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1390 BEGONIA ST - DRAWINGS CODE SUMMARY: FLORIDA BUILDING CODE 2010 -P FLORIDA RESIDENTIAL CODE 2010 C 0 N S T U C T 10 N ANS FLORIDA ACCESSIBILITY CODE/ BUILDING CONSTRUCTION 2010 ADA/ADAAG/FHA 2009 INTERNATIONAL FUEL GAS CODE W/ FLORIDA SUPPLEMENTS 0 - 2008 NATIONAL ELECTRIC CODE, NFPA 70 2010 FIRE PREVENTION CODE FLORIDA ENERGY EFFICIENCY CODE/RESIDENTIAL BUILDING CONSTRUCTIONw S A --V-.- -V-.-SQUARE FOOTAGE INFORMATION: MMD FOR CODE COMPLIANCE -F 0 CITY OF ATUkNTIC BEACH CONDITIONED SEE PERMITS FOR ADDITIONAL, NEW CONDITIONED SPACE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11822 S. F. REQUIREMENTS AND CQNDITI" SD REVIEWEI) SF's UNCONDITIONED SPACE: NEW COVERED PORCH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 187 S. F. UPLIFT LOADS TAKEN FROM TRUSS ENGINEERING PREPARED AND CERTIFIED NEW ENTRY 5 5 S F 9 0 -,3 -, Go A S BY MR. DOUGLAS FLEMING, PE #66648 DTD. 5/20/2015 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NEW GARAGE ADDITION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 429 S. F. N - C TOTAL NEW UNCONDITIONED AREA. . . . . . . . . . . . . . . . . . . . . . . . . . 671 S. F. ACH ) F 0 1 D A TRUSS TO TOP PLATE CONNECTOR SCHEDULE TRUSS END INTERIOR BEARING POINTS TRUSS END STRUCTURE HEIGHT AND # OF STRUSS UPLIFT/CONNECTOR UPLIFT/CONNECTOR UPLIFT/CONNECTOR UPLIFT/CONNECTOR MAX. HEIGHT OF STRUCTURE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15'— 6" Al 89#/l 0#/l 1 19 1 NUMBER OF STORIES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 IA PORTKSONVIL E A2 2421 131 981 A3 71 1 28#/1 82#/l AIRq , A4 66#/l 112#/l 59 1 TYPE OF C L RD u3� S � � A5 68 1 112#Zl 54#/l SII � s RD OAD 17 lav a cE RD ►r A6 100 1 154#/l 80 1 v OCCUPANCY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R- 3 S P �. A7 96#/l 241 1 94#/l �P OAD � zN � TP�T Fq 2 A8 290#/l 2 61 1 TYPE OF CONSTRUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5B DtJl�l AVE. R H �a ,�' �- A9 292#Zl 291 #zl SPRINKLED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NO ST OIIT RIV W A10 292 1 2660/1 .�c �c BLVD U5 d CKgU' Z GARDEN d UM A11 582#Z2 592#/2 Cisco DR Ibaut �, O hhs Blount Al2 84# 1 68#/1 W a s A13 84 1 68 1 EDENFI RSV PRITCHARD� j�� 17 FORT MATERIAL INFORMATION: a P� A 1 4 9 6 1 69#/l Whitehouse J CAROLINE RD A15 120#/l 9 0 1 Field � W k 1 0 TILT r� �� 9Z� RVI u ROOFING MATERIAL SHALL MEET THE MINIMUM REQUIREMENTS OF CHAPTER 15 (U.S. Navy) �a ,� - l }NE A16 132 1 116#/l vs �+ 3 95 7 2 G -c y W = u Al _ 274 1 OF THE 2010 FLORIDA BUILDING CODE AND THE 2010 FLORIDA RESIDENTIAL 285 1 a E W 90 D -� Craig Nun. e r ' 298 1 W a ca 4 ARLINGSWAY Airport tel. , A l 2 6 8 1 CODE CHAPTER 9. �. ap ER ST LAN7IC I,S a A 19 282 1 291 1 1U 17 10 - �- A20 623#/2 T ��' ITE YSTAL SPRINGS RD B2 1,_ 1 17 5 3 1117#/3 tL^ Florldn Jr. College s (South Campus) B22 212#/l 180#/l X23 219#/l 1>SC Herlon '9 a B y0 ��J � Univers t of P° 1 8 7 1 WIND ZONE INFORMATION: W Alrpor �. �� North �l�rida o B24 Q � -�� 13 _... 399#/l 399#/l BASIC WIND SPEED (3— SEC. GUSTS). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 130 MPH o� HtJTLER EXPRESSWAY 0 C25 1 154 3 1213#/3 BUILDING RISK CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .` . . . . . . . II rd rd s a C26 384 1 384 1 C.FGd. z95 11 WT ` 95 C27 225#Zl 225#/l EXPOSURECATEGORY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "C" �, JacksonvRt M A A Jacksonville s ,.. E28 261 1 261 1 Cecil Field E29 73 1 73 1 N vnt Air- q .. Naval 'S BL D tation t Air Station SUNBEAM #/ BUILDING CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . CLOSED �T `� cr � � 1 SCALE OF MILES E30 57 1 57 1 DUVAL C❑ 13 H Q R s EJ31 69 1 92j/1 TOTAL DESIGN ROOF LOAD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 PSF CLAY CO -4 EJ32 65#/l Orange 17 = 651 TOTAL DESIGN FLOOR LOAD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 PSF Par 1 TO EJ33 - 76 1 81 /1 KINGSLE 4 E � GREEN ST AUGUSTDVE EJ34 50#Zl 30 1 MINIMUM SOIL BEARING PRESSURE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,000 PSF EJ35 101 #/l 47#/l EJ36 58 1 56#/l HJ37 108#/l 110 /1 VICINITY MAP HJ38 69#/l 66#/l HJ39 43#/l 3#/l CJ40 60#/l 64#/l CJ41 54 1 34 1 COMPONENTS & CLADDING (P. S. F. ) CJ4Z 81#/l 35#/l SHEET NO. TITLE EJ43 71 1 87#/l SIZE END ZONE (5) INTERIOR ZONE (4) HJ44 106#zl 59 1 CJ45 62#/l 1315 4 0 — 20 24. 3 — 32. 5 24. 3 — 26. 4 Cs COVER SHEET CJ46 56 1 29#/l 20 — 50 23. 1 — 30. 4 23. 1 — 25. 3 SHT. 1 SITE PLAN CONNECTORS: 50 — 100 21. 8 — 27. 3 21. 8 — 23. 6 SHT. 2 ELEVATIONS 1. SIMPSON H-2.5A W/ (5)-8d NAILS INTO TRUSS AND (5)-8d NAILS INTO PLATES >100 1 17. 5 1 — 21. 5 1 17. 5 — 22. 6 2. SIMPSON H8 W 5 —10d NAILS INTO TRUSS AND 5 —10 SHT. 3 ELEVATIONS / O O d NAILS INTO PLATES 3. SIMPSON H16 W/ (2)-10d NAILS INTO TRUSS AND (10)-10d NAILS INTO PLATES SHT. 4 FLOOR PLAN SHT. 5 ROOF PLAN SHT. 6 FOUNDATION PLAN SHT. 7 FRAMING PLAN OZ fi o SHT. 8 FRAMING DETAILS SHT. 9 TRUSS PLAN ♦4 ,, z 0 SHT. 10 FLASHING DETAILS ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #242550 . P N�igfi�itf,��j> � ��,,.•<� �oS. . . �� SHT. 11 ELECTRI AL PLAN ��,,o,• QENs o ANC HOR ENGINEERING OF FLORIDA, INC. C � . �.� F •�� CHOR � c5; No. 24255 ;2� NGWEERING OF FLA. CIVIL ENGINEERING =` ST 1NC. 4000-11 ST. JOHNS AVENUE w ATE OF JACKSONVILLE, FLORIDA 32205 Lli J �� .�( .. gyp► c�` (904-388-1259) �� ' VI C AUTH. # 5143 0 FN D. CON C M ON T MES (15. (NO 1.D.) ELEV. (4.46) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . 0. (4.05) 0 6 ± D I T C GENERAL NOTES0 5) h- (TYPICAL) 1. IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN 0 " 12 WOOD POST CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING 3' HIGH AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. O MANHOLE Q 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND 0 DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. 6.2 ELEV. (6.69) CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE L/ DRAWINGS AND EXISTING CONDITION TO THE ENGINEER 0 W PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE Nt c� O WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, J SLEEVES, HANGARS, SLAB DEPRESSIONS, AND PITCHES AS WEST 14th STREET BENCHMARK LL MAY BE REQUIRED TO ATTACHE AND ACCOMMODATE OTHER 0 WORK. WOOD POWER z ., 50FOOT RIGHT- OF- WAY 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE ( . 0 ) POLE Q THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF (z .752) P K NAIL I N P 0 LE J Q (NOT PAVED) THE ENGINEER. 5. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS (6.05) ELEVATION (7.83) z Q ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO 6" WILD OLIVE w W o APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK, 6 HICKORY Q 0 0 0 M EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. (D W 6. SUBSURFACE SOIL CONDITION INFORMATION IS NOT „ � " O » AVAILABLE. FOUNDATIONS ARE DESIGNED FOR A 2000 PSF FD. 1 /2 IRON 7 OAK 7 OAK LLQ / � 7 OAK V SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY (LB 5231 ) 102900 6" OAKDIFFERING CONDITIONS TO THE ENGINEER PRIOR TO COMMENCING WORK. CD" 18PINE z 7. CONTRACTOR WILL INCORPORATE ALL NECESSARY ( •8) „ 11 332 2�� (6.38 Q LOCAL/STATE/FEDERAL BUILDING, FIRE, AND HANDICAP U CODES INTO THE DESIGN AND BASE PROPOSAL FOR A \ 24 PINE 109AK 1 0M COMPLETE TURN-KEY PROJECT. 10.0 3.5 - (6.66) 8. PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN 0 CONDITION WITH ALL TRASH AND DEBRIS REMOVED FROM \ 17.7. SITE. ALL WINDOWS AND CLASS CLEAN, ALL FLOORS CLEAN, bU A K �N ALL HORIZONTAL SURFACES DUSTED AND CLEANED,AND ALL �� PLUMBING AND TOILET FIXTURES CLEAN AND IN GOOD 2.5 WORKING ORDER. TWI N 2 Q m z 9. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A H I C R Y REGULAR BASIS. DO NOT ALLOW TO ACCUMULATE. w 10. CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES 0. w AND TAXES. N 6 OAK „ 11. DIMENSIONS INDICATED ON THE DRAWINGS IN ., 1 10 AK , m W Q REFERENCE TO EXISTING CONDITIONS ARE THE BEST 12.3 AVAILABLE DATE OBTAINABLE BUT ARE NOT GUARANTEED. r 0 BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE t- 14 OAK 9 0 A K I Li DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND � w 24.5 VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER O `^ Q (� , CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY _ • w THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIORC310 CK OR Y�� 20.1 TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT „ 0Lli RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS ` C38 0 (3 REQUIRED TO CONFORM TO EXISTING LIMITATIONS, SHALL BE (6.4) �(4.9)ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT z z OR COMPENSATION BY THE OWNER. 18.6 CD- - 0 LL i 12. A DESIGNATED LOCATION FOR STORAGE OF 1 „ -� PAM » CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE O � L O 9 MAGNOLIA G N 0 LI A E-- E-- DETERMINED BY THE OWNER AND IDENTIFIED AT THE �0 O PRE-CONSTRUCTION MEETING. 0 w -J a ✓ " MA NOLIA F- J PERSONNEL ARE CONFINED TO AREAS OF34.OV (.� 0 13. CONTRACTOR PERSO (4.21 � � D BUILDING NECESSARY FOR COMPLETION OF WORK. FREE ACCESS TO ALL PARTS OF THE BUILDING IS NOT ALLOWED. O 0 13 = w 0 _Z_ Z 0 w � 14. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING 13.0 20.0H I CK OR Y : z v DELIVERY, RECEIVING UNLOADING UNCRATING SORTING Q D m 9" OAK Q (�] SETTING IN PLACE, AND PROTECTING FROM DAMAGE ALL J EQUIPMENT FURNISHED BY THE CONTRACTOR. THIS w I �J NEW Q (Y- SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO CD Lli THE CONTRACTOR. �.( 21.5 c' � 21.s 0o „ 12 PALM c-- U 5.0 GENERAL SOIL NOTES F-- '\ csQ 12.3 ' AK , w w 6 WILDIf_lc_ ° Z - 20.3 22.5 (6.47) LIVEA OHO 6.3 � » 1. TERMITE PROTECTION SHALL BE PROVIDED BY 90.19' 5.0 5 8 PALM „ ; REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED 10 MAGNOLIA PESTICIDES, BAITING SYSTEMS,AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE ( .9) 1 5' (6.6) PROTECTION LABELED FOR USE AS A PREVENTATIVE 1 0 2 . 0 0 » O TREATMENT TO NEW CONSTRUCTION. UPON COMPLETIONOF FD. 1 /2 IRON 0 N " " , w (6.64) THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, 19.0 A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE (LB 5231 ) N FD. 1 /2" 'RON BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE (RLS 3129) BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED O BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. GENERAL NOTES 2. PROTECTION TO BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. 1. FINISHED FLOOR TO BE A MIN. 12"ABOVE CROWN OR ROAD. 3. DISTURBED SOIL TREATMENT MUST BE RETREATED. 2.17INISHED FLOOR TO BE MIN 8"ABOVE GRADE. 4. TREATMENT SHALL BE PROTECTED FROM RAINFALL BY 6 3. DRIVEWAY AND SIDEWALK TO BE 4"CONCRETE SLAB WITH PROJECT : BEGONIA MIL VAPOR BARRIER. IF RAINFALL OCCURS BEFORE BARRIER #10/10 OR FIBERMESH REINFORCED OVER CLEAN PLACEMENT, SOIL MUST BE RETREATED. 6X6, COMPACTED FILL. DESIGNED: RB 5. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB-ON-GRADE FLOORS SHALL BE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING Cll>SIRAN: KCM .� EPH NON-CELLULOSE CONTAINING MATERIALS AND RECEIVE AN THAT THE SITE HAS A MINIMUM BEARING CAPACITY OF 2,000 `�� `��• • •d/j/C K NOTED APPLICATION OF TERMITICIDE IN ANNULAR SPACE BETWEEN PSF. ENGIN ER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ��. \\C NS •�O� SLEEVE AND PIPE. Q• SITE PLAN : 22/15 ANC OR ENGINEERING OF FLORIDA, INC. = No. 24255 =�' MWR CIVIL ENGINEERING `` ylr = SCALE: 1:8 REVISION: N/A 1 4000-11 ST. JOHNS AVENUE `_y '>TATE OF ' JACI{SONV=, FLORIDA 32205 SHEET (904-=-UM) Z OR00'•• �� AUTH. # 5143 �'%�i��d�,• • .• • • ��`� ,'1p - vg"AL E � it W W 0 � J Z F-- U. O U w Q Z Q O Lu W m O LLJ W U m - o Z 0') Q M J Q Fiberglass Shingles Layered Trim 12 wz Crown Mold ( TyP) 5 4,.. Layered Trim W/ Crown Mold Layered Trim wz Crown Mold Wood Beam » W. 6'-8" A F 16 0 H 9 P I t Ht +,�- (Typ) 9' Plt Ht +f- 4„ rim . . o W 1111a ff ff Distance vTo Grade Distance Grade Y Y y Vary Stucco Finish tance To rade May V Stucco Finish I 16 Wood Shutters • 16" Stone Veneer Col. (Typ) �' 't'ti w� Gat�T jt'� 'i t�'•�l �+�- �'l�i.� o � U N ti SCALE: 114" - 1'-O" a QIP PROJECT BEGONIA �f DESIGNED: RB DRAWN: KCM SCALE: AS NOTED oo`�pSf�P H gpy , ``�� • . . . ��i,,� ISSUED: 6/22/15 `,Q�©•�•�C�N,SF •�Qy� ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 CS No. 24255 •;92= ANCHOR ENGINEERING OF FLORIDA INC. REwsION• NIA AT OF = ar,A CIVIL ENGINEERING SHEET = 1 4000-11 ST. JOHNS AVENUE .��' JACKSONVILLE, FLORIDA 32205 ', �'-. : '» OR (904-308-0 • a. • �� AUTH. # 5143 �3,0 NOTE: Attic Vents Will Be Provided At 1 Linear Foot Per 300 Square Feet Of Roof Surface. (As Required) (See Roof Plan For Ventilation Calculations) 12 (See Sheet 5 T YP 5 12 Fiberglass Shinqies 5 (Typ ) Q 2x6 Fascia Q W 4" Trim W O 9' Pit Ht +f- - (Typ) 9PitHt + Z— W —I Stucco Flnlshz F_ L :11 71 F7 I L U w O r r ff ff Q z Distance To Grade Vary May VaDistance To Grade ry May O W I (!) COW W W U L __�E -h -A L _E VA T7_ m0 N — o Z a� ALF: 1 " _ " SC /4 1 0 CCV) Q � J 12 �— 12 Q 5 ( TYP) R6 FaScin Fiberglass Shingles (Typ] 5 .................................. Fiberglass Shingles , 2x6 Fascia2x6 Fascia Stucco Finish ucco Finish 1 » H 4" Trim 9' PIt Ht +/ (TyP) i Stucco Finish ' 4 Trim (Tye) 9 P I t Ht +f- 4" Trim _7L 0 0 4__ 7L 7L LL 4 Trim ff 4" Trim ff Di anca o V �adeH Distance VG�rade y 6x6 Post w/ 1 x— Wrap (Typ) 212 0 w a (Typ) rr _ rr5 SCALE: 1/4 - 1 r-0 A 12" 0 ZH @ Entry Gable 12 Fiberglass Shingles Fiberglass Shin les g I A REAR ELE VA TT 5F( Typ) fiber lass Shin le 2x6 Fascia 2x6 Fascia 2x6 Fascia Stucco Finish 2x6 Fascia o � U Stucco Finish 16 It 0 ~' 9 Plt Ht + Z_ (Typ)' Stucco Finish (Typ)' 16" 0/H 9Plt Ht(Typ)'Stucco Finish u C C 0Fin ish stucco Finish 0 ff ff Distance To Grade May Vary Distance To Grade May Vary 0 6 x 6 Post .�i� PROJECT 1. BEGONIA 16 Stone Veneer Col. w/ ix— Wrap �C DESIGNED: RB . T ( yp) RIU;HT -A LE VA T / ON aA DRAWN: KCM `�,111111t111t11p!/!///j� ;40 SCALE: AS-NOTED " _ r �.y'S� � ISSUED: 6/22/15 SCALE. 1/4 — 1 -off * \GEhts G6M, ENGINEER OF RECORD: RONALD J. BONGIOVANNI PE 24255 F # Q" REVISION: NIA ~Q; No. 24255 ;zR ANCHOR ENGINEERING OF FLORIDA, INC. _°C • •-- kTmamw op mA CIVIL ENGINEERING SHEET STATE OF ; 1 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 AUTH. # 5143 57p--4)) 22'-6" 34'-10" 6'-8" 15 -10" 21 '-6" 13'-4" (Fra m e) (Frame 3'-4" 3'-6" 3 05 0S H 3 05 OS H R & S Frame Down 21 '-10" a� As Needed F1 I w (Slab) 4" n � 5 12 Pitch - 4 l 3Z12 Pitch Q 6' ox�ey� i''�'�ING tN co N (n � 4RDoU3 p'd w °CaT1oN 0 Of L — — — w Masterw 6x6 Post I `r w 1 x_ Wra I 6=o=e—= w p Porch p ^ ._.B e dr-o ^ I (Typ) � w I n 9' C I D I Top ^ ( Dbl Top 9 Ste Tr 1-011 g , „ w � , „ , „ _ „ U P y 925 —10 � w � late 2 4 11 4 +� 2),/ 41) 6 6 Plate � E oQ ., + — — �„ ,� ( 2„ 4,_4„ 3,_6„ � w I I _! _ Master ci oset _ a) 20 �' ^ Q a c0 o 00 ^ 3�5 H (2) O 6'—5" 2x4 Wall w 1 2x4 Wall Y w1 w I 00 Bedroom z w 20 w 00 O W 4" e 3 C'S H O O O (5) w I P.T. 2x4 P.T. 2x4 O 0 -1 � p g Sole Plate 00 O 3 6 (2) f f Sole Plate u' OPantry d- O > 5 Arch , „ 24 (2) „ 4"--Slab U N N �-R & S 20 0 N 6 12f-8 ° ° Kitchen, Compacted Fill ^ I I N � �- Cig d- wl 0 Z o M 20 w I cx 00 Co 24 ^ IF w NI ww 0 co M Bedroom # 3 00 Recess 9' CIg00 S e o Oo TrauChy0 Master � Q NLn FamZt SCALE: 1/4"= 1-0" w J Ir- Room I 3 8 3 0 81-6)) o g, Ig � o 1 28o d- a ,— „ o , „ O x4 Wall CO � - � 10 35 82x6 all w : ?� (5) I_C) COMP N °' N CD oN w I I.L w w ^ ^ O 04 0 w ( g I g 3,_1 6'_2„ 2)-0)) � 2 2,_6„ O w s vanity N l 20 5 Tub L 00w w O ^_ 00 o I Q Panel 1 I cM � 28 8" Col 8" Col 28 w 28 8" Co 8" Col 28 e 0 n I —Arc w w co (See Detail) N - 11 ,_4„ 8„ 6'_4„ 6' 6 -8 6,_0„ f f 'o Foyer o 9, CI g 0 ( I o L-- w D D - w - - � ^ J N N Dz zrz w �- Bedroom ##,2 Arch Detail0 L 0 DiningRme o l -� U w w 9' C I g N SCALE. 114"= 1 O" d- w Ir- 0 / 9' C I g 8" col 30 O w v D ^ w /` O o °' 4' teP 00 00 00 2 0 (2) CD arab I 31-Y I cel 9' C I g ro ro W 3 05 QSH (2) I 3C50SH a Entry +-.- 5,_6„ a 9' Clg o I 61_52) (2)_2x— Beam U w Q 00 W 00 16 tone 16 Ston e w Veneer Col. 9'-0" �e- 11 neer Col. 4 (Col. 4„ Q o ( 6x6 P.T. Post • N of 3050SH 3050SH 1N 91-81) ous (Slab) (Typ) �` �v 6'-6" 151-411 EMERY e CYECRESS OPENING ti 33 2 2 6 5.7 SQ.FT.MIN. G�qR p�� 5'-8" 101-611 5'-6" EXCEPTION:5.4 SQ.FT,ON GROUNDENING /�► 21 '-8" 35'-8" MIN.NET�R DIMENSIO FL; a / e ® ® a e 24"HEIGHT rJS, 57)--411 - 20H WIDT11 ffEA TE-Dee MAxStu.NEG181212 0 FI C-R-S10 • ff2vTj?Y 55 CARA Gam'. 4129 -FLOO P PROJECT : BEGONIA LA N Popcff.o 1 0-01, DESIGNED: RB 7 ,�QA 01 nm iSCALE: 1/4" = 1'-0" ````� $EPI4 �* 00 � fi f ®� DRAWN: KCM A. SCALE: AS_NOTED ASN F.1V ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255AF-we • y TO TA L ta 1i . 12493 I0 ISSUED: 6/22/15 ANCHOR ENGINEERING OF FLORIDA, INC. N°. 24255 R ,rs�v�nvc of Fid. CIVIL ENGINEERING s*- STATE OF °�� - REVISION: N/A 4000 11 ST. JOHNS AVENUE . 1 JACKSONVILLE FLORIDA 32205 N"Nud, Q• 'hSHEET 004-388-1259 • � 0 AUTH. # 5143 *''��NAL4 �gltlitll►�� 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" O. C. AT ALL SUPPORTS AND 4" WITHIN 4' OF GABLE ENDS Pit Rf (SEE ROOF TRUSS ENGINEERING FOR ROOF TRUSS SPECIFICATIONS) 4'x10' a �;. Ht 9 ' Plt ~ � Slab Ede Roof Data W W 2 2x_ eam E (Linear Feet) W I z � U. m v9/ X � Eave Line 210; J Q 2 00 Gable Line 33 M z Q ° Ridge Line 41 ', 000 01 P� HipLine 172 0 00o /001 HIt Ht Vail ey 77' W U 10 \> \X/,00 /I o z Ridge � Q C'7 ti� r j See Truss Manufacturer Layout f/ < Ridge 4 All Specific Information On Roof Design . L yo � NOTE: Attic Vents Will Be Provided At 1 Linear Foot Per 300 Square Feet Of Roof Surface. 5/12 Pitch X/'_ Total Roof Area 3023 Sq . Ft. Total ( Typ ) Divided by 300= 10. 08 Linear Feet Req , ( As Required ) _0 �o �y It Ht m x � x 9 lilt HtLLJ S A S 0 V-) Slab Edge v� A 9 ' PtHt 9 ' Pli Hf @ Entry x O FANPLO PROJECT /: BEGONIA 0% DESIGNED: RB SCALE: 1/4"= 1'-0" 'CFS DRAWN: KCM SCALE: AS-NOTED 710 �OS��+ ,,lr ISSUED: 6/22/15 �� ' CEN � � ' ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 @' ' �• SF �•�G`, REVISION: N/A ANCHOR ENGINEERING OF FLORIDA, INC. No. 24255 •2 * •z_ o,,,,u CIVIL ENGINEERING SHEET • =7k' STATE pp Y 1xc 4000-11 3T. JOHNS AVENUE JACIGSONVQ.LE, FIARIDA 32205 (aa-xe-ossa) 5 � AUTH. # 5143 i 1 S-1 44 22'-6" 00, 21'-104" 12'-114" 4 6 S-1 S-1 21'-6" 4"CONCRETE SLAB W/6"X6"W1.4 X W1.4 WWF (OR FIBERMESH)OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED 4"CONCRETE SLAB W/6"X6"W1.4 X W1.4 WWF Ilk FILL. (OR FIBERMESH)OVER 6 MIL VAPOR BARRIER 00 ON CLEAN COMPACTED TERMITE TREATED O O FILL. Lo _ CV N 2X4 EXTERIOR WALL WITH J'THREADED > 2X4 EXTERIOR WALL WITH 4'THREADED ROD EVERY 4'O.C.MINIMUM 6" ROD EVERY 4'O.C.MINIMUM 6" EMBEDMENT DEPTH DRILLED AND EPDXIED , EMBEDMENT DEPTH DRILLED AND EPDXIED r `a • . + • INTO FOOTING. • .c INTO FOOTING. I— ' • 4 ,• HEIGHT OF CURB VARIES WITH SLOPE OF Q = d %/\\/\ �! i+ , GARAGE SLAB. - FOOTING AND SLAB POURED WITH A MINIMUM • ' " / / ;; / OF 3000PSI CONCRETE. /\/\ .•: M ti ELEV-0-4 - `\/\\/` •. '. \\/\\/\ FOOTING AND SLAB POURED WITH A MINIMUM O' /\/\ •. •, //\/` . •, OF 3000PSI CONCRETE. N rI� _ ui 10, / ' (2)-#5 BARS CONT.ON CHAIRS. / \' ' \ '" (2)-#5 BARS CONT.ON CHAIRS. 00 uj 0i `4 � 9'-0" 1 -101 " 11, 7 " J 1 4 J N S-1 LL CD N C " TYPICAL MONOLITHIC FOOTING GARAGE MONOLITHIC FOOTING z = Oz < - U 10'-7 3 � Q W S-1 Q O 0 I - �c" Z W U_ 00 ' N ' M r M D 2-114 - 3 00 = O O Z ° ALL SLABS: 1„ 18'-94" -61-62 " N a 4"DEEP POURED CONC.SLAB 2co U. w/6x6,#10/10 W.W.F.OR M ° ( N FIBERMESH REINF.OVER 6 MIL 31-92, J VAPOR BARRIER OVER CLEAN 1 1„ COMPACTED FILL. -32 2X4 INTERIOR BEARING WALL WITH�'THREADED ROD Un 6'-1 EVERY 4'O.C.MINIMUM 6"EMBEDMENT DEPTH 3000PS1 MINIMUM CONCRETE COMPRESSIVE 4 STRENGTH AFTER 28DAY CURE DRILLED AND EPDXIED INTO FOOTING. i Of_O" AN. U. ELEV. #5 CONTINUOUS EACH WAY 0 4"PORCH RECESS C? ASSUMED DATUM FROM THE HOUSE .12 PITCH AWAY 4"CONCRETE SLAB SLOPES 1/4"PER FOOT I v O AWAY FROM HOUSE T_ 6 MIL MINIMUM VAPOR BARRIER ON CLEAN 6 MIL VAPOR BARRIER ON CLEAN M COMPACTED TERMITE TREATED FILL. COMPACTED FILL. < .� E7 '� \ " •, —'k 3000PSI MINIMUM CONCRETE < . .. :• , '�, ' '�'—' --k COMPRESSIVE STRENGTH AFTER m / / .• : `' 28 DAY CURE. / �� (2)-# A 6- 110 4 F` INTERIOR BEARING FTG. w STEP THICKENED EDGE SLAB M M 5 Ll 3 1/2 vt=i*—opt 4 1/2 09=19-091 00 1 - N S-1 U MV D N N Z 6-6 CO CD S-1 00 ELEV-01-6" ch cy) ELEV-0'-4" SLOPE 1/4"PF ' = SIN 1'-6" i 4X4 SYP PT POST,TYP. � CONCRETE SLAB,TYP. 2 -1 SIMPSON ABU44 TIEDOWN FOR POST TO ti SEE PLANS FOR CURB HEIGHT. FOOTING CONNECTION.FILL ALL HOLES S-1 _ WITH 16D NAILS.USE 1/4"THREADED ROD AN *4" 3000PSI MINIMUM CONCRETE COMPRESSIVE TIEDOWN W/MIN 6 IN EMBEDMENT AND I STRENGTH AFTER 28 DAY CURE. I �//� ' ` SIMPSON EPDXY OR EQUIVALENT. Y'04� _ �k 18"THICKENE EDGE ':�.• j '' --2'X 2'CONCRETE FOOTING W/3000PSI CV \ , 6 MIL MINIMUM VAPOR BARRIER ON •400 .' :' MINIMUM CONCRETE COMPRESSIVE POURED CONC. FTR W/2#5 \/ CLEAN COMPACTED TERMITE TREATED STRENGTH AFTER 28 DAY CURE. BARS EACH Y TYP. 6" 6" �4" FILL. (2)-#5 BARS CONT.EACH WAY ON CHAIRS A COMPACTED NATURAL SOIL OR IMPORTED FILL. A 21'-8" 9'-84" 9'-82" 13'-s4" NON-BEARING CURB STEP 5 1/2"=1'-o» 6 POST FOOTING TYP. 54'-10" 1/2 100=111 /2"-1,-0» 4 O S-1 ti FOUNDATION PLAN SCALE: 1/4"= F-0" O 4» CONC. SLAB -1 GENERAL NOTES: FOOTER --��- 1.) CODES USED: 2010 FLORIDA BUILDING CODE, ACI AND ASCE-7-10. ALL LATEST EDI11ONS USED 7•) UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: -- PROJECT BEGONIA 2.) ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES WELDED WIRE FABRIC WIRE SPACING PLUS 6 j HAVING JURISDICTION OVER THE WORK. REINFORCING BARS 40 BAR DIAMETERS PIPE THRU L ADD (1) #5 30" LAP DESIGNED: RB 3.) CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8.) ALL REINFORCING STEEL SHALL CONFORM TO A615, GRADE. 60. FOOTER MINIMUM COVER SHALL BE AS FOLLOWS: 4� DRAWN: KCM 4.) DETAILS FOUND WITHIN THESE DRAWINGS SHALL ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL FOOTINGS: 3" �� GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEA ER) 2" SCALE: AS-NOTED PEDESTALS AND COLUMNS: 2" ENGINEER OF RECORD: RONALD J. BONGIOVANNI PE 24255 ,`��`��N1tlilli11�11rt %;� , PIPE THRU MONO FTG. DTL. 5.) CAST IN PLACE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI ® 28 DAYS SLABS SLAB AON RADE:ND WALLS (20 FROMTOPSED TO EARTH, LIQUID OR ATHER): 3/4" # �� yQ� PH Q fig, N.T.S. �® ISSUED: 6/22/15 ANCHOR ENGINEERING OF FLORIDA, INC. ��`��,• �� ,� ' •�� y�= 4 6.) ALL REINFORCING SHALL BE HELD SECURLY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE W/ CRSI MANUAL OF 9.) ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STA DARD HOOK. va CIVIL ENGINEERINGMWAIRMIN Q,• �"' S� •G"G` `'' REVISION: NIA STANDARD PRACTICE AND ACI 315 DURING PLACEMENT OF CONCRETE. 10.) FOUNDATION SHALL BE CONSTRUCTED ON FLAT GRADE 1 4000-11 ST. JOHNS AVENUE . fid• 24255 • JACKSONVILLE, FLORIDA 32205 - l 11.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE MINIMUM (e04-MB- �) • ST SHEET SIOL BEARING CAPACITY OF THE SITE IN 2,000 PSF OR REATER. RUTH. # 5143 * �• THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR • EXCEED WIND LOAD REQUIREMENTS OF CHAPTER#3 OF ` . R 4 * ` THE FBC 2010 RESIDENTIAL Vult=130MPH. 6 1 i 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 AT 10" MAXIMUM FROM EACH CORNER AND AT EACH INTERSECTION OF BEARING WALLS. PLACE ALL—THREAD RODS AT 3" MAXIMUM FROM EACH SIDE OF ALL HEADER BEAMS. 3. ALL—THREAD RODS TO BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY SYSTEM, OR APPROVED EQUIVALENT. ALL—THREAD EMBEDMENTS FOR ALL EXTERIOR WALLS AND LOAD BEARING WALLS TO BE A MINIMUM OF 6" INTO FOOTING 4. USE 2„ SQUARE WASHERS ON ALL—THREAD AND ANCHOR, BOLT LOCATIONS, UNLESS (2)2X12 (2)2X12 NOTED OTHERWISE. FRAMING NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X4 SPF ® 16” O.C. WITH J" OSB. 2 1 2. OSB PANELS SHALL BE INSTALLED HORIZONTALLY USING 8d RINGSHANK NAILS 6"O.0 5-2. 3.5"X 14"LVL Q_ ALONG EDGES AND 12" O.C. IN FIELD. ui 3. INTERIOR WALLS SHALL BE 2X4 SPF ® 24" O.C. HEADERS, TOP PLATES, AND BASE 4 w O PLATES SHALL BE #2 SYP. S-2.1 CD Z J 3 N Q u. 4. ALL EXTERIOR WALLS WITHOUT OPENINGS SHALL BE CONSIDERED TO BE SHEARWALLS-21 SEGMENTS. (2)2X12 ::A] C� - V (2)2X12 (2)2X12 z o z W 1; - 0w 1 75 0 Q w U �2. W CD 0 0 0 Z 07 Q O 1/2"THREADED RODS AT 4'O.C., TYP. I � no 0 0 a � a � Q 1/2"THREADED RODS AT 4'O.C., TYP. • 0- 0 1g) . ET. o L__j _0 Isto X 7 _ 7 C 1 1 S-2.1 S-2.1 2X6 WALLS WITH DOUBLE STUD GROUP UNDER (2)2X12 GARAGE HEADER BEAM BEARING. 3.5"X 16"LVL 41 0 1 vzzzzzA FZZ-14ZZZZZZZZA ITI (2)2X12 mW (2)2X12 4 S-2.1 Q (2)2X10 �21 A A 5 S-2.1 • 4X4 P.T. PORCH POSTS, TYP. A (2)2X12 (2)2X12 3 o N Y' 2 x � S-2.1 FRAMING LEGEND Q EXTERIOR BEARING WALLS A PLACE DOUBLE STUD GROUP UNDER PORCH BEAM FRAMING PLAN BEARING. FASTEN PORCH BEAM TO DOUBLE STUD GROUP W/SIMPSON HUC210-2 HANGER. FASTEN SCALE: 1/4"= F-0" 2 PLY HEADER BEAMS DOUBLE STUD GROUP TO FOOTING WITH LTT206. PROJECT : BEGONIA FILL ALL HOLES WITH 10d NAILS. DESIGNED: RB 2 PLY PORCH BEAMS PLACE(3)CRIPPLE STUDS UNDER EACH HEADER B DRAWN: KCM BEAM BEARING W/(2) KING STUDS. SEE TYP. SEE oaf#�'��f � HEADER DETAIL FOR ALL OTHER SPECS. �y ��r �� SCALE: AS NOTED . Q 1/2 THREDDED ROD Ns • - ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE 24255 ISSUED: 6/22/15 PLACE 4X6 POST UNDER TRUSS BEARING. FASTEN �'/ �o �►` • # C 4X6 POST TO HEADER WITH SIMPSON (2) H2.5A .' � !1l�, �� '.�� ANCHOR ENGINEERING OF FLORIDA, INC. �� REVISION: N/A CONNECTORS. FASTEN 4X6 POST TO FOOTING • -� R y WITH LTT206. FILL ALL HOLES WITH 10d NAILS. ! Sym or HA CIVIL ENGINEERING Of • /laz 4000-11 ST. JOHNS AVENUE S H E E T JACKSONVILLE, FLORIDA 32205 (904-98e-1=) THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR AUTH. # 5143 EXCEED WIND LOAD REQUIREMENTS OF CHAPTER#3 OF THE FBC 2010 RESIDENTIAL Vult= 130MPH. 7/16"OSB ROOF DECK FASTENED TO TRUSSES. SEE TRUSS PLAN FOR FASTENING DETAILS.. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3"OF THE HEADER KING STUD,TYP SEE TRUSS PLANS FOR TRUSS TO TOP PLATE U BOTH SIDES OF OPENING. CONNECTIONS. 14 (2)2x4 NO.2 SYP TOP PLATE FASTENED NO.2 SYP 2X12 HEADER TYP. WITH(2)ROWS 1 Od AT 16"O.C.STAGGERED. WITH y FLITCH. MINIMUM 24"LAP WITH(12)1 Od IN LAP. 1/2"ALL THREAD CONNECTORS.SEE 2 KING STUDS AND 1 CRIPPLE,TYP. ALL-THREAD NOTES FOR INSTALLATION SPECIFICATIONS,SPACING AND EMBEDMENT. FASTEN DOUBLE KING STUDS TO SINGLE Wo FASTEN 7/16"OSB OR CDX EXTERIOR PLYWOOD KING STUDS CRIPPLE STUD WITH(6)16d NAILS. J SHEATHING W/8d @ 6"O.C.ON EDGES,12"O.C.IN FIELD. CRIPPLE STUDS 2x4 SPF STUDS AT 16"O.C. !� OPENING SIZES VARY.SEE PLANS FOR OPENING SIZES mr _ U 2x4 NO.2 SYP PT BOTTOM PLATE.APPLY 12"ANCHOR BOLTS AT 6'O.C.WITH 6"MIN EMBEDMENT,CENTERED BETWEEN ALL-THREADS AND AT EACH SIDE OF BOTTOM PLATE SPLICES.12"ALL-THREAD RODS MAY BE USED IN PLACE OF ANCHOR BOLTS.SEE ALL-THREAD NOTES FOR THREADED ROD EMBEDMENT DEPTH 6" GARAGE DOOR TRACK. DETAILS. MINIMUM DRILLED AND EPDXY INTO FOOTING WITH SIMPSON SET EPDXY OR SIMILAR. 2500PS1 CONCRETE FOR ALL FOOTINGS AND SLABS. (D Ouj • •.� • �� SEE FOUNDATION PLAN FOR FOOTING DETAILS. 12"ANCHOR BOLTS AT 6'O.C.WITH 6"MIN 3.5X11.875 LP GANGLAM 1.8E OR EQUAL -' U EMBEDMENT,CENTERED BETWEEN ALL-THREAD RODS AND AT EACH SIDE OF BOTTOM PLATE GRADE SPLICES OR 1/2"THREADED ROD WITH NUT AND j�. • + , •• `� "41 :� .! •, 4' •'• •� �•� WASHER EPDXIED WITH SIMPSON SET EPDXY rN • • •• • •. 1r • r• • y.. ••••: OR SIMILAR. �/ •� \/\ (2)#5 REBAR CONTINUOUS. i•. .� 4 :•;•� • • • • • •� it • ! ` �// r r /• y a:•..4�• •• '•, • • !" �•' • • !• • ,• z :'• :• :. r 2X8(PT)PLATE EACH SIDE OF GARAGE DOOR 1._0., �.� •. ;•'•. •' •. ,..�' •.: • OPENING. lof LL M /\/�\ ,/\/\/ IN/ J (4)12"X 4"LAG BOLTS AT EACH DOOR TRACK WITH 2"SQUARE WASHER AND NUT AT GARAGE HEADER BEAM DOUBLE STUD WALL SECTION TYPICAL HEADER FRAMING DETAIL TYPICAL GROUP BEARING. 1/2 tt=i I-Ott D 1/2 99=1 I—off NOTES TYPICAL MONOLITHIC FOOTING WITH 3/4'RAIN CUT.SEE FOUNDATION PLAN FOR DETAILS. 1.NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES,KINGS OR TOP PLATE IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING. DRIVEWAY A ROOF PITCH PER ELEVATIONS AND ROOF /\\/ j '• • PLAN \//\\ •: J: \/\ PRE-ENGINEERING TRUSSES 24"O.C. (MAX)W/SIGNED&SEALED CALCS.BY A FLORIDA REGESTERED ENGINEER , 12 ASPHALT SHINGLES OVER 30#FELT ON 7/16"O.S.B.SHEATHING RATED 16/24 y HURRICANE TIE @ EA.TRUSS PER R-191NSUL. FRAMING PLAN SIMPSON HUC210-2 HANGER FILL ALL HOLES W/1 O NAILS. MTL.DRIP EDGE 8'PLATE HT. GARAGE DOOR TRACK 'MOUNT DTL. FASCIA AS SPEC(SEE DETAIL). VENTED VINYL ALUMINUM SCAT 2x BLKG @ GABLE ENDS (2)2x12 No.2 SYP.PORCH BEAMS. DBL.2x4 TOP PLATE(STAGGER JOINTS 4'-0"MIN.)W/SP4 @ EACH STUD HEADER PER FRAMING PLAN NO.2 SYP 4x4 PT.PORCH POST. WINDOW UNIT AS PER ELEVATIONS AND FLOOR PLAN I� WINDOWSILL PER BUILDERS SPEC. CAULKED @ WINDOW SIMPSON ABU44 FILL ALL HOLES WITH 16d NAILS.USE A 5/8"ANCHOR DRILLED AND EPDXIED INTO FOOTING,MINIMUM x EMBEDMENT OF 7". 112"W.B. R-11 BATT INSULATION 2x4 @ 16"O.C. 7/16"O.S.B SHEATHING w SEE FOUNDATION PLAN FOR FOOTING EXTERIOR FINISH PER ELEVATIONS. DETAILS. SP, A4"CONC.SLAB 2x4 P.T.SOLE PLATE 0'-0"FIN.FLR. jr- • .. �. MONOLITHIC CONC.FOUNDATION W/(2) • /\/\/\/ �• : •• M NY #5 RODS CONT.ON CHAIRS ±:•:`• + OD 10.01, /\\//\//\//\//\// /\ /N Y / IN CLEAN FI \\ \\ (BORACARE SYSTEM MAY BE USED IN LIEU OF SIL TREATMENT FOR TERMITES) TYP. EXT. WINDOW FRAME WALL SECTION PORCH POST TO BEAM 2 1/2 01 /2»=1'-o» 4 1/2 vp=i I-opt PROJECT : BEGONIA DESIGNED: RB ```��W�tlt►Itul�flttl�� DRAWN: KCM JOSE P N B,p ��., oil` SCALE: AS _NOTED `•N` �• oCEN ` •�G'%��.� ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 �f Q`. `sF •OG ISSUED: 6/22/15 ©`; No. 24255 '. ANCHOR ENGINEERING OF FLORIDA, INC. 0 STATE OF OF HA CIVIL ENGINEERING 0.� REVISION: N/A ,* 1 4000-11 ST. JOHNS AVENUE 70- V* `. .7 JACKSONVILLE, FWRIDA 32205 SHEET (W-WS-Mg) A;$F AUTH. # 5143 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR ��4�f��F �,• � EXCEED WIND LOAD REQUIREMENTS OF CHAPTER#3 OF THE FBC 2010 RESIDENTIAL Vult=130MPH. •�d��lJ.rr<i.+11�� t/L f 1 7 TRUSS NOTES: 1. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS EACH SIDE 1'-6" TO 6'-0 5' ROOF EDGE 4' �- 3 HEADER STUDS EACH SIDE 6'-0" TO 12'-0" . 4 HEADER STUDS EACH SIDE 12'-0" TO 18'-0" O O 2 HEADER STUDSREQ. 1) FULL LENGTH STUD ® Q 4, 3 HEADER STUDS REQ. 2 FULL LENGTH STUDS k O —/ 4 HEADER STUDS REQ. 2� FULL LENGTH STUDS OO RIDGE -.•1 O � 4. BEARING WALL NAIL PATTERN, ALSO GABLE ENDS 2 z > 1. PLYWOOD: (FIELD) USE 8D NAILS 0 12" 0/C G4' 4' (EDGE) USE 8D NAILS 0 6" 0/C ,P � z 2. GYPSUM: (FIELD) USE 5D NAILS ® 8" 0/C O O 0 O (EDGE) USE 5D NAILS ® 4" 0/C 5, x N INUL.-N 5. ROOF NAILING PATTERN ZONE CHART §ZONE ZONE 1 — USE 8D COMMON NAILS ® 6" 0/C ZONE 2 — USE 8D COMMON NAILS 0 6" 0/C 3 — USE 8D COMMON NAILS ® 4" 0/C 6• 1/2" GYPSUM CEILING: USE 5D NAILS ® 7" 0/C B 7. SENCO 2 1/4" X .131 & PASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU Q OF 8D COMMON NAILS. NAILED 0 5 O.C. EDGES & ® 5 O.C. FIELD Q 8. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF ® 24" O.C. UP TO 14'—0" HGT. — INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF 0 16" O.C. UNLESS OTHERWISE NOTED. w 9. GABLE END SHEATHING SHALL BE NAILED WITH 8—d's 4" 0/C EDGES AND 6" 0/C FIELD 10. TABLE 2304.9.1, OF THE FLORIDA BUILDING CODE 2010 ED., NAILING REQUIREMENTS O� Of J ARE IN ADDITION TO STRAPPING REQUIREMENTS. 11. PROVIDE 5/8" TYPE X GYP. BD. ® GARAGE CLG. BENEATH HABITABLE SPACE & 1/2" MIN U GYP. BD. ® GARAGE SIDE WALLS & UNDERSIDE OF STAIRWAY IF USED AS ACCESSIBLE SPACE Q U) .. 12 UPLIFT LOADS TAKEN FROM TRUSS ENGINEERING PREPARED AND CERTIFIED BY MR. DOUGLAS J FLEMING, PE #66648 DTD. 5/20/2015 � r � r -ir - r 1r -Ir -Ir .L1\1 \1 Xl 4 m < U) z A � pw l D m LIJ U =Mac - �.-- o Z T 0) Q M J Q N\J/I I TKI cl ,..� J L J L JL J L J L J L J Lff'47 J 000 lic A IN A A w B x N �—s PLACE 4X6 POST UNDER TRUSS BEARING. FASTEN A 4X6 POST TO TRUSS WITH SIMPSON (2) H3 CONNECTORS. FASTEN 4X6 POST TO FOOTING WITH LTT206. FILL ALL HOLES WITH 10d NAILS. O PLACE DOUBLE STUD GROUP TRUSS BEARING. B FASTEN TRUSS TO DOUBLE STUD GROUP W/ SIMPSON H3 HANGER. FASTEN DOUBLE STUD ROOF TRUSS PLAN GROUP TO FOOTING WITH LTT206. FILL ALL HOLES WITH 10d NAILS. SCALE: 1/4"= F-0" PROJECT : BEGONIA C� FASTEN TRUSS TO TOP PLATE/HEADER BEAM W/(2) �� DESIGNED: RB C SIMPSON H2.5A CONNECTORS. DRAWN: KCM UH 8 �Nil �i>>r cQ SCALE: AS-NOTED '\C E IV fi .%- y ISSUED: 6/22/15 .y S. ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 • No. 24255 ••Z REVISION: N/A ANCHOR ENGINEERING OF FLORIDA, INC. ` TATE OF • ` CIVIL ENGINEERING THIS NTUR ADESIGNED TO AiF � , SHEET XCEED WIDLOA©RE REQUIREMENTS O MEET #3 OF � 1 4000-11 ST. JOHNS AVENUE HE FBC 2010 RESIDENTIAL Vult= 130MPH. rr✓r(fi�` ��` �. JACKSONVILLE, FLORIDA 32205 (904-586-1259) AUTH. # 5143 WEATHER-RESISTIVE BARRIER - LAP OVER TOP OF METAL HEAD FLASHING 2x4 STUD NOTE: (DING WOOD STRUCTURAL PANEL METAL LATHE AND BED OF SEALANT SHEATHING WEATHER-RESISTIVE BARRIER MUST EXTEND SIDING FLASHING (26 Go. Galy.1 SHEATHING WHERE WOOD CONTACTS DOWN OVER FLASHING WEATHER-RESISTIVE WOOD STRUCTURAL PANEL STUCCO COVER WITH BARRIER WOOD STRUCTURAL PANEL SHEATHING WEATHER BARRIER (Tyvek "Or" Equiv.) TLVE WO-LAYERS OF .METAL FLASHING. (26 Ga. Galva SHEATHING STUCCO FINISH BARRIER STUCCO USF RFARING BRICK TIE THROUGH WALL SEALANT METAL LATHE SEALANT BRICK VENEER FDGF FLASHING DRIP 41/4" DRIP SCREED �am (26 Ga. Galv.) CONCRETE SLAB _ FLASHING (26 Go. Galv.) TREATED LUMBER SILL FLASHING (26 Ga. Galva USE STAGGERED BOLTS OR 4" Above Grade TREATED LUMBER WITH SCREWS WEATHER-RESISTIVE (Minimum) HOLD-DOWN ANCHOR BARRIER -CAULKING/SEALANT WITH rade DRIP CAP WOOD STRUCTURAL PANEL WEEP HOLESWEATHER-R ISTIV BACKER OD GRADE TREATED LUMBER GRADE BARRIER WINDOW FLANGE 0 0 WOOD SIDING (Installed Per ASTM Standard 1063-03) WOQQ STRUCTURAL PANEL � W0 Stucco Termination © Base Stucco Termination 0 Base WEATHER—RESISTIVE SYSTEM FLASHING SECTION CROSS—SECTION 0 WINDOW -.� Wood Frame Stucture Off—Grade Q Of Wood Frame Stucture (Slab) Of Woo AT AN EXTERIOR DECK C� BRICK LEDGE HEAD AND SILT ( Idlna� t— LL Scale: 3/4"=1'-0" Scale: 3/4"=1'-0" Scale: 3/4"_—V-0" Scale: 3/4"=1'-0" Scale: 3/4'_—V-0" U) NOTE: NOTE: -NOTE: W - FINISHED SIDING SERVES WEATHER-RESISTIVE SEAL WINDOW OPENING Q Q AS COUNTER FLASHING BARRIER MUST EXTEND WITH SELF ADHESIVE WOOD STRUCTURAL PANEL DOWN OVER FLASHING .SHEATHING DRYWALL TAPE AS REQUIRED DRYWALL � z Q (INCLUDE METAL LATH WOOD STRUCTURAL PANEL BY WINDOW MANUFACTURER ff w/ STUCCO FINISH) WEATHER—RESISTIVE UJ 6 O BARRIER TWO LAYERS OF WEATHER � I WOOD STRUCTURAL PANELRESISTIVE-BARRIER CSD GABLE FACE -\� THROUGH-WALL FLASHING METAL LATHE LAP SIDING "OR' WEEPHOLES STUCCO W STUCCO FINISH ROOF DECKING / STEEL LINTEL HEAD FLASHING (26 Go. Galv.) < M F� CONTINUOUS ,26 Go. Galv., SEALANT SEALANT CEMENT SHINGLES / ail In UpPff IZ3 Portion) BRICK NEER BEYOND O TO FLASHING AT ,IAM SILL FLASHING (26 Ga. Galv.) SEALANT SHEATHING SLOPED BRICK SIL BARRIER - WEEPHOLES METAL LATHE (D XIN THROUGH-WALL FLASHING STUCCO WEATHER BARRIER WEATHER BARRIER (INSTALLED BEFORE WINDOW) WOOD STRUCTURAL PANEL ii (Tyvek "Or" Equiv.) (Tyvek "Or" Equiv.) 0 WOOD STRUCTURAL PANEL WINDOW WINDOW FLASHING APPLIED BEHIND FLASHING APPLIED OVER WINDOW FLANGE WINDOW FLANGE BARRIEFF BRICK VENEER SEALANT APPLIED BEHIND (Use Self-Adhesive Tape) AIR SPACE FLANGF & FLASHING WINDOW F1_ANGF AS R O lIR D ROOFING BY WINDOW MANUFACTURER SELF—FLASHING ROOF TO WALL FLASHING CROSS—SECTION 0 WINDOW CROSS—SECTION �a WINDOW WINDOW INSTALLATION WINDOW INSTALLATION (PerpendiculaL HEAD AND SILL (Brick Veneer) HEAD AND SILL (Stucco TYPE "A" (Top View) TYPE "B" (Top View) Scale: 3/4"=1'-0" Scale: 3/4"=1'-0 Scple: 3/4"=1—0" Scale. 3"=1'-0" Scale: 3'_—V-0" NOTE: NOTE: WEATHER-RESISTIVE WEATHER-RESISTIVE BARRIER MUST EXTEND BARRIER MUST EXTEND DOWN OVER FLASHING FOR LAP SIDING DOWN OVER FLASHING WINDOW TYPE "A" (INCLUDE METAL LATH (INCLUDE METAL LATH I w/ STUCCO FINISH) w/ STUCCO FINISH) " " � CEMENT SHINGLES ( Self—Flashing) ROOF WOOD STRUCTURAL PANEL v IN ( AS REQUIRED BY WINDOW MANUFACTURER " TO FLASHING STEPS: SHEATHING VALLEY FLASHING WOOD STRUCTURAL PINJEL LAP SIDING "OR" il (26 Go. Galvinized) ( - 1. IN WATER SHEDDING FASHION SHEATHING STUCCO FINISH -ROOF DECKING STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE I TOP, INSTALL THE TYVEK "OR" HEAD FLASHING CEMENT SHINGLES EQUIV. TO THE FACE OF THE SHEATHING. TO FLASHING I 2. APPLY SILL FLASHING 3. APPLY JAMB FLASHING 4. APPLY BEAD OF SEALANT AROUND THE PERIMETER OF THE BACK SIDE 71 (INTERIOR SURFACE) OF WINDOW FLANGE. 5. IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ROOF DECKING CRICKET/SADDLE 6. APPLY BEAD OF SEALANT ACROSS THE FACE OF THE MOUNTING FLANGE AT HEAD. TYVEK "OR" EQUIV_ 7. APPLY HEAD FLASHING. 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING 7 KING TYVEK "OR" EQUIV. TO LAY FLAT OVER HEAD WOOD STRUCTURAL FLASHING. APPLY NEW SHEATHING TAPE PANEL/SHEATHING " ROOFINGROOFING OVER DIAGONAL CUTS AT CORNERS. �► A CONTINUOUS ,26 Go. Galva. CHIMNEY FLASHING ROOF TO WALL FLASHING VALLEY FLASHING DETAIL WINDOW TYPE "B" All Exteriors (Perpendicular) Scale: 3/4"=1'-o" SILL FLASHING Scale: 314-=1'-0' Scale. 314"=1'-0* 1 11101 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 No te ® Veneer ties, if strand wire, shall not be less in thickness than TOP, INSTALL THE TYVEK "OR" No. 9 U.S. gage wire and shll have a hood embedded in the EQUIV. TO THE FACE OF THE SHEATHING. O mortar joint, or if sheet metal, shall be not less than No. 22 2. APPLY SILL FLASHING See Attached EngineeringU.S. gage by 7/8 inch corrugated. Each tie shall be spaced not for more than 24 inches on center horizont II nd verti II and3. APPLYBEAD OFSEALANTAT BACK OF horizontally vertically shall support not more than 2.67 square feet of wall area. WINDOW FLANGE & SET WINDOW USING Exact Structural Specifications. Execption: Where the wind pressure exceeds 30 pounds per PAN HEAD SCREWS TO FACILITATE INSPECTION. 4. APPLY BEAD OF SEALANT AT SIDE JAMBS square Poor 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. O Veneer ties around wall openings. ddi Tonal 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 SIE 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 BEGONIA 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 \`��0\' EPN�� , immediately above the flashing. /� � DRAWN: KCM R ANCHOR ENGINEERING OF FLORIDA, INC. Q,•, ti\cENsj .• , SCALE: AS_NOTED �YCHOOF HA CIVIL ENGINEERING t 0�• No. . .y. C1 ISSUED: 6/22/15 4000-11 ST. JOHNS AVENUEWft cr • X4255 •; 10 1 JACKSONVILLE, FLORIDA 32205 �`` REVISION: N/A (904-W8-=9)-s�-�s� �: STATE OF : ,� � FLA5 G D TAILS _WINDOW O P E N I N(� DETAIL 1'' A=. # 5143 '� � P. `•�� SCALE; VARIES Scale: 112"=1'-0* �� , •• • . SHEET AL 10'��f�i»luinu►Ha�ti� NOTE: All Duct Sizing Shall Be In Accordance w/ ACCA, NOTE: All Electrical Wiring To Be In Accordance With Florida BuildingManual "D". Provide Duct Testing In Accordance w/ Code, 2010. ASHRAE Standard 152. All Ducts & Air Handlers Not Located In Conditioned Space Shall Be Tested To Be "Substantially" Leak Free. NOTE: Smoke Detectors Shall Be Installed Accor ding To . NOTE. Stack Switches As Required Florida Building Code, 2010. NOTE: All Electrical Wiring To Be In Accordance With 2008 NEC. Provide Arc— Fault Circuit Interrup tors In Living And All Bedrooms Per Article 210- 12. Q pRMDE GFC1 AND ARC O FAULT pROTEcTIOw AS UJI � � REQUIREII SY GME Z Uj 0 R & S Q Q� .� V) 0. U 1 17 To Rear Floods o-- Q V Z Q ELECTRICAL LEGEND _ WF/L � o FI / U W V / W 00 CEILING FAN /XF//L I �-- aGFI / O U 0 / / \\ / W a c Dimmer �— cC x Q FLOURES \ — � M CENT LIGHT o Dimmer � t— J 4" e GFI �.. 5 LIGHT � � � ( ) GFP GFIqp N "' Q -, / = OUTLET f o Field .� R & S / Q GFI GROUND FAULT INTERRUPT N l ` / Verify (All Waterproof) GFI _ ®, \® 3 GFI � EXHAUST FAN LIGHT O Floor ® FAN/LIGHT FL x 0 PI F/L 00 / ug ® FAN ONLY O ox •(D o Q Aro r $ SWI TC H o �� Recess 0F L F/L � { TH R EE WA Y shower 4 N ) GFI ware Far \ $3 GFI � ° Fan/ xhn us \ � G 0 Disconnect F \ ® EYEBALL LIGHT ;, Floor \ o D ` Plug \ 2x6 all ® RECESSED LIGHT ,� X �5) COMP M --\ o o SCONCE 2OV Dimmer . - 0 F L PRE–WIRE 8c ' � 5' Tub / BRACE Field p \ Verify Q F L Elec. PHONE Panel Dimmer 0 i S I CABLE FI /U, 8" c \—march—_ Col 8" col / O SMOKE DETECTOR/CARBON MONOXIDE Fu) qP o _Z � FLOOD LIGHT /6"\ /6" I =E)a, \ / s D 1 N N I > yU I Q � / — a To Attic 7 �/ Disconnec XF/COMPRESSOR LightL L� A U I O 8" Col \ D GFI 4 Step GDO 1 I GFI ` I =r I l O !Olt 220V t HW / To Front Floods / v GFI x p V3 1 Lj GFIAS PAW OF'ME i tRAt'� 00CWEWqKRF004% THEFtEFORE IT IS NOT RNW40 FOR CODE bOMPUAWE PROJECT : BEGONIA .e DESIGNED: RB Kpw? 0� DRAWN: KCM �NI``` H 8°tic's '�0 C TRICAL PLAN `�� 0 1 11 S�� /� SCALE: AS_NOTED ' �` ISSUED: 6/22/15 SCALE: 1/4"= 1'-D" w 'No. 2426 ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE24 cc , = • !' # REVISION: N/A I j STATE h , �` R ANCHOR ENGINEERING OF FLORIDA, INC. ,,� *• ,,,�-�, �,,u CIVIL ENGINEERING i • • 4000-11 ST. JOHNS AVENUE SHEET JACKSONVILLE, FLORIDA 32205 �flINA AUM # 5143 s 13'4" 2116" -22'6" O QJ N >>x JOB-50305 COEN CONST.GROUP N LOC:1390 BEGONIA ST. - m PLAN:MARTIN RES. -- O DESIGNER: LARR"' RUCKEL U EJ4 v U N Ol CJ46 u CJ4� i PITCH: 5/12 N� OVERHANG: 16" '�> CJ45 cJ45 WIND CODE: 130 MPH EXPOSURE C CLOSED QOM pq 41 r B24 2- P>_� 523 ALL TRUSS PLATES ARE ALPINE PLATES _Y I o APPROVAL #1999-3 1 p d o 6, E322 ENGINEER OF RECORD 521 2- FLY co UNKNOWN nu T 4 O E i- : "i O L a, EJ32 l a N i d Ld o o _ +' u--F u T o, Q, ENGINEER OF RECORD TO REVIEW w° - T ALL BEAM AND TRUSS ENGINEERING �`' s s N O A O i T O i AND SIZE FOOTERS, HEADERS, COLUMNS AND z- L a EJ-31 WHERE NECESSAR'', TRUSS FABRICATOR a41-Z3 Z'a ,o �, WILL NOT BE RESPONSIBLE FOR U a E O i+' w N O O Q U, U, i a, NO) REPAIRS RESULTING FROM A TRUSS ORwcm a i -� a ��u � a BEAM BEING INADEQUATEL'' SUPPORTED. �� t g� L i i+'+' i a, Q) ,n EJ33c,-a -,Wu S �, ��1 3 Q L75 o i u a, L o a-+ o Fo u EJ34 a a� EJ31 U+�� o�� Cj 0 c i EJ35 L� ,o s-cc, bis CJ42 rLHANGERS ON JOB ARE AS FOLLOWS o UNLESS NOTED OTHERWISE 3 N �� '^ o 0 ZN> AI r APPLICATION PART # APPROVAL # _ Q 0 0 W u a cv m fi �/ t4 dJ Qa, ° o- o::DL a, 4 Q Q l Q Q Q a o u a, i EJ36 m 1-PL'' TRUSS HUS26 FL10655.94 z � i i Q - WS i-S51. s o 2-PL'' TRUSS HGU5202 FI-114653 �--- a, > o o Q N E U,Q i--'J O Q CJ41 nE3 CJ42 U CH 2- L1 O 11 29 qj �., C2& 28 CJ4m ACC140 �s u CJ41 - vcO �t U EJ31r CJ42 U 2 0- L I 'I 1 0 0 �9^ �� U U 145" 64" 10'5" 21'8° 57'4"