Shinqles 2x6 Fascia T.0.W. 0 6'-8 AFF 9' Plt Ht+/— 100 00, —Z 4" Trim 1.0 9' Plt Ht+ 16" 0'/H� 4" Trim- 4" Trim 16" O/H (Typ) 4" Trim TernDered 48 Hardie (Typ) 4 Triff Glass "or"" 4 Trim 4" Trim Equiv. — ff 48 Hardie- 48 Hardie 11 L— -1 -ji 11 ff Distance To Distance To Grade May Vary May Vary REA R ELE VA TTO .da.- —fiffi.- -- � N SCALE: 114 1�-O 12 /H 12 @ Gables 5 (Typ ) 12 ( Typ)] 5 Fiberqlass Shindes 4 Trim 2x6 Fascia 00 16 O/H 9' Plt Ht+/— ff 48 Hardie (Typ) 9' Plt Ht 48 Hardie- LLJ 11 4" Trim ff Distance Tc Grade Distance To Grade May Vary May Vary Stone Finish 1% w/Stone W--ap PROJECT 720PROVENCE (@ Front Dnly) (See Bldr) DESIGNED: RB DRAWN: KCM T1 SCALE: AS_NOTED E F T E L E VA ON ISSUED: 9/14/15 ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 N/A REVISION: SCALE: 114" V-0" S ANCHOR ENGINEERING OF FLORIDA, INC. \C E N CIVIL ENGINEERING OF HA SHEET 4000-11 ST. JOHNS AVENUE r,—j 1.1-f44. ZZ JACKSONV=, FLORIDA 32205 (904-MB T AUTH. # 5143 57 11-0$31 L3 –0 8 7 11-01131 '19-11-9111 7 7 SGD 3 05 OSH 3050SH 60 4" Step 3050 3,H 3050SH < 21.8, —23.6 21.80, —23.6 TemRered 20.8, —22.6 21.81, —23.6 21.81, —29.1 0 Glass "Or" 60"xl 8" Fqu*v. Computer Master Bedroom #3 Station Dert, w 0 Bedroorn I 00 9' c1g 9' c1g z � 1 9' c1g LL < W% 12 0 11 –8 18 15-41" j 10 0 10 W Livirtg CL le— 8"-4"" / 3 -8 ;0 F 3'–8 2�–4 6 Room 10 c� (2)3 0 BF Cig 28 0 q;t Uj 28 1 4 6 Arch 12 empered Glass 0 1 C 0 R & S 00 0 j -C\ts 1 0 B (P I 1111 P c (5) to - LL 00 R & S 0 D 14- 3f–81" v 3 v 2 f–L12- 5 -8 v 6 -10 6 0 5-2"" ro OL a N 00 N 10# 4 6 Arch 1 20 1 - I N C) 28 L0 06 z 6 01 RF 0 12" Bar 0 36" AFF Tr)7Tr cq < (5 < 9' Cig 30BF I -c — 25 11" C19 28 CL U j L. < U Mc C :5) 20 121–21" DW EEo 11-707' co 10 -c 0 .0 BF 2 0-) < L0 CN x 00 c cq 6< 0 10 C :3 3.* 0 c T4 2" 00 Ld 00 4-0 Ere Gkf ast 0 Bedroom #2 2 LO 0 2 re% 0 0 9' c1g Nook 1 0 3P6 9' cIg ^0 OIN 00 "20.8, —22.6 00 co 00 I'd- 0 < N28 —\1(2) ----M-Mmomr-11N P2()1 0 A6 Ref. 39" Min F- 21.8, 22). Temper i J Gloss 3 3 �30 20.8. —22.6 & S 3050SH 21.8v —23.6 4050SH 6 –2 12 –8 4 4 /1 'K4 7 A 01 6)–21$F—Attic C"/ 1 9)-2f' 0 E 7r E? ctr A Accessi COMP 4" Step 9' c1g LL- 31-811 —�C'4 0 E- v) 4— —0 11 )f 11 1) 0 7"–,3$" 6 0 7 3 1 7 0 Garaae 0 0 1 31 - 'Ig 10 8 201–41" 6'--0 C9 C 0 (Fra m e) (Fra m e) (Frame7 0 2 0 0 f- 0 E 10 4 21 51-8)" Ln (Slab) (Slab) (Slcib 2- 16X7 OH DOOR x6 Wall 18.50 —22.6 181-2"" 5 4 1 S-6y" (Fra m e) 37 -0 Frame)/ (Frame) 20 31-011P 7 57 o OR PIA _zv SCALE: 114 1�-O" Ir ep -F0 0 t-c"r, ep -FL 0 O-R PLA-/V.o / 577 PROJECT 720PROVENCE EIVTRY 55 DESIGNED: RB DRAW KCM CAJ?A CEO* 400 SCALE: AS-NOTED ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ISSUED: 9/14/15 NOV -�)�PH ANCHOR ENGI EERING OF FLORIDA, INC. N, NMR REVISION: N/A EE ...... CIVIL ENGINEERING WDOMRM OF MA ST 0 4000-1 ST. JOHNS AVENUE "In. TOTAL41 JACKSON FLOREDA 32205 No. 244"5,1'� SHEET (904-M-1269) u UTR # 5143 STATL 1-0 NOTE: All Exterior Walls Are 2x4 Frame Unless Noted Otherwise. NOTE: All Angled Walls Are 45 Degrees Unless Noted Otherwise. NOTE: ROOF SHALL HAVE 7/16 OSB SHEATHING W/ 8d RINGSHANK NAILS @ 6 19 O.C. AT ALL SUPPORTS AND 4 WITHIN 4' OF GABLE ENDS (SEE ROOF TRUSS ENGINEERING FOR ROOF TRUSS SPECIFICATIONS) < 0 8' PIt Ht W W 0 1 Z UL < Roof Dato j (Linear Feet) 0. Jc LL -,-a < Eave Line 253 q;t W Gable Line 27' 0 co o Ridge Line 6 6' L) Hip Line 109' CD F� N Z Ridqe Valley Line 51 < 00 Q) 51/12 Pitch n U - NOTE: Attic Vents Will Be Provided At 1 Linear _0 00 0- ry ( Typ ) Foot Per 300 Square Feet Of Roof Surface. _j Roof Area - 2647 Sq . Ft . Total Divided by 300— 8 . 83 Linear Feet Req . n n 00 00 8' PR- Ht n 00 89 Pit Ht R 0 PLAN PROJECT 720PROVENCE SCALE: 114" 1�-O" DESIGNED: RB DRAWN: KCM SCALE: AS-NOTED ISSUED: 9/14/15 P H 0& ENGINEER OF RECORD: RONAID J. BONGIOVANNI, PE #24255 REMSION: N/A ANCHOR ENGINEERING OF FLORIDA, INC. N-. 242 5 OF MA CIVIL ENGINEERING SHEET 4000-11 ST. JOHNS AVENUE STA JACKSONVELIZ, FIDREDA 32205 5 AUM # 5143 'z At ,110, 11: 'A S-1 571-0@1 81" % j 2 1% % A% 4"CONCRETE SLAB W1 6'XS"W1.4 X W1.4 WWF (OR FIBERMESH)OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED 00 FILL. JL cf) 2X4 INTERIOR BEARING WALL WITH THREADED ROD Lf) EVERY 4'0.C.MINIMUM 6"EMBEDMENT DEPTH DRILLED 2X4 EXTERIOR WALL WITH J1 THREADED AND EPDXIED INTO FOOTING. ROD EVERY NO.C.MINIMUMS' ALL SLABS: EMBEDMENT DEPTH DRILLED AND EPDXIED 00 81-3@1 le Z1. INTO FOOTING. 6 MIL MINIMUM VAPOR BARRIER ON CLEAN COMPACTED 4"DEEP POURED CONC.SLAB so TERMITE TREATED FILL. w/6x6,#10/10 W.W.F.OR FOOTING AND SLAB POURED NTH A MINIMUM y OF 300OPSI CONCRETE. FIBERMESH REINF.OVER 6 MIL 300OPSI MINIMUM CONCRETE COMPRESSIVE STRENGTH AFTER 28 DAY CURE. V-1 1:i VAPOR BARRIER OVER CLEAN COMPACTED FILL. 7 z A jo (2)-#513ARS CONT. w < '-On AN. FLR. ELEV. I N C) I$H . 1. 8. -I ASSUMED DATUM) 8 _�w 00 cn C14 0� UL 'q 11 1 % om r 1-0 TYPICAL MONOLITHIC FOOTING INTERIOR BEARING FOOTING V AC Tr Tr /2 99=1$—Olt 2 90=1$-opt U) 34'-04L" LF— 1/2 0 pTr T I. 71 UJFL s, e 1- g-,7e %j% 0 16'-64 C 0 c z \L :D 16-2110 %A cn CD 2 1 Go S-1 3E] C it r%*,mm < �4- %Ldp 16'-11 1,k b I I __%-_ 2X4 INTERIOR BEARING WALL WITH THREADED ROD 300OPSI MINIMUM CONCRETE COMPRESSIVE EVERY 4'O.C.MINIMUM 6"EMBEDMENT DEPTH STRENGTH AFTER 28DAY CURE DRILLED AND EPDXIED INTO FOOTING. 18'-2'1 13'-6' - cv) #5 CONTINUOUS EACH WAY 4"PORCH RECESS�':12 PITCH AWAY c.) % FROM THE HOUSE 4"CONCRETE SLAB SLOPES 1/4"PER FOOT 6" ELEV-0'-4" % AWAY FROM HOUSE. 6 MIL MINIMUM VAPOR BARRIER ON CLEAN 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED FILL. COMPACTED FILL. all, 300OPSI MINIMUM CONCRETE COMPRESSIVE STRENGTH AFTER \_AC CHASE / 28 DAY CURE. 19-011 % </%\'N</%\N% (2)-#5 BARS CONT. Iw 8. 71- 6'-0" --7'-611 r5 T_ /7-6-- 2 1'-0" 51-8" c> ELEV-0'-6" -1 INTERIOR BEARING FTG. W/ STEP THICKENED EDGE SLAB C) 24"THICKENED EDGE 4 11=1$-Olt C14 - 3 =1$-Olt 1/2 POURED CONC.FTR.w/2#5 9 1 .0 1/2 BARS EACH WAY TYP. r-_ (D 4 U- Lo 9 S-1 T- 0- 01 i cn 6 S-1 F% F% "CONCRET SLABW/6 1.4 1. Nk (OR FIBERMESH)OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED 01 FILL. 10 16'-3" > 2X4 EXTERIOR WALL WITH�y THREADED V, I- T.17 0 ROD EVERY WO.C.MINIMUM 6' Al. EMBEDMENT DEPTH DRILLED AND EPDXIED O_2L 1 (y2L INTO FOOTING. it. SEE PLANS FOR CURB HEIGHT. HEIGHT OF CURB VARIES WITH SLOPE OF 01 371-011 201-0" GARAGE SLAB. 3000PSI MINIMUM CONCRETE COMPRESSIVE oor FOOTING AND SLAB POURED WITH A MINIMUM 57'-0" STRENGTH AFTER 28 DAY CURE. OF 300OPSI CONCRETE. A (2)-#5 BARS CONT.ON CHAIRS. 0 MIL MINIMUM VAPOR BARRIER ON V-0. of 0. CLEAN COMPACTED TERMITE TREATED of FILL. IV r6 NON-BEARING CURB STEP GARAGE MONOLITHIC FOOTING 5 /2 99=19-099 6 1/2 11=1 I—off 0 -at FOUNDATION PLAN SCALE: 1/4"= 1'-0" 0 4" CONC. SLAB FOOTER GENERAL NOTES: 1.) CODES USED: 2014 FLORIDA BUI-DING CODE, ACI AND ASCE-7-10. ALL LATEST ED111ONS USED PROJECT f. 720PROVENCE 7.) UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WERE PERMITTED, SHALL BE AS FOLLOWS: 0 0 -7 2.) ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE NTH APPLICABLE CODES AND AUTHORITIES WELDED WIRE FABRIC WIRE SPACING PLUS 6" PIPE THRU —f: L DESIGNED: RB HAVING JURISDICTION OVER THE WORK. REINFORCING BARS 40 BAR DIAMETERS FOOTER ADD (1) #5 30" LAP 3.) CONTRACTOR SHALL VERIFY DIM--_NSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8.) ALL REINFORCING STEEL SHALL CONFORM TO A615, GRADE 6C. DRAWN: KCM MINIMUM COVER SHALL BE AS FOLLOWS: 4.) DETAILS FOUND WITHIN THESE CRAWINGS SHALL ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL FOOTINGS: 3" SCALE: AS-NOTED GOVERN CONSTRUCT10N FOR TH13 JOB UNLESS NOTED OTHERWISE ON THE PLANS. SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEA-MER) 2" PIPE THRU MONO FTG. DR. PEDESTALS AND COLUMNS: 2" ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 7 ISSUED: 9/14/15 SLAB AND WALLS (NOT EXPOSED TO EARTH, LIQUID OR WEATI ER): 3/4" N.T.S. 5.) CAST IN PLACE CONCRETE SHAIL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS (Di SLABS ON GRADE: 2" FROM TOP ANCHOR ENGINEERING OF FLORIDA, INC. 0&�/k/i REMSION: N/A 9.) ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDAI D HOOK. NMR o5z __r__ ENGINEERING 6.) ALL REINFORCING SHALL BE HELD SECURLY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE W/ CRSI MANUAL OF MLMCCRM OF HA CIVIL N sli� 1 STANDARD PRACTICE AND ACI 215 DURING PLACEMENT OF CONCRETE. 10.) FOUNDA11ON SHALL BE CONSTRUCTED ON FLAT GRADE 4000-11 ST. JOHNS AVENUE JACKSONVDIX, FIDRIDA 32205 SH EET No. ll.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE MINIMUM (904-M-1M) TRUCTURE HAS BEEN DESIGNED TO MEET OR -ISS AUTH. # 5143 SIOL BEARING CAPACITY OF THE SITE IN 2,000 PSF OR GREArER. EXCEED WIND LOAD REQUIREMENTS OF CHAPTER#3 OF STATE OF VE FBC 2014 RESIDENTIAL Vult 130MPH. 6- _j PA ////z, ;3/ONAt ALL-THREAD NOTES 1. ALL—THREAD RODS TO BE 1/'2" DIAMETER BARS PLACED AT 4' O.C. IN ALL EXTERIOR AND INTERIOR BEARING WALLS. 2. PLACE ALL—THREAD RODS A- 10" MAXIMUM FROM EACH CORNER AND AT EACH INTERSECTION OF BEARING WkLLS. PLACE ALL—THREAD RODS AT 3" MAXIMUM FROM EACH SIDE OF ALL HEADER KAMS. 3. ALL—THREAD RODS TO BE D ILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY SYSTEM, OR APPROV EQUIVALENT. ALL—THREAD EMBEDMENTS FOR ALL EXTERIOR WALLS AND LOAD EARING WALLS TO BE A MINIMUM OF 6" INTO FOOTING 11' 4. USE 2" SQUARE WASHERS ON ALL—THREAD AND ANCHOR BOLT LOCATIONS, UNLESS NOTED OTHERWISE. FRAMING NOTES r3 "'INV < 1. ALL EXTERIOR WALLS SHALL BE 2X4 SPF 0 16" O.C. WITH ?g" OSB. S-2.1 2. OSB PANELS SHALL BE INSTALLED HORIZONTALLY USING 8d RINGSHANK NAILS 6"O.0 (2)2X12 (2)2X12 (2)2X12 (2)2X12 (2)2X12 ALONG EDGES AND 12" O.C. iN FIELD. 3. INTERIOR WALLS SHALL BE 2(4 SPF 0 24" O.C. HEADERS, TOP PLATES, AND BASE w 0 PLATES SHALL BE #2 SYP. Z W j S-2.1 < 4. ALL EXTERIOR WALLS WITHOUT OPENINGS SHALL BE CONSIDERED TO BE SHEARWALL SEGMENTS. j 5. ALL HEADERS, BEAMS, PLATE I S SHALL BE No. 2 SYP. ALL BASE PLATES AND EXTERIOR FRAMING SHALL BE PRESSURE TREATED. (D 1/2"THREADED RODS AT 4'O.C., TYP. z ui Lu_ 11 LL C) 0 CN Z (2)2X12 ls� < Tr Tr < S-2.1 4 1/2"THREADED RODS AT 4'O.C., TYP. 3:E:l 0 (2)2X12 r3 0 :1 4 (2)2X12 (2)2X12 (2)2XI2 (2)2X12 4X4 P.T. PORCH POSTS, TYP. r4 S-2.1 "'INV (2)2X10 SYP No. 2 PORCH BEAMS, TYP S-2.1 2X6 WALLS WITH DOUBLE STUD GROUP UNDER GARAGE HEADER BEAM BEARING. 0 1 (2)2X12 FRAMING LEGE D EXTERIOR BEARING WALLS PLACE DOUBLE STUD GROUP UNDER PORCH BEAM BEARING. FASTEN PORCH BEAM TO DOUBLE STUD FRAMING PLAN GROUP Wt SIMPSON HUC210-2 HANGER. FASTEN SCALE: 1/4" l'-O" 2 PLY HEADER BEAMS DOUBLE STUD GROUP TO FOOTING WITH LTT206. PROJECT 720PROVENCE FILL ALL HOLES WITH 1 Od NAILS. DESIGNED: RB x0\ uH '8&l/// KCM 2 PLY PORCH BEAMS DRAWN: '\CEIVS SCALE: AS-NOTED 1/2"THREDDED ROD :�F CZ) No. 242 55 ENGINEER OF RECORD: RONALD J. BONGIOVANNL PE #2425-0' ISSUED: 9/14/15 C S7 OF ANCHOR ENGINEERING OF FLORIDA, IN REVISION: N/A R <) CIVIL ENGINEERING am or AL Ito xam 4000-11 ST. JOHNS AVENUE SF-1 EET JACKSONVIUZ, FIDREDA 32205 (9"-we- .. �j E HAS BEEN DESIGNED TO MEET OR AUTH. # 5143 E ND LOAD REQUIREMENTS OF CHAPTER#3 OF THE FBC 2014 RESIDENTIAL Vult=130MPH. 7/16,OSB ROOF DECK FASTENED TO TRUSSES. SEE TRUSS PLAN FOR FASTENING DETAILS.. EDGE OF ALL THREAD WASHER MUST BE GARAGE DOOR TRACK. -4 WITHIN 3"OF THE HEADER KING STUD,TYP BOTH SIDES OF OPENING. SEE CONNECTOR SCHEDULE ON COVER SHEET FOR TRUSS TO TOP PLATE CONNECTIONS. NO�2 SYP 2X12 HEADER TYP. (2)2X4 NO.2 SYP TOP PLATE FASTENED WITHJ"FLITCH. 3.5X1 1.875 LP GANGLAM 1.8E OR EQUAL WITH(2)ROWS 10d AT 16"O.C.STAGGERED. MINIMUM 24"LAP WITH(12)10d IN LAP. 2 KING STUDS AND 1 CRIPPLE,TYP. 112"ALL THREAD CONNECTORS.SEE ALL-THREAD NOTES FOR INSTALLATION SPECIFICATIONS.SPACING AND EMBEDMENT. 2X8(PT)PLATE EACH SIDE OF GARAGE DOOR OPENING. FASTEN DOUBLE KING STUDS TO SINGLE FASTEN 7116"OSB OR COX EXTERIOR PLYWOOD KING STUDS CRII PLE STUD WITH(6)16d NAILS. w 0 SHEATHING W/8d @ 6"O.C.ON EDGES,12"O.C.IN UJ FIELD. CRIPPLE STUDS (4)1/2-X 4-LAG BOLTS AT EACH DOOR TRACK WITH 2-SQUARE U. WASHER AND NUT AT GARAGE HEADER BEAM DOUBLE STUD 2x4 SPF STUDS AT 16"O.C. OPEN:NG S:ZES VARY-SEE PLANS FOR GROUP BEARING. OPEN NG S ZES < :Ir 1"""_ 20 NO.2 SYP PT BOTTOM PLATE.APPLY 112"ANCHOR uj BOLTS AT 6'O_C_WITH 6"MIN EMBEDMENT.CENTERED BETWEEN ALL-THREADS AND AT EACH SIDE OF BOTTOM PLATE SPLICES.1/2"ALL-THREAD RODS MAY BE USED IN THREADED ROD EMBEDMENT DEPTH 6" TYPICAL MONOLITHIC FOOTING WITH 3/4"RAIN PLACE OF ANCHOR BOLTS SEE ALL-THREAD NOTES FOR MINIMUM DRILLED AND EPDXY INTO FOOTING CUT.SEE FOUNDATION PLAN FOR DETAILS. DETAILS. WITH SIMPSON SET EPDXY OR SIMILAR. w 300OPSI CONCRETE FOR ALL FOOTINGS AND SLABS. ........ 1/2"ANICHOR BOLTSAT 6'O.C.WITH 6"MIN DRIVEWAY SEE FOUNDATION PLAN FOR FOOTING DETAILS. v EMBEDMENT,CENTERED BETWEEN ALL-THREAD RODS AND AT EACH SIDE OF BOTTOM PLATE Ah SPLICES OR 1/2"THREADED ROD WITH NUT AND 4v T. WASHER EPDXIED WITH SIMPSON SET EPDXY OR SIMILAR. MIUMM GRADE 14 A (2)05 REBAR CONTINUOUS. 'd 4. W a' f ....4 PLASM SIAMR lam PE, C) SEALAN or V,X�,/_�\�,N 61 X.M I`�\M I X�11 VN X�./1\' N� U. 02 _0011� >000,/.00 x/\/xxz, P19"WER FRAWO .MMB JOINT SEAMT LWATIONS SEA"LOCA11M HEADER FRAMING DETAIL TYPICAL GARAGE DOOR TRACK MOUNT DTL. �90TH CF C WALL SECTION TYPICAL 5 f 4100,m P�wnxc TL 1/2"= ll—ofll 3 1/2"=1 10—off 1/2 —on ,OiANNIEL PFE4AMHEO HOLES FM ANCHORMT0 SUBSTRATE NOTES 1.NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES,KINGS OR TOP PLATE IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING. SPE04"T=NOTE& SMAW hosill or bw bob sah stims aW*kw W 4irwWswaf(mumOt 1*04 WSW w*Ws0IQ,"t PwfK***w babow On**onlidwrid tow,wdpormWi"b*m I'll CH PER I I LVATIONS AND ROOF PLAN RgovacmNn Pc vows b&em im momm aw-mftspa.*m ipmwwws we rt,mRm-. swWAM'.w*wX*s*spxewAw mo potnewom*Av*#dare 11l', ENGINEERING TRUSSES @ 24"0 C VTSIGNED&SEALED CALCS BYA �MZNTALLAMW Lam aw"0"Qsft*vqb*hmmoso Cv*0cqmmmLqwbw**ubm aNdws Wd I I OPIDA REGES1 ERED ENGINEER 12 Al�ILIAI I SHINGIFSOVER 30#FELTON 16'0 SH SHEATHING RATED 16/24 AN000GESCHEVAE R-19 INSUL. SMMTE AOMM DATA fAVEM SpAt" Mk91WMW(q WK ON MAW*fl) HURRICANE IF FA TRUSS PER SIMPSON HUC210-2 HANGER FILL ALL FRAMING PLAN HOLES W/1 Dd NAILS. mammaks r FRW COM: TWAM Mam" WA (2)2X10 No.2 SYP.PORCH BEAMS. W;t'-V ftAT MOP 00.C� 96yow SIFM FRA�M MR DRIPEDGE 8'PLAT CONCRETE w6.3mops xjv HicnmKoomi r mw comek xx)U4 (RAT WAUt FASCIA AS SPEC fSEE DETAIL) C%FM TO A91IM Yg',0 WIT KINK OW 0 MOM CMS1 I- Gaaftcom"Im 01AT VE NTED VINYL ALUMINUM SOFIT 2x BLKG @GABLE ENDS (2)MSTA24 W/(26)1 Od FROM BEAM TO ASTRm WIL COWT COLUMN(PLACE ONE STRAP ON EACH SIDE 62=4pst ................................. OF COLUMN). *WWDSMA rfRomcomm 14 (2)2X10 No.2 SYP.PORCH BEAMS fLAT WilliM DBL.2x4 TOP PLATE(STAGGER JOINTS 4'-0-MIN.)W/SP4 @ EACH STUD 2X4 BLOCKING 48"OIC 7/16"OSB ROOF SHEATHING SEE ZONE CHART DTL. WINDOW UNIT AS PER ELEVATIONS AND NO.2 SYP 4X4 PT.PORCH POST.(TYP 2 PLA HEADER PER FRAMING PLAN FLOOR PLAN 2X4 OUTLOOKER @ 24-O.C.(MAX.24-O.H.)W/ AU @ 24"O.C. dh WINDOW SILL PER BUILDERS SPEC. 7116"OSB COVERED W/71T STUCCO OR CAULKED @ WINDOW HARDI-LAP SIDING OR 7-112"X 12'-W TEXTURED CEMENTIOUIS LAP SIDING SIMPSON ABU44 FILL ALL HOLES WITH 16d NAILS.USE A 5/8"ANCHOR DRILLED AND 2x4 EPDXIED INTO FOOTING,MINIMUM 2X4 WIND BRACE C RIDGE&AT 8 FT O/C TO EMBEDMENT OF 7". 00 3rd TRUSS W/(3)16d's EA.INTERSECTION P-1 1 BATT INSULATION— I I __16d's 6"OIC 2x4 @ 16"D.C. 16 0 S B SHEATHING H=0 TO 4 FT = NO 2X REQUIRED H=4FTTO1OFT = 2X41REQUIRED I XTERIOR FINISH PER EtEVATIONS N H=1OFT-14'-3"FT= 2X6REQUIRED spi VERIFY SIMPSON UPLIFT CONNECTOR FOR 4"CONC SLAB SEE FOUNDATION PLAN FOR FOOTING THE APPROPRIATE TRUSS LOADS.SEE TRUSS 2X4 P T SOLE PLATE DETAILS. PLAN AND DETAILS. L: O'-O"FIN. & DOUBLE 2X4 TOP PLATE. 00f, v,x� 0" MON !ITHICCONC FOUNDATIONW/(2) 4' '\�X/N z Of ;S\N 4 :. .-'d ;v ," z Z #5 RODS CONI ON CHAIRS X", X 00-\- "0 ?Z� OF ED TO TOP OF BOTTOM �100F �dC 2x4 96"O/C FASTEN CHORDS WITH(2)16d PER TRUSS 2X4 BLOCKING AT 4W O.C. CLEAN FILL OR (BORACARE SYSTEM MAY BE USED IN .0 LIEU OF SIL TREATMENT FOR TERMITES) TYP. EXT. WINDOW FRAME WALL SECTION. PORCH POST TO BEAM 6 GABLE END TRUSS BRACING 2 1/2 1$—ofll 4 1/2"=1 1-0" 1/2'*=1 0-0 It PROJECT 720PROVENCE DESIGNED: RB KCM DRAW i P H 0 z zz § SCALE: AS NOTED \C E[V ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ISSUED: 9/14/15 z No. 24255 a ANCHOR ENGINEERING OF FLORIDA, INC. =cc : REMSION: N/A CIVIL ENGINEERING ST OF HA 4000-11 ST. JOHNS AVENUE fic SHEET —LIP A JACKSONVELLE, FIDREDA 32205 EEN DESIGNED TO MEET OR AUTH. # 5143 EQUIREMENTS OF CHAPTER#3 OF H 81DENTIAL Wit 130MPH. TRUSS NOTES: 1. TRUSSES MUST BE CAPAB E OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND B AM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. A Y QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOIJLD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS EACH S DE l'-6" TO 6'-0' 5, ROOFEDGE 4' 3 HEADER STUDS EACH SIDE 6'-0" TO 12'-0" -- 4 HEADER STUDS EACH SIDE 12'-0" TO 18'-0" [—(D Q 2 HEADER STUDS REQ. 1) FULL LENGTH STUD Q 0 7 47T 3 HEADER STUDS REQ. FULL LENGTH STUDS 4 HEADER STUDS REQ. 2 FULL LENGTH STUDS ko-RIDGE 0 Q-1 4. BEARING WALL NAIL PATTERN, ALSO GABLE ENDS 2 2 4' 1 r 1. PLYWOOD: (FIELD) USE 8D NAILS 0 12" O/C (D Cc) ul 57 �EDGE) USE 8D NAILS 0 6" O/C 2 Q Fr Q 2. GYPSUM: (FIELD USE ED NAILS 0 8- O/C (EDGE) U$E 5D NAILS 0 4 111 o/C Lo co Fl.- 5. ROOF NAILING PATTERN (o Lo NtK Fs 0/c ZONE CHART ZONE 1 — USE 8D COM N NAILS 0 6 ZONE 2 — USE 8D COM ON NAILS 0 6" O/C V7- §ZONE 3 — USE 8D COM ON NAILS @ 4 st O/C IV 6. 1/2" GYPSUM CEILING: US--- 5D NAILS 0 7" O/C < A V 1.411 'A x V14 A v \Zd A v x I A w xzx 1/1 X v x zx lx-l/\ v lzx v I A V I A V V1 X v y X/ A V A V X VX y 'k/l x VXAI x 1/\ y \/I A v x x to CJ17 7. SENCO 2 1/4" X .131 & F ASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU CJ17 OF 8D COMMON NAILS. N ILED 0 5" O.C. EDGES & 0 5" O.C. FIELD " O.C. UP TO 14'-0" HGT. 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF 0 24 CJ16 INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF 0 16" O.C. UNLESS CJ16 < < OTHERWISE NOTED. co 0 INT C\l ce) T- Ir- Lo 00 w 0 9. GABLE END SHEATHING SHALL BE NAILED WITH 8—d's 4" O/C EDGES AND 6" O/C FIELD < < < < < < < < < < CJ15 10. TABLE 2304.9.1, OF THE FLORIDA BUILDING CODE 2010 ED., NAILING REQUIREMENTS CJ15 z ARE IN ADDITION TO STRA PING REQUIREMENTS. < LL 11. PROVIDE 5/8" TYPE X GY11. BD. 0 GARAGE CLG. BENEATH HABITABLE SPACE & 1/2" MIN GYP. BID. 0 GARAGE SIDE WALLS & UNDERSIDE OF STAIRWAY IF USED AS ACCESSIBLE SPACE 12 UPLIFT LOADS TAKEN FROM TRUSS ENGINEERING PREPARED AND CERTIFIED BY MR. WILLIAM H. 0 0 KRICK, PE #70861 DTD. 10/6/2015 N 1-71 71 (n bo co EJ13 C) EJ13 Z < o A o CJ15 lf A W CJ16 oo o o CJ17 --TA L-le'll All Y \/X Al v Z\ v I A Y X,.// A \11)tl A liv LF xz A IV\A Y A V X 7f 7 X/\ A y /X X11 V A �l V k A A NtK ll`�- (.0 Lo C12 to Tcc All, L]L,7 V � I I A A 61 If let k A A. X. V C12A B10 k"k -4 illk-lk A 71119 A 6'If A A V k"kA Bli 1 71611 61 20' 101811 71611 1 51411 1 1 PLACE DOUBLE STUD GROUP UNDER TRUSS ROOF TRUSS PLAN BEARING. FASTEN TRUSS BEARING TO DOUBLE PROJECT 720PROVENCE STUD GROUP W/SIMPSON H2.5A TIE DOWN. FILL ALL SCALE: 1/4" l'-O" HOLES WITH 1 Od NAILS. DESIGNED: RB DRAWN: KCM SCALE: AS-NOTED z ISSUED: 9/14/15 ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 REVISION: N/A \CE/VS ANCHOR ENGINEERING OF FLORIDA, INC. No. 242-3 CIVIL ENGINEERING OP HA SHEET 4000-11 ST. JOHNS AVENUE JACKSONMUE, FWRIDA 32205 BEEN DESIGNED TO AEET OR THIS STRUCTURE HAS (904—W8-1M) =—XCEED WIND LOAD REQUIREMENTS OF CHAPTER#3 OF AUM # 5143 THE FBC 2014 RESIDENTIAL Vult 130MPH. WEATHER-RESISTIVE BARRIER - LAP OVER TOP OF METAL HEAD FLASHING WOOD SIDING 2x4 STUD NOTE:- F qFAI AKIT WOOD STRUCTURAL PANEL META LATHE AND EAD FLASHING (26 Ga. Galy.) SHEATHING WEATHFR-RFSISTIVF SIDING - BARRIER MUST EXTEND WOOD STRUCTURAL PANEL —SHEATHING WHERE WOOD CONTACTS DOWN OVER FLASHING -WFATHFR-RFSISTIVE WOOD STRUCTURAL PANEL _�HEATHING STUCC cov NTH 'EJARRIER SHING (26 Go. Galy.) SHEATHING —.WEATHER BARRIER-(T-yyek "Or" Equivl TWO- 6YFES FL - A WEATHFR-R"P_�IVE RF RFARING PLATES- BRICK TIE','''"I,, THROUGH WALL SEALANT .,,,13TUCCO FINISH BARRIER STU C'0 EQ BRICK VENE 11 FLASHING 4 1/4- SCREED METAL LATHE- SEALANT 4F TO Al I OW FOR TREATED LUMBER NEC (26 Ga. Galv.)- SILL FLASHING (26 Go. Galy.) CONCRETE SLNB FLASHING (26 Ga. USE STAGGERED ROLTS 0E_ W ATHER-RESISTIV nr.F 4" Above Grade TREATED LUMBER WITH SCREWS CAULKING ISEALANT WITH (Minimum) HOLD-DOWN ANCHOR BARRIER RACKFR ROD ------Qrade DRIP CAP WEEP HOLES- WEATHER-RFSI STIVE WINDOW FLANGE- 13ARRIFR < GRA RFATFD LUMBER GRADE 0 0 0 WQQQ $1RUCTURAL PANFI RFAI /4 FIF: ::Ab� (Minimur (Inst led Per ASTM Standard 1063-03) SHEATHING W 0 Stu I cco Termination 0 Base Stucco Termination 0 Base WEATHER—RESI STI VE SYSTEM FLASHING SECTION C R 0 S(53— F C TI I ON 0 WINDOW < UJ Q BRICK I FDGF HEAD AND S11-1- (SidingIII)_ Of Wood Frame Stucture Slob) Of Wood Frame Stucture (Off—Gra AT AN EXTERIOR DECK I W U. Scale. 314"=1�—O* Scale: 314"_-I�-O' Scale: 314"--l'-O" Scale. 314*-l'-O" Scale: 314"-V-0' F� W NOTE U) NOTE: NOTE: SEAL WINDOW OPENING FINISHED ";IDIqG SERVES WFATHER-RFSISTIVF WITH SELF ADHESIVE C, AS COUNTER ELASHING BARRIER MUST EXTEND WOOD STRUCTURAL PANEL TAPE AS REQUIRED -DRYWALL DOWN OVER FLASHING SHEATHING BY WINDOW MANUFACTURER (INCLUDE METAL LATH WOOD STRUCTURAL PANEL UJ w/ STUCCO FINISH) WFATHFR-RFSISTIVE BARRIER TWO LAYERS OF WEATHE WOOD SIR CTURAL PANEL RESISTIVE-BARRIER 2 GABLE FACE THROUGH-WALL FLASHING ,--,-,.,. METAL r "!�, WEEPH STUCCO LAP SIDI HEAD FLASHING (26 Ga. Galy.) STUCCO El t ISEL STEEL LINTEL 5 x 5" GALV. FLASHING < C� SEALAN CONTINUOUS (26 Go. Galy.. SFALAN Upper 1/3 Portion) BRICK YENEER BEYOND S EATHING SHEATHING N Z CE ENT SHINGLES- AT JALMEL SILL FLASHING (26 Ga. QgLa-\ 000I LL P*ftm < TO FLASHIN ;001, SEALANT Two I AYFR5 QE )UFATHE 101*1 101 SLOPED BRICK SILL RESISTIVE-BARRIEE- WEEPH( LES METAL LATHE STU (Tyvek "Or" Equiv.) THROUGH-WALL FLASHING WOOD STRUCTURAL PAN (Tyvek "Or" Equiv.) (INSTALLED BEFORE WINDOW) 0 WIND XA Z/00I EL Zzi— (Tyvek "Or" Equi WOOD STRUCTURAL PANEL-_�1 IN JLLSd�� alz WEAIUFE RFSISTI WINDOW FLANGE WINDOW FLANGE, BARRIER. SEALANT APPLIED BI:EfT SEALANT APPLIED BEHIND (Use Self—Adhesive Tape) BRICK FLANGE & FLASHING WINDOW FLANGE AS REQUIRED AIR BY WNDOW MANUFACTUREI[L OFING SELF—FLASHING ROO :_ TO - WALL FLASHING CROS'-c;— :;FCTION 0 WINDOW CROSS—SECTION 0 WINDOW WINDOW INSTALLATION WINDOW INSTALLATION Peroendicular) HEAD AND SILL (Brick Vene HEAD AND SILL (Stucco� TYPE '2A2' (Top View) TYPE "1322 (Top View) . Scale: 314'--l'—O" Scale: 314*-1�—O' Scale. 314"—f—0" Scale: 3-=I'—U- Scale: 3W_V_0M NOTE: NOTE: WFATHFR-RFSISTIVE WFATHE BARRIER MUST EXTEND BARRIER MUST ING FOR LAP SIDING DOWN OVER FLASHING WINDOW TYPE PPAP2 DOWN OVER F (INCLUDE METAL LATH (INCLUDE MET L LATH w/ STUCCO FINISH) ( Self—Flashing) w/ STUCCO F ISH) CEMENT SHINGLES. AS REQUIRED BY WINDOW MANUFACTURER ROOF DECKING 5"x 5" GALV. FLA HING STEPS -WOOD STRUCTURAL PANEL F .16" WIDE, ROLLEIII:� TO FLASHING SHEATHING CONTINUOUS (26 Go. Galy.0 VALLEY FLASHING LAP SIDING "OR7 Nail In Upper 1Z3_EQffLW (26 Ga. Galvinize�_) 1. IN WATER SHEDDING FASHION WOOD STRUCTUR! STUCCO FINISH STARTING AT THE BASE OF THE SHEATHING WALL & WORKING TOWARDS THE —HEAD FLASHING TOP, INSTALL THE TYVEK O`ORPO EQUIV. TO THE FACE OF THE SHEATHING. CEMENT SHINGLES 2. APPLY SILL FLASHING ///-7 TO FLASHING 3. APPLY JAMB FLASHING 4. APPLY BEAD OF SEALANT AROUND THE PERIMETER OF THE BACK SIDE JDE MET L LAT TUCC+0 FI ISH (INTERIOR SURFACE) OF WINDOW FLANGE. 5. IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. 6. APPLY BEAD OF SEALANT ACROSS ROOF DECKIN THE FACE OF THE MOUNTING FLANGE AT HEAD. TYVEK "OR" EQUIV, 7. APPLY HEAD FLASHING. 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING OOD STRUCTURAL IG TYVEK "OR" EQUIV. TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE P NEL/SHEATHING 5% 5" GALV. ELASHING ROOFING ROOFI OVER DIAGONAL CUTS AT CORNERS. CONTINUQUS T26 Ga. .-niv) OHIMNEY FLASHING ROOF TO WALL FLASHING VALLEY FLASHING DETAII WINDOW TYPE `21322 (All Exteriors) (Perpendicular-) Scale. 314"--l'—O" Sl I FLASHING Scale: 314's=P—O' Scale. 314*_1'I STEPS: 1. IN WATER SHEDDING FASHION Brick Veneer Notes STARTING AT THE BASE OF THE R703.7.4.1 Size and Spacing WALL & WORKING TOWARDS THE Note . Veneer ties, if strand wire, shall not be less in thickness than TOP, INSTALL THE TYVEK POOR" No. 9 U.S. gage wire and shll have a hood embedded in the EQUIV. TO THE FACE OF THE SHEATHING. mortar joint, or if sheet metal, shall be not less than No. 22 2. APPLY SILL FLASHING U.S. gage by 7/8 inch corrugated. Each tie shall be spaced not See ttached Engineering lor more than 24 inches on center horizontally and vertically and 3. APPLYBEAD OF SEALANTATBACK OF shall support not more than 2.67 square feet of wall area. WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. Exact Structural Specifications. Execption: Where the wind pressure exceeds 30 pounds per 4. APPLY BEAD OF SEALANT AT SIDE JAMBS square foor pressure, each tie shall support not more than 2 & EXTEND AS REQUIRED BY WINDOW MANUFACTURER square feet of wall area. 5. APPLY JAMB FLASHING R703.7.4.1.1 Veneer ties around openings 6. APPLY BEAD OF SEALANT AT HEAD. Veneer ties around wall openings. Additional metal ties shall 7. APPLY HEAD FLASHING. be provided around all wall openings greater than 16 inches in 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING either dimension. Metal ties around the perimeter of openings TYVEK "OR" EQUIV. TO LAY FLAT OVER HEAD shall be spaced not more than 3 feet on center and placed within FLASHING. APPLY NEW SHEATHING TAPE 12 inches of the wall opening. OVER DIAGONAL CUTS AT CORNERS. R703.7.6 Weepholes PROJECT 720PROVENCE Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not DESIGNED: RB be less than 3/16 inch in diameter. Weepholes shall be located ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 immediately above the flashing. DRAWN: KCM AN HOR ENGINEERING OF FLORIDA, INC. SCALI AS-NOTED ISSUED: 9/14/15 5ifi'=Z= OF RA CIVIL ENGINEERING L 0 REVISION: N/A JACKSONVI FLORIDA 32205 IENs V, 0 , \C 4000-11 ST. JOHNS AVENUE ING D (904-MO-1259) LA H ETAILS DOW 0 FNING DETAIL AUTH. # 5143 Scale. 112"_—V-0* SCALE: VARIES cz) No. 2425 1EET SF 10 -X M. AL",,� 0 NOTE: All Electrical Wiring To Be In Accordance With Florida NOTE: Al Duct Sizing Shall Be In Accordance w/ ACCA, Manual "D". Provide Duct Testing In Accordance w/ Building Code, 2014. ASHRNE Standard 152. All Ducts & Air Handlers Not Locat d In Conditioned Space Shall Be Tested To Be "Substantially" Leak --ree. NOTE: Sr-rioke Detectors Shall Be Installed According To Florida Building Code, 2014. NOTE: Al Electrical iring To Be In Accordance With 2011 NEC. Provide Arc— Fault Circuit Interruptors In Living And All Bedrooms Per Article 210— . 12 NOTE: Stack Switches As Require To Rear Floods GFI ----------- Q Q ------- Q 60%18" 0— ELECTRICAL LEGEND Computer Station =0 F/L =ED F/L =0 __o F L F/L =0 XF� -X—, F XF/ CEILING FAN X Light Only ,," FLOURESCENT LIGHT LIGHT db 0) -----------ia Shower R & S =E) OU TLET man (5) GROUND FAULT INTERRUPT R & S > GFI a (All Waterproof) 0 M _6+ F-L $3 EXHAUST FAN/LIGHT .1 1 1 12" Bar 0 42" AFF W (5) -------- Discon�dct FAN ONLY > // F/L U :5) =E) Dist' nect NNI SWITCH Wo GFI I < - I _FL__1 - / I NO t% Disposal 00 > N 'a 1 0 & X 2- V THREEWAY-I�., 0 0 V6 GFF11 o =C $3 F/L 0 6 c 0 10 01 > F/h 0 0 1 Ma- I kn l% Wire For 2x6 Wall EYEBALL LIGHT X \% Fan/Exhaust l4d 11 C AOD GFI X V) ]to RECESSED LIGHT =0 Ad 0 04 Ref. 22M F j 11 x GFI SCONCE 39" Min 4 (bGFI &FI, R & S PRE—WIRE & BRACE --------- F/L GFI Q QGFI Disconnect QGFI PHONE /0, r- Attic Accesg, I COMP CABLE 4" Step L------j- J SMOKE DETECTOR/CARBON MONOXIDE '00V I To Attic lei FLOOD LIGHT COMPRESSOR GFI E)= GFIE) To Front Floods (;DO 100 2x6 ill,-,i C TR I CA L PLA N PROJECT 720PROVENCE SCALE; 114' 1`0' DESIGNED: RB DRAWN: KCM SCALE: AS-NOTED ISSUED: 9/14/15 x\N P H 8 E GINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 REVISION: N/A * *\CENS, NCHOR ENGINEERING OF FLORIDA, INC. CIVIL ENGINEERING SF-i EET No. 24256 OT HA 1 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 S Ti AA C. (904—M—Mg) AUTH. # 5143 �4* v At