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1657 MARITIME OAK DR - PERMIT RES18-0061 new single-family homeAll claims for error or defective material OFFICE COPY • "p6+ o 0 0 Jot J02 i J03 I� b 49' 11" m m B07(6) 0" = 2' 0 2' 0" 2' 0 2' 0" 2' 0" 2' 0" 2' 0" -i f� 70 � ! F01 —Fr � w �! r F02(8) o o , 1' 1 1/2" V1 1 1/2" F0641'�5 F07(3) F08 I. [. � 2X8 OVERHANGS � APPLIED BY OTHERS 27'11" 3'0" 1 st Floor ;duct ss onnector Wall Height Hatch Legend Qty A/C CHASE U26 13 n 9 1-1/8" PLATE HEIGHT THA426 3� 1-118" PLATE HEIGHT e made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. SHOP DRAWING REVIEW DISPOSITION ATTENTION: Review of shop drawings is only for conformance with the design concept of the project and does not relieve the contractor -- -- -- — — I of responsibility for any deviation from the requirements of the shop dra ings. Contractor shall determine and verify all field measurements. Aos 2 a 2 2 g 0 1$?. O RETURNED FOR CORRECTION APPROVED 0" 2' 0" 2' 0...2• o.. 2' 0.. 2' o.. Jul' _ I ❑ APPROVED AS NOTED 11 RETURNED WITHOUT ACTION J02 J03 D NOT APPROV 11 SEE TRANSMt AL LE ER /r COMMENTS BY DATE &, HULSBERG ENGINEERING, INC. FL CERT 25846, To" 11481 ST. AUGUSTINE RD. N 202 JACKSONVILLE, FL 32258 N U / / ✓, 0 p ro I J07 U08A0 ■ i j J09 Approved trusanchor by builder. FLOOR TRUSS 3112"Ribbon 20 s 112' BRO. Typical Truss 1 i N J12(10) J07 b s � JO& r` J09 CO2 N b CO3 N CD4 N N C05ill 3/4" C04 Rotate Attic Access o N � D04 = gD03 b N D02 b i ZN b fV E06 -C o b HTU2e' J10 N in HTU28 E05 o J07 �E04 fV I E03 b fV �E02 b <V J08 n J08 b J07 , J07 27 11" TO" 2nd Floor Wall Height Hatch Legend Tess Connector Total List A/C CHASE Manuf Product Qty n 9' 1.1/8" PLATE HEIGHT HT026 3 10' 1-1/8" PLATE HEIGHT FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 219 ...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f Top Chord Dead Load 7.00 10.00 p.s.f Bottom Chord Live Load 0.00 0.00 p.s.f Bottom Chord Dead Load 10.00 5.00 p.s.f Total Load 37 55 P.M. Duration Factor 1.25 1.00 Building Code FBC 2017 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. VVind Usage RES. CAT II Building Exposure B Building Type Closed NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Specel considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the builder an approved truss layout prior to fabricator. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0). Accordingly, d disclaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses manufactured by Manning Building Supplies Warning: Conventional framing, erection and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection; and permanent bracing which may be required in specific applications. See Bracing wood trusses commentary and recommendations (BCS/ 1-03) for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top end/or bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. Approved truss anchor by builder. 2x4 minimum top and bottom chords. Square cut overhangs. 12 587 � - 8 15116" 19 1/2" ,l ;SIA 20" BY OTHERS BRO. nless note otherwise. Engineer of Record: Floyd S. Simpson - FL PE #50791 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 Manning Buil in Supplies, INC, 11155 Philips Parkway Dr. I', fens Jacksonville, FL 32259 Phone: (904) 288-8225 Fax: (904) 280.2981 ustomar. Riverside Homes o eme: Heaney Res (Key Largo B1) 142 / / Atlantic Beach Country Club tale: rewn y: Jo u e N.T.S. 1/2!2018 JK J170748 DESK -erg,. 9 CLG. 2-2� SH �IL192'-0'AFF LOFT 9 ✓ p'. RCLG. 5`e° FR. PR. 11 I sy4. I I ii BALCONY — I II I I a• P.T. PC5T''1 I I WR.9PPED r0 1 �nRaL,.__ srr-,r 2nd FLOOR FLA S I Al2 DETAIL �cror�ncrw��w, ea �avu:r.-w•::ve,enTrr ar..r� M „Tlt JE' w rE1MG]/GVAnp:E b'd';ABerE MSTG; AI �.swc�eaoeuA wr_a•Gcro;cEsi� nr nibs-urs x,ess-„".,•er..,.-,Mx'�"':-A3ac,csrA,Rw,ba .uuicei rz1puF�''.usar`nu.v,T�°�.r`-ns- `cesA,�=_a lbs ¢_ srcrnnAl av T-oeArmcr_cea,M,9t,..Aro� +Ais wc-w`swa.i iA3.e.oeo_ A,ovcwuoibs Arr��,n Aw Te acne wee zr o.pasrcc onoc a � ce, RAe. xL5E45 srexsc s-w.aw-. D #2 11 9'LLG Duct Sized Per ASHRAE Standards Friction Loss = , OS Static= , 2 Total CFMs = Duct Sizes shown in Area X Length TEL= _�,7e C = CFM on Drawing w t,. OPEN TO 3E -Ow S 12AFF 5b G. CALCULATIONS tsrF_OO _?LNG 1560 2ND F_00 LIVING TOTAL1 788 GARAGE 2348 PORCH 496 346 FALCONY 346. TOTAL COV RED 3536 GRIL- PATI 72 UTILL`Y YA D 60 VOLUME OF COMATION'ED SPACE 24,148 MECHANI 6LEQUINENT NOTES: FDC -8302.5.2: DUCTS IN GARAGE SHALL DE MIN 26 GAGE SHEET ST rEL WITH NO OPENINGS INTO GARAGE ALLOWED. FDC -R, M1305.1.1: 11N 4" CLEARANCE REQUIRED AROUND ALL SIDES OF M AMCAL EQUIPMENT AND COMPONEN-S, IN LUDING DUCTS, WITH THE TOTAL WIDTH OF THE ENCLOSIN 3 SPACE FEING AT LEAST 12" WIDER THAN THE FURNA E OR AIRHANDLER GROUND-MOUNTE MECHANICAL UNITS SHALL 3E ANCHORED IN ACC RDANCE WITH F5C-R, SECTION M130Z2. I� 15t FL001, FLAN NOTE TO FRAMER: INSET ALL EXTERIOR WALLS 1/2" FROM EDGE OF FOUNDATION i C E Nates 5 AND WINDOWS ARE APPROXIMATE INiSI "D 52E5: REFER TO MFG'S SPECIFlCATIONS FORROUGH OPENINGS PRIOR TO FRAMING 2. ALL EXTERIOR WALLS INSET 1/2" TO SET 055 FLUSH TO FOUNDATION 3. TANKLESS GAS WH 4. EXTEND HALL, LNDRY AND WIC 5" INTO GARAGE, OWNERS BATH 5" LARGER 5. FREE STANDING TUB IN OWNERS FATH 6. PREPLUMF LNDRY SINK 7. GAS 5TU13 Ar GARAGE PATIO 8. PREPLUMB WET BAR SINK __ _REVISIONS RIVERSIDE HOMES ii Build With Confidence 12276 San Jose Blvd, Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www. myrtversidehome. com Lot--_ 142 Atlantic Beach Country Club Heaney Residence Floor Plans 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.27.2oI7 Scale Plan of Key Largo- Bl 7 written 4,InK AOA Shan Dave p'eceynce scab d'im it Cmtracwo shall venfy and bC respuninie ear axrerrsions and coo,j t_ of the iob. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLvo. SUITE W330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-071.2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 Jacksonville, FL 32223 904.260.3319 CV 01 —Y--------------- ------------ 191-01, ---------- 19'-0" i I I N I I PROVI RECESS F( I SHOWI I I I I I I I I I I o I I I I M16 3'-8" r— — — — --I I I a I � I I L ------ I N M 50'-0" --------------- -------------- I — i I c I Eli I I I I I I I I I I D j: -::- -:.- :-. -:::.: rr — SD- :;;::::: .........: : ..... ....: •:::::::::::::::::.::.::: ....... . : I I N I I 2x10 TREATED LEDGER w/ HDG ANCHOR BOLT @ 16" O.C. (ADHESIVE w/ 4" EMBED I I I I ;;L !30"x 30"x 12" PAD FOOTING WITH (3) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 I 2x16 TREATED WOOD SCISTS na 16"O.C. 9'-6" 1 9'-0" FOUNDATION PLAN LtLJ� 9'-8" 50'-0" 2'-10" m m A w 19'-0" =STEMWAL- 0 CV Q) � I I I I I I I I I I I I I I I I I I ..0 ci I I I I I I I I I I D j: -::- -:.- :-. -:::.: rr — SD- :;;::::: .........: : ..... ....: •:::::::::::::::::.::.::: ....... . : I I N I I 2x10 TREATED LEDGER w/ HDG ANCHOR BOLT @ 16" O.C. (ADHESIVE w/ 4" EMBED I I I I ;;L !30"x 30"x 12" PAD FOOTING WITH (3) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 I 2x16 TREATED WOOD SCISTS na 16"O.C. 9'-6" 1 9'-0" FOUNDATION PLAN LtLJ� 9'-8" 50'-0" 2'-10" m m A w 19'-0" =STEMWAL- 0 CV Q) CJ = SUGGESTED CONTROL JOINT LOCATIONS =DENOTES TWO STORY """"' FOOTING CONDITION CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION. c � r 1 v 0)l LO u LO W ^ M El E: O J O N ^ LL U � W � E J a> O Z .� O O W Y o) U � E C = O rTl it � W W H N U) � M 0- x V M■� Q CD Q) N W o co Z rn -Q ct) LL- 0 .L(`i o _ N Q C6 0 00 :'.2 L J cn cl? ?� 0 V ,� ■ J 07 O Q � 72 V c a> a" FLORIDA C.A. NUMBER: 25846 O m• f1 f�llwuu�nu P ��. uj • � f LUR w, nn -18 FLOYD S. SIMPSON, PE E FL PE No. 50791 C COMMENTS: m C a Q) m C co U i O Q) O O C Q) (4 O Q) ..0 I I O 1 CN C i t CJ = SUGGESTED CONTROL JOINT LOCATIONS =DENOTES TWO STORY """"' FOOTING CONDITION CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION. c � r 1 v 0)l LO u LO W ^ M El E: O J O N ^ LL U � W � E J a> O Z .� O O W Y o) U � E C = O rTl it � W W H N U) � M 0- x V M■� Q CD Q) N W o co Z rn -Q ct) LL- 0 .L(`i o _ N Q C6 0 00 :'.2 L J cn cl? ?� 0 V ,� ■ J 07 O Q � 72 V c a> a" FLORIDA C.A. NUMBER: 25846 O m• f1 f�llwuu�nu P ��. uj • � f LUR w, nn -18 FLOYD S. SIMPSON, PE E FL PE No. 50791 C COMMENTS: m C a Q) m C co U i O Q) O O C Q) (4 O Q) ..0 O C C6 .T 0 0 U U W W W 0 = U ' 0 U �. 0 .20 U) Q) Q w LLJ Q �- U e— c Z W W O C J � a� JOB NUMBER, COUNTY: c' 17-2056 DUVAL W L E' %" = l'-0" (U.O.N.) QD OFFICE C 0 E DO NOT SCALE THIS DRAWING RELEASE DATE: 01-26-18 U CZA 02-01-18 DJM ai c REVISION a DRAWN D BTC o p c /r� !,� / "a CHECKED BY: FSS B f # A EJ � (J — 0V 6l W TITLE: DATE a 3 /mol FOUNDATION PLAN SIGNED -- =SHEET: 00 0 N ® PORCH JOIST AND ADDED FOOTING O TYPICAL ALL S EXTERIOR WINDOW AND SD 3 DOOR OPENINGS U) rj� Z LLJ Q Q c W N S co z N N O c. U 11 NOTE: EACH FRONT POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "U" ON SHEET SD -3 11 FULL HEIGHT WALL SHEATHING CONT. (2) SPANS 2 2x6 HEADER 2J 2K 2 2x8_ HEADER 2.J 2K NOTE: THIS OPEN PI MINIMUM Y8"! COM OR BOX AND 12"O.C. I (2) 2x12 BE, I j1HI SW -3 2)2x8HEADER SW- IIS 2J 2K III III III III III RICH CEILING REQUIRES A III iEATHING. FASTEN WITH 6d III (AILS AT 6"O.C. ON EDGES III THE FIELD. ... REATED PORCH III A (TYPICAL) 'ALL LAYOUT -FIRST FLOOR BALLOON FRAME WALL w/ 2x6 STUDS @ 8" O.C. (2) 2x6 BUILT-UP POST (MIN.) 2 1 4" x 11 4" LVL 2J 2K 0 1. INSTALL (_I_) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 3. EACH GARAGE DOOR SHALL BE RATED FOR A I MINIMUM DESIGN PRESSURE OF 18.4 psf ± NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 %" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 e" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. Q BEARING WALL REVISION BP# 966 4 -00 6 / DATE 2 / P- 3 / .20/ P - SIGNED SHEARWALL LEGEND: = NON-BEARING WALL o = BEARING WALL _SW -6_ o = SHEARWALLS FASTENED WITH 8d COM (0.131")(M") NAILS 6"O.C. ON EDGES AND 12"O.C . ON INTERMEDIATE SUPPORTS. SW -3_ o = SHEARWALLS FASTENED WITH 8d COM (0.131 "x 2 %") NAILS 3"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. SBS = SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U O.N. WOOD FRAMED HEADER LEGEND: SIZE OF HEADER 2 2x HEADER J K QUANTITY QUANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADER: SHALL BE MINIMUM (2) 2X6 No.2 OR BETTEF SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) M uj w N o Y III J O LL ;; . ......... UJI °' z O c' III cn w Y a> U W N o = w U) � N N III j1HI SW -3 2)2x8HEADER SW- IIS 2J 2K III III III III III RICH CEILING REQUIRES A III iEATHING. FASTEN WITH 6d III (AILS AT 6"O.C. ON EDGES III THE FIELD. ... REATED PORCH III A (TYPICAL) 'ALL LAYOUT -FIRST FLOOR BALLOON FRAME WALL w/ 2x6 STUDS @ 8" O.C. (2) 2x6 BUILT-UP POST (MIN.) 2 1 4" x 11 4" LVL 2J 2K 0 1. INSTALL (_I_) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 3. EACH GARAGE DOOR SHALL BE RATED FOR A I MINIMUM DESIGN PRESSURE OF 18.4 psf ± NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 %" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 e" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. Q BEARING WALL REVISION BP# 966 4 -00 6 / DATE 2 / P- 3 / .20/ P - SIGNED SHEARWALL LEGEND: = NON-BEARING WALL o = BEARING WALL _SW -6_ o = SHEARWALLS FASTENED WITH 8d COM (0.131")(M") NAILS 6"O.C. ON EDGES AND 12"O.C . ON INTERMEDIATE SUPPORTS. SW -3_ o = SHEARWALLS FASTENED WITH 8d COM (0.131 "x 2 %") NAILS 3"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. SBS = SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U O.N. WOOD FRAMED HEADER LEGEND: SIZE OF HEADER 2 2x HEADER J K QUANTITY QUANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADER: SHALL BE MINIMUM (2) 2X6 No.2 OR BETTEF SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) M w N N M E J O LL w � °' z O c' cn w Y a> U W N o = w U) � � o � N w o z � rn W (.� o � d - N Q W U) o0 v Orn a 00 FLORIDA C.A. NUMBER: 25846 d/v ••O �'.• E', •. /-I -, 5 W c z: �tLi n .z per. aye/ hynYth,el� a�{diul'g�� FLOYD S. SIMPSON, PE FL PE No. 50791 COMMENTS: U U U to Q WW .-,. m m p v W Z C' � J Q W a r Y HU z w -' LL! O U 0- JOB NUMBER: 17-2056 COUNTY: DUVAL 4" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 01-26-18 02-01-18 DJM DRAWN BY: BTC CHECKED BY: F SS TITLE: WALL LAYOUT FIRST FLOOR SHEET. S�3 R EACH FRONT POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "U" ON SHEET SD -3 HTT5 HOLDOWN HOLDOWN DTT2-Z HOLDOWN ALIGNED w/ STRAPS ABOVE HTT5 HOLDOWN LSTA18 EACH-\ ND OF HEADER HOLDOWN TIE -DOWN 18 EACH-\ HEADER YOUT - FIRST FLOOR ,ME HTT5 II HOLDOWN HOLDOWN HTT5 HOLDOWN 1. INSTALL ( j MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 REVISION BP# e&S lk- 0061 DATE 2 / 2- 3 / of SIGNED 11 THREADED ROD LEGEND: _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE.(4" MINIMUM EMBEDMENT REQUIRED) O = %" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) p = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE = HOLDOWN (AS NOTED) INSTALLED AT SILL WITH ROD COUPLER 8" THREADED ROD FROM FOUNDATION TO UPPER FLOOR Q BEARING WALL DOUBLE PLATE. 6 QJ � � l v 00 N N M E J O u -U __ ' V^ J_ N O c' Q�/J1 Cf) W Y 2-) < � W N O = N rTl W it W H 1 (n co O o W o z 0')� I.L — rTl w rM (/ o ::D� N Q CO F--: 00 C1i °O 0 � J OOj O a r V r FLORIDA C.A. NUMBER: 25846 ps s �� . "• • 1/ psi Q' IL: • F L h?IIIIglNE{!� I � I�` FLOYD S.SIMPSON, PE FL PE No. 50791 COMMENTS. U U U � Q W W �.. om m U ' _ � O G Z � w Q >- 04 W oc z w O U d JOB NUMBER 17-2056 COUNTY. DUVAL bUALE 1/n" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 01-26-18 bl FDERVAI WN LAYOUT LOOR C14 TRUSS ID N M INTERMEDIATE O O Oco HTS24 • v Oaq • �� HTS24 L J01 ALL TRUSSES -U.O.N. J02 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 N PE co FL SPE No. 50791 cu JO 2x10 LEDGER w/ (6) 0.131" x 3" NAILS @ 16" O.C. (EACH STUD / INTERSECTING TRUSS WEB) FO NAIL INTO SOLID BLOCKING BEHIND HANGER AT GIRDER m mi I m 11 m F02(8) F05 F06 F07(3) 11■ LUS210-Z HANGER (TYP.) HTS24 AT TRUSS N B07(6) Q Lo rn © ¢ a. a a aI L�1 m IN 2x10 TREATED LEDGER w/ (2))/4" x 3 %" SDS SCREWS INTO EACH STUD or INTERSECTING TRUSS WEB (16" O.C. MAX) 0TR-ATED FLO JOISTS @ 16" (TAPER UP TO %" FOR DRAINAGE) ROOF TRUSS LAYOUT- LOWER LEVEL HTS24 AT TRUSS � O O J04(10) 10 s M N �O O O J01 J02 J03 J03 J02 J01 NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL, TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT A01 HTS24 • v Oaq • �� HTS24 L ' ALL TRUSSES -U.O.N. H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED, DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL. 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. k U C � C V N C CU L0 N W O7 M E J O L- U � �-E = J O E N O z .� O W cn Y 2-) U) U Q 0 n Q rTl N C W O = C N � W W H c`nn :D c.0 N Cn Mit o_ m CID N W o U) w Q � co 0 00 U) OC! CD T J 0') n 0-- 00 c cu O m c am cn FLORIDA C.A. NUMBER: 25846 O N O uu urapr Git P ® trrrl/is C \�\\\\ .• •.• •••••a `��Li • v Oaq • �� L ' N PE co FL SPE No. 50791 � COMMENTS cu c L 0 c m u cu CU m 0 m C 0 C cu V cu (D 72 L O U cu U 0 0 U cu W uj 0 m m O U 0 = O uj z a _ J tn hJ- Lu a > N W Q) U Y c Z W r 6 w 3 O C J U d a> JOB NUMBER: 17-2056 COUNTY. DUVAL Lu a' Ya" = 1'-0" (U.O.N.) m O F F ICE C 0 PY cn DO NOT SCALE THIS DRAWING = RELEASE DATE: 01-26-18 U C L 02-01-18 DJM REVISION c L aDRAWN BY: BTC c pn ��c / (� OO! / CHECKED BY: FSS DATE /a3 /(g_LQ/ m TITLE. ROOF TRUSS SIGNED LOWER LEVEL =SHEET: 00 Q BEARING WALL N U C� O C C pp W) C� N DOUBLE PLATE NOTE: REFER TO DETAIL "S" ON SD -3 FOR NAILING JACKS AND KING STUDS (TYPICAL DOUBLE PLATE SPLICE) REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT (AS NOTED) 48" MINIMUM SPLICE LENGTH HEADER (AS NOTED) HEADER MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION �(2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL NAILS AS NOTED :v (16) 0.131"x 3" NAILS IN THIS ZONE. (SEE DETAIL "E" ON SD -2) ( PLATES WITH 0.131"x 3" NAILS @ 8"O.C. 2x_ BLOCKING (TYPICAL) IN TABLE JOINT IN LOWER PLATE JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH STAGGERED (3) 0.131"x 3%" TOENAILS AT EACH 0.131"x 3" NAILS @ 6"O.C. STAGGERED ( TYPICAL STUD TO DOUBLE PLATE END (TYPICAL) JACK STUD JACK STUD AND KING ( CONNECTION NAIL EACH SILL PLY TO KING STUD KING STUDS STUD REQUIREMENTS I (SEE DETAIL "G" ON SD -2) WITH (3) 0.131"x 3'/a" NAILS - TOENAIL (SEE WALL LAYOUT) it I I OR ENDNAIL (TYPICAL) SPH4 16 INSTALLED HORIZONTALLY BEVEL BLOCKING AS REQUIRED FOR NOTE: MINIMUM 1)/2" NAIL PENETRATION NAILS MAY BE TOENAILED OR BACK INTO MAIN FRAMING MEMBERS NAILED THROUGH KING STUD. HEADER NAILING REQUIREMENTS 2x6 (3) NAILS PER PLY 2x8 (4) NAILS PER PLY 2x10 (5) NAILS PER PLY 2x12 (6) NAILS PER PLY 94"or9%" LVL (5) NAILS PER PLY 111" or 11 LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL 8 NAILS PER PLY JOINT IN SILL PLATE Lu O �� N co E APPLICATIONS, EXCEPT THAT 7/ 16 STRUCTURAL 1 Q J O T w c' (3) EE_ o o z z . c' I 9_-O 0 (n C0 Lu U a`> (5) (6) -BUILT-UP HEADER 12"O.C. Q C rTl N � W O = N BOTTOM 3/a° rTl L w ti C/) co i i a a' � N w v (TYPICAL) z � �- JOINT IN SILL PLATE I 2x4 APPLICATIONS, EXCEPT THAT 7/ 16 STRUCTURAL 1 (3) 2x6 (3) (4) BUILT-UP CORNER POST NAILING STUDIL I (5) RATED OR 15/ 32" RATED SHEATHING MAY BE (5) (6) -BUILT-UP HEADER 12"O.C. TO SILL PLAT Lik, WITH 0.131"x TOP AND BOTTOM 3/a° NAILING AT STUD i i L-L,,I I 2x_ SPF #2 STUDS @ 16"O.C. (U.O.N.) (TYPICAL) O o TO DOUBLE PLATE F it N II .i 4" MIN.; i; II II II II II ° 12" MAX. u 12" MAX. II u 2x_ TREATED SYP #2 SILL PLATE STUD ANCHOR BOLT (AS NOTED) B JILT -UP POST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE SD -2 N kIL EACH PLY WITH 0.131"x 3)/4" CONNECTION NAILS @ NAILING AT STUD METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) METAL CONNECTOR - REQUIRED N ALL NAILS NOTED ARE 0.131"x 3 " ILS @ 6"O.C. STAGGERED (SEE DETAIL "G" ON SD -2) TO SILL PLATE 2x_ SILL ,NOT ¢ NAILING TO AT STUD DOUBLE PLATE (U.O.N.) NAIL EACH PLATE TO JACK STUD I (2) SHEATHING MAY CANTILEVER UP TO c Q0 00 � Oq WITH (3) 0.131"x 3/a" NAILS TOENAIL 2" MAXIMUM PAST SUPPORTS. ALL WINDOW ATTACHMENTS MUST BE o 0 p - - OR ENDNAIL (TYPICAL) I a ANCHORED INTO 2x MEMBERS. — Q 00 I a v D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION SD -2 SD -2 0 DOUBLE SILL REQUIRED WHERE OPENING a� WIDTH EXCEEDS 61" (u.o.N.)I ------ \ a APPLY SHEATHING HORIZONTALLY FOR STUCCO FLORIDA C.A. NUMBER: 25846 I as JOINT IN SILL PLATE I 2x4 APPLICATIONS, EXCEPT THAT 7/ 16 STRUCTURAL 1 (3) 2x6 (3) (4) BUILT-UP CORNER POST NAILING STUDIL I (5) RATED OR 15/ 32" RATED SHEATHING MAY BE (5) (6) TO SILL PLAT Lik, NAILING AT STUD i i L-L,,I INSTALLED VERTICALLY. TO DOUBLE PLATE F it N II .i 4" MIN.; i; II II II II II ° 12" MAX. u 12" MAX. II u 2x_ TREATED SYP #2 SILL PLATE STUD ANCHOR BOLT (AS NOTED) B JILT -UP POST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE SD -2 N kIL EACH PLY WITH 0.131"x 3)/4" CONNECTION NAILING AT STUD METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) METAL CONNECTOR - REQUIRED N ALL NAILS NOTED ARE 0.131"x 3 " ILS @ 6"O.C. STAGGERED (SEE DETAIL "G" ON SD -2) TO SILL PLATE ,NOT STUD TO PLATE NAILING * STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) ,oro�npso /j� r - o g • O•'v 1 :� o . Lu CU rJ '— � 'y"rnrtaama"a1aa�N" o t *ALL NAILS NOTED ARE 0.131"0X" / 02-01-18 m /` FLOYD S. SIMPSON, PE DOUBLE PLATE DOUBLE PLATE ) G DETAIL - TYPICAL WALL STUD CONNECTION > coMMENTs FL PE No. 50791 C DETAIL - TYPICAL WALL FRAMING CONDITIONS SD 2 2x SPF #2 STUDS @ 16"O.C. 2x SPF #2 STUDS @ 16"O.C. SD 2 THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL �QUICK TIE AT NOTED SPACING @ 24"O.C. OR 4"x 3 4 �SILL PLATE BELOW " TAPCON 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3Y4" ENDNAILS AT TRUSS cu (BELOW) SCREW @ 32"O.C. 0 2x_ CORNER FRAMING FULL 2x TREATED SYP #22x TREATED SYP #2 ROOF COVERING (BY OTHERS) o HEIGHT STUDS (TYPICAL) SILL PLATE SILL PLATE ROOF TRUSSES m \ u' `4 % °\ ' '� y CORNICE DETAIL o (2) ROWS OF 0.131 "x 3 NOTE: o NAILS @ 12"O.C. (BY OTHERS) TRUSS TO WALL CONNECTION -o H2.5A AT EACH LOOKOUT H2 5A AT EACH LOOKOUT STAGGERED (TYPICAL) UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR LOAD ONLY OR ROOF WITH UPLIFT EASED HARDWARE MUST BE INSTALLED o 2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C. I 16 ON THE EXTERIOR SIDE OF THE OVERHANG FOR OVERHANG ROOF SHEATHING (AS NOTED) _ / / WALL METAL CONNECTOR OR �METAL CONNECTOR c ROOF SHEATHING / 2x4 SYP BLOCKING BETWEEN / (AS NOTED) 2x6 OR 2x8 FRAMED WALL BLOCKING REQUIRED / (AS NOTED) / c AS NOTED f� SIMPSON SDWC 15600 SCREW Vis' OR %2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF 12 LOOKOUTS ( ) r '� ` 2x4 SYP BLOCKING SILL PLATE BELOW ( ) � BETWEEN LOOKOUTS @ 32"O.C. U.O.N. \ /%z" RATED SHEATHINGS EXPOSURE I TILE ROOF 2x4 CORNER FRAMING FULL _ FASTEN WITH 0.113" x 2 /e' RING SHANK co BALLOON FRAMED HEIGHT STUDS DOUBLE PLATE DOUBLE PLATE NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. BALLOON FRAMED STUDS (AS NOTED) ® STUDS (AS NOTED) MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF #2 STUDS @ 16"O.C. GYPSUM BOARD DOUBLE PLATE NAILED WITH 4 0.131"x 3Ya" NAILS TO SHEATHING (AS NOTED) CONNECTOR AT EACH TRUSS a' SINGLE PLATE NAIL TO TRUSS �� INTERIOR VAULT () SIMPSON SDWC 15450 SCREW SEE TRUSS CONNECTION SCHEDULE N EACH ADJACENT STUD 2x SPF #2 STUDS 16"O.C. ( ) BOTTOM CHORD WITH 0.131" x 3�"I' @ @ 32"O.C. U.O.N. CD NAILS @ 6"O.C. EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 () (U.O.N. a 2 2x_ SYP #2 DOUBLE PLATE ) SHALL BE NAILED TO THIS SPACE SPACING (48" O.C. MAXIMUM) SILL PLATE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE EXTERIOR SHEATHING SHALL BE UPPER PLY OF DOUBLE —2x4 CORNER FRAMING FULL 2x TREATED SYP #2 ANCHOR BOLTS AT NOTED IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.TO THE TOP NAILED TO BOTTOM CHORD OF TRUSS PLATE @ 6-O.C. HEIGHT STUD SILL PLATESPACING(32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE 'IL "O.C. WITH 0.131" x 2'/" WITH 0.131"x 2%" NAILS. 2) ROWS OF 0.131"x 3a" \ •� 7. (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) AILS. _ _ _ _ _ _ (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL ( A (U.O.N. ON WALL LAYOUT) N ILS @ 12"O.C. — GYPSUM BOARD CD SHEARWALL UPLIFT (ROOF) SCREWS 'Y32" FULL LENGTH RATED SHEATHING, EXPOSURE I. 0 FASTEN SECTION - TYPICAL FRAMING AT 90° CORNERS SECTION - INTERIOR WALL CONDITIONS BEARING/SHEARWALL) ON EDGES IANDTH d12'0 CCOM OON INTERMEDIATE SUR 0.131N MY PPORTS. H DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL -BALLOON FRAMED GABLE END HIGH CEILING VAULT K L SD -2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % OF EXTERIOR ROOF PITCH sD 2 INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH 2x_ S sD 2 sD 2 (U.O.N.) 2 SSEE "F" ON PF #2 STUDS @ @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) a� c 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3%" ENDNAILS AT TRUSS 2x_ SOLE PLATE (U.O.N.) NAIL TO RIM BOARD @ 6"O.C. WITH 0.131"x 3Y" _0 ROOF COVERING (BY OTHERS) NAILS a) NOTE: ROOF TRUSSES z 32" RATED STURD I FLOOR (T&G) SHEATHINGL ALL MEMBERS SHALL BE #2 SYP. CORNICE DETAIL NOTE: GLUED AND NAILED. FASTEN WITH 0.131" x 2%" RING N NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3%a" 3) 0.131"x 3Ya" TOENAILS AT EACH LOOKOUT NAILS �0 TOP CHORD OF TRUSS. (BY OTHERS) TRUSS TO WALL CONNECTION _ SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE 2x6 BLOCKING BETWEEN TRUSSES WITH / HARDWARE MUST BE INSTALLED _ FIELD. (3) 0.131"x 3Y4" NAILS EACH END 2x4 BLOCKING REQUIRED BETWEEN ON THE EXTERIOR SIDE OF THE � T WALL FLOOR JOIST (I -JOIST SHOWN, SAWN ROOF SHEATHING (AS NOTED) JOIST SIMILAR - SEE SECTION "Z" ON m _ 2x_ BARGE RAFTER / / I SD -3 FOR OPEN WEB TRUSS) o %s" OR 1Y32" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF Y" CLEARANCE BETWEEN PANELS BETWEEN FLOORS U FASCIA (BY OTHERS) 19 a� 32" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF GYPSUM BOARD _ — 1932" RATED SHEATHING, EXPOSURE I - METAL ROOF O I I \ I I I I 2x4 LOOKOUTS @ 48"O.0 FASTEN WITH 0.113" x 2 Y8" RING SHANK RIM BOARD (LSL OR LVL) W Q NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. W W H3 CLIP OR EQUAL AT EACH NAIL JOIST TO PLATE WITH (2) 0. "gT IL r ��.—. 2 2x_ SYP #2 DOUBLE PLATE I E c LOOKOUT GYPSUM BOARD O '� �� O E (� GABLE END TRUSS (DROP GABLE) CONNECTOR AT EACH TRUSS (U.O.N.) _ p O I I I I I I (SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL "EE" ON SD -3 FOR Y u j Z O I I I I I BETWEEN FLOOR CONNECTIONS �) m Q �\ 2x6 BRACE SPACED @ 48"O.C. UNLESS (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) Y I C I O L _3 Q I ( I I ( \ OTHERWISE NOTED ON ROOF LAYOUT. a F— J BP#I I I I I i I i WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN TOENAIL RIM BOARD TO PLA V�J�^ 006,W Q I I I I I ADD 2x4 T -BRACE NAILED @ TO.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3" O.C. TO THE TOP „ W /apJ^ N 0.131"x3/a NAI LS@8'O.C. � a, � 0.131"x 2%" NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE SIGN ED�'I L v Y EXCEEDS 9'-0". STAGGERED ACROSS BOTH PLATES) c z w GYPSUM BOARDGYPSUM BOARD 6 w0 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x_ SPF #2 STUDS @ 16"O.C. U.O.N. (SEE WALL LAYOUT) (D U a 152 1Y32" FULL LENGTH RATED SHEATHING, EXPOSURE I. JOB NUMBER COUNTY: 3" FULL LENGTH RATED SHEATHING, EXPOSURE I. c 17-2056 DUVAL MY FASTEN WITH 8d COM OR 0.131"x 2%" NAILS @ 6"O.C. w FASTEN WITH 8d COM OR 0.131"x 23" NAILS (cil PORT ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. " - / ON EDGES AND 12' O.C. ON INTERMEDIATES PORTS. /a - 1' 0' (U.O.N.) " N O U. ..) SEE F" ON SD -2 (U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 ( N DO NOT SCALE THIS DRAWING _ \ INSET WALL Y FOR STUCCO APPLICATIONS RELEASE DATE: INSET WALL/2" FOR STUCCO APPLICATIONS = 01-26-18 \ WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE V IN ALL LOCATIONS AND SHALL BE NAILED @ TO.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. az-o�-18 BTC GBC CLIP- (2) REQUIRED AT EACH BRACE / TOENAIL BOTTOM CHORD OF TRUSS TO LSTA12, LTP4, OR SDWC 15600 48"O.C. 2x_ TREATED SYP #2 SILL PLATE WITH 2x_ TREATED SYP #2 SILL PLATE WITH DRAWN BY: @ SIMPSON Y8"x 6" TITEN HD (OR TITEN HD ROD COUPLER) BTC DOUBLE PLA E WITH 0.131' x 3Ya" NAILS SIMPSON Y8"x 6" TITEN HD (OR TITEN HD ROD COUPLER) CHECKED BY: \ SS @ 8"O.0 Ilo, dy WITH 3"x 3"x Y" WASHER ( 24"O.C. II;, WITH 3"x 3"x/a" WASHER @ 24"O.C. c F ii dLLJ TITLE: SECTIONS AND DETAILS \ 2x4 DRYWALL BACKING INSTALLED GYPSUM BOARD CEILING (1 of 2) CONTINUOUc LY BETWEEN BRACES N SECTION - GABLE END WALL DIAGONAL BRACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY WALL SHEET. M o SD -r SD -2 SD -2 N � SD 2 iQ FULL HEIGHT DETAIL O END VERTICAL BRACING REQUIREMENTS BRACING BRITTLE FINISH FLEXIBLE FINISH 16"O.C. 24"O.C. 16"O.C. 24"O.C. NONE REQUIRED 0" TO 53" 0' TO 47" 0" TO 67" 0' TO 59" 2x4 L -BRACE 54" TO 114" 48" TO 99" 68" TO 145" 60" T0126" 2x6 L -BRACE 115" TO 182" 100" TO 158" 146" TO 232" 1 127" TO 201" U C � � l c \y/ pp —DOUBLE PLATE NAILING N CV 1 �ti BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER CONDITION: NAIL SHEATHING TO KING STUD �C.D, @ 12"0.C. MINIMUM. FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, BRICK (NOTCHED BEAM) VENEER, ETC. 0:� N RATED ROOF SHEATHING _ w � 2x_ L -BRACE NAILED TO r _ EDGE NAILING PER SHEARWALL o Z rn VERTICAL WEB -- — 0 H= � cn ii -- REQUIREMENTS. NAILS MAYBE o WITH 0.131"x 3" NAILS @ 6"O.C. % STAGGERED ACROSS TWO JACK STUDS. = VERTICAL WEB IN GABLE ENDNAIL SHEATHING TO DOUBLE PLATE WITH v TRUSS � � o Lu (2) ROWS OF 0.131"x 2%" NAILS @ 6"O.C. EDGE OF PANEL (TYPICAL) ' / p _ M -� 2x_ LOOKOUTS AT 48"O.C. NAIL SHEATHING ALONG BOTTOM OF j' Q co � HEADER @ 3"O.C. INSTALL DSP CLIPS @ 24" O.C. OR c j 16" OR 24 SPH_ @ 32"O.C. EXTERIOR BEAM (AS NOTED) " ANCHOR BOLT REQUIRED WITHIN 6" -- I—� I w ACING (SEE TA OF KING /JACK UNIT MAY BE 0 z SP c DOUBLE PLATE LOCATED ON EITHER SIDE. BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED a FLORIDA C.A. NUMBER: 25846 BEAM BEARS ON (2) 2x_ JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION o (TYPICAL - U.O.N.) l` �j1waw+um«u,�, CONDITION: 2 Ps.. ,.��g•gx••• • O (DROPPED BEAM) R NNE TION R CONNECTION s DETAIL - OPENINGS WITH SOLID SAWN LSL LVL OR PSL HEADER v 19 L�_ P DETAIL TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - EXTERIO BEAM TO WALL CO C SD 3 DETAIL -EXTERIOR BEAM TO WALL SD 3 S Q 4` Z SD 3 SD -3 � �• SSP �®,°[�Co,' ••so• C O�•�' V ,` NAIL SCAB TO TOP CHORD WITH A •�••• • •••• p�,``�� ALTERNATE ANCHOR: (4) 0.131"x 3Y4" NAILS 9o11111111111 �E$S Y2" x 6" TITEN HD — / FLOYD S. SIMPSON, PE (MECHANICALLY GALVANIZED) ADD 2x4 VERTICAL SCAB IN EACH NAIL EACH END OF BLOCKING TO BOTTOM CHORDS WITH (3) 0.131"x 3 co EXTERIOR BEAM E FL PE No. 50791 � TRUSS IF NO WEB IS PRESENT �, ROOF SHEATHING (AS NOTED) WITH 2" x3" WASHER ;;l, OMMENTS (3) 0.131"x 3'/" NAILS TYPICAL AT INSTALL 2x4 BLOCKING BETWEEN H6 CLIP FROM EACH TRUSS D TRUSS BOTTOM CHORDS 12O.C. POST TO BEAM MONOLITHIC FOUNDATION - @" a —ROOF TRUSS (BY OTHERS) WITH 2x4 X -BRACE ACROSS LENGTH OF EXTERIOR BRACE (IF REQUIRED) LAP BEAM PLIES AND SHEARWALL a „ ca BO M CHORD OF TRUSS 3 x 6" TITEN HD SCREW ANCHOR NAIL AS SHOWN - (5) I a „ NAIL EACH BLOCK TO DOUBLE PLATE —TO REPLACE 1 ROW OF LATERAL 0.131"x 3%" NAILS PER PLY NAIL SCAB TO PLATE WITH (3) or /8 x 6" SCREW ANCHOR BY o () HURRI-BOLT, INC. WITH (3) 0.131"x 3.4 NAILS i I PT POST AS NOTED BRACING INSTALL 2x4 No.2 SYP T -BRACE ( ) 0.131"x 3/a TOENAILS s „ „ NAILED TO EACH PLY OF TRUSS WEB AT - PT POST (AS NOTED) u or THREADED ROD SET 4� INTO o 6"O.C. WITH 0.131" x 3" NAILS I ABU POST BASE ADHESIVE a H6 CLIP FROM POST 2x4 BLOCKING BETWEEN TRUSSES DOUBLE PLATE TO BEAM (AS NOTED) TOENAILED TO DOUBLE PLATE WITH a i TO REPLACE (2) ROWS OF LATERAL STEMWALL FOUNDATION - EXTERIOR MINIMUM ;/16" RATED SHEATHING, BRACING INSTALL 2x6 No.2 SYP T- BRACE EXTERIOR BEAM X8" THREADED ROD 0.131"x 34" NAILS @ 4"O.C. EXPOSURE I FASTEN AS NOTED o I I'I NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) 0 I WITH NUT SET IN Y" THREADED ROD SET 7" INTO _________! ____ WITH 0.131" x 3" NAILS @ 6"O.C. I •0 - ADHESIVE TRUSS (AS NOTED) ADHESIVE ON WALL LAYOUT (BLOCK ALL PLAN VIEW AT TOP OF POST (7" EMBEDMENT) / EDGES) co INTERIOR APPLICATIONS- -------- r -------------- - DOUBLE PLATE IF EDGE DISTANCE EXCEEDS 5" MINIMUM %6" RATED SHEATHING, USE MONOLITHIC CONDITION \ ° ! i / EXPOSURE I FASTEN AS NOiI_D I¢ I NOTE: �°I I a ° ON WALL LAYOUT (BLOCK ALL EDGES) °co ° < C T -BRACING TO BE USED WHEN \ LJ CONTINUOUS LATERAL BRACING IS — — — m IMPRACTICAL. SIDE VIEW AT BASE OF POST T SECTION - TYPICAL T -BRACE U DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST W DETAIL - TYPICAL DTT2-Z INSTALLATION X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS cn SD -3 SD -3 SD -3 (USP DTB-TZ SIMILAR) SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED vi c cn 2x_ SPF #2 SOLE PLATE (U.O.N.) NAILV SECTION -CONNECTION OF PERP. SHEARWALL TO TRUSS TO BAND BOARD WITH 0.131"x 3Y" sD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C. m vS c� a� NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS ui a� c 2x4 BLOCKING - TOENAIL OR ENDNAIL 2x_ BAND BOARD PER TRUSS EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING w M TRUSS (AS NOTED) MONOLITHIC FOUNDATION - a 12 w MANUFACTURER EXTERIOR cn °' m (3) NAILS %" CLEARANCE BETWEEN PANELS 2x4 SPF NAILER NAIL TO TOP PLATE WITH %" x 12" TITEN HD SCREW ANCHOR BETWEEN FLOORS 0.131"x 3Y4" NAILS @ 6"O.C. or Y8" THREADED ROD SET 7" INTO j ! NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE y a� WEBS WITH (2) NAILS STEMWALL FOUNDATION - EXTERIORn 2x32" RATED SHEATHING RIM BOARD- %" THREADED ROD SET 12" INTO OFFICE," 2x4 SPF No.2 DIAGONAL BRACE � � „ NAIL PORCH SHEATHING AS NOTED I (TYPICAL AT EACH END OF NAIL TO TRUSSES WITH (6) 0.131'x 2/ ADHESIVE °' CONTINUOUS LATERAL BRACING) NAILS. I EXTERIOR FRAMED WALL INTERIOR APPLICATIONS I NAIL DIAGONAL BRACE TO TRUSS \ IF EDGE DISTANCE EXCEEDS 5" USE REVISION V TOENAIL TRUSS TO PLATE WITH / x 12" TITEN HD SCREW ANCHOR WEB WITH (3) NAILS () 1 5 „ BP# �rS/E—(�O(7, >,IL, _ 4j ` 2 0.131"x 3%" NAILS or /a x 8 TITEN HD SCREW ANCHOR Q.. 5 DATE �- r a 3 i 1 0 DOUBLE PLATE (U.O.N.) or ADHESIVE THREADED ROD SET 6" INTO SfGNED � W Q W Z SECTION -TYPICAL OPEN WEB FLOOR TRUSS AA SECTION - E;XTERIOR WALL PARALLEL TO TRUSS ° E 0° °0 ' SD 3 SD 3 0 ' CONTINUOUS LATERAL BRACE (QUANTITY SIMPSON 8"O x 6" TITEN HD OR 0 _ I e' THREADED ROD SET IN ADHESIVE 4 W Z DRAWING.) DEFINED BY TRUSS SHOP WITH MINIMUM 4" EMBEDMENT m Q I NAIL CONTINUOUS LATERAL BRACE TO - WITH 1" WASHER cn J EACH TRUSS WEB WITH (2) NAILS SHEATHING gg DETAIL TYPICAL HTT5 INSTALLATION W a �. j FIELD NAILING SD 3 (USP PHD5 SIMILAR) DETAIL -ANCHOR BOLT I ROOF TRUSSES (BY OTHERS) U v I UPLIFT CONNECTOR (AS NOTED) / SHEATHING EXTENDS DOWN ONTO z w w I I 2x4 SPF BLOCKING- NAIL WITH (2) RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION - c' J 0.131"x 3j/4" NAILS AT EACH END TO ALLOW FOR NAILING EXTERIOR a) U CL (3) TRUSSES MINIMUM (END NAIL OR TOENAIL) EDGE NAILING Z8" THREADED ROD SET 15" INTO FOR CONTINUOUS LATERAL BRACE AT SOLE PLATE ADHESIVE JOB NUMBER: COUNTY: DOUBLE PLATE w' 17-2056 DUVAL w t RIM BOARD STEMWALL FOUNDATION - EXTERIOR NUT WITH 2"x 2"x 16" WASHER � %" = V-0" (U.O.N.) NOTES: 2 ROWS 0.131"x 2%" NAILS 3" THREADED ROD SET 15" INTO co DO NOT SCALE THIS DRAWING () � ALTERNATE: SIMPSON LBPS% SLOTTED � TRUSS BOTTOM CHORD STAGGERED @ 6' O.C. REQUIRED ADHESIVE WASHER WITH 1" WASHER. = RELEASE DATE: 01-26-18 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N,) IN UPPER AND LOWER SHEATHING NAIL PORCH SHEATHING AS NOTED INTERIOR APPLICATIONS- � 3/8"0 THREADED ROD c 02-01-18 (BTC MIN. Ya" SPACE BETWEEN PANELS@ IF EDGE DISTANCE EXCEEDS 5" USE c' 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.) EXTERIOR FRAMED WALL SHEATHING EXTENDS ABOVE Y8" THREADED ROD SET 8" INTO a „ a „ �, DRAWN BY DOUBLE PLATE MINIMUM 6" e ADHESIVE SIMPSON / O x 6 Y4 TITEN HD ROD COUPLER a, BTC TO ALLOW FOR NAILING a WITH 1" CUT WASHER �, CHECKED BY: FSS OR 8" THREADED ROD SET IN ADHESIVE WITH w TITLE: EDGE NAILING AT DOUBLE PLATE MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER 21 SECTIONS AND DETAILS I' a2 of 2 N U)( ) SHEET Y DETAIL TYPIC L LATERAL TRUSS BRACING DD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS EE DETAIL -TYPICAL SHEATHING NAILING BETWEEN FLOORS FF DETAIL - TYPICAL HDU8 INSTALLATION �� DETAIL -THREADED ROD ASSEMBLY 0 0 SD -3 SD 3 SD -3 SD -3 (USP PHD6 SIMILAR) SD 3 N Q FULL HEIGHT DETAIL 0 SD�3 ------------- DOUBLE PLATE 11111 9' 1/111 NOTCH BEAM AS REQUIRED TO FIT BENEATH DOUBLE PLATE �0" ! BEAM BEARS ON (2) 2x JACKS 1 �ti BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER CONDITION: NAIL SHEATHING TO KING STUD �C.D, @ 12"0.C. MINIMUM. FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, BRICK (NOTCHED BEAM) VENEER, ETC. 0:� N RATED ROOF SHEATHING _ w � 2x_ L -BRACE NAILED TO r _ EDGE NAILING PER SHEARWALL o Z rn VERTICAL WEB -- — 0 H= � cn ii -- REQUIREMENTS. NAILS MAYBE o WITH 0.131"x 3" NAILS @ 6"O.C. % STAGGERED ACROSS TWO JACK STUDS. = VERTICAL WEB IN GABLE ENDNAIL SHEATHING TO DOUBLE PLATE WITH v TRUSS � � o Lu (2) ROWS OF 0.131"x 2%" NAILS @ 6"O.C. EDGE OF PANEL (TYPICAL) ' / p _ M -� 2x_ LOOKOUTS AT 48"O.C. NAIL SHEATHING ALONG BOTTOM OF j' Q co � HEADER @ 3"O.C. INSTALL DSP CLIPS @ 24" O.C. OR c j 16" OR 24 SPH_ @ 32"O.C. EXTERIOR BEAM (AS NOTED) " ANCHOR BOLT REQUIRED WITHIN 6" -- I—� I w ACING (SEE TA OF KING /JACK UNIT MAY BE 0 z SP c DOUBLE PLATE LOCATED ON EITHER SIDE. BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED a FLORIDA C.A. NUMBER: 25846 BEAM BEARS ON (2) 2x_ JACKS FLUSH HEADER CONDITION DROPPED HEADER CONDITION o (TYPICAL - U.O.N.) l` �j1waw+um«u,�, CONDITION: 2 Ps.. ,.��g•gx••• • O (DROPPED BEAM) R NNE TION R CONNECTION s DETAIL - OPENINGS WITH SOLID SAWN LSL LVL OR PSL HEADER v 19 L�_ P DETAIL TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - EXTERIO BEAM TO WALL CO C SD 3 DETAIL -EXTERIOR BEAM TO WALL SD 3 S Q 4` Z SD 3 SD -3 � �• SSP �®,°[�Co,' ••so• C O�•�' V ,` NAIL SCAB TO TOP CHORD WITH A •�••• • •••• p�,``�� ALTERNATE ANCHOR: (4) 0.131"x 3Y4" NAILS 9o11111111111 �E$S Y2" x 6" TITEN HD — / FLOYD S. SIMPSON, PE (MECHANICALLY GALVANIZED) ADD 2x4 VERTICAL SCAB IN EACH NAIL EACH END OF BLOCKING TO BOTTOM CHORDS WITH (3) 0.131"x 3 co EXTERIOR BEAM E FL PE No. 50791 � TRUSS IF NO WEB IS PRESENT �, ROOF SHEATHING (AS NOTED) WITH 2" x3" WASHER ;;l, OMMENTS (3) 0.131"x 3'/" NAILS TYPICAL AT INSTALL 2x4 BLOCKING BETWEEN H6 CLIP FROM EACH TRUSS D TRUSS BOTTOM CHORDS 12O.C. POST TO BEAM MONOLITHIC FOUNDATION - @" a —ROOF TRUSS (BY OTHERS) WITH 2x4 X -BRACE ACROSS LENGTH OF EXTERIOR BRACE (IF REQUIRED) LAP BEAM PLIES AND SHEARWALL a „ ca BO M CHORD OF TRUSS 3 x 6" TITEN HD SCREW ANCHOR NAIL AS SHOWN - (5) I a „ NAIL EACH BLOCK TO DOUBLE PLATE —TO REPLACE 1 ROW OF LATERAL 0.131"x 3%" NAILS PER PLY NAIL SCAB TO PLATE WITH (3) or /8 x 6" SCREW ANCHOR BY o () HURRI-BOLT, INC. WITH (3) 0.131"x 3.4 NAILS i I PT POST AS NOTED BRACING INSTALL 2x4 No.2 SYP T -BRACE ( ) 0.131"x 3/a TOENAILS s „ „ NAILED TO EACH PLY OF TRUSS WEB AT - PT POST (AS NOTED) u or THREADED ROD SET 4� INTO o 6"O.C. WITH 0.131" x 3" NAILS I ABU POST BASE ADHESIVE a H6 CLIP FROM POST 2x4 BLOCKING BETWEEN TRUSSES DOUBLE PLATE TO BEAM (AS NOTED) TOENAILED TO DOUBLE PLATE WITH a i TO REPLACE (2) ROWS OF LATERAL STEMWALL FOUNDATION - EXTERIOR MINIMUM ;/16" RATED SHEATHING, BRACING INSTALL 2x6 No.2 SYP T- BRACE EXTERIOR BEAM X8" THREADED ROD 0.131"x 34" NAILS @ 4"O.C. EXPOSURE I FASTEN AS NOTED o I I'I NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) 0 I WITH NUT SET IN Y" THREADED ROD SET 7" INTO _________! ____ WITH 0.131" x 3" NAILS @ 6"O.C. I •0 - ADHESIVE TRUSS (AS NOTED) ADHESIVE ON WALL LAYOUT (BLOCK ALL PLAN VIEW AT TOP OF POST (7" EMBEDMENT) / EDGES) co INTERIOR APPLICATIONS- -------- r -------------- - DOUBLE PLATE IF EDGE DISTANCE EXCEEDS 5" MINIMUM %6" RATED SHEATHING, USE MONOLITHIC CONDITION \ ° ! i / EXPOSURE I FASTEN AS NOiI_D I¢ I NOTE: �°I I a ° ON WALL LAYOUT (BLOCK ALL EDGES) °co ° < C T -BRACING TO BE USED WHEN \ LJ CONTINUOUS LATERAL BRACING IS — — — m IMPRACTICAL. SIDE VIEW AT BASE OF POST T SECTION - TYPICAL T -BRACE U DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST W DETAIL - TYPICAL DTT2-Z INSTALLATION X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS cn SD -3 SD -3 SD -3 (USP DTB-TZ SIMILAR) SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED vi c cn 2x_ SPF #2 SOLE PLATE (U.O.N.) NAILV SECTION -CONNECTION OF PERP. SHEARWALL TO TRUSS TO BAND BOARD WITH 0.131"x 3Y" sD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.C. m vS c� a� NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS ui a� c 2x4 BLOCKING - TOENAIL OR ENDNAIL 2x_ BAND BOARD PER TRUSS EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING w M TRUSS (AS NOTED) MONOLITHIC FOUNDATION - a 12 w MANUFACTURER EXTERIOR cn °' m (3) NAILS %" CLEARANCE BETWEEN PANELS 2x4 SPF NAILER NAIL TO TOP PLATE WITH %" x 12" TITEN HD SCREW ANCHOR BETWEEN FLOORS 0.131"x 3Y4" NAILS @ 6"O.C. or Y8" THREADED ROD SET 7" INTO j ! NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE y a� WEBS WITH (2) NAILS STEMWALL FOUNDATION - EXTERIORn 2x32" RATED SHEATHING RIM BOARD- %" THREADED ROD SET 12" INTO OFFICE," 2x4 SPF No.2 DIAGONAL BRACE � � „ NAIL PORCH SHEATHING AS NOTED I (TYPICAL AT EACH END OF NAIL TO TRUSSES WITH (6) 0.131'x 2/ ADHESIVE °' CONTINUOUS LATERAL BRACING) NAILS. I EXTERIOR FRAMED WALL INTERIOR APPLICATIONS I NAIL DIAGONAL BRACE TO TRUSS \ IF EDGE DISTANCE EXCEEDS 5" USE REVISION V TOENAIL TRUSS TO PLATE WITH / x 12" TITEN HD SCREW ANCHOR WEB WITH (3) NAILS () 1 5 „ BP# �rS/E—(�O(7, >,IL, _ 4j ` 2 0.131"x 3%" NAILS or /a x 8 TITEN HD SCREW ANCHOR Q.. 5 DATE �- r a 3 i 1 0 DOUBLE PLATE (U.O.N.) or ADHESIVE THREADED ROD SET 6" INTO SfGNED � W Q W Z SECTION -TYPICAL OPEN WEB FLOOR TRUSS AA SECTION - E;XTERIOR WALL PARALLEL TO TRUSS ° E 0° °0 ' SD 3 SD 3 0 ' CONTINUOUS LATERAL BRACE (QUANTITY SIMPSON 8"O x 6" TITEN HD OR 0 _ I e' THREADED ROD SET IN ADHESIVE 4 W Z DRAWING.) DEFINED BY TRUSS SHOP WITH MINIMUM 4" EMBEDMENT m Q I NAIL CONTINUOUS LATERAL BRACE TO - WITH 1" WASHER cn J EACH TRUSS WEB WITH (2) NAILS SHEATHING gg DETAIL TYPICAL HTT5 INSTALLATION W a �. j FIELD NAILING SD 3 (USP PHD5 SIMILAR) DETAIL -ANCHOR BOLT I ROOF TRUSSES (BY OTHERS) U v I UPLIFT CONNECTOR (AS NOTED) / SHEATHING EXTENDS DOWN ONTO z w w I I 2x4 SPF BLOCKING- NAIL WITH (2) RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION - c' J 0.131"x 3j/4" NAILS AT EACH END TO ALLOW FOR NAILING EXTERIOR a) U CL (3) TRUSSES MINIMUM (END NAIL OR TOENAIL) EDGE NAILING Z8" THREADED ROD SET 15" INTO FOR CONTINUOUS LATERAL BRACE AT SOLE PLATE ADHESIVE JOB NUMBER: COUNTY: DOUBLE PLATE w' 17-2056 DUVAL w t RIM BOARD STEMWALL FOUNDATION - EXTERIOR NUT WITH 2"x 2"x 16" WASHER � %" = V-0" (U.O.N.) NOTES: 2 ROWS 0.131"x 2%" NAILS 3" THREADED ROD SET 15" INTO co DO NOT SCALE THIS DRAWING () � ALTERNATE: SIMPSON LBPS% SLOTTED � TRUSS BOTTOM CHORD STAGGERED @ 6' O.C. REQUIRED ADHESIVE WASHER WITH 1" WASHER. = RELEASE DATE: 01-26-18 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N,) IN UPPER AND LOWER SHEATHING NAIL PORCH SHEATHING AS NOTED INTERIOR APPLICATIONS- � 3/8"0 THREADED ROD c 02-01-18 (BTC MIN. Ya" SPACE BETWEEN PANELS@ IF EDGE DISTANCE EXCEEDS 5" USE c' 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.) EXTERIOR FRAMED WALL SHEATHING EXTENDS ABOVE Y8" THREADED ROD SET 8" INTO a „ a „ �, DRAWN BY DOUBLE PLATE MINIMUM 6" e ADHESIVE SIMPSON / O x 6 Y4 TITEN HD ROD COUPLER a, BTC TO ALLOW FOR NAILING a WITH 1" CUT WASHER �, CHECKED BY: FSS OR 8" THREADED ROD SET IN ADHESIVE WITH w TITLE: EDGE NAILING AT DOUBLE PLATE MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER 21 SECTIONS AND DETAILS I' a2 of 2 N U)( ) SHEET Y DETAIL TYPIC L LATERAL TRUSS BRACING DD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS EE DETAIL -TYPICAL SHEATHING NAILING BETWEEN FLOORS FF DETAIL - TYPICAL HDU8 INSTALLATION �� DETAIL -THREADED ROD ASSEMBLY 0 0 SD -3 SD 3 SD -3 SD -3 (USP PHD6 SIMILAR) SD 3 N Q FULL HEIGHT DETAIL 0 SD�3 DESIGN SPECIFICATIONS: Project has been designed in accordance with the 6th Edition (2017) Florida Building Code, Residential, and the Florida Building Code, Existing Building (as applicable). DESIGN CRITERIA: Wind Design Method ASCE 7-10 Basic Wind Speed: 130 mph Building Risk Category: II Wind Exposure: B (Enclosed Structure) Building Classification: Residential Building Type: Type V Construction Wind -Borne Debris: NOT located in the wind-borne debris region Unless otherwise noted, project site considerations shall be the responsibility of the owner and/or contractor. Examples of such items include, but shall not be limited to, determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. DESIGN DEAD LOADS: Floors: The design floor dead load of 12 psf assumes a floor system utilizing wood decking or wood subflooring over wood truss, wood I -joist, or solid sawn lumber framing. The floor covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be notified if the floor coverings differ from the noted assumptions Roofs: Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) Concrete or Clay Tile: 15 psf Refer to Architectural Plans for Roof Covering System DESIGN LIVE LOADS: Floors: Exterior Balconies: 40 psf Exterior Decks: 40 psf Stairs: 40 psf (or 300 Ib point load) Garages: 50 psf (or 2000 Ib point load) All Other Areas: 40 psf Attics: Without Storage: 10 psf With Limited Storage: psf sf With Storage: 30 psf (fixed stair access) Roofs: Less than 4:12 slope: 20 psf 4:12 slope or greater: 16 psf DEFLECTION CRITERIA: Walls: Wind loads with plaster or stucco finish: L/360 Wind loads with other brittle finishes: L/240 Wind loads with flexible finishes: L/120 or L/180* ' L/180 for exterior walls with interior gypsum board finish. Floors: Live t oad: L/480 * Total Load: L/240 * * Increased floor stiffness may be required by floor covering manufacturer Roofs: Live Load: L/240 Total Load: L/180 All window, door and soffit assemblies shall be designed to withstand the design pressures indicated below and shall be installed in accordance with the manufacturer's requirements. WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE (4) Schedule Pos Neg Pos Neg MITEK/USP ID FL # Fasteners 0 to 20 sf 18.3 -24.5 18.3 _____:1_9_8 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 50.1 to 100 sf 16.4 -20.6 16.4 -18.0 100.1 to 200 sf 15.5 -19.1 15.5 -17.1 200.1 to 500 sf 14.7 17.4 14.7 -16.3 Soffit Design Pressure 1&3 -24.51 18.3 -19.8 icaouI V ID.JU uupl = ±u.1S TYPICAL EDGE STRIP (5) a=5.0' TYPICAL INTERIOR ZONE (4) isJ GENERAL NOTES: 1. The scope of these plans is limited to the structural requirements of this project. Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, and flashing requirements are not addressed in these plans. 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in conformance with all requirements of the authorities having jurisdiction over this type of construction and occupancy. 3. The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during construction. 4. The contractor o shall verify all conditions and dimensions at the job site prior to commencing work. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. 6. All details and sections shown on the structural drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere in the work except where indicated otherwise. 7. Refer to the structural drawings for all structural details and sections. The contractor shall contact the Engineer for clarification in cases of conflict between the structural drawings and any drawings prepared by others prior to commencing work. 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The design of the project structure assumes an allowable soil bearing capacity of 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. CONCRETE: 1. All concrete work shall be in accordance with "Building Code Requirements for Structural Concrete," ACI 318-14, and "Specification for Structural Concrete," ACI 301. 2. All concrete shall have the following minimum compressive strength at 28 days: Slabs on grade, footings, and misc. concrete: fc=2500psi Str ucturalI s abs walls, be - ams and column - s. fc 3000psi Designated radon zones only - all concrete: fc=3000psi 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic material or other substances that are deleterious to concrete or steel reinforcement. 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the structural drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural drawings. 7. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with "Standard Tolerances for Concrete Construction and Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate. 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, or fibermesh reinforcement shall be used with a minimum fiber length of 4" to 2" complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per cubic yard in accordance with manufacturer's recommendations. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and other deleterious material. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection shall be provided in accordance with applicable code requirements. If soil treatment is used, the treatment shall be done after all excavation, backfilling, and compaction is completed. 10. Footings may be upon undisturbed soil or upon structural fill. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. 11. The following minimum concrete cover shall be provided for reinforcement: 3" Concrete cast against and permanently exposed to earth 2" Concrete exposed to earth or weather 1 %2" Concrete not exposed to earth or weather 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars: 21" minimum #5 bars: 26" minimum #6 bars: 32" minimum 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support reinforcing steel. Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. MASONRY: General: 1. All masonry work shall be in accordance with "Building Code Requirements for Masonry Structures," ACI 530-13, and Specifications for Masonry Structures," ACI 530.1-13 2. Grout shall a I conf r omtoA STM C476 with mini c mum 28 day compressive strength of 2000 psi per ASTM C1019. Grout shall be mixed to provide ,r slump between 8" to 11". 3. Mortar shall conform to ASTM C270 and be Type M or S. l ype N mortar may be used in brick veneer. 4. The contractor shall be responsible for the design and installation of all flashing. Concrete Masonry (CMU): 1. Concrete masonry units (CMU) shall be ASTM C90-14, Hollow Load -Bearing Concrete Masonry Units, normal weight, with a minimum compressive strength of 1900 psi (fm=1500 psi). 2. All continuous reinforcing steel in masonry shall be lap -spliced with the following minimum lengths: #4 bars: 20" minimum #5 bars: 25" minimum #6 bars: 30" minimum 3. Grout all cells containing vertical reinforcement in 5-0" maximum lifts. 4. Provide cleanouts per ACI 530.1-13 in the bottom course of masonry when the wall height exceeds 5'-0". 5. Beam reinforcement shall be continuous across control joints. H6 10456.3 LFTA6 17244.17 i .z 1 (8) 0.131" x 2%2" i Metal Connector Fastening Schedule H8 10446.8 Simpson ID FL # MITEK/USP ID FL # Fasteners HDQ3' 10441.3 Anchorage (U.O.N.) A35 10446.1 MPA1 17244.23 (12) 0.131" x 1%z' (14)'/4" x 2'/z" SD n/a ABU44 - Z 10860.4 PAU44 - TZ 17239.13 (12) 0.162" x 2%2' or (12) 0.162" x 3'/2" 5/8" w/ 7" embed ABU66 - Z 10860.4 or PAU66 - TZ 17239.13 (12) 0.162" x 2'/2' or (12) 0.162" x 3'/2" 5/8" w/ 7" embed CS 16 10852.2 RS 150 17244.27 (11) 0.148" x 3" i each end - (22) total n/a DSP 10456.1 RSPT6-2 17244.29 (8) 0.148" x 1'/2" into studs n/a n/a N/A (14) 0.162" x 2'/2" c r (14) 0.162" x 3'/2" (6) 0.148" x 1 %2" i to double plate (12) 0.148" x 1'/z" DTT2Z 10441.1 DTB-TZ 17219.1 (8)'/4" x 1'/2" SD n/a '/2" w/ 4%2" embed (mono) & 7" embed (stem) GBC 10861.3 N/A (5) 0.131" x 1'/2" i ito gable brace n/a = O (7) 0.131" x 2'/2" i ito double plate Q H2.5A 10456.3 n/a: use RT7 17236.11 (5) 0.131" x 2'/2" i each end - (10) total n/a H2.5T 10446.8 1 n/a: use RT7 17236.11 (5) 0.131" x 1'/2" i each end - (10) total n/a H3 1nAra PTZA ��c �� H6 10456.3 LFTA6 17244.17 i .z 1 (8) 0.131" x 2%2" i 1 VOUI I ci iu - to/ wrai i each end - (16) total n/a n/a H8 10446.8 RT8A 17236.11 (5) 0.148" x 1'/2" i each end - (10) total n/a HDQ3' 10441.3 n/a: use UPHD8 17219.6 (20)'/4" x 3" SDS 10456.7 7/8" w/ 12" embed HDUS 10441.4 PHDS 17219.4 (14)'/4" x 2'/z" SD ach end - (14) total 5/8" w/ 7" embed HDU8 10441.4 PHD6 17219.4 (20)'/4" x 3" SDS n/a 7/8" w/ 12" embed HETA16 14473.3 17680.4 (10) 0.148" x 1'/" 17244.18 4" embed HTS20/24/30 10456.6 %TA6 20/24/30 17244.8 (10) 0.148" x 3" in each end - (20) total n/a HTS M 16/20 11473.12 M 16/20 6223.2 (8) 0.148" x 3" into wood n/ HTT4 11496.6 HTT4 HTT5 11496.6 HTT5 LTP4 10446.13 MP4F LSTA18 10852.6 LSTA18 LTS 12 10456.7 LTW 12 MSTA24 MSTAM24 10852.9 11473.11 MSTA24 MSTAM, MSTA30 10852.9 MSTA30 MSTA36 10852.9 MSTA36 MSTAM36 11473.11 MSTAM36 M TS 12/20 10456.8 M TW 12/20 MTSM16/20 11473.12 HTWM16/20 PA51 13326.4 TA51 S P H4/6 10456.12 S PTH4/6 SSP 10446.1 RSPT6 STHD14 13326.7 ISTAD14 17230.3 (30) 0.148" x 3'/4" 14" embed Notes: 1.) All connectors manufactured by Simpson Strong -Tie or MITEK/USP (U.O.N.) 2.) Mono = monolithic concrete; stem = masonrystemwall or bond beam 3.) Anchorage refers to threaded anchors with noted diameters and embedment epths & 12" embed & 12" embed & 12" embed Clay Masonry (Brick): 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and Hollow Brick, respectively. Grade MW shall be used. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall openings greater than 16" in either direction, and shall be spaced no more than 36" o.c. and placed within 12" of the openings. 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 22 gage by 7/8" corrugated and fastened with 1 '/4" galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at CMU walls. 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the length of the opening exceeds 6-0" then the steel angle shall be attached to the wood framing with 3/B" x 3" lag screws @ 12" o.c. or Simpson Y4" x 3" SDS screws @ 12"o.c. WOOD FRAMING: 1. All wood framing has been designed in accordance with "National Design Specification (NDS) for Wood Construction," 2015 edition. 2. Southern Yellow Pine member design incorporates design values for all sizes and grades of visually graded Southern Yellow Pine dimension lumber per "Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by the Southern Pine Inspection Bureau (SPIB). 3. All wood members exposed to weather or in contact with masonry, concrete or soil shall be treated with an appropriate preservative suitable for the exposure conditions. 4. If ACQ treatment is used on any wood member, then all nailing shall require hot -dipped galvanized nails meeting ASTM Al 53, Class C, or ASTM 8695, Class 50. If borate treatment is used then galvanizing is not required. 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 7. The Truss Manufacturer shall submit shop drawings and design notes with a registered Engineer's seal for approval. Design notes shall include the rated load capacity of the truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and installation drawings showing size, shape and layout. 8. Jobsite handling and erection, including temporary bracing, during installation of trusses shall comply with TPI / WTCA BCSI 1. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss Connection Schedule. 10. All gable ends shall be balloon framed or braced in accordance with the applicable detail as shown in the structural drawings. 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall be provided by others. 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: LVL or Parallam LSL E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi Fc =750 psi Fc =900 psi Fv=285 psi Fv=310 psi C 13. Fasten plies of 1 %/4' wide engineered lumber as follows: 2 -ply beams with (3) rows of 0.131"x3'/d' nails @ 12"o.c. 3 -ply beams with (3) rows of 0.131"x3%" nails @ 8"o.c. (each side) 4 -ply beams with (2) rows of Simpson 6'/" long SDW screws @ 12" o.c. STRUCTURAL STEEL: 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings (latest editions). a. Welded Connections: AWS D1.1 b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or ASTM A53 (Fy=35 ksi) 2. All structural steel connections and fabrications shall comply with AISC specifications. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. 8. Field touch-up after installation where required to restore final finish. HARDWARE AND ANCHORS: 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, United Steel Products (USP), or Engineer approved equal. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. 3. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM Al 53, Class C, or ASTM 8695, Class 50. 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by Hilti with Florida Product Approval and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. ROOF COVERING: 1. The contractor shall be responsible for the design and installation of the roof covering system. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements. 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation Manual," and the manufacturer's requirements. 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according to the manufacturer's requirements. 5. The contractor shall be responsible for the design and installation of all metal flashing and valley material. U c CD a) .S a c LU 2 E _o c 0 C a> U 3 -a 0 a> c �FLORIDA C.A. NUMBER: 25846 0 (4)'/4" x 2'/4" Titan (4) '/4" x 1'/" Titen into CMU into concrete a 17324.2 (18) 0.162" x 2'/2" iu 5/8" w/ 7" embed (i 17324.2 (26) 0.162" x 212" E 5/8" w/ 7" embed (I 17244.24 (1 2) 0.13V x 1'/2" n/a 17244.18 (7) 0.148" x 3" in c ach end - (14) total n/a 17244.8 (6) 0.148" x 3" in Each end - (12) total n/a 17244.18 17325.1 (9) 0.148" x 3" in Each (9) 0.148" x 3" int (5) '/4" x 2'/4" Titan (5)'/4" x 1%" Titen end - (18) total wood into CM U into concrete n/a n/a 17244.18 (11) 0.148" x 3" in Nach end - (22) total n/a 17244.18 (13) 0.148" x 3" in ach end - (26) total n/a 17325.1 (13) 0.148" x 3" int (8)'/4" x 2'/4" Titen (8) '/4' x 1%" Titen wood nto CMU nto concrete n/a 17244.8 (7) 0.148" x 3" in a ich end -__F14) total n/a 6223.2 (7) 0.148" x 3" into (4)1/4" x 2'/4" Titan (4)'/4" x 1%" Titen wood nto CM U nto concrete n/a N/A (14) 0.162" x 2'/2" c r (14) 0.162" x 3'/2" 4" embed 17244.32 (12) 0.148" x 1'/z" o n/a 17244.29 (3) (4) 0.148" x 1 %2" into 0.148" x 1'/2" int studs double plate n/a STHD14 13326.7 ISTAD14 17230.3 (30) 0.148" x 3'/4" 14" embed Notes: 1.) All connectors manufactured by Simpson Strong -Tie or MITEK/USP (U.O.N.) 2.) Mono = monolithic concrete; stem = masonrystemwall or bond beam 3.) Anchorage refers to threaded anchors with noted diameters and embedment epths & 12" embed & 12" embed & 12" embed Clay Masonry (Brick): 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and Hollow Brick, respectively. Grade MW shall be used. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall openings greater than 16" in either direction, and shall be spaced no more than 36" o.c. and placed within 12" of the openings. 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 22 gage by 7/8" corrugated and fastened with 1 '/4" galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at CMU walls. 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the length of the opening exceeds 6-0" then the steel angle shall be attached to the wood framing with 3/B" x 3" lag screws @ 12" o.c. or Simpson Y4" x 3" SDS screws @ 12"o.c. WOOD FRAMING: 1. All wood framing has been designed in accordance with "National Design Specification (NDS) for Wood Construction," 2015 edition. 2. Southern Yellow Pine member design incorporates design values for all sizes and grades of visually graded Southern Yellow Pine dimension lumber per "Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by the Southern Pine Inspection Bureau (SPIB). 3. All wood members exposed to weather or in contact with masonry, concrete or soil shall be treated with an appropriate preservative suitable for the exposure conditions. 4. If ACQ treatment is used on any wood member, then all nailing shall require hot -dipped galvanized nails meeting ASTM Al 53, Class C, or ASTM 8695, Class 50. If borate treatment is used then galvanizing is not required. 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 7. The Truss Manufacturer shall submit shop drawings and design notes with a registered Engineer's seal for approval. Design notes shall include the rated load capacity of the truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and installation drawings showing size, shape and layout. 8. Jobsite handling and erection, including temporary bracing, during installation of trusses shall comply with TPI / WTCA BCSI 1. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss Connection Schedule. 10. All gable ends shall be balloon framed or braced in accordance with the applicable detail as shown in the structural drawings. 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall be provided by others. 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: LVL or Parallam LSL E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi Fc =750 psi Fc =900 psi Fv=285 psi Fv=310 psi C 13. Fasten plies of 1 %/4' wide engineered lumber as follows: 2 -ply beams with (3) rows of 0.131"x3'/d' nails @ 12"o.c. 3 -ply beams with (3) rows of 0.131"x3%" nails @ 8"o.c. (each side) 4 -ply beams with (2) rows of Simpson 6'/" long SDW screws @ 12" o.c. STRUCTURAL STEEL: 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings (latest editions). a. Welded Connections: AWS D1.1 b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or ASTM A53 (Fy=35 ksi) 2. All structural steel connections and fabrications shall comply with AISC specifications. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. 8. Field touch-up after installation where required to restore final finish. HARDWARE AND ANCHORS: 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, United Steel Products (USP), or Engineer approved equal. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. 3. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM Al 53, Class C, or ASTM 8695, Class 50. 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by Hilti with Florida Product Approval and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. ROOF COVERING: 1. The contractor shall be responsible for the design and installation of the roof covering system. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements. 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation Manual," and the manufacturer's requirements. 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according to the manufacturer's requirements. 5. The contractor shall be responsible for the design and installation of all metal flashing and valley material. U c CD a) .S a c LU 2 E _o c 0 C a> U 3 -a 0 a> c �FLORIDA C.A. NUMBER: 25846 0 c a) L 0 CU C e t a� • iu ST E , C__ FLO�i�d`',TTOSON, PE E FL PE No. 50791 c a) L 0 CU C e t 0 C__ C3 CIO CU 0 0 U U LU W o rC m m E V = O w Q Z aNi � J Q 2 W Q 2 > CV W Y c F- U a' Z w w O J CL 0 U c NUMBER 7-2056 COUNTY:DUVAL CM JOB Lu 2' NTS a� DO NOT SCALE THIS DRAWING =3RELEASE = DATE: 01-26-18 U C DRAWN BY: a) BTC r„ CHECKED BY: 2' GENERAL NOTES a� =SHEET: O CV@ i t♦ 0 M all a I — — — — — — — — — — — — — — — —I — — — — — — — — ---\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -r — — — — — — — -- t-- — — t- - — — — — — — — — — — — — — — — — —I— I � — I I I I I I I I ( I T-8" I I I Cv PROVIDE\ RECESS FOR I I I I SHOWER I I I I I I I I I I o I I O I — I.........—..—..—..—..—..—..—..—.... I U .....—..—..—..—............—..—..—..... . ......................... ......... ..... ::.. ........ .......... .... .................................... Y....:::::' ::'::::::::::::: :''..... '.............. ............................ .... ....... ...................... a 15'-10" B I I o M 4" CONCRETE SLAB WITH k:. :;:: I 6x6 W1.4x1.4 WWF OR FIBERMESH OVER 6 MIL f:"•VAPOR BARRIER COVERING .I CLEAN AND COMPACTED FILL. LUS210-Z HANGER (TYP.) 3'-4" 1 5'-2" 0 00 N M 0 6'-8" --°-°t CJ CV CV Al 2x8 TREATED LEDGER w/." HDG ANCHOR BOLT @ 18" O.C. (SET ADHESIVE w/ 4" EMBED.) i I 30"x 30"x 12" PAD FOOTING - WITH (3) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 9'-6" D JOISTS Ca- 16" O.C. 9'-0" FOUNDATION PLAN 9'-8" 50'-0" 2'-10" Rol T-42" ml Y p cn 9'-3" 2' 42" 0 N M 0 Ln GV r CV m =ST MWALL CJ = SUGGESTED CONTROL JOINT LOCATIONS = DENOTES TWO STORY """"""' FOOTING CONDITION CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION. ti c � � � l c v 00 L0 67 N W N c M E O J O n LL U O r j� W >_ C O L Z O c' N Y a) E Q tr T 1 N W O = O N rTl Lu 3 W W F- cn CD x a, � N W d c Z rn ca � O U) LL r ::D O M M Q O O Q d 00 -d d' J+ C Cd 0 a> c cn Zn FLORIDA C.A. NUMBER: 25846 a) co 70 c 0 ,p+N�niuuonw�nrura,�i 0 -13 A E LR 1h� ��: ♦♦s 0, o /f NA EN�,,,,•�, �, tS9'-28L'19` FLOYD S. SIMPSON, PE E FL PE No. 50791 � COMMENTS ca c O L 0 N 0 0 c cu im C O U N O U a U 0 W W 0 W •.. a = V 0 Lu c J L aQ w > N W � U Y c Z r w v� w O � J � U a a� '= JOB NUMBER: COUNTY: 17-2056 DUVAL Lu tiUALL %" = 1'-0" (U.O.N.) y DO NOT SCALE THIS DRAWING = RELEASE DATE: 01-26-18 U C DRAWN BY: BTC a� c CHECKED BY: FSS w TITLE: R' FOUNDATION PLAN m = SHEET: 00 S�2 0 TYPICAL ALL S EXTERIOR WINDOW AND SD 3 DOOR OPENINGS U Qcr- 0 Y C W N N 2 v 00 Z N cel O ci U NOTE: EACH FRONT POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "U" ON SHEET SD -3 =FULLIGHT WALL SHEATHING CONT. (2) SPANS 2 2x6 HEADER 2J 2K � 2 2x8, HEADER SW 3 2 2x8 HEADER SW -3 III ................................. ............ . ......................uj III 2.J 2K 2J 2K III III NOTE: III III III o Y ill a" SHEATHING. FASTEN WITH 6d III COM OR BOX NAILS AT 6"O.C. ON EDGES Lu C. IN THE FIELD. III III III III III 12 TREATED PORCH III III EAM (TYPICAL) F a; III o N � N III `x 2 2x8_ HEADER SW 3 2 2x8, HEADER SW 3 2 2x8 HEADER SW -3 III 2J 2K 2.J 2K 2J 2K III III NOTE: III III III THIS OPE PORCH CEILING REQUIRES A III MINIMUM a" SHEATHING. FASTEN WITH 6d III COM OR BOX NAILS AT 6"O.C. ON EDGES AND 12"0 C. IN THE FIELD. III III III (2) 2 III 12 TREATED PORCH III III EAM (TYPICAL) F ALL LAYOUT -FIRST FLOOR BALLOON FRAME WALL w/ 2x6 STUDS @ 8" O.C. (2) 2x6 BUILT-UP POST (MIN.) 2 1 %" x 11 %" LVL 2J2K 1. INSTALL U MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 3. EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 18.4 psf± I.IATCQ. 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-l)/8" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 X" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. W 00 N N M E J O LL U W cm � a) Z -c O c' U) w Y 2) Q cn N = o = N 4k Lu t_ �C-0 om N LU o Z M U) LL O c:> N Q co H— CO C/) cl? ITo J � O co FLORIDA C.A. NUMBER: 25846 ca Ns O !a 0 S07' 9 / ©OF cz /•� -, s� . IDP • ��, EIRIm NG O a, 01-26-18 FLOYD S. SIMPSON, PE cu E FL PE No. 50791 c cu U) N L WOOD FRAMED HEADER LEGEND: !" =1' o" (U.O.N.) O DO NOT SCALE THIS DRAWING SIZE = RELEASE DATE: OF HEADER 01-26-18 -- 2 2x HEADER J K c' L DRAWN BY: BTC QUANTITY UANTITY OF JACKS OF KING STUDS � CHECKED BY: Ep WALL LAYOUT NOTE: � FIRST FLOOR ALL WOOD FRAMED LOAD BEARING HEALERS SHALL BE MINIMUM (2) 2X6 No.2 OR BET -ER S SHEET: SYP. INSTALL MINIMUM (1) JACK AND 00 (1) KING STUD AT EACH HEADER (U.O.N.) N O a> 0 U SHEARWALL LEGEND: V = NON-BEARING WALL a; _ U o = BEARING WALL o 0 n3 W W SW -6 0 m m o = SHEARWALLS FASTENED WITH E O V 8d COM (0.131"x 2Y") NAILS 6"O.C. ON EDGES AND 12"0. o _ p O . W Z 0 ON INTERMEDIATE SUPPORTS. a' a SW -3 2-1 cr) o = SHEARWALLS FASTENED WITH cn 8d COM (0.131"x 2Y21 NAILS@@ LJJ Q �- 3"O.C. ON EDGES AND 12"O.C. 2 ? N W ON INTERMEDIATE SUPPORTS, 2 d' z U Lu SBS = SHEATH BOTH SIDES OF WALL LU AT INDICATED SHEARWALL c' J w U n NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. a� a, JOB NUMBER: 17-2056 COUNTY DUVAL WOOD FRAMED HEADER LEGEND: !" =1' o" (U.O.N.) O DO NOT SCALE THIS DRAWING SIZE = RELEASE DATE: OF HEADER 01-26-18 -- 2 2x HEADER J K c' L DRAWN BY: BTC QUANTITY UANTITY OF JACKS OF KING STUDS � CHECKED BY: Ep WALL LAYOUT NOTE: � FIRST FLOOR ALL WOOD FRAMED LOAD BEARING HEALERS SHALL BE MINIMUM (2) 2X6 No.2 OR BET -ER S SHEET: SYP. INSTALL MINIMUM (1) JACK AND 00 (1) KING STUD AT EACH HEADER (U.O.N.) N O NOTE: EACH FRONT POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "U” ON SHEET SD -3 HOLDOWN HTT5 HOLDOWN DTT2-Z HOLDOWN ALIGNED w/ STRAPS ABOVE HOLDOWN LSTA18 EACH-\ ND OF HEADER `HTT5-/ HOLDOWN HOLDOWN `HTT5' HOLDOWN III III III III III III III III III III III III III TIE -DOWN LAYOUT -FIRST FLOOR HOLDOWN HTT5 HOLDOWN HOLDOWN 1. INSTALL (1j MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER, NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 0 m c CXR L() N N M E J O LL U W C) � a) z C O c) C/) W Y 0) Q N O = N W H C-0 C!) C-) COO N W �t Z o C/) EL C�) N Q CO F__: co C/) W 'IT J O O 00 V .a FLORIDA C.A. NUMBER: 25846 0 a) ��„uniunuunn o g�j y91 -v OF .� %�o I 0 P, owx L sy �. FL �"'lsl SON, PE cu E FL PE No. 50791 c a) U) () c .N L Q 0 a) 0 c U 0 U c Q U m 5W w ..M� 0 G W W E O V ' = O N W Z C� D Q � 2 W Q �- 2 > N W a) z w W O C J V a a) � JOB NUMBER: COUNTY: w 17-20561 DUVAL 21 6UALE: %" = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING = RELEASE DATE: 01-26-18 THREADED ROD LEGEND: THREADED ROD FROM FOUNDATION TO DOUBLE PLATE.(4" MINIMUM EMBEDMENT REQUIRED) DRAWN BY: BTC m O = 8" THREADED ROD FROM FOUNDATION TO UPPER FLOORa, CHECKED BY: FSS DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) W TITLE: E) TIE -DOWN LAYOUT p = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE FIRST FLOOR = HOLDOWN (AS NOTED) INSTALLED AT SILL WITH ROD COUPLER = SHEET: 00 8" THREADED ROD FROM FOUNDATION TO UPPER FLOOR o DOUBLE PLATE. N S�4 O c m �i c a) m ca a) cn a) H vi c N a) c (6 N CB a) :w N a) U) () c .N L Q 0 a) 0 c U 0 U c Q U m 5W w ..M� 0 G W W E O V ' = O N W Z C� D Q � 2 W Q �- 2 > N W a) z w W O C J V a a) � JOB NUMBER: COUNTY: w 17-20561 DUVAL 21 6UALE: %" = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING = RELEASE DATE: 01-26-18 THREADED ROD LEGEND: THREADED ROD FROM FOUNDATION TO DOUBLE PLATE.(4" MINIMUM EMBEDMENT REQUIRED) DRAWN BY: BTC m O = 8" THREADED ROD FROM FOUNDATION TO UPPER FLOORa, CHECKED BY: FSS DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) W TITLE: E) TIE -DOWN LAYOUT p = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE FIRST FLOOR = HOLDOWN (AS NOTED) INSTALLED AT SILL WITH ROD COUPLER = SHEET: 00 8" THREADED ROD FROM FOUNDATION TO UPPER FLOOR o DOUBLE PLATE. N S�4 O v c • NOTES: a; l c v 'L 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 c 00 cm STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 Y8" - U.O.N. Lu N FULL HEIGHT WALL SHEATHING 21M E LL � � o 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 _ SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1,48" - U.O.N. _ a, E o Z .� 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. N Yui U) Q N NOTE: 6 _ INSTALL SOLID BLOCKING BETWEEN ,°ter' �T� 4 FLOORS AT ALL SECOND FLOOR CAw w BUILT-UP POSTS.cncf) M CD N W -,t c Z rn — — - o U) u - O L W � Q N 0 _ H- coUJ � 0 C�6 O a- Q 00 "a C co O a) cn a� FLORIDA C.A. NUMBER: 25846 0 �ttnN00 Nit AiAos taanr �rr��ri� • N • cu $0791 2 SSP CLIP TOP AND BOTTOM@ 32"O.C. AND a'x 4 2' N a SDS SCREWS INTO EACH FLOOR TRUSS BELOWcu ?O'� AT 24" O.C. a E.D10 0 i` •� a ,C- LIVA L RAGN (D TYPICAL ALL S ( FLOYD S. SIMPSON, PE m cu E FL PE No. 50791 C COMMENTS: EXTERIOR WINDOW AND SD 3 DOOR OPENINGS ` .. m c c ....... .................... .............. I cv t U O Ci01 N .Q O U 2 2x8 HEADER 2) 2x6 BUILT-UP 2 J 2 K :' • POST (MIN.) I o c 0 nz (2) CS � BETWEEN FLOORScu .... ... L 73 ' C • is uic 0 cn u cu . ............. . ' . ............. ....... .. .. ....... .... ...............:............. ... L N N cu THREADED ROD LEGEND: a) (2) CS1 a BETWEEN � • = " THREADED ROD FROM FOUNDATION FLOORS _---BALLOON FRAME WALL TO DOUBLE PLATE. 0) (4" MINIMUM EMBEDMENT REQUIRED) w/ 2x6 STUDS @ 8" O.C. 3 • - - THREADED ROD FROM FOUNDATION o TO UPPER FLOOR DOUBLE PLATE. m (4" MINIMUM EMBEDMENT REQUIRED) 2 2x6 HEADER 2 2x HEADER 2 2x6 HEADER 2J 2K 2 J 2K 2 J 2K O= HOLDOWN (AS NOTED) INSTALLED AT SILL — — — —r SHEARWALL LEGEND: U III SW 3 SW 3III SW -3 2) CS16 STRAP 2) CS16 STRAP = NON-BEARING WALL O III ADDITIONAL ADDITIONAL I ( j MTS12 STRAP BETWEEN FLOORS BETWEEN FLOORS MTS 12 STRAP ca III ALIGNED w/ ALIGNED w/ III 2) CS 16 STRAP D = BEARING WALL V AT BEAM AT BEAM III= III HOEDOWNS BELOW HOEDOWNS BELOW J BETWEEN FLOORS J I I I ALIGNED W/ — SW -6 — a V cn ¢ O = SHEARWALLS FASTENED WITH Q III m X m III HOEDOWNS BELOW 8d COM (0.131"x 2Y") NAILS @ � W W ,.� III X c� III 6"O.C. ON EDGES AND 12"O.C. �o zw III E m m ON INTERMEDIATE SUPPORTS. o IIINa Na III _ SW -3 _ E O U III v III D = SHEARWALLS FASTENED WITH ou = F— O III III 8d COM (0.131"x 2)/2") NAILS @N Q 42 a CD 3"O.C. ON EDGES AND 12"O.C. a) _ III III ON INTERMEDIATE SUPPORTS. aa)i (f) NOTE: a H J SBS = SHEATH BOTH SIDES OF WALL 2 W Q EACH BALCONY POST SHALL BE — — — — — — — — — — — — —(2) 2x 2 PORCH— — — — — — — — — — — — — AT INDICATED SHEARWALL 0 Lu N W TREATED 4x4 POST STRAPPED TO III BEAM TYPICAL) III � FRAMING BELOW WITH MSTA36-Z STRAP — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND U Y STRAP POST TO EACH BEAM ABOVE GUARDRAILBY BUILDER SHALL BE NAILED @ 3"O.C. TOP AND BOTTOM PER Z w WITH (1) H6 -Z CLIP OR (1) MSTA24-Z — —� NOTE: DETAILS "A" & "B" ON SHEET SD -2- U.O.N. J Q THIS OPEN PORCH CEILING WOOD FRAMED HEADER LEGEND: a) 0 a REQUIRES A MINIMUM Y8" SHEATHING SIZE E JOB NUMBER. 7- COUNTY: FASTEN WITH 6d COM OR BOX c 1 2056 DUVAL NAILS AT 6" O.C. ON EDGES AND 12" O.C. IN THE FIELD HEADER 2 2x HEADER cn DO NOT SCALE THIS DRAWING _J _K = RELEASE DATE: 01-26-18 QUANTITY QUANTITY OF JACKS OF KING STUDS c NOTE: DRAWN BY: BTC ALL WOOD FRAMED LOAD BEARING HEADERS .6) CHECKED BY: FSS SHALL BE MINIMUM (2) 2X6 N0.2 OR BETTER W TITLE: SYP. ALL EXTERIOR HEADERS SHALL BE 0 WALL AND TIE -DOWN INSTALLED WITH MINIMUM (2) JACKS AND LAYOUT -SECOND FLOG WALL AND TIE -DOWN LAYOUT - SECOND FLOOR (1) KING STUD AT EACH HEADER, ALL 00 SHEET INTERIOR LOAD BEARING HEADERS SHALL BE 00 INSTALLED WITH MINIMUM (1) JACK AND o (1) KING STUD. (U.O.N.) N 2x10 LEDGER wl (6) 0.131" x 3" NAILS @ 16" O.C. (EACH STUD / INTERSECTING TRUSS WEB) F01 NAIL INTO SOLID BLOCKING BEHIND HANGER AT GIRDER LUS210-Z-" HANGER (TYP.) m m m F02(8) HTS24 AT. TRUSS o F03 II I HTS24 AT F06 F07(3) 1: mild 10 ATED FLOOR JOISTS @16" ( (T PER UP TO%" FOR DRAINAGE) TREATED RIM BOARD (TYP.) 2x10 TREATED LEDGER w/ (2)%" x 3%" SDS SCREWS INTO EACH STUD or INTERSECTING TRUSS WEB (16" O.C. MAX) I ROOP TRUSS LAYOUT- LOWER LEVEL J03 0 0 0 NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT J02 HTS24 J01 0 0 0 NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT A01 HTS24 HTS24 0 ALL TRUSSES -U.O.N. H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL. 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. U C � � � 1 c V a) C � 00 uu N Lu 1� N 2 M !_ J O � U n j ' � w _c' 2 (``/1 _ J_ N O / > O 1 Z c = O W S Y 2) cN_n ~% U cu m I+1 N itLu U cn ci) v Q O N w -;I- Z: YZ rn cu f= o L.L. r r L Q N CO L C/) cl? 3 o C O 0') cu w T c cu 00 m c En FLORIDA C.A. NUMBER: 25846 0 T �nrrrrrunrriirr�ri go go A. N L .T � �JrQ'�' •� Zi > s • a) __ -o ; S :. N ^Q• T T• P 0 01-26-18 c FLOYD S. SIMPSON, PE E FL PE No. 50791 cCOMMENTS c4 c ui cu a) 0 (D c cu ui cu a) 7:. a) cn m 4 L a) 0 c U cu � V cm _ U 0 o U � Q 3 WW W � O C �y/��/ W W�.�y.�� 0 U E = O .N W Z Q o Q z W Q 2 ;v > N W Z Lli c ai W O � J � � U � m JOB NUMBER: COUNTY: c' 17-2056 DUVAL w %" = l'-0" (U.O.N.) U) DO NOT SCALE THIS DRAWING = RELEASE DATE: 01-26-18 U C DRAWN BY BTC a) c CHECKED BY: c FSS � TITLE:ROOF TRUSS n LOWER LEVEL = SHEET: 00 00 rn 0 0 0 0 0 ti C= � - \N -e L L i Jjl2(oL i J L J J07 J09....... J09 ........................ ... ...... ...... ..... . HTS24 AT-----` TRUSS C01 I L J CO2 CO3 C04 C05 C04 D04 .......... ........................D03.................... .............................. D02 D01 E06 E05 MTS12 AT TRUSS E04 III III E03 III III" III E01 III J08 J07 III CD 0 ........................................................................ co 0 ROOF TRUSS LAYOUT -UPPER LEVEL r- 0 MTS12 AT TRUSS HTS24 AT TRUSS -- I NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT C01 HTS24 HTS24 E01 MTS12 J10 ALL TRUSSES -U.O.N. H2.5T OR SDWC 15600 H2.5T OR 1 SDWC 15600 H2.5T OR 1 SDWC 15600 21 O � n cM E J O LL- U T M-% J07 O_ co 0 ROOF TRUSS LAYOUT -UPPER LEVEL r- 0 MTS12 AT TRUSS HTS24 AT TRUSS -- I NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT C01 HTS24 HTS24 E01 MTS12 MTS12 ALL TRUSSES -U.O.N. H2.5T OR SDWC 15600 H2.5T OR 1 SDWC 15600 H2.5T OR 1 SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL. 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. c , c m c OO LO W N 21 O � n cM E J O LL- U T M-% W E J N O_ > N Z c_- O c' ELn C CL �� Y 2) U O Q rTl W N 7 O = WW N it cn 2cn �J H � UJ N 1� co N W tt c cu o Z rn Z) u - WUo ¢ N uj a co 00 U) 09 CD _ c O n - aw v '. W co 0 N (D FLORIDA C.A. NUMBER: 25846 0 o ,"00 ® S. Sinr/r N ate`° Vc.•• • •.. ...• �� './. , • /N0.50 7g' 2 �STATF OF o �A L ENG `0 ncmnnu111100 01-26-18 FLOYD S. SIMPSON, PE E FL PE No. 50791 > COMMENTS: cu c c c� U 0 a� Q 0 U U O 0 O C cu u m m -o (D N N rc F- c m C CL U O WW ,.... uj a _ '. W Q N (D w Z vi w O U a_ O JOB NUMBER COUNTY. cm 17-2056 DUVAL w %" = 1'-0" (U.O.N.) N DO NOT SCALE THIS DRAWING = RELEASE DATE: 01-26-18 U C NDRAWN BY: O BTC c CHECKED BY: FSS W TITLE: a' ROOF TRUSS LAYOUT -0 UPPER LEVEL = SHEET: co r O N BRICK VENEER WITH 1"AIRSPACE AND WALL TIES � v m c 00 N BRICK VENEER WITH 1"AIR SPACE CONT. FLASHING; PROVIDE WEEPAND WALL TIES ui M HOLES @ 33"O.C. L GROUT AIR SPACE BELOW FLASHING �- ,� w o r w c SILL PLATE = J .L CONT. FLASHING; PROVIDE WEEP I I CONCRETE SLAB E HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHINGc II = O CONCRETE SLAB X e.+ �l I g SILL PLATE E �/ Q -0 � cn CONCRETE SLAB BEARING POST AS NOTED GRADE \\\\ /\\�\\�\\/\\\/\\\�` I I ( ) W w \ \ //\, GRADE \\\\\\\\\\\\\/\\\\\\� r -� CONCRETE SLAB cn I I CONCRETE SLAB � GRADE \ \ \ ,.,-�-_-- ////////////// (L J1 CONCRETE SLAB \/\(1) #5 CONT. /� '° \\ \\/\\ \ "'(1) #5 CONT. �' W v \/8" CMU STEMWALL WITH (1) #4 @ 48"O.C. H uxi p o AND IN EACH CORNER. - ` _ / //\//\//\ cio ADD 8" x 16" CMU TO INSIDE OF - GRADE °° U \ \ \ \ \` —_—dT;— < _ �_�_ —_ `" FILL CELL SOLID AT EACH #4 REBAR. //\/ is �. ; o /\// //\//\// STEMWALL AT POST LOCATION WITH _ /�� s°�/\\f\\�\---s----- \ \ \ ° c UJ z o HOOK REBAR 12" INTO SLAB AND 6" INTO \\ `j , �, \\/j\\ �! //\\//�\ (1) #4 VERTICAL IN EACH / a °/%\//%/ o /\ \ ` a ° \ c° o \\ \ FOOTING./\\\\/\\/i��\ \ • 6„ (AS NOTED) REINFORCEMENT (AS NOTED) o 0`00 V-8" ONE STORY 2 #5 CONT. V-5" ONE STORY - (3 #5 CONT. A NOTED REINFORCEMENT (AS NOTED) 1' 0" (1) #5 CONT. (AS NOTED) REINFORCEMENT (AS NCTED)CR V-8" TWO STORY - (3) #5 CONT. 1' 9" TWO STORY (3) #5 CONT. 0 0 J Q O CL 00 A SECTION - STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK E SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE K SECTION - THICKENED EDGE P SECTION - INTERIOR BEARING PAD FOOTING SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD 1 NOTE: I STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 SD -1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. o a� c U) cn `u FLORIDA C.A. NUMBER: 25846 SILL PLATE a PA51 STRAP NAILED TO GARAGE 3" MAXIMUM OVERHANG (OPTIONAL) DOOR POST. BEND STRAP INTO STHD14 STRAP NAILED TO GARAGE DOOR POST. z FOOTING AS SHOWN. _ CONCRETE SLAB a� z .... ; �, CONCRETE SLAB X 0 O o 0 .0 Q� SILL PLATE a - Q EMBED STRAP INTO FOOTING �, �..!� •.• "�? .�,, LLIU AS SHOWN. _ CONCRETE SLAB o ;�Of � �,• L%c Z z \\\\\\\\\\\\ NO #4 WITH 6" HOOK INTO FOOTING cn W\\\\\ CURB HEIGHT VARIES • X79' GRADE --\CONCRETE SLAB z AND BENT 12" MINIMUM INTO \/j\ \//\� 0 a \ /\\ \- \ \ //\� _ _ _ = THICKENED EDGE. o = GRADE \ \ �/\ 1 #5 CONT. -.— �O :• T T �F�•e GRADE /\\\ \\ (1) #5 CONT. ; ° GRADE\/\\/ \ \� (") 8 CMU STEMWALL WITH 1 #4 48"O.C. a //i/° \ E �''•,� ••: ' STEMWALL WITH (1) #4 @ 48"O.C.\ O @ / AND IN EACH CORNER. CD \///�//, AND IN EACH CORNER. _ %jam/j�// a //\ \�� a ° n - \ / \//\\//\� FILL CELL SOLID AT EACH #4 REBAR. b' \// \\\/j FILL CELL SOLID AT EACH #4 REBAR. Z /\\/\\/\/\\ ° ' a o r. ,a / // // • .. //< a ' a \// HOOK REBAR 16" INTO PORCH SLAB HOOK REBAR 12" INTO SLAB AND 6" INTO /<GRADE = _ — _ '. ////////° \\ • ° a'� \\�\` c \ \ \ \ \\ /\ /j\//� \y \ ; ' ° \\\\\\�` // AND 6' INTO FOOTING. 8 (1) #4 CONT. c FLOYD S. SIMPSON, PE FOOTING. \\ /\\\\\\\/ \/\\/ a 8 ° ° a ° \\/\ .\//\\//\\//\\ a /\/\/ \ /\\ \\ j\\ j\\/ \` FL PE No. 50791 >' COMMENTS: , 4 /\//////\/�\///\//\//\//\//\//\// 6 ca 1' 8" ONE STORY 2 #5 CONT. 1' 0" ONE STORY 2 #5 CONT. \, \/\\/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\/\\ \\\\\,�\\,\\\� `\�\\/\\/\\/\\0\\1 NOTE: c V-8" TWO STORY - (3) #5 CONT. 1' 4" TWO STORY (2) #5 CONT. 6�� /\\�\\�\\��\ \\//\//\//\//\/�1 8 (2) #5 CONT. REINFORCEMENT IS NOT REQUIRED a� * * ALTERNATE: INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA!)l STRAP OR STHD14 STRAP (SEE DETAIL R ON SHEET SD 1) * * TO PASS THROUGH SLOTS IN STRAP, B SECTION - STEMWALL SECTION - MONOLITHIC F DETAIL - PA51 INSTALLATION STEMWALL DETAIL - STHD14 INSTALLATION MONOLITHIC L SECTION - PORCH STEMWALL Q SECTION - NON-BEARING STEPDOWN 0 SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: I STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 0 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. a> 0 F_ j SHOWER AREA r — ; j SHOWER AREA I MONOLITHIC FOOTING BRICK VENEER WITH 1"AIRSPACE — a, AND WALL TIES 8" CMU STEMWALL I i � FORM EDGE CONT. FLASHING; PROVIDE WEEP LAN VIEW PLAN VIEW HOLES @ 33"O.C. GROUT AIRSPACE BELOW FLASHING U BRICK VENEER WITH 1"AIRSPACE SILL PLATE AND WALL TIES ca a� SILL PLATE (1) #5 CONT. CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. FILL JOINT WITH ELASTOMERIC GROUT AIR SPACE BELOW FLASHING 6" MIN. 1 #4 CONT. (2) MSTAM36 Z STRAPS � JOINT FILLER X () SILL PLATE CONCRETE SLAB g SILL PLATE a HEIGHT OF CURB VARIES x CONCRETE SLAB J NAIL EACH STRAP TO CRIPPLE STUD a WITH (13) 10d COM NAILS a C14 6" MIN. CONCRETE SLAB N (1) #4 CONT. 0 0 0 - o o FASTEN STRAP TO FOUNDATION CO HEIGHT OF CURB VARIES 8"MAX. a „ '� -� ( ) z 6" MIN. HEIGHT OF CURB VARIES 8 \ \\ \\ \\ Lu WALL WITH (8)/ x 2/a CONCRETE SCREWS m \\ \\ \\ \\' co GRADE CONCRETE SLAB j/\ro GRADE ( MAX.)) /�\\ \/�\\/%\� INTO MASONRY OR (8)Yn" x 1 3/a" CONCRETE GRADE \ \\ \ \ /\\/\\/\\/\\ CONCRETE SLAB /// \///\ M = SCREWS INTO CONCRETE. CONCRETE u, \//\//\//\/ \\ \\ \\ \ ' = H c (1) #5 CONT. SCREWS SHALL BE POWERS "TAPPER" WITH \/8" CMU STEMWALL WITH 1 #4 48"O.C. �'a--".� ADE /\ \\j/\\j/\\j GRADE \\/\\\ Z O @ ° / / / /\\, -- \/ PERMA-SEAL FINISH OR EQUAL. EACH CORNER. 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. FILL CELL SOLID AT EACH #4 REBAR. P//\/ �'\//\// _ ° \j\\ \\ �, z y`��j\\/ /\\/� \ / /\\/\\/\\AND IN EACH CORNER. STRAP SHALL BE COVERED WITH SIDING OR U) \ • t \/\\ /\\j • • �� r j\\j o \/ \//\ . 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. // // // // //• - / //\//�' FILL CELL SOLID AT EACH #4 REBAR. STUCCO HOOK REBAR 12" INTO UPPER COURSE OF / °�//\i _ o \j \/\\/� \\\\\\ •.° • ° s ,\\\,\` o \\ ".. \\/\\/ BLOCKS AND 6" INTO FOOTING. \/ // // // / `%/\`%/\\//�\ \\/ -• t . \\/\\/ AND IN EACH CORNER. '/// //\ \ \ \ - �; 6 j� c \ \/ / / / HOOK REBAR 16" INTO PORCH SLAB AND \\, \/\\/\\ \/ FILL CELL SOLID AT EACH #4 REBAR. // // / // // %/\//\// \ ° \/`\ 6" INTO FOOTING. \/ NOTE: 6.. HOOK REBAR 12" INTO SLAB AND 6" INTO \i/\\j/\\j/ //\\j/;\ �, j\\ \\/\\j\\j `/\\/ THIS DETAIL MAY BE SUBSTITUTED FOR ONE STORY - (3) #5 CONT. 6.. FOOTING. \,\\,, \ \\\/�\\ \// EITHER THE PA51 STRAP (STEMWALL) OR 0- 1' 0" ONE STORY 2 #5 CONT. 6" THE STHD14 STRAP (MONOLITHIC). o 1' 8" ONE STORY 2 #5 CONT. 1'-9" TWO STORY (3) #5 CONT. 1' ONE STORY 2 #5 CONT. V-4" TWO STORY 2 #5 CONT. 1-8" TWO STORY - (3) #5 CONT. O 11-81, (2) #5 CONT. 1' TWO STORY - (3) #5 CONT. 0 0 c U c SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK G SECT ON - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER M SECTION - PORCH STEMWALL WITH BRICK R DETAIL - ALTERNATE FOR PA51 STRAP OR v SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" ENGINEER FOR ADDITIONAL REQUIREMENTS. SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" E GINEER FOR ADDITIONAL REQUIREMENTS. SD 1 NOTE IF STEMWALL HEIGHT EXCEEDS 48" ENGINEER FOR ADDITIONAL REQUIREMENTS. SD -1 STHD14 STRAP o v � Q W W co o = O SILL PLATE Q Z CD .o Q (1) #5 CONT. NOTE: > LL Q >— FILL JOINT WITH ELASTOMERIC SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) - > CVS W JOINT FILLER AS SOON AS THE CONCRETE HAS HARDENED ENOUGH U U r Y CONCRETE SLAB Q SILL PLATE NOT TO BE DAMAGED DURING THE CUTTING PROCESS. TREATED POST c 1- w SILL PLATE SILL PLATE (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) �, w O ABU__ POST BASE WITH U PAVERS BY OTHERS RB HEIGHT VARIES a" GALV. ANCHOR EMBEDDED a, OB NUMBER: COUNTY 6" MIN. HEIGHT OF CURB VARIES 8" MAX2 SET XP ADHESIVE c 17-2056 DUVAL ( MAX,)) CONCRETE SLAB GRADE \\/\\/�\j�\j O0 GRADE CONCRETE SLAB CONCRETE SLAB FILL CUT WITH 1" DEEP x%" WIDE SAW ( ) w L ELASTOMERIC CUT AT DENOTED %" = 1' 0" (U.O.N.) STEMWALL WITH (1) #4 @ 48"O.C. ,.---= n C)\/ - a ° ate. a RELEASE DATE: AND IN EACH CORNER. a— _- --� FILLER LOCATIONS. v� DO NOT SCALE THIS DRAWING FILL CELL SOLID AT EACH #4 REBAR. o z//\\//\\// ///\\//\` 4 \\/\\/\\° ° aQ. \\ \\ ¢ \�'h \\ a ° ° o = 01-26-18 HOOK REBAR 12" INTO UPPER COURSE\//\// %\//\//\//� •a, s°�//\//// > o� // csorj�/j�/ a i �' 8" TALL, 12" SQUARE GROUTED v OF BLOCKS AND 6" INTO FOOTING. CMU OR CAST IN PLACE , •.. CONCRETE c a,• DRAWN BY: g' \\/\\/ /\\/, PEDESTAL ON 24"X 24"X 12" PAD m BTC ( CHECKED BY: FOOTING WITH (2'45 EACH WAY c FSS 1'-0" ONE STORY 2 #5 CONT. V-4" ONE STORY 2 #5 CONT. c 1'-8" ONE STORY - 2 #5 CONT. 1'-4" ONE STORY - 2 #5 CONT. CONCRETE SLAB 2''0�� w 1�_8" TWO STORY - (3) #5 CONT. 1' 4" TWO STORY (2) #5 CONT. V-8" TWO STORY - (3) #5 CONT. 1'-8" TWO STORY - 3 #5 CONT. � TITLE: () � FOUNDATION DETAILS SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION - INTERIOR BEARING J SECTION - BEARING STEPDOWN T co SHEET D SECTION -TYPICAL SAW -CUT CONTROL JOINT U DETAIL -PAD FOOTING AT PAVERS 0SD�l SD -1 NOTE: IF S1 I:MWALL HEIGHT EXCEEDS 48" CONTACT SD 1 SD 1 SD -1 SD -1 O ENGINEER FOR ADDITIONAL REQUIREMENTS. U C � o (TYPICAL DOUBLE PLATE SPLICE) 48" MINIMUM SPLICE LENGTH_ °O TYPICAL HEADER TO KING STUD CONNECTION TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT LO MINIMUM NAILING OF (SEE DETAIL "E" N (16) 0.131"x 3" NAILS IN THIS ZONE. (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL NAIL EACH PLY OF KING AND JACK STUDS TOGE THEIR PLATES WITH 0.131"x 3" NAILS @ 8"O.C. JOINT IN LOWER PLATE JOINT IN UPPER PLATE WITH 0.131"x 3Y4" NAILS @ 6"O.C. STAGGERED STAGGERED THREADED ROD ASSEMBLY WITHIN THREADED ROD ASSEMBLY CENTERED (TYPICAL) I I DOUBLE PLATE TYPICAL STUD TO DOUBLE PLATE JACKS AND KING STUDS 6" OF SPLICE IN LOWER PLATE ON SPLICE IN PLATE OR THREADED ROD JACK STUD AND KING ( CONNECTION (AS NOTED) 8" MAX. 6" MAX. ALTERNATE: IF ROD IS GREATER ASSEMBLY WITHIN 12" ON EACH SIDE OF STUD REQUIREMENTS ( (SEE DETAIL "G" ON SD -2) THAN 6" FROM SPLICE ADD JOINT. 6" MAX. (SEE WALL LAYOUT) HEADER (AS NOTED) HEADER MSTA36 STRAP CENTERED ON CHANGE IN NAILS AS NOTED I I SSP AT SPLICE. � PLATE HEIGHT 2x_ BLOCKING (TYPICAL) N TABLE E3) 0.131"x 3Y4" TOENAILS AT EACH II I ND (TYPICAL) JACK STUD -Z NAIL EACH SILL PLY TO KING STUD KING STUDS WITH (3) 0.131"x 3%" NAILS - TOENAIL f- 2x4 BLOCKING BETWEEN STUDS TOENAIL OR ENDNAIL (TYPICAL) -NAIL EACH PLATE TO JACK STUD \ OR ENDNAIL EACH END TO ADJACENT BEVEL BLOCKING AS REQUIRED FOR NOTE: NAILS MAY BE TOENAILED OR BACK / STUD WITH (3) 0.131 x 3/a NAILS MINIMUM 1)/2" NAIL PENETRATION II WITH (3) 0.131 "x 3 /a" NAILS -TOENAIL INTO MAIN FRAMING MEMBERS NAILED THROUGH KING STUD. HEADER NAILING REQUIREMENTS 2x6 (3) NAILS PER PLY 2x8 (4) NAILS PER PLY 2x10 (5) NAILS PER PLY 2x12 (6) NAILS PER PLY 9 Y LVL (5) NAILS PER PLY 11 /B LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL (8) NAILS PER PLY OR ENDNAIL (TYPICAL) O I (TYPICAL) r 0 (2) 2x_ SILL Q II 2x_ SPF #2 STUDS @ 16"O.C. (U.O.N.) SHEATHING MAY CANTILEVER UP TO 0_ C0 w I' (SEE WALL LAYOUT) 2" MAXIMUM PAST SUPPORTS. ALL o 0 WINDOW ATTACHMENTS MUST BE O DOUBLE SILL REQUIRED WHERE OPENING ANCHORED INTO 2x_ MEMBERS. 2 00 a WIDTH EXCEEDS61" (U.O.N.) D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION —THREADED ROD ASSEMBLY AT c NOTED SPACING (SEE DETAIL "DD" ON SD 3) SD 2 SD -2 0 2x_ TREATED SYP SILL PLATE JOINT IN SILL PLATE APPLY SHEATHING HORIZONTALLY FOR STUCCO i! � � FLORIDA C.A. NUMBER: 25846 APPLICATIONS EXCEPT THAT 7/ 16" STRUCTURAL 1 II_L w 2 ^ N M E (2) O = J O U— U LLi v' J i (3) ;✓ o J O j a, z .� TYPICAL STUD TO SILL PLATE O N -E cn w I`� Y 0') < � (5) (6) NAILING AT STUD TO DOUBLE PLATE Q trTl N W o = CONNECTION (SEE DETAIL "G" ON SD -2)t\ BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) NAIL EACH PLY WITH 0.131"x 3j/4" NAILS 6"0 r'TAGGERED F SD 2 4t rT1 � cn a ti U) METAL CONNECTOR --- ,NOT REQUIRED ' CL O C' co w -4- rD z rn c~n L OR ENDNAIL (TYPICAL) O I (TYPICAL) r 0 (2) 2x_ SILL Q II 2x_ SPF #2 STUDS @ 16"O.C. (U.O.N.) SHEATHING MAY CANTILEVER UP TO 0_ C0 w I' (SEE WALL LAYOUT) 2" MAXIMUM PAST SUPPORTS. ALL o 0 WINDOW ATTACHMENTS MUST BE O DOUBLE SILL REQUIRED WHERE OPENING ANCHORED INTO 2x_ MEMBERS. 2 00 a WIDTH EXCEEDS61" (U.O.N.) D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION —THREADED ROD ASSEMBLY AT c NOTED SPACING (SEE DETAIL "DD" ON SD 3) SD 2 SD -2 0 2x_ TREATED SYP SILL PLATE JOINT IN SILL PLATE APPLY SHEATHING HORIZONTALLY FOR STUCCO i! � � FLORIDA C.A. NUMBER: 25846 APPLICATIONS EXCEPT THAT 7/ 16" STRUCTURAL 1 II_L All 2x4 (2) (3) 2x6 (3) (4) 4 MIN.; �' �' 12" MAX. u ANCHOR BOLT AS REQUIRED (SEE DETAIL "DD" ON SD -3) TYPICAL STUD TO SILL PLATE (5) n RATED R 5 RATED SHEATHING MAY BE INSTALLED VERTICALLY. (5) (6) NAILING AT STUD TO DOUBLE PLATE NOTE: THREADED ROD ASSEMBLY SILL PLATES ON EXTERIOR WALLS (BEYOND) SHALL BE ANCHORED BY THREADED BUILT-UP CORNER POST RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) SIMPSON `/a"x 6 34" TITEN HD ROD COUPLER CONNECTION (SEE DETAIL "G" ON SD -2)t\ BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) NAIL EACH PLY WITH 0.131"x 3j/4" NAILS 6"0 r'TAGGERED F SD 2 -STUD NAILING AT STUD TO SILL PLATE METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) METAL CONNECTOR --- ,NOT REQUIRED ' STUD TO PLATE NAILING* STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) 0 � �O, c s; O 607,9 •; • A r L ` @ S ougNgE' ENG\ 0 �yyL, 10VIIIIIII e, 01-26-18 * ALL NAILS NOTED ARE 0.131"x 34" c DOUBLE PLATE c FLOYD S. SIMPSON, PE C DETAIL -TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE G DETAIL -TYPICAL WALL STUD CONNECTION E FL PE No. 50791 COMMENTS. 2x SPF #2 STUDS @ 16"O.C. 2x SPF #2 STUDS @ 16"O.C. SD 2 cu SD-22x THREADED ROD ASSEMBLY OR CONCRETE 10tl CUT NAIL QUICK TIE AT NOTED SPACING @ 24"O.C. OR a"x 3 a' TAPCON 2x_ No.2 SPF OR SYP #2 SUBFASCIA WITH (2) 0.131"x Sia" ENDNAILS AT TRUSS cu SILL PLATE (BELOW) SCREW @ 32"O.C. � �/- ROOF COVERING (BY OTHERS) /-2x_ CORNER FRAMING FULL2x TREATED SYP #2 2x TREATED SYP #2 ROOF TRUSSES a HEIGHT STUDS (TYPICAL) ILL PLATE ILL PLATE a) CORNICE DETAIL 0 (2) ROWS OF 0.131"x 3)/4" / \ �, / (BY OTHERS) / NAILS @ 12"O.C. UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR LOAD ONLY OR H2.5A AT EACH LOOKOUT H2 5A AT EACH LOOKOUT 7_ STAGGERED (TYPICAL) EASED 2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C. OVERHANG FOR OVERHANG I v ROOF SHEATHING (AS NOTED) ROOF SHEATHING METAL CONNECTOR OR METAL CONNECTOR / \ cu BLOCKING REQUIRED (AS NOTED)cm 2x4 SYP BLOCKING BETWEEN (AS NOTED) 2x6 OR 2x8 FRAMED WALL (AS NOTED) " SIMPSON SDWC 15600 SCREW i %s" OR X32" RATED SHEATHING, EXPOSURE I SHINGLE ROOF 2x4 SYP BLOCKING SILL PLATE BELOW /2 RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF LOOKOUTS (BELOW) @ 32"O.C. - U.O.N. �s BETWEEN LOOKOUTS f 2x4 CORNER FRAMING FULL LJ\ _ / '3z' RATED SHEATHING, EXPOSURE I METAL ROOF cu BALLOON FRAMED HEIGHT STUDS DOUBLE PLATE DOUBLE PLATE FASTEN WITH 0.113" x 2 %" RING SHANK vi ® BALLOON FRAMED STUDS (AS NOTED) ® STUDS (AS NOTED) MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF #2 STUDS @ 16"O.C. NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. 0 DOUBLE PLATE SHEATHING (AS NOTED)cn SINGLE PLATE NAIL TO TRUSS NAILED WITH (4) 0.131"x 3Ya" NAILS TO SIMPSON SDWC 15450 SCREW GYPSUM BOARD INTERIOR VAULT EACH ADJACENT STUD 2x SPF #2 STUDS @ 16"O.C. 32"O.C. - U.O.N. N BOTTOM CHORD WITH 0.131" x 3Ya" °� CONNECTOR AT EACH TRUSS cu NAILS @ 6"O.C. EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 0 THIS SPACE (SEE TRUSS CONNECTION SCHEDULE) -a SHALL BE NAILED TO SPACING (48" O.C. MAXIMUM) SILL PLATE a) EXTERIOR SHEATHING SHALL BE _ 2x TREATED SYP #2 (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) a UPPER PLY OF DOUBLE 2x4 CORNER FRAMING FULL ANCHOR BOLTS AT NOTED _s_ - NAILED TO BOTTOM CHORD OF TRUSS PLATE @ 6"O.C. HEIGHT STUD ILL PLATE PACING (32" O.C. MAXIMUM) ~ (p� 6 0 C WITH 0.131" x 2%" WITH 0.131N 2%" NAILS.'x GYPSUM BOARD c _ 9AILS. (2) ROWS OF 0.131 34' � � - (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL - - - - - C 12"O. . � a (U.O.N. ON WALL LAYOUT) NAILS @ SHEARWALL UPLIFT (ROOF) - SCREWS /s" RATED SHEATHING, EXPOSURE 1. a FASTEN WITH 0.131" x MY NAILS @ 6"O.C. ON DETAIL -BALLOON FRAMED GABLE END LOW CEILING UAULT J DETAIL -BALLOON FRAMED GABLE ND HIGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 90° CORNERS L SECTION - INTERIOR WALL CONDITIONS BEARING/SHEARWALL EDGES AND 1DGES ON INTERMEDIATE SUPPORTS. (U.O.N.) `u H ( ) (BLOCK ALL EDGES) SEE "F" ON SD 2 sD 2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % OF EXTERIOR ROOF PITCH SD 2 INTERIOR CEILING PITCH EXCEEDS F EXTERIOR ROOF PITCH SD -2 sD 2 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) NUT WITH 2" WASHER AT SOLE PLATE c: 2x_ N0.2 SPF OR SYP #2 SUBFASCIA WITH (2) 0.131"x 3/a" ENDNAILS AT TRUSS m ROOF COVERING (BY OTHERS) 2x^ SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIM cn ROOF TRUSSES BOARD WITH 0.131"x 3%" NAILS @ 6"O.C. NOTE: ALL MEMBERS SHALL BE #2 SYP. CORNICE DETAIL ) 23z" RATED STURD I FLOOR (T&G) SHEATHING NUT & 3"x 3"x%" WASHER NAIL RACE TO BLOCKING WITH (5) 0.131"x 34 (3) 0.131"x 3Y" TOENAILS AT EACH LOOKOUT (BY OTHERS) / GLUED AND NAILED. FASTEN WITH 0.131" x 23" RING (SEE THREADED ROD ASSEMBLY DETAILS.) NAILS TO TOP CHORD OF TRUSS. SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE 2) 2x6 BLOCKING BETWEEN TRUSSES WITH / FIELD. Q 12" LONG 2x_ SCAB ( MATCH BOTTOM 2x4 BLOCKING REQUIRED BETWEEN CHORD WITH %" SPACERS NAIL wl (3) 0.131"x (3) 0.1 1"x 3%" NAILS EACH END LOOKOUTS FLOOR JOIST (I -JOIST SHOWN, SAWN 3" NAIL f- ROOF SHEATHING (AS NOTED) \ (� JOIST SIMILAR - SEE SECTION "Z" ON 2x_ BARGE RAFTER / I SD -3 FOR OPEN WEB TRUSS) o BOTTOM CHORD OF GABLE END TRUSS / a V FASCIA (BY OTHERS) Vis" OR 132" RATED SHEATHING, EXPOSURE I SHINGLE ROOF GYPSUM BOARD c V THREADED ROD ASSEMBLY / " '32RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF \\ I RIM BOARD \` 32" , EXPOSURE I - METAL ROOF RATED SHEATHING 2x4 LOOKOUTS @ 48"O.C. s 0 SECTION A -A FASTEN WITH 0.113" x 2 4" RING SHANK NAIL JOIST TO PLATE WITH (2) 0.131"x 3'/a" TOENAILS U Q H3 CLIP OR EQUAL AT EACH NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. W cu W LOOKOUT GYPSUM BOARD (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) o m m H3 OR EQUAL AT EACH LOOKOUT i i i I �\ I I i CONNECTOR AT EACH TRUSS TOENAIL RIM BOARD TO PLATE WITH E = 2x4 LOOKOUTS 48"O.C. FOR I GABLE END TRUSS DROP GABLE (SEE TRUSS CONNECTION SCHEDULE) 0.131"x 3Ya" NAILS @ 8"O.C. 0 �- O OVERHANG @ I I I �� I I ( ) (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) THREADED COUPLING AS REQUIRED cn W Z ROOF SHEATHING (AS NOTED) I I I I m a GYPSUM BOARD � I I I I I 2x6 BRACE SPACED @ 48"O.C. UNLESS � OTHERWISE NOTED ON ROOF LAYOUT. GYPSUM BOARD 2x_ SPF #2 STUDS 16"O.C. U.O.N. (SEE WALL LAYOUT) c TOP CHORD OF GABLE END TRUSS I I I I @ 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) >. Q @ 4s" RATED SHEATHING, EXPOSURE I. m � d%' u J I VERTICAL WEB OF GABLE END � I I � I I � ADD 2x4 T -BRACE NAILED 6"O.C.WITH TRUSS I I I /s" RATED SHEATHING, EXPOSURE I. FASTEN WITH 0.131" x 2%" NAILS @ 6"O.C. ON - 0.131"x 2%" NAILS IF BRACE LENGTH FASTEN WITH 0.131" x 2/" NAILS 6"O.C. ON W U NUT & 3"x 3"x%" WASHER EXCEEDS Y-0". @ EDGES AND 12 O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) U I- �\ EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) Z (BLOCK ALL EDGES) SEE "F" ON SD -2 - w (BLOCK ALL EDGES) SEE "F" ON SD -2 m U a A 12" LONG SCAB MATCH BOTTOM I I I I �\ THREADED ROD ASSEMBLY AT THREADED ROD ASSEMBLY AT ( � � � NOTED SPACING (SEE DETAIL "DD" ON SD -3) °' I ";L,CHORD) WITH %" SPACERS (I I LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. NOTED SPACING (SEE DETAIL "DD" ON SD -3) NOTE: E J06 NUMBER: COUNTY: �-BOTTOM CHORD OF GABLE END NOTE: 17-2056 DUVAL SILL PLATES ON EXTERIOR WALLS w L TRUSS SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED /a - 1' 0" (U.O.N.) _ SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL DO NOT SCALE THIS DRAWING A (2) 2x_ DOUBLE PLATE RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIN = RELEASE DATE: THREADED ROD ASSEMBLY � � � '' SEE DETAIL "M" ON SD -2 ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) 01-26-18 WHERE THREADED RODS MAXIMUM 48"O.C. SPACING (U.O.N.) GBC CLIP 2 REQUIRED AT EACH BRACE 2x TREATED SYP #2 SILL PLATE WITH ANCHORS () ARE SPECIFIED. / 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS (SEE DETAIL "DD" ON SD -3) HORD OF TRUSS TO INSET WALL/2" TOENAIL OTTOM CINSET WALL Y2" L DRAWN BY: 2x STUDS DOUBLE LATE WITH 0.131"x 3)/4" NAILS %" THREADED ROD ASSEMBLY FOR STUCCO (SEE DETAIL "DD" ON SD 3) FOR STUCCO BTC @ 8"0 C. (AS NOTE D) APPLICATIONS APPLICATIONS �, CHECKED BY: FSS THREADED ROD NOT SHOWN FOR CLARITY I • ° II< ° w TITLE: ��- GYPSUM HOARD CEILING ;w' 4 -SEE FOUNDATION DETAILS W'—SEE FOUNDATION DETAILS SECTIONS AND DETAILS 2x4 DRY ALL BACKING INSTALLED y (1 of 2) - i CONTINUOUSLY BETWEEN BRACES M SECTION - PLATFORM FRAMED GABLE END �� SECTION - GABLE END WALL DIAGONAL BRACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY I�iALL � SHEET: [)-2 SD 2 SD -2 N SD�2 SD -2 O U C MTA 4 STRAP LOOPED OVER INSTALL DSP CLIP @ 32"O.C. DOUBLE PLATE NAILED WITH MAXIMUM SPACING (U.0A.) v� (6) 10d x 1 %" NAILS INTO EACH SSIDE OF STUD END VERTICAL BRACING REQUIREMENTS • o _ —� INSTALL MSTA24 STRAP LOOPED OVE a' � DOUBLE PLATE — -__� 12' MAX_ c cv DOUBLE PLATE. NAIL TO CRIPPLE ON w �"�� N BRITTLE FINISH FLEXIBLE FINISH -"' M E EXTERIOR BEAM (AS NOTED) EACH SIDE WITH (6) 0.131" x 1 %" NAILS.Li- o c ^ � BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C. WALL STUDS DOUBLE PLATE I I I I Ld J -E NOTCH BEAM AS REQUIRED TO I I — NONE REQUIRED 0" TO 53" 0" TO 47" 0" TO 67" 0" TO 59" FIT BENEATH DOUBLE PLATE I I I BEAM BEARS ON (2) 2x_ JACKS I I I o STRAP CRIPPLE TO HEADER WITH "� LSTA18STRAP N ~� Y E /1/ U a� x 54" 4" 48" TO 99" 68" TO 145" 60" TO 126" (TYPICAL - U.O.N.) I I I L LTT20 (U.O.N.) I I I I o 2x6 L BRACE 115" T0182" 100" T0158" 146" TO 232" 127" TO 201" SILL PLATE CONDITION. I I Q C,4 = (NOTCHED BEAM) I I I �T� 4 ujI I 2 �G Im all CCL clch RATED ROOF SHEATHING J r a H o a co 2x_ L -BRACE NAILED TO LL VERTICAL WEB ------------------------------ I o -_ ------------------------------ �- WITH ..x 3"NAIL .C. '-__ I I-----�T------I-�------n------n---I NAIL SHEATHING TO DOUBLE PLATE WITH I I I I I I I I I I---n------n------TI------Tr---I cD o F— I I I I I I I I I I I I I I I 11 I I `•_ = N = VERTICAL WEB IN GABLE END 2 ROWS OF 0.131"x 2%" NAILS 6"O.C. I I I I I I I I I I THREADED ROD ASSEMBLY I I I I I I I I I Q c� () @ I THREADED ROD ASSEMBLY co I II II II II I I II II II I O I I II II 11 II I I �_ U) cq 11, TRUSS NAIL SHEATHING ALONG BOTTOM OF I 1 1 I I 1 1 I I I ~� = I H. , HEADER @ 3"O.C. I I I I I 1 1 I I I I NOTE: I i i i i i i i i i NOTE: o 0 Q 2x_ LOOKOUTS AT 48' O.C. I I I I I I THREADED ROD ASSEMBLY I I I I I I I I I I J rn v I I I I I I I I I I I THREADED ROD ASSEMBLY O INSTALL DSP CLIPS @ 24" O.C. OR I I I I I I I I NOT REQUIRED AT GARAGE I I 1 1 I I 1 1 I I I I Q a DOOR OPENINGS. I i i i i i i i i i I NOT REQUIRED AT GARAGE 00 I I I I I I I I DOOR OPENINGS. @ I I 11 II II 11 I 4-: � SPH_ 32 O.C. I 16" OR 24" 0. EXTERIOR BEAM (AS NOTED) I I 1 1 I I I a w SPACING (SEE TABLE) (2) MSTAM24 STRAPS FASTENED TO DOUBLE PLATE I11 I I II o STUDS AND FACE OF FOUNDATION ;,I 11 I SILL PLATE BEAM INSTALLED BENEATH DOUBLE PLATE o c NOTE: BEAM BEARS ON (2) 2x_ JACKS WHERE TRUSS CONTAINS DIAGONALS, INCREASE L -BRACE (TYPICAL U.O.N.) �' CONDITION.2 ANCHOR BOLT AS REQUIRED FLORIDA C.A. NUMBER: 25846 REQUIREMENTS BY ONE NOMINAL STUD SIZE AND MATCH ° ° ANCHOR BOLT AS REQUIRED -0 OVER DIAGONALS. _a J o ALTERNATE (DROPPED BEAM) FLUSH HEADER CONDITION DROPPED HEADER CONDITION L P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - UPLIFT ANCHORAGE WITHOUT THREADED ROD R DETAIL - EXTERIOR BEAM TO WALL CONNECTION S DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGS a N`,50,-g sem• o o = . so, _ SD -3 SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD 3 SD -3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED 9� : Z ALTERNATE ANCHOR: •. �``,, Y2" x 6" TITEN HD UPLIFT CONNECTOR (AS NOTED) 0®�/ •• \N (MECHANICALLY GALVANIZED) TRUSS (AS NOTED) J NAIL EACH END OF BLOCKING TO a) ��ar X EXTERIOR N -AM + " < ROOF SHEATHING AS NOTED WITH 2" x'X" WASHER 2x4 SPF BLOCKING NAIL WITH 2 BOTTOM CHORDS WITH (3) 0.131"x 3Yn" FLOYDD 9 N, PE INSTALL 2x4 BLOCKING BETWEEN > FL PE No. 50791 2x4 SPF NAILER- NAIL TO T01' PLATE 0.131"x 3'/a" NAILS AT EACH END) a H6 CLIP FROM COMMENTS: ROOF TRUSS (BY OTHERS) WITH POST TO BEAM WITH1 (END NAIL OR TOENAIL) TRUSS BOTTOM CHORDS @ 12"O.C. 0.131"x 3/n" NAILS @ 6"O.C. BRACE (IF REQUIRED) LAP BEAM PLIES AND NAIL AS SHOWN - (5) BOTTOM CHORD OF TRUSS I TO REPLACE (1) ROW OF LATERAL '� 0.131"x 3/a" NAILS PER PLY NAIL EACH BLOCK TO DOUBLE PLATE v I i i I BRACING INSTALL 2x4 No.2 SYP T -BRACE PT POST (AS NOTED) WITH 3 0.131"x 3X" NAILS PT POST AS NOTED -NAIL PORCH SHEATHING AS NOTED O NAILED TO EACH PLY OF TRUSS WEB AT - ( ) n 1 16"O.C. WITH 0.131" x 3" NAILS H6 CLIP FROM POST ABU POST BASE O TRUSS BOTTOM CHORD DOUBLE PLAT U I I TO REPLACE 2 ROWS OF LATERAL TO BEAM (AS NOTED) E o BRACING INSTALL 2x6 No.2 SYP T- BRACEEXTERIOR BEAM %" THREADED ROD EXTERIOR FRAMED WALL ` n NAIL PORCH SHEATHING AS NOTED MINIMUM /s RATED SHEATHING, o NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) i ° 1 WITH NUT SET IN EXPOSURE I FASTEN AS NOTED --- ----- I 't ---------+- WITH 0.131" x 3" NAILS @ 6"O.C. • ' ADHESIVE PLAN VIEW AT TOP OF POST I • ° I ON WALL LAYOUT (BLOCK ALL _____ r, _________ ____ _ _ L (7" EMBEDMENT) EXTERIOR FRAMED WALL EDGES) d v U) a NOTE: d i1 a T -BRACING TO BE USED WHEN a dl I i c~3 CONTINUOUS LATERAL BRACING IS " - - c IMPRACTICAL. SIDE VIEW AT BASE OF POST T SECTION - TYPICAL T -BRACE U DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST V SECTION - EXTERIOR WALLPARALLFL TO TRUSS W SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS X SECTION - INTERIOR SHEARWALL EARWALL PARALLEL TO TRUSS SD -3 SD -3 SD -3 SD -3 � SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED � (i c NAIL SCAB TO TOP CHORD WITH INSTALL SPH_ CLIPS AT 32"O.C. AT DOUBLE PLATE (4) 0.131"x 3X" NAILS T' LAST TRUSS IN ROW REQUIRING BRACING c 2x_ SPF #2 SOLE PLATE U.O.N. NAIL TO BAND ALTERNATE: MSTA24 STRAP LOOPED OVER ADD 2x4 VERTICAL SCAB IN EACH ca NAIL DIAGONAL BRACE TO BLOCKING (U.O.N.) DOUBLE PLATE NAILED WITH 6 10d x 1 Yz" NAILS TRUSS IF NO WEB IS PRESENT N WITH (3) NAILS BOARD WITH 0.131"x 3/4" NAILS @ 6"O.C. O a`) INTO EACH SIDE OF STUD _0 ROOF SHEATHING �3) 0.131"x 3%" NAILS TYPICAL AT 2x4 BLOCKING - TOENAIL OR ENDNAIL BAND BOARD CH TRUSS om UPPER LEVEL STUD �_ EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING INSTALL 2x4 SYP FLATWISE BLOCKING 2x4 X -BRACE ACROSS LENGTH OF 3�: (3) NAILS112 BETWEEN TRUSSES, TOENAL EACH CS16 STRAP (CUT TO LENGTH) FROM UPPER SHEARWALL END WITH (3) 0.131"x 3X" NAILS. STUD TO HEADER BELOW @ 32"O.C. (U.O.N.). NAIL INTO UPPER STUD WITH (11) 10d AND NAIL NAIL SCAB TO PLATE WITH (3) NAIL DIAGONAL BRACE TO INTERMEDIATE RAISED HEEL TRUSS WITH HEEL HEIGHT — INTO HEADER WITH (11)10d NAILS. 0.131"x 3X" TOENAILS WEBS WITH (2) NAILSGREATER THAN 6" / BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE OPEN WEB TRUSS �/ 2x4 BLOCKING BETWEEN TRUSSES I 2x4 SPF No.2 DIAGONAL BRACE DOUBLE PLATE I NAILING NOT REQUIRED BETWEEN UPPER SOLE TOENAILED TO DOUBLE PLATE WITH T I (TYPICAL AT EACH END OF PLATE AND LOWER DOUBLE PLATE. 0.131"x 3 Yn" NAILS @ 4"O.C. I CONTINUOUS LATERAL BRACING) SHEATHING CONTINUOUS FROM BAND BOARD a`) FLOOR SYSTEM (AS NOTED TRUSS AS NOTED TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH ) ( ) o NAIL DIAGONAL BRACE TO TRUSS .a EDGE NAILING REQUIREMENTS OR UPPER WALL SHEATH AREA BETWEEN DOUBLE PLATE BEGIN NAILING 1" MINIMUM BELOW DOUBLE PLATE DOUBLE PLATE `� I WEB WITH (3) NAILS V TOENAIL TRUSS TO PLATE WITH AND ROOF SHEATHING WITH %s" OSB 42 (2) 0.131"x 3Yn" NAILS RATED SHEATHING. NAIL WITH SHEARWALL DOUBLE PLATE MINIMUM %s" RATED SHEATHING, a' _ NAILING PATTERN FOR WALL. EXPOSURE I FASTEN AS NOTED Q Q DOUBLE PLATE (U.O.N.) (SEE WALL LAYOUT) ON WALL LAYOUT (BLOCK ALL EDGES) LOWER LEVEL HEADER (AS NOTED) (n `a I Z SECTION -TYPICAL OPEN WEB FLOOR TRUSS AA DETAIL -TYPICAL RAISED HEEL TRUSS BLOCKING o W W m m I CONTINUOUS LATERAL BRACE (QUANTITY SD 3 SD -3 0 V I AND LOCATION DEFINED BY TRUSS SHOP _ 0 j DRAWING.) cn W N Q Z I NAIL CONTINUOUS LATERAL BRACE TO o Q EACH TRUSS WEB WITH (2) NAILS (n J Q BB DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW CC SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSS � F_ui �. Q I ROOF TRUSSES (BY OTHERS) SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED CN uj Lu NOTE: Z 3 TRUSSES MINIMUM ATTACH DOUBLE PLATE TO STUD PER 6 W O O DETAIL "BB" ON SD -3_j J N U FOR N CONTINUOUS LATERAL BRACE UPPER LEVEL STUD JOB NUMBER: COUNTY: DOUBLE PLATE 17-2056DUVAL CS16 STRAP (CUT TO LENGTH) FROM UPPER w NUT WITH 2"x 2"x 16 WASHER STUD TO BEAM BELOW @ 32"O.C. (U.O.N.). L 1 NOTES: ALTERNATE: SIMPSON LBPS% SLOTTED NAIL INTO UPPER STUD WITH (11)10d AND NAIL /n" = 1'-0" (U.O.N.) WASHER WITH 1" WASHER. / INTO BEAM WITH (11)10d NAILS. v) DO NOT SCALE THIS DRAWING = RELEASE DATE: 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) /— %"O THREADED ROD �I BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE 01-26-18 2 ALL NAILS SHOWN SHAL'__ BE 0.131"x3" NAILSU.O.N. BEGIN NAILING 1" MINIMUM BELOW TOP OF BEAM NAILS()SIMPSON 3/8"0 x 6" TITEN HD OR cm SIMPSON %" O x 6 Y4" TITEN HD ROD COUPLER THREADED ROD SET IN ADHESIVE � BTC WITH 1" CUT WASHER s DRAWN BY WITH MINIMUM 4" EMBEDMENT BEAM (AS NOTED) OSS R g' THREADED ROD SET IN ADHESIVE WITH WITH 1" WASHER cm CHECKED BY: F I; MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER ;.' : Lu TITLE: II '21 SECTIONS AND DETAILS G� (2 of 2) DETAIL - TYPICAL LATERAL TRUSS BRACING DD DETAIL - THREADED ROD ASSEMBLY DETAIL - ANCHOR BOLT FF DETAIL -CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM GG SHEET SD 3 SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD 3 0 O wQ on ..50, 11. 614" DESK — — — — — — — — — — — LU WC ATH #3 WIC = I USI w ic __j2e� 9' CLG. I 9' CLG. Z � o� 80 80 11 0 MNIMUM HEADROOM CLEARANCE: 6-8" (ABOVE NOSING) 72 11RRon o 12'-9 2'-6" AHU A/C W/ 8311.7.7 OF THE FLORIDA DUILDIN'G CODE, RESIDENTIAL. N N N HANDRAILS SHALL DE CONTINUOUS PER FLIGHT OF STAIRS. 9 GAS_(D COMP. rr-� WC FA1 H #G s= p �� a� 13E1) #5 3°56 5H 55H 9' CLG. o LINEN 11'-10" X 14'-0" SILL Cad 2'-6" AFF SILL A 6'-0" AFF SILL 0 6'-0" AFF GAS WH 9' CLG. � �s UI U 10'CLG.S�z C90 10" RUN 10' CLG. r o cs N CVCD s AN ORNAMENTAL PATTERN SUCH THAT A I�wl �� ORO MIRR ROD & SH --�.-----.—� cs� � o d <� I 0 �v d -8� LL�l CD 548° FR. DR. I < }�K/� �- DN 19 RISERS THE GUARDRAIL CONSTRUCTION SHALL BE _ 7 7/16" RISE 4' 11":: 10" RUN L 7. : 4'-6" 1 DESK LOFT 9'-2" X 9'4" 9'-0" X 10'-10" 9' CLG. 9' CLG. 2-285° SH 2548 SILL @ 2'-0" AFF 548° FR, DR. 5ALCONY 28'-0" X 12'-O" 91-11/61 PL. Hr. 4" P.T. POST WRAPPED TO 10X10 TYP. 36"h RAILING 2T-11" 30'-11" 1r Z U o ,N OPEN TO BELOW c 2-285 5H SILL @ 2 0" AFF I 2nd FLOOR\ PLAN GENERAL STAIR DETAIL SCALE: N.T.S. CA CULATIONS 'STAIR NOTES: 1560 ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR 788 VARIANCES IN CONSTRUCTION MATERIAL. ACTUAL CONSTRUCTION MU5T COMPLY 2548 W/ 8311.7 OF THE FLORIDA DUILDING CODE, RESIDENTIAL. 49 -11" 13ED #2 346 MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) -DOOR MAXIMUM RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT) 346 MINIMUM STAIR WIDTH: 36" 0 MNIMUM HEADROOM CLEARANCE: 6-8" (ABOVE NOSING) 72 11RRon o 12'-9 2'-6" 2'-0" 2' 6" T-9" A/C W/ 8311.7.7 OF THE FLORIDA DUILDIN'G CODE, RESIDENTIAL. N N N HANDRAILS SHALL DE CONTINUOUS PER FLIGHT OF STAIRS. SUIT E GAS_(D COMP. rr-� WC FA1 H #G s= p �� a� HANDRAILS SHALL BE 11/4"-2" IN CROSS SECTIONAL DIMENSION, OR .APPROVED EQUIVALENT, AND EDGES 3°56 5H 2°2° FIXED 2020 FIXED STUB TANKLESS H'�' 9' CLG. o ANY POINT ALONG THE T"OP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL SILL Cad 2'-6" AFF SILL A 6'-0" AFF SILL 0 6'-0" AFF GAS WH 9' G. � UI U 10'CLG.S�z OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR \ 10" RUN 10' CLG. �q° 1; o cs N CVCD s AN ORNAMENTAL PATTERN SUCH THAT A �� ORO MIRR ROD & SH --�.-----.—� cs� � o d 12' TMPRD 51 LITE 1 d 4" DIAMETER SPHERE CANNOT PASS THROUGH. U-) U_ 548° FR. DR. I < }�K/� �- THE GUARDRAIL CONSTRUCTION SHALL BE LU N 4' 11":: r� 7. : LU OWNERS I l 1 A / lG — — — PREPLUMB — — — — I� I w< LU N tiN c3G 12 FREE 5TANDINGTUB G2 ATH `sO WIC N 13'-0" X 311-0° 10'-1" PL. HT. I _I z I HORIZONTALLY ALONG THE TOP RAIL. MI w ! 1(3i � I - 3°8° PORCH - N �I 4' 2" 10' CLG. 4' 5" 1' ;i 10' CLG. ' o I �,. 1r Z U o ,N OPEN TO BELOW c 2-285 5H SILL @ 2 0" AFF I 2nd FLOOR\ PLAN GENERAL STAIR DETAIL SCALE: N.T.S. CA CULATIONS 'STAIR NOTES: 1560 ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR 788 VARIANCES IN CONSTRUCTION MATERIAL. ACTUAL CONSTRUCTION MU5T COMPLY 2548 W/ 8311.7 OF THE FLORIDA DUILDING CODE, RESIDENTIAL. OWNERS 13ED #2 346 MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) -DOOR MAXIMUM RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT) 346 MINIMUM STAIR WIDTH: 36" 3536 MNIMUM HEADROOM CLEARANCE: 6-8" (ABOVE NOSING) 72 `HANDRAIL NOTES; 60 ACTUAL CONSTRUCTION MUST COMPLY In LLJ W/ 8311.7.7 OF THE FLORIDA DUILDIN'G CODE, RESIDENTIAL. c� N N HANDRAILS SHALL DE CONTINUOUS PER FLIGHT OF STAIRS. SUIT E 04" X 12'-6" JCNI MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE wow IN NEWEL POSTS OR SAFE TERMINALS. a� HANDRAILS SHALL BE 11/4"-2" IN CROSS SECTIONAL DIMENSION, OR .APPROVED EQUIVALENT, AND EDGES o SHALL HAVE A MIN. RADIUS OF 0.01". 9' CLG. �So ANY POINT ALONG THE T"OP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL I w BUILDING DEPARTMEN- APPROVAL REQUIREMENTS FOR o0 l 14'-6" X 16'-6" UI U 10'CLG.S�z OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR \ 10" RUN 10' CLG. 10' CLG. s AN ORNAMENTAL PATTERN SUCH THAT A cs� � o d 12' TMPRD 51 LITE 1 d 4" DIAMETER SPHERE CANNOT PASS THROUGH. U-) U_ 548° FR. DR. 548° FR. DR. < }�K/� �- THE GUARDRAIL CONSTRUCTION SHALL BE 1C N 4' 11":: r� 7. : ABLE TO RESIST .A LOAD OF 20 LBS wC"j l 1 A / lG — — — PREPLUMB — — — — I� I w< PER LINEAL FOOT APPI IED 13'-0" X 311-0° 10'-1" PL. HT. I _I z I HORIZONTALLY ALONG THE TOP RAIL. MI w ! 1(3i � I - 3°8° PORCH - N I Lij CV �,. d $ O)G`1 MAY NOr PASS LE55 THAN 36" IN HEIGHT. t �� (HROUGH N THE TRIANGULAR OPENING5 SPHERE 11-1 AT STAIR TREAD, RISER, & M MAY NOT PA55 U BOTTOM SHALL DE SUCH THROUGH 5' THAT A 6" DIAMETER N SPHERE CANNOT PA55 THROUGH. I Nr[ 10'-11/8" PL. HT. II J -1 4'- z' 5'-6" CONC. — — — 1r Z U o ,N OPEN TO BELOW c 2-285 5H SILL @ 2 0" AFF I 2nd FLOOR\ PLAN GENERAL STAIR DETAIL SCALE: N.T.S. CA CULATIONS 'STAIR NOTES: 1560 ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR 788 VARIANCES IN CONSTRUCTION MATERIAL. ACTUAL CONSTRUCTION MU5T COMPLY 2548 W/ 8311.7 OF THE FLORIDA DUILDING CODE, RESIDENTIAL. 496 MAXIMUM RISER HEIGHT: 7-3/4" 346 MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) -DOOR MAXIMUM RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT) 346 MINIMUM STAIR WIDTH: 36" 3536 MNIMUM HEADROOM CLEARANCE: 6-8" (ABOVE NOSING) 72 `HANDRAIL NOTES; 60 ACTUAL CONSTRUCTION MUST COMPLY In LLJ W/ 8311.7.7 OF THE FLORIDA DUILDIN'G CODE, RESIDENTIAL. c� HANDRAILS SHALL NOT 5E LESS THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE 51 -AIR N051NG- i HANDRAILS SHALL DE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 11/2" CLEAR OF ALL ADJACENT FINISH JCNI MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE wow IN NEWEL POSTS OR SAFE TERMINALS. a� HANDRAILS SHALL BE 11/4"-2" IN CROSS SECTIONAL DIMENSION, OR .APPROVED EQUIVALENT, AND EDGES SHALL HAVE A MIN. RADIUS OF 0.01". HANDRAIL CONSTRUCTION SHALL 5E ADLE TO RESIST A LOAD OF 200 LD5 .APPLIED IN ANY DIRECTION AT �So ANY POINT ALONG THE T"OP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL I w BUILDING DEPARTMEN- APPROVAL REQUIREMENTS FOR o0 l THE PRODUCTS THEY PROVIDE OR INSTALL.�� \\� UI U 10'CLG.S�z OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR \ 10" RUN 10' CLG. o s AN ORNAMENTAL PATTERN SUCH THAT A cs� � o d 12' TMPRD 51 LITE 1 d 4" DIAMETER SPHERE CANNOT PASS THROUGH. 548° FR. DR. 548° FR. DR. < }�K/� �- THE GUARDRAIL CONSTRUCTION SHALL BE 1C N 4' 11":: r� 7. : ABLE TO RESIST .A LOAD OF 20 LBS m l 1 A / lG — — — PREPLUMB — — — — I� I �e bo n PER LINEAL FOOT APPI IED 13'-0" X 311-0° 10'-1" PL. HT. I _I z I HORIZONTALLY ALONG THE TOP RAIL. MI w ! 1(3i � I - 3°8° PORCH - N I 4" 5PHERE �,. GUARDRAILS SHALL NOT DE MAY NOr PASS LE55 THAN 36" IN HEIGHT. (HROUGH THE TRIANGULAR OPENING5 SPHERE 11-1 AT STAIR TREAD, RISER, & M MAY NOT PA55 51-21' BOTTOM SHALL DE SUCH THROUGH 5' THAT A 6" DIAMETER N SPHERE CANNOT PA55 THROUGH. I Nr[ SO. FTG. CA CULATIONS IST FLOOR LIVING 1560 2ND FLOOR LIVING 788 TOTAL LIVING 2548 GARAGE 496 PORCH 346 7. GAS STUB AT GARAGE PATIO -DOOR BALCONY 346 TOTAL COVERED 3536 GRILL PATIO 72 UTILITY YARD 60 VOLUME OF COMDITIONED SPACE 24,148 MECHANICAL EOUTMENT NOTES: FBC-8302.5.2: DUCTS IN GARAGE SHALL BE MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. FBC-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE 08 AIR HANDLER GROUND -MOUNTED MECHANICAL UNITS SHALL BE ANCHORED IN ACCORDANCE WITH FBG R, SECTION M1307.2. v LL U_ DINING 14'-6" X 11'-2" 10' CLG. LIVING K 00 M 18'-0" X 18'-0" 10' CLG. INEN -- -- ___ j �0 0 o MIRR CAB IROD & SH CNTR 10' CLG. R I I I I I w i I W If W I I i L21Ili( 1�WD12 O LND1�Y I�-J a W o ,�-I WC 10' CLG. z 10' CLG. �- n Fl S o )� I D n o z 7 w to > i z o cl�Cis w� GA5 cn 0.0:1 �N 908° OVFPHEAP DOOR 15t FLOOR PLAN 9'-0.. NOTE TO Ff�AMEf�: INSET ALL EXTEP\I01\ WALLS 1/2'' FF\OM EDGE OF FOUNDATION 0 7� UNIT`( DEeOP01 COMM V F'' 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S ITCHEN HEAD 1 ° z i STUB i= GARAGE, OWNERS BATH 5" LARGER o I Q 7. GAS STUB AT GARAGE PATIO -DOOR REVISIONS 11 \ / z - 288° PKT. _ _ _ x Y In LLJ / \ c� �'A i SOLID CORE OR 20 JCNI 0 wow ILL a� &o p Wz 0 1 �So (SELF CLOSING) w I w o0 l UI U 10'CLG.S�z 10" RUN 10' CLG. cs� � o d 12' TMPRD 51 LITE 1 d 548° FR. DR. 548° FR. DR. < }�K/� �- G 1C N 4' 11":: r� 7. : m l 1 A / lG — — — PREPLUMB — — — — I� I �e bo n 13'-0" X 311-0° 10'-1" PL. HT. I _I z I MI w ! 1(3i � I - 3°8° PORCH - N I WET BAR SINK �,. SVC. DR. Q4"F74- 51-21' 6'_,: 1 5' N 0.0:1 �N 908° OVFPHEAP DOOR 15t FLOOR PLAN 9'-0.. NOTE TO Ff�AMEf�: INSET ALL EXTEP\I01\ WALLS 1/2'' FF\OM EDGE OF FOUNDATION 0 7� UNIT`( DEeOP01 COMM V F'' 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S ITCHEN I U 1 FLUSH TO FOUNDATION 3. TANKLESS GAS WH 4. EX1_END HALL, LNDRY AND WIC 5'' INTO GARAGE, OWNERS BATH 5" LARGER 5. FREE STANDING TUB IN OWNERS BATH 6. PBEPLUMB LNDRY SINK 7. GAS STUB AT GARAGE PATIO -DOOR REVISIONS 11 \ / 1513/8" MIN. 12'-0" X 16'-10" 0< / \ � 10 CLG. �'A SOLID CORE OR 20 JCNI 0 1 U u, Q MINUTE FIRE RATED (SELF CLOSING) 7 7/16" RISE' o� II0,01 'SII 3° 314" L HT W/ (2) 10" RUN 12' TMPRD 51 LITE 1 548° FR. DR. 548° FR. DR. 4' 11":: r� 7. : 30'-11" I I ! 1(3i � I 3°8° PORCH I tzt �,. SVC. DR. Q4"F74- 28'-0" X 12'-0" I I N 3080 I Nr[ 10'-11/8" PL. HT. II J -1 4'- z' 5'-6" CONC. — — — GAS _ PATIO P NTRY 10X10 TYP. STUB 10' CLG. ---------- --------- -----------� FT 28'-0" FOYER =. H. 2 51 \Y CLG, o 0.0:1 �N 908° OVFPHEAP DOOR 15t FLOOR PLAN 9'-0.. NOTE TO Ff�AMEf�: INSET ALL EXTEP\I01\ WALLS 1/2'' FF\OM EDGE OF FOUNDATION 0 7� UNIT`( DEeOP01 COMM V F'' 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 1 FLUSH TO FOUNDATION 3. TANKLESS GAS WH 4. EX1_END HALL, LNDRY AND WIC 5'' INTO GARAGE, OWNERS BATH 5" LARGER 5. FREE STANDING TUB IN OWNERS BATH 6. PBEPLUMB LNDRY SINK 7. GAS STUB AT GARAGE PATIO 8. PREPLUMB WET BAR SINK REVISIONS 0< UP 19 R15ER5 u, Q 7 7/16" RISE' 3° 314" L HT W/ (2) 10" RUN 12' TMPRD 51 LITE 548° FR. DR. 548° FR. DR. 4' 11":: r� 7. : 30'-11" ! I PORCH I I �,. 28'-0" X 12'-0" I I N I 10'-11/8" PL. HT. II 4" P.T. POST WRAPPED TO 10X10 TYP. ---------- --------- -----------� FT 28'-0" 0.0:1 �N 908° OVFPHEAP DOOR 15t FLOOR PLAN 9'-0.. NOTE TO Ff�AMEf�: INSET ALL EXTEP\I01\ WALLS 1/2'' FF\OM EDGE OF FOUNDATION 0 7� UNIT`( DEeOP01 COMM V F'' ITF, R.IVERSIDE HOMES no Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www. myriversidehome. com Lot 142 Atlantic Beach Country Club Heaney Residence Floor Plans 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.27.2017 Scale 1/4" = 1'-0" of Plan Key Largo- Bl Written dimen5ion5 Shall have precedence over Scale dimen5ion5. ContraGtorS 5haii Verlfy and be re5pOn51bie �Or dlmen510n5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd -- ortheast Jae�soIlv;<lle, FL 32223 Florian �e5��, rn�. '�'L14.2fi0.�319 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. ALL EXTERIOR WALLS INSET 1/2" TO SET 055 FLUSH TO FOUNDATION 3. TANKLESS GAS WH 4. EX1_END HALL, LNDRY AND WIC 5'' INTO GARAGE, OWNERS BATH 5" LARGER 5. FREE STANDING TUB IN OWNERS BATH 6. PBEPLUMB LNDRY SINK 7. GAS STUB AT GARAGE PATIO 8. PREPLUMB WET BAR SINK REVISIONS ITF, R.IVERSIDE HOMES no Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www. myriversidehome. com Lot 142 Atlantic Beach Country Club Heaney Residence Floor Plans 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.27.2017 Scale 1/4" = 1'-0" of Plan Key Largo- Bl Written dimen5ion5 Shall have precedence over Scale dimen5ion5. ContraGtorS 5haii Verlfy and be re5pOn51bie �Or dlmen510n5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd -- ortheast Jae�soIlv;<lle, FL 32223 Florian �e5��, rn�. '�'L14.2fi0.�319 FASTEN SHINGLES PER FBC 8905.2.6 \ UNDERLAYMENT FASTENED PER FBG 8905.2:7 RADIANT BARRIER OSB ROOF SHEATHING Sp 2X4 ENG. ROOF TRUSS SEE CONNECTOR SCHEDULE 12 5 OR 7 6" GALV, EAVE DRIP 3/4" TIG 5U13FLOOR 2nd FLOOR FINISHED FLOOR PLATE HEIGHT OPEN WEB FLOOR JOISTS INSTALL �" GYPSUM BOARD PARALLEL TO FLOOR FRAMING MEMBER (1000 5Q. FT. MAX OPEN SPACE) TO PROVIDE DRAFTSTOPPING PER FBC 8302.12 FLOOR 1/2" DRYWALL CLG. (2) 2x6 TOP PLATE 1/2" DRYWALL 1/2"0 THREADED RODS PER ENGR'5 PKG. (2) 2x6 TOP PLATE 1/2" DRYWALL CEILING 1/2" DRYWALL 1/2".0 THREADED RODS PER ENGR'S PKG. 4" CONC. SLAB W/ FIBERME5H OR 6x6x10 W.W.M. ON 6 MIL. V15QUEEN OVER CLEAN, WELL COMPACTED TERMITE TREATED FILL kLL 1'-8" TYFICAL WALL SECTION SCALE: 1/2" =1'-0" TERMINATION OF STUCCO STUCCO TERMINATION PER ASTM C -926 A2.2.2. DRIP SCREED INSTALLED PER ASTM 1063-03 \TER RESISTANT BARRIER- -AYERS REQUIRED FASTEN LATH @ 7" OIC J" MIN. PENETRATION INTO FRAMING WFFP SCREED- SURFACE SHOULD NOT BE BLOCKED W1 FINISH MATERIAL FOR DRAINAGE PURPOSES 2X8 EXPOSED RAFTER T AILS CEMENT BOARD SIDING R-19 INSULATION _ VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATE5. 2x6 STUDS SPACED PER ENGINEERS PKG. 7/16" OSB WALL SHEATHING 2x6 BOTTOM PLATE BANDING 1/2" THREADED RODS SPACING PER ENGINEER'S PACKAGE 2x6 STUDS INSET 1/2" 3 COAT STUCCO FINISH PAPER BACK. WIRE LATHE RUN TO TOP OF PLATE. VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. R-19 INSULATION 7/16" 05E3 WALL SHEATHING 2x6 P.T. BOTTOM PLATE 8" CMU STEM WALL W/ ALL CELLS FILLED FOOTING PER ENGINEERED DRAWINGS PLATE NOTE: 1. EXTERIOR FENESTRATION PIECES SUCH AS FOAM BANDING ARE TO BE INSTALLED OVER THE SCRATCH/BROWN COAT OF STUCCO WITH A STRIP OF SELF -ADHERING FLASHING OR SELF-SEALING MEMBRANE 2. THE JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH SECTION 8613.81 OF THE FLORIDA BUILDING CODE, RESIDENTIAL lyS11<1 N 1/2" CEILING DRYWALL (2) 2x6 TOP PLATE 1/2" DRYWALL 4" COW. SLAB W/ FIBERMESH OR 6x6x10 W.W.M. ON 6 MIT_. VISQUEEN OVER CLEAN, WELL COMPACTED TERMITE FINISHED TREATED FILL FLOOR 2X4 ENGINEERED ROOFTBUSSES FASTEN SHINGLES PER FBG R905.2.E UNDERLAYMENT FASTENED PER FBC RADIANT 5ARRIER 053 ROOF SHEA SEE CONNECTOR SCHEDULE 12 15OR7 GALVANIZED EAVE DRIP �— 2X8 EXPOSED 1' 8" RAFTER TAILS R-19 INSULATION 2x6 STUDS INSET 1/2" 3 COAT STUCCO FINISH PAPER BACK WIRE LATHE RUN TO TOP OF FLAIL. VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. 2x6 P.T. BOTTOM PLATE 8" CMU STEM WALL W/ ALL CELLS FILLED DOTING PER ENGINEERED DRAWINGS TYFIC AL WALL SECTION SCALE:1/2" =1'-0" 50'-0" lC i GAS FANKLE55 H.B. + STUB GAS WH — — — — — — — — — — -----------------�-----r�------------------- ------ L 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR ----------------- ---� '1`•- L_, —J L� '_----------------- 2. TANKLESS GAS WH —_-w ------ _—_--------- ----- --------------------------- 5. PREPLUMB LNDRY SINK 6. GAS STUB AT GARAGE PATIO 7. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 8. PREPLUMB WET BAR SINK REVISIONS — — — — EE 5TANPV-r T( L 1 Li --- I i STEM WALT_ ( I I I I FOUNDATION Li I 22-3 ,B„ `p 4'-6" ( I 8'-7" IN 4" CONC. PROVIDE 6" 17L i i FOR 5 FR F—I 20, SLAB II I rr— - –�� ------ JL–------------------4–� I ---------- r---- --- li �NTRL F- --i i-------- ---------- f 2rr_� 3-8 ,v III r 3-0ii W i ill 1 1 II PREPLUMB f l i a N I I LNCRY SINK i U I �\ ,�ti I`�--I i i I GAS I I ! I L� JJ - HEAR I I I STUB3�, _ -4 2`1 2'-2" 3'-8"1 l 2'- j – -- – – �------- PREPLUMB (-- J SINK LLi -------- EXPANSION JOINT (TYP) I i 20'-84" L JJ Itr---I it y I � i l !L ---Lu 5.. STEM WALL I I I FOUNDATION I b I I 21'-10" 9'-2" i D/W I I ' 'i?_= iL?� GAS 1 STUB N4o I I I I SINK W/ I IL L'j �I DISP. Iv7.JJl1 L � a 1 1 1 I I i I 4" CONC. SLAB W/ FIBERMESH 08 ---J �✓�� L✓ ✓ J i - ✓ 4" CW. SLAB I 6x6x10 W.W.M. ON 6 MIL. VISQUEEN Z = OVER CLEAN, WELL COMPACTED FILL I i 6 �- ----------- 3°sil.L YYY J ---------F- I I ----- ----� I I I L 1 --� i REF. i ( li I Ic? 4' 0" 3'_6.; 2'_6, I � �o I I III I I I i i C45 r I �L------J STB II 4" COrJC. SLAB I it I j I 11 c I ► I---------------� I I _ I -------------- ) FLOOR I i I H.B. OUTLET = I i -I+ I J I I 1 I 1 9'-6" I i 1 L j — -- - -- r--------- 7 r----1----, n r r– – -------J I r — — I ( I I ( it II II II II 11 II II II II II II 11 II II II 11 II it II II II II II II II II II it II II II II I II II II II II 11 II II II II II I I 7�� II II II II II II II II II II II I II II II II tl II � (� II it II II II I ( ./" - I II II II II II II r.f) ? II II II II II I `I- I II II 11 II 11 II p II II II II II I It II II II II II wz II II II s �, I II II I II II it II II II � II II II II II ( II II II II II II w II II II II II II z II II II II II D II II II II II II u u n n n Gw II 11 11 a 11 � ii ii ii ii I II II it II II If s 11 II II 11 n II II II II II II II II II II II III II 11 II II II 11 II II II II I L-------- —--------------- --J I -------------------------------------- 26-0"------------------------------------- 28'-0" I, 3' 0" FOUNPA.TION LAYOUT NTF - FOUNDATION FLAN FOR CONCRETE E01�MING AND FLUM5ING LOCATION REFHI ENCS ONLY. PEEER TO ASSOCIATED ENGINEERING D1�AWINGS F01� FOOTEf� LOCATIONS AND DETAILS. 1v U 1 �J 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS PRIOR TO POURING CONCRETE 2. TANKLESS GAS WH 5. EXTEND HALL, LNDRY AND WIC 5" INTO GARAGE 4. FREE STANDING TUB IN OWNERS BATH 5. PREPLUMB LNDRY SINK 6. GAS STUB AT GARAGE PATIO 7. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 8. PREPLUMB WET BAR SINK REVISIONS RIVERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.niyfiversidehome.com Lot 142 Atlantic Beach Country Club Heaney Residence Foundation Layout 1657 Maritime Oak Drive Atlantic Beach, F1. 32233 Drawn By ARJ Sheet Date 11.27.2017 2 Scale 1/4" = 114" of Plan Key Largo- B1 7 Written dimen5015 Shall have precedence over scale dimerl5ione. Contractors Shall verify and be re5pon5ible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 Sara Jose Blvd 9 � � Suite 702 �� rt1,��t Jacksonville, FI.32223 rcncla L��S��, rn�. 904,260.3319 KOOE FLAN SCALE: 1'18, =1'-D" NOTE: 5f RAY FOAM INSULATION NO ROOF VENTING 12EQUXED COK 13E L PETAI L PLATE HEIGHT 20" OVERHANG DEC. CORBEL 36"h RAILING TYP. 41112.T. POST WRAPPED TO 1OX10 TYP. FINISHED FLOOR At PLATE HEIGHT STUCCO FINISH 4" P.T. POST WRAPPED TO 1OX10 TYP. FINISHED FLOOR CqQ +I GRADE. 20"OVERHANG F 12 7 (- DIMENSIONAL 12 FISERGLA55 SHINGLES (TYP) =1110—mi I 11ME (Tyr) _ – BUILDING HEIGHT PLATE HEIGHT CEMENT 50ARD SIDING TYP. — 6" TRIM TYP. E1\ONT ELEVf\TION STUCCO FINISH LEFT SIDE ELEVATION CEMENT 50ARD SIDING TYP. 2" SAND OVER 6" SAND (TYP) - 6" TRIM " P. STUCCO FINISH 6" SANDING (TYP) 36"h RAILING TYP PLATE HEIGHT DEC.CORSEL 4" P.T. POST WRAPPED TO 10X10 TYP. FINISHED FLOOR PLATE HEIGHT 4" P.T. POST WRAPPED TO 10X10 TYP. FINISHED FLOOR 0 CV GRADE +I FINISHED FLOOR PLATE HEIGHT 0 EXPOSED RAFTER TAILS 6" SANDING TYP. STUCCO FINISH o FINISHED FLOOR �j -H GRADE. , as 04 -wwa --. as P*.:IVEKArSIDE HOMES ■s ■■ Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.niytiversidehome.com Lot 142 Atlantic Beach Country Club Heaney Residence Roof Plan/ Elevations 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.27.2017 3 Scale 1/4" = 1'-0" of Plan Key Largo- B1 7 _j Written dimensions Shall have precedence over Scale dimensions. Contractors Shall verify and be re5pon5ible for dimen5ion5 and condi tions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 ortheast Jacksonville, FL 32223 loriaa Design, Inc. 904.260.3319 All claims for error or defective iU m nRInA Ppnnlle T eooRnvel rrnncc- RAITc1r must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. SHOP DRAWING REVIEW DISPOSITION ATTENTION: Review of shop drawings is only for conformance with the design concept of the project and does not relieve the contractor of responsibility for any deviation from the requirements of the shop drawings. Contractor shall determine and verify all field measurements. APPROVED ❑ RETURNED FOR CORRECTION ❑ APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION ❑ NOTAPPROVED r ❑ SEE TRANSMI AL LEITER /-r��/ ff COMMENTS By DATE 17 jff HULSBERG ENGINEERING, INC. FL CERT. 258461 11481 ST AUGUSTINE RD. # 202 JACKSONVILLE, FL32258 J07 J09 C04 +---- Rotate Attic Access o D04 o D03 b i (V � D02 t E06 0 E05 = E04 b fV E03 a (V E02 5 A �0 J07 J09 Z tT� _ o b uze CT. J10 Hru2e J07 r,1 J08 J08 b J07 " J07 27' 11" 3- 2nd Floor Wall Height Hatch Legend Truss Connector Total List 7�A/C CHASE Manuf Product Qty n 9' 1-1/8" PLATE HEIGHT HTU26 3 10'1-1/8" PLATE HEIGHT TES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f Top Chord Dead Load 7.00 10.00 p.s.f Bottom Chord Live Load 0.00 0.00 p,s.f Bottom Chord Dead Load 10.00 5.00 p.s.f Total Load 37 55 p.s.f Duration Factor 1.25 1.00 Building Code FBC 2017 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure B Building Type Closed NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the builder an approved truss layout prior to fabricator. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0). Accordingly, it disclaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses manufactured by Manning Building Supplies. Warning: Conventional framing, erection and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer. Parsons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. See "Bracing wood trusses commentary and recommendations (SCSI 1-03) for further information. Trusses shall be installed in a straight and plumb positron. Where no sheathing is applied directly to the top and/or bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. Approved truss anchor by builder. 2x4 minimum top and bottom chords. Square cut overhangs. 12 1 58,7 —y 815116" 19 112" 5-112" OTHERS SRO. Unless noted otherwise. Engineer of Record: Floyd S. Simpson - FL PE #50791 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 ManningBuildin-q Supplies, INC. 11155 Philips Parkway Dr. r res) Jacksonville, FL 32258 Phone: (904)268-822" Fax: (904) 260-2981 1 J4 AIS.., Riverside Homes To-Va r --- Heaney Res (Key Largo B1) ro-08 k/Subdiv 142 / / Atlantic Beach Country Club yawn Sy Job Numbe N.T.S. 1/2/2018 1 JK I J170748 N a 5ED #5 9' CLC. 30.,r ° ICC N Art I Q fi yoePN9IC WIC so,BATH #2 w ��oa9C>C. 9'CLc. IQ 9 G. •L�' 4 lir L 0 t �z�ERs 71/16"RISE - '°�yj(Ib LOFT 9'LLG 13ALCONY 28 D M4 4",T P05T WRAPPED rO IOx —F SO h RILING goefel GXlO D #2 134 XC� 9'CLG. �ll'y 'Duct Sized per ASHRAE Standards „ Friction Los , (Jh Static = Total CFMs = Duct Sizes shown in Area X Length TEL= �17e C = CFM on Drawing 9-c�. OPEN TO �X^3ELOW 2-26-5 5` S:LLO AFF 9C 21!" 3O -Ir 2nd FL00FrLM GENERAL 5TAIR DETAIL 5CAE N-5. �roaR -ERI;u. kw�;�.ICT�w�u,s:ww:wc. cax �x ,v+�N,-e,�uwaFrxnr� sa;,awevosl�, i1Lar:ERi u>neu�X��REs �. �,M. �_.-^jo.E,e rare msrz.G. ^' ar nN�Ra nre ;iRN RunarE e95 troan'. JIxEIWa,«nPracV<�EauN/�cn'.nw=WEs R,aluGaF°."` �.Er.,Rcsle,.n^ocPz�ole_.�P.IEOI.,M+oRECT'.a.,- a�h.TG JEPMLbft�..P^PPewn. REe'.REeE1.T5 eR Kt Et PR�UCS R£v vROnoE O.tltS'uL tk\\\ _ _ sa ate\ 3r x iK G'':nRRVL CpS"R.C1M 5ru1 ��. n.awcr zo_as �.a�E.x.ne Hr.ss NEiER� a �o 11 JOCYd1 ¢ DESK 768 TOTAL LIVING ® 9L'.G. 496 PORCH 346 2-2 95H 346 50-07-0'AFF 30.,r ° ICC N Art I Q fi yoePN9IC WIC so,BATH #2 w ��oa9C>C. 9'CLc. IQ 9 G. •L�' 4 lir L 0 t �z�ERs 71/16"RISE - '°�yj(Ib LOFT 9'LLG 13ALCONY 28 D M4 4",T P05T WRAPPED rO IOx —F SO h RILING goefel GXlO D #2 134 XC� 9'CLG. �ll'y 'Duct Sized per ASHRAE Standards „ Friction Los , (Jh Static = Total CFMs = Duct Sizes shown in Area X Length TEL= �17e C = CFM on Drawing 9-c�. OPEN TO �X^3ELOW 2-26-5 5` S:LLO AFF 9C 21!" 3O -Ir 2nd FL00FrLM GENERAL 5TAIR DETAIL 5CAE N-5. �roaR -ERI;u. kw�;�.ICT�w�u,s:ww:wc. cax �x ,v+�N,-e,�uwaFrxnr� sa;,awevosl�, i1Lar:ERi u>neu�X��REs �. �,M. �_.-^jo.E,e rare msrz.G. ^' ar nN�Ra nre ;iRN RunarE e95 troan'. JIxEIWa,«nPracV<�EauN/�cn'.nw=WEs R,aluGaF°."` �.Er.,Rcsle,.n^ocPz�ole_.�P.IEOI.,M+oRECT'.a.,- a�h.TG JEPMLbft�..P^PPewn. REe'.REeE1.T5 eR Kt Et PR�UCS R£v vROnoE O.tltS'uL tk\\\ _ _ sa ate\ 3r x iK G'':nRRVL CpS"R.C1M 5ru1 ��. n.awcr zo_as �.a�E.x.ne Hr.ss NEiER� a �o 15T F'-OOR _:`/:1'G 1560 F 768 TOTAL LIVING -0. FTG. CALCULATIONS 15T F'-OOR _:`/:1'G 1560 2ND F'_OOR LIVING 768 TOTAL LIVING 2348 GARAGE 496 PORCH 346 BALCONY 346 TOTAL COVERED 3536 GRIL'_ PATIO 72 UTILITY YARD 60 VOLUME OF GOMDITIONED SPACE 24.148 MECHANICAL EQUIPMENT NOTES: F15C-R302.5.2: DUCTS IN GARAGE SHALL BE MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. FBC-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER GROUND -MOUNTED MECHANICAL UNITS SHALL 3E ANCHORED IN ACCORDANCE WITH F5C-R, SECTION M1307.2. 15t FLOOR FLAN NOTE TO FRAMER: INSET ALL EXTERIOR WALLS 1/2'' FROM EDGE OF FOUNDATION gn I � ■ I I 1 4'd b A OR N151 ED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENIN65 PRIOR TO FRAMING 2. ALL EXTERIOR WALLS INSET 112" TO SET 055 FLUSH TO FOUNDATION 21 21' '-9 GAS 2"2 FIXED 2'Z' 'ED STJ5 TAN:LE55 SILL Ef6-0AFF .%' aFF H_3. GAS WH ^� LOMP. 9-5 7 2 -:A=E GARAGE, OWNERS BATH5"LARGER 5. FREE STANDING TUB IN OWNERS BATH R'JD851 6. PREPLUMB LNDRY SINK 7. GAS STUB AT GARAGE PATIO 8. PREPLUMB WET BAR SINK A OWNERS(RJ O Q I . ATH s y� WIC d d 2 Zap Irl;✓- I E� I OWNE1S -- --- --J '?E N 8"i SUITE ohLRR LAB RDD&SH r 71 ®LI G we w r,RY GAS Z a+ g q lJ PKT. ST'J -- I F u1 qa NXzo � og GARAGE c a 4 cF?i- PREPLUM3 B N Goin 5 V-15 FLIT. wFT miw 5. DINING c DLOR 151 fie' = f 7-6'X11.2• U" L'.G. � 12',7'X G- d �n TO SOLID COR_c 20 ATE MINUTE FIRE RATED � N , � g (SELF CLOSIfKi) 0 3°e" 9W OVERHEAD DOOR - 5;a gOGfr REF. a LIVING ROOMU PNTRY LLQ. sTuS 551 11�QIN FOYER w 5 I C f� zso�. oa _ - I UP 19 RISERS JJr6"RISE ��- - I 8° ;J4'L. TW/(2) G'RUN '2 _v 4' 5, LIES ® - 5`e°FR. DR. 5`P -'=R. DR 90-11 I PORCH I I I r 1 II II I I WRn lox I I I I I ----- —--------- 9-1- 9'-0' 284' ----------� 9= . 2 -It 15t FLOOR FLAN NOTE TO FRAMER: INSET ALL EXTERIOR WALLS 1/2'' FROM EDGE OF FOUNDATION I I � ■ I I 1 4'd b A e'a N151 ED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENIN65 PRIOR 15t FLOOR FLAN NOTE TO FRAMER: INSET ALL EXTERIOR WALLS 1/2'' FROM EDGE OF FOUNDATION RIVERSIDE HOMES Build With• Confidence 12276 San lose Blvd, Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.myriversidehonu, com Lot 142 Atlantic Beach Country Club Heaney Residence Floor Plans 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.27.2017 1 Scale 1/4" = 1'-0" Plan Key Largo- Bl of �7 W�ittc� di�riersicnz zhall hive precearnce over zcale dimenewn, cortracwrs shall verify and be —P,—b[-Sr d'rnensons arc cordlticns of the job. DESIGN BY: MICHAEL STAUFFER. ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-071-2552 DRAFTING BY. 12627 San Jose Blvd Suite 702 Jacksonville, FL 32223 904.260.3319 NOTES ■ I 5 AND WINDOWS ARE APPROXIMATE N151 ED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENIN65 PRIOR TO FRAMING 2. ALL EXTERIOR WALLS INSET 112" TO SET 055 FLUSH TO FOUNDATION 3. TANKLE55 GAS WH 4. EXTEND HALL, LNDRY AND WIC 5" INTO GARAGE, OWNERS BATH5"LARGER 5. FREE STANDING TUB IN OWNERS BATH 6. PREPLUMB LNDRY SINK 7. GAS STUB AT GARAGE PATIO 8. PREPLUMB WET BAR SINK RIVERSIDE HOMES Build With• Confidence 12276 San lose Blvd, Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.myriversidehonu, com Lot 142 Atlantic Beach Country Club Heaney Residence Floor Plans 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.27.2017 1 Scale 1/4" = 1'-0" Plan Key Largo- Bl of �7 W�ittc� di�riersicnz zhall hive precearnce over zcale dimenewn, cortracwrs shall verify and be —P,—b[-Sr d'rnensons arc cordlticns of the job. DESIGN BY: MICHAEL STAUFFER. ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-071-2552 DRAFTING BY. 12627 San Jose Blvd Suite 702 Jacksonville, FL 32223 904.260.3319 6 70-11" 2nd FLOOR 11L�1N GENF_RAL 'T All,,--,' DETAIL SCALE: N.T.S. 'STAIR NOTES: ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR VARIANCES IN CONSTRUCTION MATERIAL. ACTUAL CONSTRUCTION MUST COMPLY W/ 8311.7 OF THE FLORIDA 13UILPING CODE, RESIDENTIAL. MAXIMUM RISER HEIGHT: 7-3/4" MIMMUM TREAP DEPTH: 10" (NOT INCLUDING NOSING) MAXIMUM RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT) MINIMUM 5TAIR WIDTH: 36" MINIMUM HEADROOM CLEARANCE: 6-8" (A80VE N051NG) 'HANDRAIL NOTES: ACTUAL CONSTRUCTION MUST COMPLY W/ R311.7.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL. HANDRAILS SHALL NOT BE LESS THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 11/2" CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE W NEWEL P05TS OR SAFE TERMINALS. HANDRAILS SHALL BE 11/4'-2" IN CROSS SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, ANP EDGES SHALL HAVE A MIN. RADIUS OF 0.01". HANDRAIL CONSTRUCTION SHALL 8E ABLE TO RESIST A LOAD OF 200 LBS .APPLIED IN ANY PIREC- ION AT ANY POINT ALONG THE TOP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR THE PRODUCTS THEY PROVIDE OR INSTALL. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR �-p AN ORNAMENTAL PATTERN SUCH THAT A 4" DIAMETER SPHERE CANNOT PA55 THROUGH. ?HE GUARDRAIL CONSTRUCTION SHALL BE ABLE TO RE515T A LOAD OF 20 L35 PER LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL. CALCUL/ATIONS IST FLOOR LIVING 1560 2ND FLOOR LIVING 788 TOTAL LIVING o iY 496 PORCH 346 7. GAS STUB AT GARAGE PATIO 8. PREPLUMB WET BAR SINK BALCONY 4"SPHERE � 3536 GUARDRAILS SHALL NOT BE 72 UTILITY YARD 60 VOLUME OF COMDITIONED SPACE 24,148 MAY NGT PA55 LESS THAN 36" 1N HEIGHT. THROUGH THE TRIANGULAR OPENINGS 6" SPHERE AT STAIR TREAD. R15ER, & MAY NOT PASS BOTTOM SHALL BE SUCH THROUGI- THAT A 6" DIAMETEP SPHERE CANNOT PA55 THROUGH, 50. FTG. CALCUL/ATIONS IST FLOOR LIVING 1560 2ND FLOOR LIVING 788 TOTAL LIVING 2348 GARAGE 496 PORCH 346 7. GAS STUB AT GARAGE PATIO 8. PREPLUMB WET BAR SINK BALCONY 346 TOTAL COVERED 3536 GRILL PATIO 72 UTILITY YARD 60 VOLUME OF COMDITIONED SPACE 24,148 MCHANICALQUIMENT NOTES: F13C-8302.5.2: DUCTS IN GARAGE SHALL- BE MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. FBC-R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER GROUND -MOUNTED MECHANICAL UNITS SHALL BE ANCHORED IN ACCORDANCE WI rH FBC-R, SECTION M1307.2. 30'-11" II I I I I I 7" FOFCH I, � I I jN N I I 28'-0" X 12'-0" I I c 10'-11/8" PL, HT. I I II II 4" P.T. POST I I I WRAPPED TO ( I 10X10 TYP. — --------- — — — — — — — — — — FT — — — — — — — — — — 28'-0" roll 6 6 6'-0" PIN C41 A/C COMP. G/,�f�/ GE. 13'-0" X 31'-0" 101 J" PL. HT. 13'-0" 9080 OVERHEAD DOOR 19'-0" 1st FLOOR PLAN g'-0,1 NOTE TO Ff�AME1�: INSET ALL EXTEP10f� WALLS 1/2'' FKOM DG 0 FOUNDATION 2.5j K,. 0 UNIT`( DE &OP01 COMM A99ROV E INUIEN 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. ALL EXTERIOR WALLS INSET 1/2" TO SET OSB 49 -11" 3. TANKLESS GAS WH 4. EXTEND HALL, LNDRY AND WIC 5" INTO GARAGE, OWNERS BATH 5" LARGER 5. FREE STANDING TUB IN OWNERS BATH 6. PREPLUMB LNDRY SINK 7. GAS STUB AT GARAGE PATIO 8. PREPLUMB WET BAR SINK REVISIONS 12'-3" g� GAS 3°56 5H 2020 FIXED 2020 FIXED STUD TANKLE55 J SILL @ 2' 6" AFF SILL Ca 6'-0" AFF SILL 9 6'-0" AFF H'D' GAS WH LL 0R.0 ROD & 51-1 CD LU OW NF_K 5 HN FREE SrANDiNGTUR E3A i H �° WE J o n 10' CLG. 4'_5 1' 10' CLG. � /� � � I OV DD S I ��9 K� V I INEN -- ----- — `��0 0 0 M1RR CAD N ROD & 5HSU IT o CNTR 14'-6" X 16-6" 10' CLG. 10' CLG. fY I� I wM o WC 10' CLG. i 0 z 10' CLG. n C, I D U r' a < CS � Q, j GAS j o LU�" HEAD O s J 288° PKT. STUD I X NCG -w W OL cn cp c3o 9 o4) wz o I o X 80 w U m I v 10'CLG. LU oz 10' CLG. cs) w a < � m [� p PREFLUM130 WET DAR SINK I `, - Gc� 5'-2" 6'- N _ = DINING- 17 KITCHE N1 U - 14' 6" X 11`-2" I I \ / 12'-0" X 16'-10" I �A DOOR 15 13/8" MIN. fr �fl 10 CLG. m I / \ 0 10` CLG. BTU SOLID CORY OR 20 MINUTE FIRE RATED N J i < a `z o Q (SELF CLOSING) & sL � o 0 : 1 (S' ��> �K,-Y Iv La iLL I I = I O LD _ _ r-t-� c)ix > I 3080 i SIG \, t) r SVC. DR. r;N 4 RIF Ll' ING TGAS' a KrATIO o loom, „> PNTRY STUD 10' CLG. 18'-0" X 16-0" 5 5H 10' CLG. FOYE1� H. E3. 2 STORY CLG. c .. I I _ cn Q (f) UP 19 RISERS X 4 7 7/16" RISE% 1,412'TMPRI)SI /4"L HT W/ (2) 10"RUNo LITES N'J 548° FR. DR. 5480 FR. Dp. 30'-11" II I I I I I 7" FOFCH I, � I I jN N I I 28'-0" X 12'-0" I I c 10'-11/8" PL, HT. I I II II 4" P.T. POST I I I WRAPPED TO ( I 10X10 TYP. — --------- — — — — — — — — — — FT — — — — — — — — — — 28'-0" roll 6 6 6'-0" PIN C41 A/C COMP. G/,�f�/ GE. 13'-0" X 31'-0" 101 J" PL. HT. 13'-0" 9080 OVERHEAD DOOR 19'-0" 1st FLOOR PLAN g'-0,1 NOTE TO Ff�AME1�: INSET ALL EXTEP10f� WALLS 1/2'' FKOM DG 0 FOUNDATION 2.5j K,. 0 UNIT`( DE &OP01 COMM A99ROV E INUIEN 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. ALL EXTERIOR WALLS INSET 1/2" TO SET OSB FLUSH TO FOUNDATION 3. TANKLESS GAS WH 4. EXTEND HALL, LNDRY AND WIC 5" INTO GARAGE, OWNERS BATH 5" LARGER 5. FREE STANDING TUB IN OWNERS BATH 6. PREPLUMB LNDRY SINK 7. GAS STUB AT GARAGE PATIO 8. PREPLUMB WET BAR SINK REVISIONS P IVER.SIDE HOMES N Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mynversidehome.com Lot 142 Atlantic Beach Country Club Heaney Residence Floor Flans 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.27.2017 Scale 1/411 = 1'-0" of Plan Key Largo- B1 Written dimen5ion5 5ha11 have precedence over Scale dil nen5ion5. Contractors Shall verify and be re5pon5ib1e for dirncn5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 Al BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 Northeast Jacksonville, FL 32223 Florida Design, Inc. 904.260.33119 A 3/4" T/G SU13FLOOR 2nd FLOOR FINISHED FLOOR PLATE HEIGHT FASTEN SHINGLES PER FDC ?905.2.6 UNDERLAYMENT FASTENED PER FDC 8905.2.7 RADIANT BARRIER 0513 ROOF SHEATHING S i 1/2" DRYWALL CLG. (2) 2x6 TOP PLATE 1/2" DRYWALL 1/2"0 THREADED RODS PER ENGR'S PKG. 1/2" DRYWALL 1/2"0 THREADED RODS PER ENGR'S PKG. 4" CONC. SLAB W/ FI13ERMESH OR 6x6x10 W.W.M. ON 6 MIL. VISQUEEN OVER CLEAN, WELL COMPACTED TERMITE TREATED FILL 1��71j'd JI` T 2X4 ENG. ROOF TRUSS 1� SEE CONNECTOR SCHEDULE \� 15 OR 7 TYFY/C L WALL SECTION SCALE: 1/2" =1'-0" TERMIMTION OF STUCCO STUCCO TERMINATION PER ASTM C -926 A2.2.2. DRIP SCREED INSTALLED PER AST M 1065-05 \TER RESISTANT 3ARRIER -AYERS REQUIRED FASTEN LATH @ 7" 0/C �' MIN. PENETRATION INTO FRAMING WEEP SCREED- SURFACE SHOULD NOT 3E BLOCKED W/ FINISH MATERIAL FOR DRAINAGE PURPOSES 6" GALV. EAVE DRIP 2X8 EXPOSED RAFTER TAILS CEMENT BOARD SIDING R-19 INSULATION _VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. 2x6 STUDS SPACED PER ENGINEERS PKG. 7/16" 055 WALL SHEATHING 2x6 BOTTOM PLATE 13ANPING 1/2" THREADED ROD5 5PACING PER ENGINEER'S PACKAGE 2x6 STUDS INSET 1/2" 3 COAT STUCCO FINISH PAPER BACK WIRE LATHE RUN TO TOP OF PLATE. VAPOR DARRIER. SEALED AT TOP & BOTTOM PLATES. R-19 INSULATION 7/16" OSB WALL SHEATHING 2x6 P.T. BOTTOM PLATE 8" CMU STEM WALL W/ ALL CELLS FILLED FOOTING PER ENGINEERED DRAWINGS DE N PLATE NOTE: 1. EXTERIOR FENESTRATION PIECES SUCH AS FOAM BANDING ARE TO BE INSTALLED OVER THE SCRATCH/DROWN COAT OF STUCCO WITH A STRIP OF SELF -ADHERING FLASHING OR SELF-SEALING MEMBRANE 2. THE JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH SECTION 8613.8.1 OF THE FLORIDA. BUILDING CODE, RESIDENTIAL 1/2" CEILING DRYWALL (2) 2x6 TOP PLATE 1/2" DRYWALL. 4" CONC. SLAB W1 FIBERMESH OR 6x6x10 W.W.M. ON 6 MIL. VISQUEEN OVER CLEAN, WELL COMPACTED TERMITE FINISHED TREATED FILL FLOOR _ - 2X4 ENGINEERED ROOFTRUSSES FASTEN SHINGLES PER FBC 8905.2.6 UNDERLAYMENT FASTENED PER FBG F RADIANT BARRIER 053 ROOF SHEATHING —FEE CONNECTOR SCHEDULE 12 15087 GALVANIZED EAVE DRIP `— 2X8 EXPOSED 1' 8" RAFTER TAILS R-19 INSULATION 2x6 STUDS INSET 1/2" 3 COAT STUCCO FINISH PAPER SACK WIRE LATHE RUN TO TOP OF PLATE. VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. 2x6 P.T. BOTTOM PLATE 8" CMU STEM WALL W/ ALL CELLS FILLED FOOTING PER ENGINEERED DRAWINGS TYFICAL_ WI ALL SECTION SCALE: 1/2" =1'-0" c c 50'-0" 18'-7" 5�11 21'-2" I GAS TANKLESS H.D. STUB GAS WH / F- — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 — — — — — — - (2) 2x6 _ OPEN WED FLOOR JOISTS TOP PLATE INSTALL �' GYPSUM BOARD L-------- — — — — — — — PARALLEL TO FLOOR -------------------------------- FRAMING MEMBER (1000 1/2" DRYWALL SQ, FT. MAX OPEN SPACE) CEILING TO PROVIDE 8. PREPLUMP WET PAR SINK DRAFT STOPPING PER FDG 8302.12 1/2" DRYWALL 1/2"0 THREADED RODS PER ENGR'S PKG. 4" CONC. SLAB W/ FI13ERMESH OR 6x6x10 W.W.M. ON 6 MIL. VISQUEEN OVER CLEAN, WELL COMPACTED TERMITE TREATED FILL 1��71j'd JI` T 2X4 ENG. ROOF TRUSS 1� SEE CONNECTOR SCHEDULE \� 15 OR 7 TYFY/C L WALL SECTION SCALE: 1/2" =1'-0" TERMIMTION OF STUCCO STUCCO TERMINATION PER ASTM C -926 A2.2.2. DRIP SCREED INSTALLED PER AST M 1065-05 \TER RESISTANT 3ARRIER -AYERS REQUIRED FASTEN LATH @ 7" 0/C �' MIN. PENETRATION INTO FRAMING WEEP SCREED- SURFACE SHOULD NOT 3E BLOCKED W/ FINISH MATERIAL FOR DRAINAGE PURPOSES 6" GALV. EAVE DRIP 2X8 EXPOSED RAFTER TAILS CEMENT BOARD SIDING R-19 INSULATION _VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. 2x6 STUDS SPACED PER ENGINEERS PKG. 7/16" 055 WALL SHEATHING 2x6 BOTTOM PLATE 13ANPING 1/2" THREADED ROD5 5PACING PER ENGINEER'S PACKAGE 2x6 STUDS INSET 1/2" 3 COAT STUCCO FINISH PAPER BACK WIRE LATHE RUN TO TOP OF PLATE. VAPOR DARRIER. SEALED AT TOP & BOTTOM PLATES. R-19 INSULATION 7/16" OSB WALL SHEATHING 2x6 P.T. BOTTOM PLATE 8" CMU STEM WALL W/ ALL CELLS FILLED FOOTING PER ENGINEERED DRAWINGS DE N PLATE NOTE: 1. EXTERIOR FENESTRATION PIECES SUCH AS FOAM BANDING ARE TO BE INSTALLED OVER THE SCRATCH/DROWN COAT OF STUCCO WITH A STRIP OF SELF -ADHERING FLASHING OR SELF-SEALING MEMBRANE 2. THE JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH SECTION 8613.8.1 OF THE FLORIDA. BUILDING CODE, RESIDENTIAL 1/2" CEILING DRYWALL (2) 2x6 TOP PLATE 1/2" DRYWALL. 4" CONC. SLAB W1 FIBERMESH OR 6x6x10 W.W.M. ON 6 MIL. VISQUEEN OVER CLEAN, WELL COMPACTED TERMITE FINISHED TREATED FILL FLOOR _ - 2X4 ENGINEERED ROOFTRUSSES FASTEN SHINGLES PER FBC 8905.2.6 UNDERLAYMENT FASTENED PER FBG F RADIANT BARRIER 053 ROOF SHEATHING —FEE CONNECTOR SCHEDULE 12 15087 GALVANIZED EAVE DRIP `— 2X8 EXPOSED 1' 8" RAFTER TAILS R-19 INSULATION 2x6 STUDS INSET 1/2" 3 COAT STUCCO FINISH PAPER SACK WIRE LATHE RUN TO TOP OF PLATE. VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. 2x6 P.T. BOTTOM PLATE 8" CMU STEM WALL W/ ALL CELLS FILLED FOOTING PER ENGINEERED DRAWINGS TYFICAL_ WI ALL SECTION SCALE: 1/2" =1'-0" c c 50'-0" 18'-7" 5�11 21'-2" I GAS TANKLESS H.D. STUB GAS WH / F- — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 — — — — — — - 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR I— — — — — ---------------------- 'tat L —J L.J PRIOR TO POURING CONCRETE L-------- — — — — — — — — — -------------------- -------------------------------- 4. FREE STANDING TUB IN OWNERS BATH 5. PREPLUM13 LNDRY SINK 6. GAS STUB AT GARAGE PATIO 7. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 8. PREPLUMP WET PAR SINK REVISIONS J I j l I EE STANDING 11, STEM WALL I o I FOUNDATION I u �� 22'-3g o I I I PROVIDE 6" I� � II I N FOR 5H0 ER I I L ?0° 4 CONC. SLAB �-------- -1L-------------------�-� I l I' CNTRL II_ -- i i-------- ------___- i I-1- A' if � I I r' rr–� ii VJ i ili I I I I >� P I II 4 I Q REPLUMB i a 'n ?� `� i i LNDRY SINK u�l it GAS 0 I I I L I STUB IIII / // HEAR, � I I R LF '---- _ di - Z–r�----- l i I m –------------------------------ – r I –ll PKEPLUM3 I — — — — — J I i I r --- --J `– a II Oil SINK 1-I:i C---- – --- EXPANSION JOINT (TYP) I I 20 I j I STEM WALL I I i FOUNDATION p I I I GAS I I I STUB SINK W/ iLC I i I LT I I `' lI DISP. I La_ftl I \_ I I 4" CONC. SLAB W/ F113ERMESH OR I I SLAB I I 6x6x10 W.W.M. ON 6 MIL VISQUEEN I I s LU:f OVER CLEAN, WELL COMPACTED FILL — — — — — — — — — — 3°SILL _ J -------- { I----- I ----- I I I L F — — — — � — — I r-- 1 i l REF. I 3'-6" 9'-0" 2'-6" I r I I Iii I G+S l I H`�9 4" CONC. SLAB � I I I li r I i 11-0 it IL --------------� I I I FLOOR OUTLETI I i -I+H.B. � I I � I I J <� v - ----------- r ---J ---� n n r- - -------J I I I I ( I I I �i ii n u n u ii n u ii u I I II II it 11 II II II II II II II II II II II II II II II II II II 7.. I 1 I II II II II it II I W I II II II II II II U Z II II II II II I II II II II II II (� II II 11 II II I I W II II II II II II o z II II II II II I W II II II II II I G II II II II II I II II II II II II O `z II it II II II I II II II II II II Lii II II II II II I I II II II II II II $ II II II II II II ii II II II II II II II II II I I I L-------------------------------- ---------------------------- I I i I I I I 501-01, FOUNPATION LAYOUT NOTE: FOUNDATION FLAN FOR CONCRETE FORMING AND FLUM51NG LOCATION REFERENCE ONLY. REFER TO ASSOCIATED ENGINEERING DRAWINGS FOR FOOTER LOCATIONS AND DETAILS. Wes RIVERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.tttytiversidehome.com Lot 142 Atlantic Beach Country Club Heaney Residence Foundation Layout 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By AR J Sheet Date 11.27.2017 Scale 1/4" = 1'-0" 2 Plan of Key Largo- B1 7 _J Written dimen5ion5 Shall have precedence over Seale dimensions. Contractors Shall verify and be re5pon5ible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Sure 702 �rthe�t Jacl;sonvalle, �'L 32223 >~loria� nese, tn�. 904.260.3319 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS PRIOR TO POURING CONCRETE 2. TANKLESS GAS WH 3. EXTEND HALL, LNDRY AND WIC 5" INTO GARAGE 4. FREE STANDING TUB IN OWNERS BATH 5. PREPLUM13 LNDRY SINK 6. GAS STUB AT GARAGE PATIO 7. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 8. PREPLUMP WET PAR SINK REVISIONS Wes RIVERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.tttytiversidehome.com Lot 142 Atlantic Beach Country Club Heaney Residence Foundation Layout 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By AR J Sheet Date 11.27.2017 Scale 1/4" = 1'-0" 2 Plan of Key Largo- B1 7 _J Written dimen5ion5 Shall have precedence over Seale dimensions. Contractors Shall verify and be re5pon5ible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Sure 702 �rthe�t Jacl;sonvalle, �'L 32223 >~loria� nese, tn�. 904.260.3319 ROOF FIM 5CALE: Ila" =TD" NOTE: Sf 12AY FOAM INSULATION N01200F VENTING 1ZEQUIIZED QQ (9 C01�5EL OTAIL EXPOSED RAFTER TAILS STUCCO FINISH L' DIMENSIONAL FIBERGLASS i SHINGLES (TYP) PLATE HEIGHT _ 20" OVERHAf IG DEG COR EL I 36"h RAILING T 4" P.T. PC WRAPPED 1OX10 T FINISHED FLOOR PLATE HEIGHT STUCCO FINISH 4" P.T. POST WRAPPED TO 10X10 TYP. FINISHED FLOOR 4 N GRADE 7 DIMENSIONAL FIDERGLASS SHINGLES (TYP) BUILDING HEIGHT PLATE HEIGHT CEMENT BOARD — SIDING TYP. — 6" TRIM TYP. 12 — _ — FINISHED FLOOR — PLATE HEIGHT F1\ONT ELEVATION 20"OVERHANG GEMENT DOARD SIDING TYP. 2" DAND OVER 6" DAND (TYP) 6" TRIM T"P. 36"h RAILING TYP LEFT SIDE FIEV TION — _ PLATE- HEIGHT DEC. CORBEL 4" P.T. POST WRAPPED TO 10X10 TYP. — _ FIN15HFD FLOOR _ I PLATE HEIGHT 4" P.T. POST WRAPPED TO 10X10 TYP. FINISHED FLOOR 0 GRADE N � H as: R IVERSIDE—A---- an � HOMES Build With Confidence 12276 San. Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www. myriversidehome. com Lot 142 Atlantic Beach Country Club Heaney Residence Roof Plan/ Elevations 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.27.2017 3 Scale 1/4" = 1'-0" of Plan Key Largo- Bl 7--J Written dimen5ion5 5ha11 have precedence over Scale dimen5iori5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 orthea-77Jacksonville, FL 32223 'Ptoriaa Design, I.C. 904.260.3319 EXPOSED RAFTER TAILS STUCCO FINISH 12 DIMENSIONAL i 7 FIBERGLASS III I I I I III ! I III SHINGLES (TVP) 12 7� PLATE HEIGHT DEC. CORBEL 4" P.T. POST WRAPPED TO 10X10 TVP. FINISHED FLOOR PLATE HEIGHT 4" P.T. POST WRAPPED TO ICNSiCili 7 FINI5HEP FLOOR _ GRADE f�EA1\ ELEVATION DIMENSIONAL FIBER GLASS SHINGLES (TYP) 36"h RAILING TYP. CEMENT BOARD SIDING TVP. 6" TRIM TYP. 2" BAND OVER 6" BAND (TYP) STUCCO FINISH 12 7 PLATE HEIGHT CEMENT BOARD SIDING TYP. 6" TRIM TYP. FINISHED FLOOR PLATE HEIGHT 20" OVERHANG 7M 0 6" BANDING (TY") FINISHED FLOOR 0 ci GRAPE + EXPOSED RAFTER TAILS RIGHT SIDE ELEVATION ATTIC VENTILATION AREA CALCULATIONS lExcerpt of the 2014 Building Code, Residential R806.1 Ventilation required. Enclosed attics and enclosed rafter Space formed where ceilings are applied directly to the underside of roof rafters shall have cross Ventilation for each separate space by ventilating openings Protected against the entrance of rain or inow. Ventilation openings shall have a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 m) maximum. Ventilation openings having a least dimension larger than 1/4 inch (6.4 mm) shag be provided with corrosion -resistant wire cloth screening, hardware cloth, or similar materI with openings having a least dimension of 1116 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximu . Openings in roof framing members shall conform to the requirements of Section R802.1.8. FCO,L&Cd ventilation openings shall open directly to the outside air. Exception: Attic ventilation 5.41 not be r4ired when determined not necessary by the code official due to atmospheric or climatic conditions. R606.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented space. Exception: The minimum net free ventilation area shall be 1/300 of the vented space provided one or more of the following conditions are met: 1. In Climate Zones 6, 7 and 8, a Class I or 11 vapor retarder is installed on the warm -in -winter side o= the ceiling. 2. At least 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of :he attic or rafter space. Upper ventilators shall be located no more than 3 feet (914 mm) below the ridge or highest point of the space, measured vertically, with the balance of the required Ventilation provided by cave or cornice vents. Where the location of wall or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet (914 mm) belay✓ the, ridge or highest point of the space shall be permitted. 8806.3 Vent and insulation clearance. Where cave or cornice vents are installed, insulation shall not block the free flow of air. A minimum of a 1 -inch (25 mm) Space Shall be provided bc*,ccn the insulation and the roof sheathing and at the location of the vent. 5rP\AY FOAM INSULATION AT ROOF DECK, NO VENTS REQUIRED COR 13E L PETAI L PLATE HEIGHT FIM5HEP FLOOR — PLATE HEIGHT 20"OVERHANG STUCCO FINISH FINISHED FLOOR 0 GRADE E�1EL�pM�'N� coM��N��y � Q p R�� KIVERSIDE HOMES ■ Build WithConfidence 12276 San Jose Blvd.. Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mynversidehome.com Lot 142 Atlantic Beach Country Club Heaney Residence Elevations 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.27.2017 Scale 141 = 1'-0" 4 Plan of Key Largo- B1 7 Written dimensions shall have precedence over Scale dimen5ion5. Contractors Shall verify and be, re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 fan Jose Blvd ��ait� 702 - - ��ast Jac�sonw�ll�, FL 32223 Florida Desi€n, Inc. 004..260,3310 SERVICE OUTLET A/C GAS FOR A/C COMP. COMP. STUB TANKLF55 GAS WHA ---------- OUTLET 0 i \ 42" AFF SEC. SYS. PREWIRE i v I � � LINEN J I" ' / — — — — — — — — — PRE -WIRE & � BRACE ONLY O 1! N/ G� II \ \ r II s ID n A I ! r—_► r&F1 I i GAS � c1TU13 � I I LOCATE PANE BOX i n ------ / a / 3 c� / �.' CHANDELIER ABOVE 1. COACH LIGHTS AT GARAGE 2. GARAGE DOOR OPENER INSTALLED 3. TANQRSS GAS WH 4.(4) RECESS LIGHTS IN LIVING ROOM 5. f REWIRE (2) PENDANT LIGHTS OVER ISLAND 6. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 7.(2) RECESS LIGHTS AT PORCH 8. (2) RECESS LIGHTS AT BALCONY REVISIONS OUTLET C� I 42" AFF I —I �`. / L D/W \ \ / / i I I I w/DISP SINKL!J _� v 1 <kE :3 I I `\----------- 1 — ~\i `�----` 1 --------__-- 1 1 , 5 , L L ` \ PRE -WIRE &------ BRACE ONLY `� I � ®FLOOR OUTLET10 II �.' CHANDELIER ABOVE cE To FIXTURE 1 � / ` i I ' I i 1 � BRACE ONLY I I I I / ! / / / i i / —+ ' 15T FLOOR ELECTRICAL FLAN IRRIGATION CIRCUIT GF ELECTRICAL NOTES 2ND FL00K ELECTKIC/�L FLAN 1. ELECTRICAL OUTLET HEIGHTS A5 MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE 5OX TO BE: 12" AFF (GENERAL) - KITCHEN 44" AFF - BATHROOM 39" AFF (44" AFF WITH RAISED VANITY) - LAUNDRY ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" AFF - GARAGE GENERAL PURPOSE - 44" AFF - KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE 2. ALL TRIM PLATES & DEVICES TO 5E GANGED, WHERE POSSIBLE. 3. ELECTRICAL 5WITCHE5 TO BE AT 42" CENTERLINE ADOVE FINISHED FLOOR. 4. ELECTRICAL PLAN 15 INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE AND CARDON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH 2014 FLORIDA DUILDING CODE, SECTIONS 8314 AND 8315 6. PROVIDE AFCI5 (ARC FAULT INTERRUPTERS) IN DWELLING UNIT BRANCH CIRCUIT LOCATIONS PER FBG\ E3902.12 7.. GF15 (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUTDOOR CIRCUITS PER F13CR E3902 8. ALL PERMANENT INTERIOR LIGHTING I5100% HIGH EFFICACY CFL/LED LAMPS PER FBC EC \404.1 9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED INSIDE AND OUTSIDE OF DWELLING UNITS, AND IN ATTACHED AND DETACHED GARAGES SHALL BE TAMPER RESISTANT RECEPTACLES ELECTRICAL LEGEND @-- 110 DUPLEX OUTLET 4;�= HALF -SWITCHED OUTLET &n GFI DUPLEX OUTLET &P WEATHER PROTECTED OUTLET =& CEILING OUTLET ® FLOOR OUTLET & 220 OUTLET ® SPECIAL PURPOSE OUTLET SWITCH 3 5 -WAY SWITCH 4 4 -WAY SWITCH p DIMMER SWITCH 0 TELEPHONE CABLE TV PREWIRE & BRACE CEILING FAN WITH LIGHT CEILING MOUNTED LIGHT p� PULL -CHAIN (- WALL MOUNTED LIGHT (D RECESSED LIGHT FIXTURE � O SPOTLIGHT EXHAUST FAN W/ LIGHT El EXHAUST FAN FLUORESCENT FIXTURE -I CARRIAGE LIGHT 0 DOUBLE FLOOD LIGHT PANEL BOX Q SMOKE DETECTOR NU ES 1. COACH LIGHTS AT GARAGE 2. GARAGE DOOR OPENER INSTALLED 3. TANQRSS GAS WH 4.(4) RECESS LIGHTS IN LIVING ROOM 5. f REWIRE (2) PENDANT LIGHTS OVER ISLAND 6. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 7.(2) RECESS LIGHTS AT PORCH 8. (2) RECESS LIGHTS AT BALCONY REVISIONS —I cE To FIXTURE 1 � / ` i I ' I i 1 � BRACE ONLY I I I I / ! / / / i i / —+ ' 15T FLOOR ELECTRICAL FLAN IRRIGATION CIRCUIT GF ELECTRICAL NOTES 2ND FL00K ELECTKIC/�L FLAN 1. ELECTRICAL OUTLET HEIGHTS A5 MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE 5OX TO BE: 12" AFF (GENERAL) - KITCHEN 44" AFF - BATHROOM 39" AFF (44" AFF WITH RAISED VANITY) - LAUNDRY ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" AFF - GARAGE GENERAL PURPOSE - 44" AFF - KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE 2. ALL TRIM PLATES & DEVICES TO 5E GANGED, WHERE POSSIBLE. 3. ELECTRICAL 5WITCHE5 TO BE AT 42" CENTERLINE ADOVE FINISHED FLOOR. 4. ELECTRICAL PLAN 15 INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE AND CARDON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH 2014 FLORIDA DUILDING CODE, SECTIONS 8314 AND 8315 6. PROVIDE AFCI5 (ARC FAULT INTERRUPTERS) IN DWELLING UNIT BRANCH CIRCUIT LOCATIONS PER FBG\ E3902.12 7.. GF15 (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUTDOOR CIRCUITS PER F13CR E3902 8. ALL PERMANENT INTERIOR LIGHTING I5100% HIGH EFFICACY CFL/LED LAMPS PER FBC EC \404.1 9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED INSIDE AND OUTSIDE OF DWELLING UNITS, AND IN ATTACHED AND DETACHED GARAGES SHALL BE TAMPER RESISTANT RECEPTACLES ELECTRICAL LEGEND @-- 110 DUPLEX OUTLET 4;�= HALF -SWITCHED OUTLET &n GFI DUPLEX OUTLET &P WEATHER PROTECTED OUTLET =& CEILING OUTLET ® FLOOR OUTLET & 220 OUTLET ® SPECIAL PURPOSE OUTLET SWITCH 3 5 -WAY SWITCH 4 4 -WAY SWITCH p DIMMER SWITCH 0 TELEPHONE CABLE TV PREWIRE & BRACE CEILING FAN WITH LIGHT CEILING MOUNTED LIGHT p� PULL -CHAIN (- WALL MOUNTED LIGHT (D RECESSED LIGHT FIXTURE � O SPOTLIGHT EXHAUST FAN W/ LIGHT El EXHAUST FAN FLUORESCENT FIXTURE -I CARRIAGE LIGHT 0 DOUBLE FLOOD LIGHT PANEL BOX Q SMOKE DETECTOR NU ES 1. COACH LIGHTS AT GARAGE 2. GARAGE DOOR OPENER INSTALLED 3. TANQRSS GAS WH 4.(4) RECESS LIGHTS IN LIVING ROOM 5. f REWIRE (2) PENDANT LIGHTS OVER ISLAND 6. FLOOR OUTLET IN LIVING ROOM, FIELD VERIFY LOCATION 7.(2) RECESS LIGHTS AT PORCH 8. (2) RECESS LIGHTS AT BALCONY REVISIONS .00 0� _w" RIVERSIDE HOMES Burd With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Flofida 32223 Office: (904) 449-1650 www.ii-tytiversidehome.com Lot 142 Atlantic Beach Country Club Heaney Residence Electrical Plans 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.27.2017 5 Scale 1/4" = 1141 of Plan Key Largo- B1 7 Written dimensions Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimcn5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: . CNN b 12627 San Jose Blvd Suite 702 IN, .,rtheast Jacksonville, FL 32223 Florida D.Sir, Inc. 904.260.3319 .;'Ke OGE vAeP UNDERLAYMENT PLACE SHINGLES 3/8" OVER EAVE & RAKE EDGES TO PROVIDE DRIP EDGE ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER INA 4" WIDTH _ / OF ASPHALT PLASTIC ROOF � V CEMENT MTL EAVE DRIP TRIM 6"-7" FROM END OF FIRST SHINGLE TRIM TABS FROM ALL STARTER COURSE SHINGLES STARTER COURSE PLACE SHINGLES CLOSE TOGETHER BUT DO NOT CROWD ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN A 4" WIDTH p OF ASPHALT PLASTIC ROOF �! CEMENT )N -CORRODING �� PLACE SHINGLES 3/8" MTL EAVE DRIP i! OVER EAVE &RAKE EDGES TO PROVIDE DRIP EDGE FIRST COURSE 6! 11-1/2" to 12-1/2" "to 1-1/2" — — 0 11-1/2" to 12-1/2' 1 t 1-1/2" ----� O O SHINGLE NAILING ROOFING DETAILS N.T.S. NOTE: DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, FOR SLOPES BELOW 4:12, ALL ROOFING UNDERLAYMENT SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED BY THE SHINGLE MANUFACTURER FOR USE ON LOW SLOPE ROOFING PROJECTS NO YENF5 ARE ALLOWE? OPT, PROVIDE LEAD VENT BOOT WITH INTEGRAL FLANGE VENT STACK, SEE PLUMBING FOR SIZE & LOCATION PREFORMED FLEXIBLE BOOT FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT INSTALL FLANGE OVER SHINGLE @ BASE INSTALL SHINGLES OVER FLANGE @ HEAD FIBERGLASS SHINGLE ROOFING OVER 15# FEL OVER 7/16" OSB OVER PRE -ENG WD TRUSSES z Z Z ROOF WALL SHEATHING STUCCO/CV FINISH ASSEMBLY W/ 15# FELT OVER APPROVED WEATHER BARRIER LAP FELT AND WEATHER BARRIER OVER VINYL STUCCO STOPMEEP EXTEND 15# ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - STUCCO N.T.S. ROOF WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - LAP SIDING N.T.S. M5E LAYER -- 5V V DEN5GLA55 FREd1ARD SHEATHING AITAO� Wi1H 2" NA25 OR SCREWS FACE I AYE-: 5E' DEN5GLA55 9MDUARD SHEATHING AITACHED WITH Z MIX SCREWS OR NAILS ® 24"O.G. 41`5ET JOM51N BASE AND =ACE LAYER 24" NTE DESIGN BASED ON GA F1 No RC 2602 SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NCEDED THIS DETAIL ONLY APPI ICA51 E WHERE SEPARATION D5'MCE OF OVEPHANG IS F55 -FLAN 9 AND MORE MAN 2FFOM PROPERTY LINE ALTERNATE: RATED SOFFIT ASSEMBLES WHICH MEET UL 51 ANDARDS FOR (1) HOUR FIRE RATING ARE f ERWTTED 2x4 6LOCKING REOUIRED AT PANEL JOINTS VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2. DO NOT NAIL 6" MIN, FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7/16" RADIANT BARRIER OSB OVER PRE -ENG WD TRUSSES 24" WIDE METAL VALLEY FLASHING OVER 15# FELT VALLEY FLASHING DETAIL N.T.S. FIBERGLASS SHINGLE ROOFING OVER _ UNDERLAYMENT INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT GALVANIZED METAL OFF -RIDGE HEAD VENT WITH BAFFLE. SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER --- SHINGLES AT BASE 7/16" OSB OVER PRE -ENG TRUSSES NOTES: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY OFF -RIDGE VENT FLASHING DETAIL N.T.S. STUCCO/CV FINISH -- ASSEMBLY LAP LAP BARRIER OVER NAILING FLANGE VINYL DRIPIWEEP SCREED 5"x5" METAL FLASHING 1 KICK -OUT i 8"f4 FLASHING (SEE Al DETAIL) �. M �i EXTEND KICK -OUT 2" �+ i BEYOND FASCIA h — FELTUNDERLAYMENT SHINGLE ROOFING MTL DRIP EDGE FASCIA NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF &WALL INTERSECTIONS WATER TIGHT WALUKICKOUT FLASHING DETAIL SEAL N.T.S. ROOFTRU55E5 avorna.arr— :::... NOTES: .. .. 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS APPROVED WEATHER 2. APPLY ROOFING CEMENT OR SELF -ADHERING DRYWALL SCREWS FLASHING OVER FLANGE AT HEAD ONLY VENT STACK FLASHING DETAIL N.T.S. z Z Z ROOF WALL SHEATHING STUCCO/CV FINISH ASSEMBLY W/ 15# FELT OVER APPROVED WEATHER BARRIER LAP FELT AND WEATHER BARRIER OVER VINYL STUCCO STOPMEEP EXTEND 15# ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - STUCCO N.T.S. ROOF WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - LAP SIDING N.T.S. M5E LAYER -- 5V V DEN5GLA55 FREd1ARD SHEATHING AITAO� Wi1H 2" NA25 OR SCREWS FACE I AYE-: 5E' DEN5GLA55 9MDUARD SHEATHING AITACHED WITH Z MIX SCREWS OR NAILS ® 24"O.G. 41`5ET JOM51N BASE AND =ACE LAYER 24" NTE DESIGN BASED ON GA F1 No RC 2602 SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NCEDED THIS DETAIL ONLY APPI ICA51 E WHERE SEPARATION D5'MCE OF OVEPHANG IS F55 -FLAN 9 AND MORE MAN 2FFOM PROPERTY LINE ALTERNATE: RATED SOFFIT ASSEMBLES WHICH MEET UL 51 ANDARDS FOR (1) HOUR FIRE RATING ARE f ERWTTED 2x4 6LOCKING REOUIRED AT PANEL JOINTS VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2. DO NOT NAIL 6" MIN, FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7/16" RADIANT BARRIER OSB OVER PRE -ENG WD TRUSSES 24" WIDE METAL VALLEY FLASHING OVER 15# FELT VALLEY FLASHING DETAIL N.T.S. FIBERGLASS SHINGLE ROOFING OVER _ UNDERLAYMENT INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT GALVANIZED METAL OFF -RIDGE HEAD VENT WITH BAFFLE. SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER --- SHINGLES AT BASE 7/16" OSB OVER PRE -ENG TRUSSES NOTES: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY OFF -RIDGE VENT FLASHING DETAIL N.T.S. STUCCO/CV FINISH -- ASSEMBLY LAP LAP BARRIER OVER NAILING FLANGE VINYL DRIPIWEEP SCREED 5"x5" METAL FLASHING 1 KICK -OUT i 8"f4 FLASHING (SEE Al DETAIL) �. M �i EXTEND KICK -OUT 2" �+ i BEYOND FASCIA h — FELTUNDERLAYMENT SHINGLE ROOFING MTL DRIP EDGE FASCIA NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF &WALL INTERSECTIONS WATER TIGHT WALUKICKOUT FLASHING DETAIL SEAL N.T.S. ROOFTRU55E5 avorna.arr— :::... BASE LAYER: 5/8" DENSGLASS FIREGUARD SWAT -AW, .. .. ATTACH WITH (2)1 }' TYRE'W' APPROVED WEATHER .....,.... DRYWALL SCREWS NO VENT'S ARE ALLOWED . ........... FACE LAYER: BARRIER OVER 5/6' DENSGLA58 FIREGUARD 5HEATHING ..'.... ATTACHED WITH 1 J' TYPE "G' DRYWALL • .... SCREWS 012"O.G. -OFF5ET JOINT5 IN B65E AND F/ICE LAYER 24" NOM: DESIGN BASED ON GA FILE No. RC 2602 SECTION - (1) HOUR FIRE RATED (UNDER5IDE ONLY) SOFFIT AS NEEDED TH11-5 DETAf1. ONLY AP LICA6LE WHERE 5EPARAT1oN D15TANGE OF OVERHANG 15 LESS THAN 5' AND MORE THAN 2' FR ALTERNATE.: RATED SOFFIT ASSEM5LES WHICH MEET UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED n v LINE OF APi BARRIER OVI APPLY 318, N( cONTiNUOUS BEAD SEALANT AT JAMS & HE OR APPLY TO BACK WINDOW NAILING FLANGE LINE w/ PRE -PUNCH HOLES OR SLC INSTALL 4" WIDE \ SELF.ADHERING MEMBRANE FLASHI .. OVERNAILING FLANGE 0* HEAD EXTEND SELF -ADHERING MEMBRANE FLASHING 1" MIN. BEYOND JAMB FLASHING NOTE: 1. WINDOW INSTALLATION & I. FLASHING DETAILS ARE CONSISTENT WITH ASTM2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE r. FLASHINGS ARE USED. 2. IT IS THE INSTALLATION I CONTRACTORS RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WEATHER BARRIER. SEALANT & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER STEP 7 MANUFACTURERS WRITTEN SPECIFICATIONS. WARNING: SEALANT/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. WINDOW FLASHING INSTALLATION DETAILS N.T.S. INED EDGE (CAP, NAILS, 4PLES) IF REQUIRED BY STING MANUFACTURER INSTALL S" WIDE LF -ADHERING FLEXILE IEMSRANE FLASHING 0 SILL EXTEND FLASHING UP JAMBS 6' MIN. EXT LASHING UILL FLE TIP. STEP 3 SEAL WINDOW FRAME TO INSIDE OF R.O. WITH SEALANT AT SILL AND A MINIMUM 12 UP BOTH JAMS TO FORM A BACK DAM.SEAL BALANCE OF FRAME WITH SEALANT OR LOW -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) INTERIOR VIEW STEP 9 NOTE: AT UNPROTECTED DOORS, BOTTOM 1/4th OF JAMBS SHALL BE COMPOSITE#'.T. OR OTHER DECAY RESISTANT MATENAL KIVERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 142 Atlantic Beach Country Club Heaney Residence Flashing Details 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.27.2017 6 Scale 1/411 = 11-011 Plan of Key Largo- BI 7 Written dirnen5ion5 shall have precedence over Scale dirrmen5ions. Contractors shall verify and be re5pon5ible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST, AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: - 12627 San dose Blvd �`�� >�TD�t Jacksonville, FL 32223 rtQria� vGs;�TL, inG. 904.260.3319 :::... .. .. APPROVED WEATHER .....,.... ....•... . ........... BARRIER OVER " ' ..'.... • .... SHEATHING - .. .. .... I� ..... •. • INSTALL DOOR PLUMB, .....I.. .... LEVEL & SQUARE PER I....... MANUFACTURER WRITTEN LINE OF DOOR OPENING ' ' ' ' ...... .... ..... INSTRUCTIONS CUT WEATHER ....... BARRIER FOLD WEATHER BARRIER IN AN ...... ..... AROUND JAMBS .... ..... ...... SET THRESHOLD IN '.'I..'... BED OF SEALANT APPLY SEALANT AT CORNERS & FRONT EDGE _ OF THRESHOLD STEP 1 STEP 2 STEP 3 NOTE: AT UNPROTECTED DOORS, BOTTOM 1/4th OF JAMBS SHALL BE COMPOSITE#'.T. OR OTHER DECAY RESISTANT MATENAL KIVERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 142 Atlantic Beach Country Club Heaney Residence Flashing Details 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 11.27.2017 6 Scale 1/411 = 11-011 Plan of Key Largo- BI 7 Written dirnen5ion5 shall have precedence over Scale dirrmen5ions. Contractors shall verify and be re5pon5ible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST, AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: - 12627 San dose Blvd �`�� >�TD�t Jacksonville, FL 32223 rtQria� vGs;�TL, inG. 904.260.3319 FASCIA METAL FOR STUCCO, EIF53 OR SIDING RUN METAL LATH TO EDGE 4" %8' TO 3/6' OF THE HORIZONTAL SURFACE I i GRAVEL STOP PLI-DEK SYSTEM ICC -E5 ESR -2097 5/8" MIN EXT. GRADE PLYWOOD (3/4" RECOMMENDED) SLOPE 1/4" PER 12" 19mm (34") MIN. FASCIA TO WALL TO DECK F=LASHING INTERSECTION MIN. 26 GAUGE GALVANIZED 50NDERIZED N SHEET METAL WOOD BLOCKING OR PLYWOOD EXTENSION MAY VARY ACCORDING TO FASCIA APPLICATIONS STUCCO/FIFS �-- BITUTHANE / BUILDING PAPER 5UILPING PAPER FASTENER f ATTERN FOR METAL LATH 76mrn (3") O.C. IN THE FIELD (12 STAPLES PER SQUARE FOOT) G 40 PLYWOOD SEAM COVERED IN 2" WIDE SEAM PAPER AND STAPLES 1 17' O.C. 25mm (11/2) 0 -. ON OVERLAPPED LATH SEAMS EXTENSION METAL TO BE INSTALLED DEHIND DECK TO WALL FLASHING 4" AND PRE CAULKED DUILDING PAPER TO OVERLAP 4" MIN. DUILDING PAPER TO BE INSTALLED DEHIND SHEET METAL CSG THIS POINT MIN. 2" 50mm (2") O.C. AROUND PERIMETFR NOTE: WHERE LATH OVERLAPS PERIMETER AND FLASHING PAPER (PLYWOOD SEAMS) STAPLE EVERY 11/2" O.C. OVERLAP LATH 19mm (3/4') min. r_: ) TUBE STEEL DECD RAIL URETHANE CAULK JOINT_ (TO BE MAINTAINED) PLI-PFK SYSTEM ICC -E5 ESR -2097 EXTENDS UNDER POST 5/8" MIN EXT. GRADE PLYWOOD (3/4" RECOMMENDED) SLOPE 1/4" PER 12" FACE NA L (A MIN. OF TWO NAI 5 PER SIDE) AT THE LASHING ON EACH 51 E OF POST FLAS ING IS SECURE TO S HFLOOR W11H N ON AL SIDES ALVANIZFD, 2 INSTALLED ON ALL CORNERS OF THE ,T AND NAILED TO THE SUBSTRATE 1/8" - 3/16" GRAVEL STOP 26 GAUGE GALVANIZED BONDERIZED SHEET METAL FLASHING E z E f CAULK INSIDE AND o N OUTSIDE FASTENERS `n (FASTENERS PER STRUCTURAL) BA5E 7LATE AS REQUIRED STRUCTURAL PLANS STEEL POST PER 5TANDARD GUARDRAIL PANEL 5/8" MIN EXT GRADE PLYWOOD SLOPE 1/4"x 12" APPLY MANUFACTURER'S RECOMMENDED JOINT SEALANT AFTER COMPLETION OF PLI-DEK FINISH COAT, THE PLI-DEK SYSTEM TERMINATES AT THE. BASE OF RISER. SEALANT WILL NEED TO DE MAIN(AINED PLI-DEK SYSTEM ICC -E.5 ESR -2097 THRU-13OLT5 OR LAG BOLTS PER STRUCTURAL PLAN BLOCKING AS REQUIRED PER STRUCTURAL PLANS BEAMS MAY OCCUR FOST FLASHING POST (PER NOTCH P)ST 1/2" DEEP C 3" ABOVE CECK SHTG AROUND PERIMETER OF POST PER 5T UCTURAL 26 GA. BONDERIZED FRAMING 410 MM (16") 2 -PIECE 5HEET — METAL E ADDLE MW. 4" LAP FULLY BEDDED IN SEALANT (ALL 4 SIDES OF POST TO BE DECK APPLY MANUFACTURER 2EGOMMENDED JOINT SEALANT BEHIND FLASHING AND AT THE TOP OF THE =LASHING. ADPL'r' MANUFACTURER RECOMMENDED JOINT SEALANT AFTER COMPLETION OF THE PLI-DEK BASE COAT AROUND RASE OF POST, PLI-DEK SYSTEM TERMINATES AT THIS POINT 6588 TO BE COATED ON ALL VERTICAL FLA5HING 1x4 NOT WOOD TRIM AROUND PERIMETER OF RASE (OPTIONAL) —SEALANT PLI-PFK SYSTEM ICC -E5 E5R-2097 POST CONNECTION PER STRUCTURAL FLOOR JOIST OR BLK'G - CONNF_CTION POST PER STURCT. *MAY APPLY GU50 BASE COAT AT POST RASE TO DIVERT WATER DECK TO WALL FLASHING FOR 51DING ' " ""• ' " — ' — " 5LorL 1/4" PEK 12" DECK FLAN VIEW 2.5 L55/50.YD. 1 GALVANIZED (DIPPED) EXPANDED DECK TO WALL FLASHING METAL LATH 2.4 M X.69 M (96" X 27") OVERLAPPED 19 MM (3/4") AT EDGES SEALANT AFTER COMPLETION OF WALL FRAMING 410 MM (16") FLASHING O.C. MAX "THRESHOLD OVERLAP LATH ON THE FLASHING INATE5 AT THE RASE OF RISER FLASHING TO THE EDGE G, OF THE DECK SURFACE FXTFRIOR GRADE PLYWOOD 16 MM (5/8") MIN WITH 3.2 MM (1/8") FL GAP DETWEEN SHEETS OFFSET METAL LATH EDGES 152 MM (6") MIN FROM POST &RAIL EDGE FLP.6HING PLYWOOD SEAMS THRESHOLD FLASHING DOUBLE FLASHING FOR 50 TO 152mm (2" TO 6") S1EP-U11 FLASHING MIN 2" CAULK BETWEEN FLASHING —/ AND COMPRESS TOGETHER 5/8" MIN EXT. GRADE PLYWOOD ( 3/4" RECOMMENDED) SLOPE 1/4" PER 12" a all RIVERSIDE HOMES ii Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.trtytiversidehome.com Lot 142 Atlantic Beach Country Club Heaney Residence Flashing Details 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By AR J Sheet Date 11.27.2017 7 Scale 141 = 1'-01' of Plan Key Largo- B1 7 Written dimen5ion5 shall have. prcccdoricc over Scale dimensions. Contractors Shall verify and be, responsible for dirnen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd m Suite 702 ort eat Jacksonville, FL 32223 �l, ida Design, Inc. 904.260.3319 1 APPLY MANUFACTURER'S RECOMMENDED JOI SEALANT AFTER COMPLETION OF PLI EK FINISH COAT. THE "Ll-DEK SYSTEM TE INATE5 AT THE RASE OF RISER G, VANIZED DONDERIZED DECK CAULK 5ETWFEN FLASHING FL SHING MIN 2" ON DECK AND AND THRESHOLD, AS WELL. HE HT DEPENDS ON RISER SIZE AS BETWEEN DOOR JAMB OV RLAP WALL TO DECK FLASH AND THRESHOLD 4" N EITHER SIDE. PLI-DEK SYSTEM ir ICC -ES E5R-2097 MIN 2" CAULK BETWEEN FLASHING —/ AND COMPRESS TOGETHER 5/8" MIN EXT. GRADE PLYWOOD ( 3/4" RECOMMENDED) SLOPE 1/4" PER 12" a all RIVERSIDE HOMES ii Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.trtytiversidehome.com Lot 142 Atlantic Beach Country Club Heaney Residence Flashing Details 1657 Maritime Oak Drive Atlantic Beach, Fl. 32233 Drawn By AR J Sheet Date 11.27.2017 7 Scale 141 = 1'-01' of Plan Key Largo- B1 7 Written dimen5ion5 shall have. prcccdoricc over Scale dimensions. Contractors Shall verify and be, responsible for dirnen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd m Suite 702 ort eat Jacksonville, FL 32223 �l, ida Design, Inc. 904.260.3319 DESIGN SPECIFICATIONS: Project has been designed in accordance with the 6th Edition (2017) Florida Building Code, Residential, and the Florida Building Code, Existing Building (as applicable). DESIGN CRITERIA: Wind Design Method ASCE 7-10 Basic Wind Speed: 130 mph Building Risk Category: II Wind Exposure: B (Enclosed Structure) Building Classification: Residential Building Type: Type V Construction Wind -Borne Debris: NOT located in the wind-borne debris region Unless otherwise noted, project site considerations shallII be the responsibility of the owner and/or contractor. Examples of such items include, but shall not be limited to, determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. DESIGN DEAD LOADS: Floors: The design floor dead load of 12 psf assumes a floor system utilizing wood decking or wood subflooring over wood truss, wood 1 -joist, or solid sawn lumber framing. The floor covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be notified if the floor coverings differ from the noted assumptions Roofs: Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) Concrete or Clay Tile: 15 psf Refer to Architectural Plans for Roof Covering System DESIGN LIVE LOADS: Floors: Exterior Balconies: 40 psf Exterior Decks: 40 psf Stairs: 40 psf (or 300 Ib point load) Garages: 50 psf (or 2000 Ib point load) All Other Areas: 40 psf Attics: Without Storage: 10 psf With Limited Storage: 20 psf With Storage: 30 psf (fixed stair access) Roofs: Less than 4:12 slope: 20 psf 4:12 slope or greater: 16 psf DEFLECTION CRITERIA: Walls: Wind loads with plaster or stucco finish: L/360 Wind loads with other brittle finishes: L/240 Wind loads with flexible finishes: L/120 or L/180* * L/180 for exterior walls with interior gypsum board finish. Floors: Live Load: L/480 * Total Load: L/240 * * Int:reased floor stiffness may be required by floor covering manufacturer Roofs: Live Load: L/240 Total Load: L/180 All window, door and soffit assemblies shall be designed to withstand the design pressures indicated below and shall be installed in accordance with the manufacturer's requirements. WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) Fastening Schedule Pos Neg Pos Neg MITEK/USP ID FL # Faster ers 0 to 20 sf 18.3 -24.5 18.3 -19.8 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 50.1 to 100 sf 16.4 -20.6 16.4 -18.6 100.1 to 200 sf 15.5 -19.1 15.5 -17.1 200.1 to 500 sf 1 14.7 -17.41 14.7 -16.3 Soffit Design Pressure 1 18.3 -24.51 18.3 -19.8 base Uesign rressure Io.ou uLpi = su. is TYPICAL EDGE STRIP (5) a=5.0' TYPICAL INTERIOR ZONE (4) "M GENERAL NOTES: 1. The scope of these plans is limited to the structural requirements of this project. Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, and flashing requirements are not addressed in these plans. r h this work be performed in 2. It is the intent of the Engineer of Record (Engineer) that p conformance with all requirements of the authorities having jurisdiction over this type of construction and occupancy. 3. The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during construction. 4. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. 6. All details and sections shown on the structural drawings are intended to be typical I nsimilar situation elsewhere in the work except and shall be construed to app y to anyt p where indicated otherwise. 7. Refer to the structural drawings for all structural details and sections. The contractor shall contact the Engineer for clarification in cases of conflict between the structural drawings and any drawings prepared by others prior to commencing work. 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The design of the project structure assumes an allowable soil bearing capacity of 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. CONCRETE: 1. All concrete work shall be in accordance with "Building Code Requirements for Structural Concrete," ACI 318-14, and "Specification for Structural Concrete," ACI 301. 2. All concrete shall have the following minimum compressive strength at 28 days: Slabs on grade, footings, and misc. concrete: fc=2500psi Structural slabs, walls, beams and columns: fc=3000psi Designated radon zones only - all concrete: fc=3000psi 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic material or other substances that are deleterious to concrete or steel reinforcement. 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the structural drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural drawings. 7. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with "Standard Tolerances for Concrete Construction and Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate. 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, or fibermesh reinforcement shall be used with a minimum fiber length of 4" to 2" complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per cubic yard in accordance with manufacturer's recommendations. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and other deleterious material. Structural fill shall be compacted to a density of at least 0 95 /o of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection shall be provided in accordance with applicable code requirements. If soil treatment is used, the treatment shall be done after all excavation, backfilling, and compaction is completed. 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density f f I two feet (2'-0") " below the bottom of the footing. ASTM D1557 or a depth o at east e 9 11. The following minimum concrete cover shall be provided for reinforcement: 3" Concrete cast against and permanently exposed to earth 2" Concrete exposed to earth or weather 1 %" Concrete of exposed n to earth or weather /2 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars: 21" minimum #5 bars: 26" minimum #6 bars: 32" minimum 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support reinforcing steel. Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. MASONRY: General: 1. All masonry work shall be in accordance with "Building Code Requirements for Masonry Structures," ACI 530-13, and Specifications for Masonry Structures," ACI 530.1-13 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11 ". 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used in brick veneer. 4. The contractor shall be responsible for the design aii+l installation of all flashing. Concrete Masonry (CMU): 1. Concrete masonry units (CMU) shall be ASTM C90-14, Hollow Load -Bearing Concrete Masonry Units, normal weight, with a minimum compressive strength of 1900 psi (fm=1500 psi). 2. All continuous reinforcing steel in masonry shall be lap -spliced with the following minimum lengths: #4 bars: 20" minimum #5 bars: 25" minimum #6 bars: 30" minimum 3. Grout all cells containing vertical reinforcement in 5-0" maximum lifts. 4. Provide cleanouts per ACI 530.1-13 in the bottom course of masonry when the wall height exceeds 5'-0". 5. Beam reinforcement shall be continuous across control joints. Clay Masonry (Brick): 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and Hollow Brick, respectively. Grade MW shall be used. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" D.C. vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall openings reater than 16" in either direction and shall be spaced more than 36" o.c. and placed within 12" of the openings. 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 22 gage by 7/8" corrugated and fastened with 1 '%' galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at CMU walls. 4. Unless otherwise noted on the plans, a steel angle L4x4xl/4 shall be used for supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the length of the opening exceeds 6'-0" hen 9 p 9 t 3 the steel angle shall be attached to the wood framing with x 3" la screws 12" 9 9 /a 9 @ o.c. or Simpson %4' x 3" SDS screws @ 12"o.c. WOOD FRAMING: 1. All wood framing has been designed in accordance with "National Design Specification (NDS) for Wood Construction," 2015 edition. 2. Southern Yellow Pine member design incorporates design values for all sizes and grades of visually graded Southern Yellow Pine dimension lumber per "Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by the Southern Pine Inspection Bureau (SPIB). 3. All wood members exposed to weather or in contact with masonry, concrete or soil shall be treated with an appropriate preservative suitable for the exposure conditions. 4. If ACQ treatment is used on any wood member, then all nailing shall require hot -dipped galvanized nails meeting ASTM Al 53, Class C, or ASTM B695, Class 50. If borate treatment is used then galvanizing is not required. 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 7. The Truss Manufacturer shall submit shop drawings and design notes with a registered Engineer's seal for approval. Design notes shall include the rated load capacity of the truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and installation drawings showing size, shape and layout. 8. Jobsite handling and erection, including temporary bracing, during installation of trusses shall comply with TPI / WTCA BCSI 1. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss Connection Schedule. 10. All gable ends shall be balloon framed or braced in accordance with the applicable detail as shown in the structural drawings. 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall be provided by others. 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: LVL or Parallam LSL E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi Fc =750 psi Fc =900 psi Fv=285 psi Fv=310 psi 13. Fasten plies of 1 '/4" wide engineered lumber as follows: 2 -ply beams with (3) rows of 0.131"x3 Y4" nails @ 12"o.c. 3 -ply beams with (3) rows of 0.131"x3'/4' nails @ 8"o.c. (each side) 4 -ply beams with (2) rows of Simpson 6 3/4" long SDW screws @ 12" o.c. STRUCTURAL STEEL: 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Buildings Steel f r o (latest editions). a. Welded Connections: AWS D1.1 b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or ASTM A53 (Fy=35 ksi) 2. All structural steel connections and fabrications shall comply with AISC specifications. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. 8. Field touch-up after installation where required to restore final finish. HARDWARE AND ANCHORS: 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, United Steel Products (USP), or Engineer approved equal. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. 3. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM Al 53, Class C, or ASTM B695, Class 50. 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by Hilti with Florida Product Approval and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. ROOF COVERING: 1. The contractor shall be responsible for the design and installation of the roof covering system. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements, 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation Manual," and the manufacturer's requirements. 4. Standing seam metal roofs shall comply with ASTM El 514 and be installed according to the manufacturer's requirements. 5. The contractor shall be responsible for the design and installation of all metal flashing and valley material. LU 2 E 0 00 u7 u N 1-1 N M E J O L.L. U J � > o Z a� O w U Cn W N � o = N Ww H CD L7 ch ro N w -zzr Zo rn ci IL W �CD N Q C-0 00 o0 J O rn a 00 v CU FLORIDA C.A. NUMBER: 25846 0 CU oy``` v ••••• C • :�,�� o o No. S cu S , o �,c�' ••. RID ••••°�Q�,`` c i' '5. 91 SON, PE co FL PE No. 50791 C a) CADc ca c O 0 U m 0 0 c a� CU M O U a� r Metal Connector Fastening Schedule Simpson ID FL # MITEK/USP ID FL # Faster ers Anchorage (U.O.N.) A35 10446.1 MPA1 17244.23 (12) 0.1 1" x 1'/2" n/a ABU44 - Z 10860.4 PAU44 - TZ 17239.13 (12) 0.152" x 2Y2" or (12) 0.162" x 31/2" 5/8" wl 7" embed ABU66 - Z 10860.4 PAU66 - TZ 17239.13 (12) 0.132" x 2Y2" or (12) 0.162" x 3'/z" 5/8" w/ 7" embed CS 16 10852.2 RS 150 17244.27 (11) 0.1 8" x 3" in each end - (22) total n/a DSP 10456.1 RSPT6-2 17244.29 (8) 0.14 (6) 0.14 "x 11/2" into studs " x 1'h" into double plate n/a DTT2Z 10441.1 DTB-TZ 17219.1 (8)'/4" x 1Y2" SDS '/2" w/ 4'/2' embed (mono) & 7" embed (stem) GBC 10861.3 HC520 N/A (5) 0.13 (7) 0.131" 1 "x 1Y2" into gable brace x 2Y2" into double plate n/a H2.5A 10456.3 n/a: use RT7 17236.11 (5) 0.131" x 2Y2" in each end - (10) total n/a HZ5T 10446.8 n/a: use RT7 17236.11 (5) 0.131" x 1Y2" in each end - (10) total n/a H3 10456.3 RT3A 17236.11 (4) 0.13V x 2Y2" in each end - (8) total n/a H6 10456.3 LFTA6 17244.17 (8) 0.131" x 2Y2" in each end - (16) total n/a H8 10446.8 RT8A 17236.11 (5) 0.143" x 11/2" in each end - (10) total n/a HDQ8 10441.3 n/a: use UPHD8 17219.6 (20)'/<" K 3" SDS 7/8" w/ 12" embed HDU5 10441.4 PHD5 17219.4 (14) Y4" K 2Y2" SDS 5/8" w/ 7" embed (mono) & 12" embed (stem) HDU8 10441.4 PHD6 17219.4 (20)'/4" x 3" SDS 7/8" w/ 12" embed HETA16 14473.3 HTA16 17680.4 (10) 0.148" x 11/2" 4" embed HTS20/24/30 10456.6 HTW20/24/30 17244.8 (10) 0.1 8" x 3" in each end - (20) total n/a HTS M 16/20 11473.12 HTWM 16/20 6223.2 (8) 0.148" (4)'/4' x (4)'/4' x x 3" into wood 2'/4" Titen into CMU 1% Titen into concrete n/a HTT4 11496.6 HTT4 17324.2 (18) 0.1 '2" x 2Y2" 5/8" w/ 7" embed (mono) & 12" embed (stem) HTT5 11496.6 HTT5 17324.2 (26) 0.132" x 2Yz" 54'w/ 7" embed (mono) & 12" embed (stem) LTP4 10446.13 MP4F 17244.24 (12) 0.131" x 1Y2" n/a LSTA18 10852.6 LSTA18 17244.18 (7) 0.14 " x 3" in each end - (14) total n/a LTS12 10456.7 LTW12 17244.8 (6) 0.143" x 3" in each end - (12) total n/a MSTA24 10852.9 MSTA24 17244.18 (9) 0.14$" x 3" in each end - (18) total n/a MSTAM24 11473.11 MSTAM24 17325.1 (9) 0.143" (5) W x (5)'/4" x x 3" into wood 21/4" Titen into CMU 13/4" Titen into concrete n/a MSTA30 10852.9 MSTA30 17244.18 (11) 0.1 8" x 3" in each end - (22) total n/a MSTA36 10852.9 MSTA36 17244.18 (13) 0.1,18" x 3" in each end - (26) total n/a MSTAM36 11473.11 MSTAM36 17325.1 (13) 0.1 (8)'/4" x (8)1/4" x 8" x 3" into wood 2'/4' Titen into CMU 1W Titen into concrete n/a MTS12/20 10456.8 MTW12/20 17244.8 (7) 0.148" x 3" in each end - (14) total n/a MTSM16/20 11473.12 HTWM16/20 6223.2 (7) 0.143" (4)'/4' x (4)'/4" x x 3" into wood 21/4" Titen into CMU 1'/4' Titen into concrete n/a PA51 13326.4 TA51 N/A (14) 0.162" x 21/2" or (14) 0.162" x 3Y2" 4" embed SPH4/6 10456.12 SPTH4/6 17244.32 (12) 0.1 48" x 1'/2" n/a SSP 10446.1 RSPT6 17244.29 (4) 0.14 (3) 0.14 " x 1'/2" into studs "x 1'/2" into double plate n/a STHD14 13326.7 STAD14 17230.3 (30) 0.1 8" x 3 W 14" embed Notes: 1.) All connectors manufactured by Simpson Strong -Tie or MITEK/US 2.) Mono = monolithic concrete; stem = masonrystemwall or bond beam 3.) Anchorage refers to threaded anchors with noted diameters and embedment (U.O.N.) depths Clay Masonry (Brick): 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and Hollow Brick, respectively. Grade MW shall be used. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" D.C. vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall openings reater than 16" in either direction and shall be spaced more than 36" o.c. and placed within 12" of the openings. 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 22 gage by 7/8" corrugated and fastened with 1 '%' galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at CMU walls. 4. Unless otherwise noted on the plans, a steel angle L4x4xl/4 shall be used for supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the length of the opening exceeds 6'-0" hen 9 p 9 t 3 the steel angle shall be attached to the wood framing with x 3" la screws 12" 9 9 /a 9 @ o.c. or Simpson %4' x 3" SDS screws @ 12"o.c. WOOD FRAMING: 1. All wood framing has been designed in accordance with "National Design Specification (NDS) for Wood Construction," 2015 edition. 2. Southern Yellow Pine member design incorporates design values for all sizes and grades of visually graded Southern Yellow Pine dimension lumber per "Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by the Southern Pine Inspection Bureau (SPIB). 3. All wood members exposed to weather or in contact with masonry, concrete or soil shall be treated with an appropriate preservative suitable for the exposure conditions. 4. If ACQ treatment is used on any wood member, then all nailing shall require hot -dipped galvanized nails meeting ASTM Al 53, Class C, or ASTM B695, Class 50. If borate treatment is used then galvanizing is not required. 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 7. The Truss Manufacturer shall submit shop drawings and design notes with a registered Engineer's seal for approval. Design notes shall include the rated load capacity of the truss to truss connectors, and the manufacturer's license to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and installation drawings showing size, shape and layout. 8. Jobsite handling and erection, including temporary bracing, during installation of trusses shall comply with TPI / WTCA BCSI 1. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss Connection Schedule. 10. All gable ends shall be balloon framed or braced in accordance with the applicable detail as shown in the structural drawings. 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall be provided by others. 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: LVL or Parallam LSL E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi Fc =750 psi Fc =900 psi Fv=285 psi Fv=310 psi 13. Fasten plies of 1 '/4" wide engineered lumber as follows: 2 -ply beams with (3) rows of 0.131"x3 Y4" nails @ 12"o.c. 3 -ply beams with (3) rows of 0.131"x3'/4' nails @ 8"o.c. (each side) 4 -ply beams with (2) rows of Simpson 6 3/4" long SDW screws @ 12" o.c. STRUCTURAL STEEL: 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Buildings Steel f r o (latest editions). a. Welded Connections: AWS D1.1 b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or ASTM A53 (Fy=35 ksi) 2. All structural steel connections and fabrications shall comply with AISC specifications. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. 8. Field touch-up after installation where required to restore final finish. HARDWARE AND ANCHORS: 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, United Steel Products (USP), or Engineer approved equal. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. 3. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM Al 53, Class C, or ASTM B695, Class 50. 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by Hilti with Florida Product Approval and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. ROOF COVERING: 1. The contractor shall be responsible for the design and installation of the roof covering system. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements, 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation Manual," and the manufacturer's requirements. 4. Standing seam metal roofs shall comply with ASTM El 514 and be installed according to the manufacturer's requirements. 5. The contractor shall be responsible for the design and installation of all metal flashing and valley material. LU 2 E 0 00 u7 u N 1-1 N M E J O L.L. U J � > o Z a� O w U Cn W N � o = N Ww H CD L7 ch ro N w -zzr Zo rn ci IL W �CD N Q C-0 00 o0 J O rn a 00 v CU FLORIDA C.A. NUMBER: 25846 0 CU oy``` v ••••• C • :�,�� o o No. S cu S , o �,c�' ••. RID ••••°�Q�,`` c i' '5. 91 SON, PE co FL PE No. 50791 C a) CADc ca c O 0 U m 0 0 c a� CU M O U a� r 0 6 coco V _0 _ 0L L U 0 Cl) aU CU ILLJ W �. o m m E = FLLI O Z U) ai Q _ J FJ- �, I.L. Q '.. a� U w v C6 Z w -� O J o U d JOB NUMBER: 1 %-ZOSG COUNTY UJ a' NTS a� N DO NOT SCALE THIS DRAWING = RELEASE DATE: 01-26-18 U C a- DRAWN BY'. BTC(D c CHECKED BY. FSS w TITLE: a' GENERAL NOTES w -01 Cn = SHEET 00 r OS.1 N EO 0 M 19'-0" 50'-0" - - -- -- ---- PROVI RECESS Ft SHOWI I I � � c •L I I I — I.....—..—..—..—..—..—..—..—.... 00 I — — — — — 1� — — — Q) 0 n M E J O � U =3� W C� 2 "- c B 15'-10" 4" CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER 6 MIL VAPOR BARRIER COVERING CLEAN AND COMPACTED FILL. 3'-8" 0 ED 0 CN 3'-4" 1 5'-2" 1 I6' -8- O o ih J SD -1 — — — — — — — — — — — — — — — — — — -- I — — I I I I 30"x 30"x 12" PAD FOOTING - WITH (3) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 —--------_-------------J------- 9'-6" 1 91-01, FOUNDATION PLAN 9'-8" 50'-0" 2'-10" T-42" 19'-0" EST-EMWALL]] I I D o SD -1 M I I I I I I I I I I I IN rn LO I l 0 in CV EN CJ = SUGGESTED CONTROL JOINT LOCATIONS =DENOTES TWO STORY """"""' FOOTING CONDITION CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION. c � � c •L � l v O 00 W 1� N N Q) 0 n M E J O � U =3� W C� 2 "- c N c Z O c' o � E C.V Yui U CL c o = �N _ ,z LLJ N U Q0 n x ' ^ Q O (u V WC l / coo N W I- 00 C C/) CJ) LL W W /�M/�� E cr V O N = Q 0 L_ co W U) � - WO 0 O O Z )C � CL W -p '�T J Q C (u T }+ O Q c FLORIDA C.A. NUMBER: 25846 0 AS 0791 '�. s Cu e i 3: �\: n L III / •1 •� L.s•° \� \\\\ a� FLOYD S. SIMPSON, PE cu E FL PE No. 50791 >, COMMENTS C cl cu U CV N U v� c +a cn c cu cucu O Ti: O cn CU C O O c U N C.V c _ ,z U 0 O U ' ^ Q (u V WC Lu 00 C W W /�M/�� E O V = O U - WO Z )C � OO J Q }+ Q j c%4 W -t' DC c) v-- z LU w O N JOB NUMBER: COUNTY. c' 17-2056 DUVAL w %" = 1'-0" (U.O.N.) U DO NOT SCALE THIS DRAWING =r SE DATE:01-26-18 N BY:BTC KED BY: FSS W TITLE: 2' FOUNDATION PLAN =SHEET: 00 0 N S-2 0 TYPICAL ALL EXTERIOR WINDOW AND DOOR OPENINGS Z ry Q W `L Y) W N N = co (— X Z N N O cu U NOTE: EACH FRONT POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "U" ON SHEET SD -3 11 FULL HEIGHT WALL SHEATHING 11 CONT. (2) SPANS 2 2x6 HEADER (2) 2x6 BUILT-UP POST (MIN.) 2J 2K III 2 2x8, HEADER §7 T' 2 2x8. HEADER SW 3 — 2) 2x8 HEADER SW -3 II I III 2.J 2K III 2.J 2J 2K III III III III III NOTE: III III III III THIS OPEN PORCH CEILING REQUIRES A III III MINIMUM Y8" SHEATHING. FASTEN WITH 6d III w c' J 0 COM OR BOX NAILS AT 6"O.C. ON EDGES z _c O � III III III AND 1 "O.C. IN THE FIELD. III III III III III III () 2x12 TREATED PORCH III III III �___________= a) BEAM (TYPICAL) == 44 N WALL LAYOUT -FIRST FLOOR 1. INSTALL (jj MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 3. EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 18.4 psf± NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-l)/8" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 %" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. SHEARWALL LEGEND: NON-BEARING WALL o = BEARING WALL SW -6 = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2'/z") NAILS 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. SW -3 o = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2/2' NAILS P 3"O.C. ON EDGES A D 12"0. ON INTERMEDIATE SUPPORTS. SBS = SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL NOTE: ALL EXTERIOR WALLS SHALL BE 'SW -6" U.O.N. a WOOD FRAMED HEADER LEGEND: SIZE OF HEADER 2 2x HEADER J K QUANTITY QUANTITY OF JACKS OF KING STUD: NOTE: ALL WOOD FRAMED LOAD BEARING Hz-. DERS SHALL BE MINIMUM (2) 2X6 No.2 OR Fz_TTER } SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O. U C c 1 v a� c 00 C� w N M 21 E N J O u_ U E w c' J 0 z _c O � c N (/-i �� c/) 2) Q fl c FTS o = a) N U) a? C.0 cr) m n. x p) 0 0 N Lu ' d ��c � z � U)Li O ::D— FT1 (D o N Q ~ W 0 0 0-) Q O a L c O N U cu FLORIDA C.A. NUMBER: 25846 o1 1 `we '00 `Ifay a) ••• V a•• i .079/ a,T • e I e t. a) • / L • '* z • 0 o v e a ; "' „ 1111100 `m 1, 01-26-18 FLOYD S. SIMPSON, PE E FL PE No. 50791 COMMENTS: C6 c a) C CO U 0 Ll) Q O U a) O 0 c ID c� c c� 0 C'3 (A C U) a) N m a) U a) N c a) c CQ (n m a) N C 12 a0 a) a) S C 0 T Q O U a`) 0 c m Q 0 0 U U IA Lu W o m m m EI 0 V o = - W Z CD cn J FJ— > cq W m cq 0 r Y Z w 6 O w J O (, aD c) a J06 NUMBER: 17-2056 COUNTY: DUVAL w sp DO NOT SCALE THIS DRAWING = RELEASE DATE: 01-26-18 U C a� c FNBC w2" LAYOUT FLOOR OD C) S�3 O TIE -DOWN LAYOUT -FIRST FLOOR 1. INSTALL (jj MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 0 THREADED ROD LEGEND: _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE.(4" MINIMUM EMBEDMENT REQUIRED) O = %" THREADED ROD FROM FOUNDATION TO UPPEP FLOOR DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQU'PED) 1 p = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE = HOLDOWN (AS NOTED) INSTALLED AT SILL WITHP, )D COUPLER $" THREADED ROD FROM FOUNDATION TO UPPED =LOOR DOUBLE PLATE. 1 c U C � � C r 1 V a) C Z� C Q Lu N ` p M J O LL U O = ' j n twJ W _c� _J O ` HOLDOWN C= .......... ...........'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'..' .............'.. . W TT5 H . . .............. x O E, HOEDOWN O Z rn H c/) LL ::D— _ L rTl W v = 8" TYPICAL ¢ CO II � cu � O O L 00 \� c C, 0 a> cn cnc FLORIDA C.A. NUMBER: 25846 . ........... . a> � cu N„ttttp1111111Jllllp(i(/(//// `Sh / HTT N '� SCI>9 y `p 2 ca 3, T TE pF HOLDOWN .:' HTT5 n' ,\ /`1t1��\\V`t``,. FLO'tUI�d SON, PE ."91 FL PE No. 50791 COMMENTS. HOLDOWN c a� c C, U TT2-Z HOLDOWN 0- 0 U • O ALIGNED w/ STRAPS 0 c a) U) :T ABOVE c 3 a a c c>z ui c U) N a TT5 U) co a) a m a> HOLDOWN c ui c 2) U) a� a a c c>z vi C13 0 (l a� c 3 0 V) 13 TT5 a) c c C HOLDOWN C a .Z D TT5 U .. HOLDOWN III V T III III ......... � 75 W III :: ......... .. HOLDOWN � m LSTA18 EACH LSTA18 EACH III III L$TA1.8 EACH HTT5 = O W END OF HEADER CD END OF HEADER END OF HEADER HOLDOW Lf v U) III HTT5 w HTT5 T W Q R III HOLDOWN uj HOLDOWN III U r R _ SD -3 III III III III III III w O = v J U III III III III III III P SD -3 III III III III III NOTE:-__ III u JOB NUMBER: 17-2056 COUNTY: DUVAL III III III III III III v %" = V-0" (U.O.N.) EACH FRONT POST SHALL BE TREATED n DO NOT SCALE THIS DRAWING RELEASE DATE: 01 -26-18 6x6 POST ON ABU66-Z POST BASE D DRAWN BY: BTC STRAP POST TO EACH BEAM ABOVE " TITLE: TIE -DOWN LAYOUT n FIRST FLOOR WITH (1) H6 -Z CLIP OR (1) MSTA24-Z SHEET: 0 D v TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "U" ON SHEET SD -3 TIE -DOWN LAYOUT -FIRST FLOOR 1. INSTALL (jj MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 0 THREADED ROD LEGEND: _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE.(4" MINIMUM EMBEDMENT REQUIRED) O = %" THREADED ROD FROM FOUNDATION TO UPPEP FLOOR DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQU'PED) 1 p = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE = HOLDOWN (AS NOTED) INSTALLED AT SILL WITHP, )D COUPLER $" THREADED ROD FROM FOUNDATION TO UPPED =LOOR DOUBLE PLATE. 1 c U C � � C r 1 V a) C Z� C 00 CN N Lu N ` p M J O LL U O = ' j n twJ W _c� _J O ` Z - O C= Q W a' N H C/) dM- x O E, Co W' N W �t O Z rn H c/) LL ::D— _ L rTl W v = ¢ CO H- W � cu � O O L 00 \� c C, 0 a> cn cnc FLORIDA C.A. NUMBER: 25846 0 a> � cu N„ttttp1111111Jllllp(i(/(//// `Sh / O N '� SCI>9 y `p 2 ca 3, T TE pF .:' n' ,\ /`1t1��\\V`t``,. FLO'tUI�d SON, PE ."91 FL PE No. 50791 COMMENTS. c a� c C, U O a� 0- 0 U a) Q O 0 c a) U) :T c 3 a a c c>z ui c U) N a U) co a) a m a> c ui c 2) U) a� a a c c>z vi C13 0 (l a� c 3 0 V) a) c c C C a .Z D U 0 V T � � 1 v W W � m m O V = O W z CD ll Q Lf v U) ll w 1 T W Q N uj ll FF- U r _ z Lu w O = v J U ry d P u JOB NUMBER: 17-2056 COUNTY: DUVAL SCALE v %" = V-0" (U.O.N.) n DO NOT SCALE THIS DRAWING RELEASE DATE: 01 -26-18 D DRAWN BY: BTC CHECKED BY: F SS " TITLE: TIE -DOWN LAYOUT n FIRST FLOOR 3 [ SHEET: 0 D v NOTES: T \ a� v c 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 c co FULL HEIGHT WALL SHEATHINGM STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9' 1 %" U.O.N. w N 2) E O J O 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4LL 0 w a, SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1)/8" - U.O.N. x J a, E > c 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. z NOTIFY ENGINEER OF ANY VARIATIONS.0 0 E O N � NOTE: oN = INSTALL SOLID BLOCKING BETWEEN 41- FLOORS AT ALL SECOND FLOOR W BUILT-UP POSTS. cn5 C.0 U) C-) x O Q' N W Z rn OCn Li V� N Q co H— W Cn T Q O a co T C (B 0 O C cn N c" FLORIDA C.A. NUMBER: 25846 0 00 oil cu 10 0 op � n�runuunr��nr SSP CLIP TOP AND BOTTOM@ 32"O.C. AND Ux 4 o % Orgy ' / SDS SCREWS INTO EACH FLOOR TRUSS BELOW 4n s cz AT 24" O.C.< • • . • o LE TYPICAL ALL S .: I � "�1fi1'128°'1g'"•� c FLOYD S. SIMPSON, PE EXTERIOR WINDOW AND SD-3 DOOR OPENINGS � FL PE No. 50791 >' COMMENTS. cu C • N cm ca .......... . . . ............. ......................... ......... . .................. . . ............. U O C01 O ' U 2 2x8 HEADER 2) 2x6 BUILT-UP 2 J 2 K : • POST (MIN.) o • o ::...................:: o (2) CS16 a� BETWEEN FLOORS 3 . a c • ca uic a vi c� a� :................................................................. m ........ ...... : ............................ vi ............................................ . c o cu ::.'-:.'.'.'...'..'.. ................ vi THREADED ROD LEGEND: CD • ""' (2) CS1 = 8" THREADED ROD FROM FOUNDATION BETWEEN ..• TO DOUBLE PLATE. cm FLOORS ALLOON FRAME WALL (4" MINIMUM EMBEDMENT REQUIRED) """""" w/ 2x6 STUDS @8"O.C. • _ /" THREADED ROD FROM FOUNDATION co„ TO UPPER FLOOR DOUBLE PLATE. a' (4" MINIMUM EMBEDMENT REQUIRED) 2 2x6 HEADER 2 2x6 HEADER 2 2x6 HEADER c, 2 J 2K 2 J 2K 2 J 2K O= HOLDOWN (AS NOTED) INSTALLED AT SILL L T SHEARWALL LEGEND: U III SW-3 SW-3 III SW-3 � III ADDITIONAL (2) CS 16 STRAP 2) CS16 STRAP ADDITIONAL I = NON BEARING WALL 0 BETWEEN FLOOR BETWEEN FLOORS m V III MTS 12 STRAP ALIGNED w/ ALIGNED w/ MTS12 STRAP III 2 CS16 STRAP 0 = BEARING WALL c V J AT BEAM HOLDOWNS BELOWHOLDOWNS BELOW AT BEAM III BETWEEN FLOORS _ III __j-5 III ALIGNED w/ _ SW 6 _ Q V SHEARWALLS FASTENED WITH 0 I I I W a Q w III HOEDOWNS BELOWCO Q _ � CO 8d COM (0.131"x 2%z") NAILS @ W W III X " c� III 6"O.C. ON EDGES AND 12"O.C. — ^ p p III ON INTERMEDIATE SUPPORTS. O m m I I I c SW-3 _ E V ' I I v III O = SHEARWALLS FASTENED WITH o0 = F. O III III 8d COM (0.131"x 2Y") NAILS @ "U) Q Q YO.C. ON EDGES AND 12"O.C. aa) _ NOTE: III III ON INTERMEDIATE SUPPORTS. ai (n _j Q EACH BALCONY POST SHALL pF___ III (2) 2x12 PORCH III a N J III III SBS = SHEATH BOTH SIDES OF WALL > W Q >- TREATED 4x4 POST STRAPPED TO BEAM (TYPICAL) O AT INDICATED SHEARWALL 2 O > N W FRAMING BELOW WITHMSTA36-Z STRAP=________===================_ALA U STRAP POST TO EACH BEAM ABOVE GUARDRAIL BY BUILDER NOTE: ALL EXTERIOR WALLS SHALL BE "SW-6" AND 0 SHALL BE NAILED @ 3"O.C. TOP AND BOTTOM PER � z w WITH (1) H6 Z CLIP OR (1) MSTA2DETAILS "A" & "B" ON SHEET SD-2- U.O.N. 6 w0 NOTTE:E: WOOD FRAMED HEADER LEGEND: J THIS OPEN PORCH CEILING �, U � a� REQUIRES A MINIMUM 8" SHEATHING SIZE JOB NUMBER: COUNTY: FASTEN WITH 6d COM OR BOX OF HEADER w 17-2056 DUVAL NAILS AT 6" O.C. ON EDGES AND 12" O.C. IN THE FIELD 0 %" = V-0" (U.O.N.) 2 2x HEADER N DO NOT SCALE THIS DRAWING _J _K = RELEASE DATE: 01-26-18 QUANTITY QUANTITY ci OF JACKS OF KING STUDS c NOTE: DRAWN BY: BTC ALL WOOD FRAMED LOAD BEARING HEADERS a, CHECKED BY: FS SHALL BE MINIMUM (2) 2X6 N0.2 OR BETTER W TITLE: SYP. ALL EXTERIOR HEADERS SHALL BE 2' WALL AND TIE-DOWN INSTALLED WITH MINIMUM (2) JACKS AND � LAYOUT - SECOND FLOG WALL AND TIE-DOWN LA OUT - SECOND FLOOR_ INTERORTOAUD ABEARINGHECH DEER. ALL = sHEEr. INTERIOR LOAD BEARING HEADERS SHALL BE ap INSTALLED WITH MINIMUM (1) JACK AND p (1) KING STUD. (U.O.N.)cli S�5 U 0 0 0 HTS24 AT TRUSS 0 0 0 11 11 1 Nil J01 - JO2 � JO 2x10 LEDGER w/ (6) 0.131" x 3",\ NAILS @ 16" O.C. (EACH STUD I INTERSECTING TRUSS WEB) NAIL INTO SOLID BLOCKING BEHIND HANGER AT GIRDER X06, mos m N m M m �t m HTS24 �:: CO m m 0 B07(6) H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 m ...... ......... N O Q ......... O a .............. �. . O a O I �o I J04(10) ;. ... ......... ......... ....... U) o -- U 0 F01 HTS24 AT TRUSS Q U 0 U / A cu W W o m m F02(8) o = O H �. Z CD� a Q _ C:) 0 0 >.Lua > F03 LV 2 HTS24 AT TRUSS F05 FO -6 F07(3) LUS210- HANGER (TYP.) 2x10 TREATED LEDGER w/ (2))/4" x 3 Y" SDS SCREWS INTO EACH STUD or INTERSECTING TRUSS WEB (16" O.C. MAX) 0 TREATED FLOOR JOISTS @ 16" ( (TAPER UP TO � FOR DRAINAGE) TREATED RIM BOARD (TYP.) ROOF TRUSS LAYOUT- LOWER LEVEL J01 J02 J03 J03 J02 J01 NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT A01 HTS24 HTS24 0 ALL TRUSSES -U.O.N. H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL. 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. U C � O � l C V a) C Op LO N W 2 M E O J O a LL U n r j n W _c� E C O � Z •� c0 W o Y +) N / U u C N rTl w � W W to F- CD L7 a) CO N cm W d - z rn o C LL [� c: r N 00 U) Oc� � � O C O� Q 00n a v FLORIDA C.A. NUMBER: 25846 n 0 a) , xri�rrnninuih�. o N SQ��7 > _ a) 42 cc 1-.13-. n�'A 0//i!!ll�i51Yti1HNeeeeee `m 01-26-18 FLOYD S. SIMPSON, PE cu E FL PE No. 50791 > COMMENTS: co a) 0 r� co U 0 a> Q 0 U a� 0 0 c a� nz c•. c a� 0 C U co U) U 0 Q U 0 U / A cu W W o m m o = O H �. Z CD� a Q _ J >.Lua > cq LV 2 c Z U r W +� w O J Q' U m JOB NUMBER COUNTY: 17.2056 DUVAL Lu %" = V-0" (U.O.N.) U) DO NOT SCALE THIS DRAWING = RELEASE DATE: 01-26-18 U C DRAWN BY: BTC a) C Ej) CHECKED BY: FSS W TITLE: 2) ROOF TRUSS LOWER LEVEL N = SHEET. 00 S�6 0 Q CD 0 J071/,j J09 ........... ... ... .. HTS24 ATS` TRUSS C01 CO2 CO3 C04 C05 C04 D04 ............. .. .................. D03. D02 D01 E06 E05 J1 E04 III III E03 III III E02 MTS12 AT III TRUSS E01 III J08 III �� ill 10) J07 ��`O =L 0 0 m co 0 1� J07 ........................................ ti 0 0 ROOF TRUSS LAYOUT -UPPER LEVEL MTS12 AT TRUSS HTS24 AT TRUSS --- — NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID .............. INTERMEDIATE RIGHT C01 HTS24 HTS24 E01 MTS12 MTS12 ALL TRUSSES -U.O.N. H2.5T OR SDWC 15600 J10 0 a c J07 U ti 0 0 ROOF TRUSS LAYOUT -UPPER LEVEL MTS12 AT TRUSS HTS24 AT TRUSS --- — NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL. TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT C01 HTS24 HTS24 E01 MTS12 MTS12 ALL TRUSSES -U.O.N. H2.5T OR SDWC 15600 H2.5T H2.5T OR OR 1 SDWC 15600 SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL. 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. U c � C C ap lC> c N W N co E � J O n u- U r j n W c� 2 '/J J_ a`) E 2 Z O c' E U O Q ) Q rTl N W O = � N rTl Wu � W cn NL� U) C -0 a) p co � N W -dt cu c Z m o c/) LL- CD LCD 4= ^ = N Q co � fl O ao -a v 4 >, C= C, 0 a a� c U) cn FLORIDA C.A. NUMBER: 25846 .n 0 cu `� S •. L ., �. s NO. 5079 2 > z /scu T '0 A' ATE OF IDP,.�� NA NSA L „E,, 01-26-18 FLOYD S. SIMPSON, PE cu E FL PE No. 50791 � COMMENTS cu c 8 m 0 0 c a� cu cn c .3 a a c cu c cn a� a cu a� a U) m c U) a� a a c cu u cu 0 vS c a m a� c L N L 0 a c U co a Q U 0 cl) a Lj 0 SW G /L W W 0 0 U ' o = O .� 0 Z CD a _ c J Q , W m � F— C.) r Z w 6 w O c J � a� JOB NUMBER: COUNTY 17-2056 DUVAL Lu %" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING _ ..... v. ✓ 01-26-18 U C C DRAWN BY: (D BTC C cy)CHECKED BY: FSS W TITLE: a' ROOF TRUSS LAYOUT UPPER LEVEL = SHEET: 00 r O 04 BRICK VENEER WITH 1"AIRSPACE AND WALL TIES U c 0 c o0 BRICK VENEER WITH 1" A,IR SPACE w �� N CONT. FLASHING; PROVIDE WEEP AND WALL TIES _j HOLES @ 33"O.C. J a O GROUT AIR SPACE BELOW FLASHING \��// SILL PLATE CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. I I I I CONCRETE SLAB I o 14 p X GROUT AIR SPACE BELOW FLASHING cn �.� Y �, CONCRETE SLAB SILL PLATE ' ° r °' I i I E 04 Z ° I o \ \ \ \ N.CONCRETE SLAB eo GRADE / / / / //�i I \ \ \ \ \ \ \ \\j\ \ \\j\\j\\j\\j\ I BEARING POST (AS NOTED) 3 GRADE \\\ \\\\ /\' .--�----a (1) #5 CONT. GRADE \\//\\ \\ \//\\//\\//\\�/ CONCRETE SLAB \//\//\ \ \//�/ � C r:1 \\ \\/\\ \\ \� \ \ \ \ \ (1) #5 CONT. CONCRETE SLAB CONCRETE SLAB m L Q cn CMU STEMWALL WITH (1) #4 @ 48"O.C. H o \�8" AND IN EACH CORNER. - oz \ _ /\ \ \ /\/\/\ ADD 8" x 16" CMU TO INSIDE OF Zo _ ,° \ ADE \ \ \ GRADE ° \\\\\\\\\ �;_ o --- �' Of w v C? - o"\// \\\/j FILL CELL SOLID AT EACH #4 REBAR. �ij\/ i HOOK REBAR 12" INTO SLAB AND 6" INTO \\\ y , : o �/% \\//\\ �° //%\//%\\//% STEMWALL AT POST LOCATION WITH ° ° �`o\//\\///\\/��`// „ ^' �! //\\//� (1) #4 VERTICAL IN EACH ' o--- - -=- <n \ \\ o ° ` \� o z rn FOOTING. ° \//\ O � ji\\/ �i� 6 \\ �\ 1'-8" ONE STORY 2 #5 CONT. 1'-5" ONE STORY - 3 #5 CONT. AS (AS NOTED) REINFORCEMENT (AS NOTED) TED REINFORCEMENT (AS NOTED) 1' 0" (1) #5 CONT. (AS NOTED) REINFORCEMENT (AS NOTED) 00 1'_8" TWO STORY - (3) #5 CONT. 1'-9" TWO STORY - (3) #5 CONT. rn cB O SECTION STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK Eco SECTI N - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE K SECTION - THICKENED EDGE P SECTION - INTERIOR BEARING PAD FOOTING A - SD 1 NOTE: IFSTEMWALL SD -1 cuo r - SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT HEIGHT EXCEEDS 48" CONTACT SD 1 ENGINEER FOR ADDITIONAL REQUIREMENTS. EN INEER FOR ADDITIONAL REQUIREMENTS. a� c FLORIDA C.A. NUMBER: 25846 SILL PLATE U- PA51 STRAP NAILED TO GARAGE DOOR POST. BEND STRAP INTO - STHD14 STRAP NAILED TO 3" MAXIMUM OVERHANG (OPTIONAL) o >1 CONCRETE SLAB X z LL D FOOTING AS SHOWN. GARAGE DOOR POST. a CONCRETE SLAB ��,,. ,.+` o`` r •7I/• SILL PLATE o c� INTO FOOTING < EMBED "' CONCRETE CONCRETE SLAB `` \•©�°�-x 'O�r-% C14 AS SHOWN. uj o �. \\ \\ \\ \\ z GRADE CONCRETE SLAB v z #4 WITH 6" HOOK INTO FOOTING Z o AND BENT 12" MINIMUM INTO a w j/\i \\\\\\\\\\\ / / CURB HEIGHT VARIES o a oo /moi _ _ _ _ a _ = THICKENED EDGE. o (1) #5 CONT. T x GRADE \\\ \\\� (1) #5 CONT. \\ \\ \ \ /OBJ \ STEMWALL WITH 1 #4 48"O.C. / _ GRADE ° %,J' ° GRADE /%\�/� \\ \\ \ \ \ / // // \/ /\\/\\/\\ 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. - ; , /\ o . \ --- //< ' 3 E -, °• C % �'•. R� P .°'•e •� ° v ,eco AND IN EACH CORNER. j\//\// a / /\y CD \%\\%` FILL CELL SOLID AT EACH #4 REBAR. z `�\\�\\/\\� '� // // //` ° a ° a ° 4 ° ° \/\/\AND IN EACH CORNER. \/\\/\� 0 \/ '° \//\// FILL CELL SOLID AT EACH #4 REBAR. ° - \// \//\\/% �`/ / / / \�\\, /\ /\\� •,,r��%V Geos°+. Q AL fN l ¢61" \ / HOOK REBAR 12" INTO SLAB AND 6" INTO 04 j\y\\ \\ FOOTING. \ /\ \ \ /\\/\\ = = ' ° ° • ° ° \ \ \ II /< °� - = / / , GRADE \/\/ \ ° �. \/\\ HOOK REBAR 16" INTO PORCH SLAB AND 6" INTO FOOTING. 8" (1) #4 CONT. c FLOYD S. SIMPSON, PE \\ \\\ \\\ \\\ ° °/�; Vx�\�\///\\ e = _ _ _ //\/// >' = No. 5 791 6n /\// COMMENTS: V-8" ONE STORY 2 #5 CONT. V-0" ONE STORY 2 #5 CONT. \' //�\//\\//\\//\\//\\//\\ \\/\\/\\/\\/\\/i\ \�\\\,�\\/\\/\//\\\/ ///// \/,\\\\ NOTE: 1-8 (2) #5 CONT. � TWO STORY 3 #5 CONT. 1'-4" TWO STORY 2 #5 CONT. 1' 8" () () REINFORCEMENT IS NOT REQUIRED * * * * a, ALTERNATE; INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA -51 STRAP OR STHD14 STRAP (SEE DETAIL R ON SHEET SD -1) TO PASS THROUGH SLOTS IN STRAP. cu SECTION - STEMWALL SECTION - MONOLITHIC F DETAIL - PA51 INSTALLATION STEMWALL DETAIL - STHD14 INSTALLATION MONOLITHIC L SECTION - PORCH STEMWALL Q SECTION - NON-BEARING STEPDOWN B SD 1 NOTE: IFS SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT 0 SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT EMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. a� r T SHOWER AREA r - j SHOWER AREA 0 I - I ----- `- - MONOLITHIC FOOTING co BRICK VENEER WITH 1"AIRSPACE m AND WALL TIES 8" CMU STEMWALL J I ORM EDGE 0 a CONT. FLASHING; PROVIDE WEEP PAN VIEW PLAN VIEW c� HOLES @ 33"O,C. GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH 1" AIR SPACE SILL PLATE AND WALL TIES cz (D SILL PLATE (1) #5 CONT. CONT. FLASHING; PROVIDE WEEP FILL JOINT WITH ELASTOMERIC HOLES @ 33"O.C' GROUT AIR SPACE BELOW FLASHING JOINT FILLER 6" MIN. (1) #4 CONT. SILL PLATECIO (2) MSTAM36-Z STRAPSui •N X a SILL PLATE CONCRETE SLAB HEIGHT OF CURB VARIES a CONCRETE SLAB a v, NAIL EACH STRAP TO CRIPPLE STUD a WITH (13) 10d COM NAILS _0 N 6" MIN. CONCRETE SLAB N 1 #4 CONT. 0 0 0 - o FASTEN STRAP TO FOUNDATION c° - --- HEIGHT OF CURB VARIES (8"MAX.) • z 6" MIN. HEIGHT OF CURB VARIES 8" MAX. ( ) \\ \\ \\ \\ w WALL WITH 8 /a x 2 /a CONCRETE SCREWS O' " ' " \/ °° \\ \\ \\ \\ GRADE CONCRETE SLAB co GRADE //\\\/�\//% \\//\ \\//\\i o Q INTO MASONRY OR ((8) Y" x 1 %" CONCRETE �' GRADE /\/� /\/\/\/\ CONCRETE SLAB N / , SCREWS INTO CONCRETE. CONCRETE SCREWS SHALL BE POWERS "TA P PER WITH �i /////\///\ \/8" CMU STEMWALL WITH (1) #4 @ 48"O.C. °, ° ADE / / / / ,----- 5 GRADE1) # COT \ \ \/- 8" CMU STEMWALL WITH #4 48"O.C. _ Z PERMA SEAL FINISH OR EQUAL. - _ C=> \\/\\ AND IN EACH CORNER. /j : /j\/j ° q z / / ° , /\\/\ - \/ FILL CELL SOLID AT EACH #4 REBAR. \�\\\/ ,� .�//i co \ / /\\\\ / //\ \//\ / // // ° // //� \\ j\\\ o _z �"\�j\\j , /\\j� / 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. // // // " // // (1) @ /\//\//\//\� \ / /\\/\\/\� AND IN EACH CORNER. ' //\//\ STRAP SHALL BE COVERED WITH SIDING ORcn m \ ` . \j/\ HOOK REBAR 12" INTO UPPER COURSE OF o \ o \ `-.\\ ° \//\\/j AND IN EACH CORNER. %\%\\% ' ° ' ` /\\\/� / /\ - / FILL CELL SOLID AT EACH #4 REBAR. \\ \\/\\� `° STUCCO `J \\\ \\\ \\ BLOCKS AND 6" INTO FOOTING. \/ // /////// /%\//\//\ /\\/\\/ ��\j/\\ \\�\\ .. \. �\/� , FILL CELL SOLID AT EACH #4 REBAR. /j // / // // //\//\// \\ �\\ice �- �/ ,�/j\\// HOOK REBAR 16" INTO PORCH SLAB AND \ ° \/\ 6" INTO FOOTING. °� = _ ° NOTE: .� 6 \\��\/ \\j/\\\�j /\ /\/\ HOOK REBAR 12" INTO SLAB AND 6" INTO j\� j\\j/\jj\\/ /// \\/\\\\\\ \\/ / / , \/\/ THIS DETAIL MAY BE SUBSTITUTED FORcm \\ \ '%// V-5" ONE STORY 3 #5 CONT. 6' FOOTING.\,\\,, \ \\��\\/ 6 EITHER THE PA51 STRAP (STEMWALL) OR n o 1' 8" ONE STORY 2 #5 CONT. 1' 9" TWO STORY (3) #5 CONT. V-8" 1-0' ONE STORY 2 #5 CONT. ONE STORY 2 #5 CONT. 1'-4" TWO STORY - (2) #5 CONT. V-8" (2) #5 CONT. THE STHD14 STRAP (MONOLITHIC). \\\ U 1'-8" TWO STORY - (3) #5 CONT. 1' 8" TWO STORY (3) #5 CONT. o c V SECTION STEMWALL AT GARAGE WITH BRICK SECTION -MONOLITHIC AT GARAGE WITH BRICK G SECTIO - STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER M SECTION - PORCH STEMWALL WITH BRICK R DETAIL - ALTERNATE FOR PA51 STRAP OR v C - SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" SD 1 NOTE: IF S] EMWALL HEIGHT EXCEEDS 48" SD 1 NOTE: IF STEMWALL EXCEEDS 48" SD 1 STHD14 STRAP V ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADGHT DITIONAL TIONAL REQUIREMENTST o V) Q W W o m m E = O SILL PLATE cn N 0 CD Q Z J (1) #5 CONT. NOTE. T W Q J Lu FILL JOINT WITH ELASTOMERIC SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) �' � N W JOINT FILLER AS SOON AS THE CONCRETE HAS HARDENED ENOUGH d" x CONCRETE SLAB a SILL PLATE NOT TO BE DAMAGED DURING THE CUTTING PROCESS. TREATED POST c - U w SILL PLATE SILL PLATE (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) 6 z w O cli z PAVERS BY OTHERS ABU__ POST BASE WITH � U /\�/\�i 6" MIN. HEIGHT OF CURB VARIES (8" MAX.) \/ CONCRETE SLAB CURB HEIGHT VARIES �" GALV. ANCHOR EMBEDDED 8 12" p� JOB NUMBER: COUNTY: 17-2056 DUVAL GRADE /\\/\\�/\\/ °O GRADE --\CONCRETE SLAB CONCRETE SLAB FILL CUT WITH 1" DEEP x%" WIDE SAW ELASTOMERIC CUT AT DENOTED (SET XP ADHESIVE) o 1 " - / = V-0" (U.O.N.) CMU STEMWALL WITH (1) #4 @ 48"O.C. ' ° \ \ '-�- --a Q— _ --'�-� --. -,-�- -— -� FILLER LOCATIONS. DO NOT SCALE THIS DRAWING RELEASE DATE: 01-26-18 AND IN EACH CORNER. q 0 \j/ • \%\\%// FILL CELL SOLID AT EACH #4 REBAR. \\/ + \\/\`\/ HOOK REBAR 12" INTO UPPER COURSE \'/\\%\\% ° °/\\%� OF BLOCKS AND 6" INTO FOOTING. \ \ q \ \ \\ ° - \�/j\/// ° a a \ \ \ °' �,a\//�/j% / /i / \ w_ / a --- -- . — \\�\ \\ ° '° ° ° - • o j a //\ ° \s\ j�//\�/ \ \ d /\ \ \ • a; ,• • A. k ) ti r . 8" TALL, 12" SQUARE GROUTED CMU OR CAST -IN-PLACE _ v \ \ \//\//\/� / • • .'.. .. , AA' - CONCRETE PEDESTAL ON 24"X 24"X 12" PAD CD DRAWN BY: BTC // FOOTING WITH (2) #5 EACH WAY c CHECKED BY: FSS V-0" ONE STORY 2 #5 CONT. ' " 1 4 ONE STORY 2 #5 CONT. 1'-4" 2 0 " �' 1' 8" ONE STORY 2 #5 CONT. 1' 4" TWO STORY - (2) #5 CONT. ONE STORY - 2 #5 CONT. CONCRETE SLAB- w TITLE: V-13" TWO STORY - (3) #5 CONT. 1'-8" TWO STORY - (3) #5 CONT. 1'-8" TWO STORY - (3) #5 CONT. � FOUNDATION DETAILS cn D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION - INTERIOR SD 1 BEARING I SECTION - BEARING STEPDOWN T SECTION - TYPICAL SAW -CUT CONTROL JOINT SD 1 U DETAIL - PAD FOOTING AT PAVERS =cn co 0 O SHEET'. SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT :.I 1 SD 1 ENGINEER FOR ADDITIONAL REQUIREMENTS. U � V C (TYPICAL DOUBLE PLATE SPLICE) c 00 48" MINIMUM SPLICE LENGTH TYPICAL HEADER TO KING STUD CONNECTION _ TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT MINIMUM NAILING OF (SEE DETAIL "E" ON SD -2) (16) 0.131"x 3" NAILS IN THIS ZONE. N NAIL EACH PLY OF KING AND JACK STUDS TOG ETHER \ I PL TE SYP #2 DOUBLE PLATE (U.O.N.) NAIL PLATES WITH 0.131"x 3" NAILS @ 8"O.C. JOINT IN LOWER PLATE JOINT IN UPPER PLATE WITH 0.131"x 3%" NAILS @ 6"O.C. STAGGERED STAGGERED (TYPICAL) � I DOUBLE PLATE THREADED ROD ASSEMBLY WITHIN THREADED ROD ASSEMBLY CENTERED TYPICAL STUD TO DOUBLE PLATE JACKS AND KING STUDS 6" OF SPLICE IN LOWER PLATE ON SPLICE IN PLATE OR THREADED ROD JACK STUD AND KING CONNECTION (AS NOTED) 8" MAX. 6" MAX. ALTERNATE: IF ROD IS GREATER ASSEMBLY WITHIN 12" ON EACH SIDE OF STUD REQUIREMENTS (SEE DETAIL "G" ON SD -2) THAN 6" FROM SPLICE ADD i JOINT. 6" MAX. (SEE WALL LAYOUT) HEADER (AS NOTED) HEADER NAILS AS NOTED MSTA36 STRAP CENTERED ON CHANGE IN 2x_ BLOCKING (TYPICAL) SSP AT SPLICE. ( PLATE HEIGHT ( IN TABLE �3) 0.131 "x 3 X" TOENAILS AT EACH ND (TYPICAL) JACK STUD NAIL EACH SILL PLY TO KING STUD KING STUDS WITH (3) 0.131"x 3Y" NAILS - TOENAIL I 2x4 BLOCKING BETWEEN STUDS TOENAIL OR ENDNAIL (TYPICAL) OR ENDNAIL EACH END TO ADJACENT BEVEL BLOCKING AS REQUIRED FOR NOTE: NAIL EACH PLATE TO JACK STUD jl/. /„ NAILS MAY BE TOENAILED OR BACK II WITH (3) 0.131"x 3%" NAILS TOENAIL / STUD WITH (3) 0.131 x 3X" NAILS MINIMUM 1 z NAIL PENETRATION INTO MAIN FRAMING MEMBERS NAILED THROUGH KING STUD HEADER NAILING REQUIREMENTS 2x6 (3) NAILS PER PLY 2x8 (4) NAILS PER PLY 2x10 (5) NAILS PER PLY 2x12 (6) NAILS PER PLY MY LVL (5) NAILS PER PLY 11 %" LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL (8) NAILS PER PLY OR Lu 2 M E (2) O r J O LL v Lli (3) (4) J (4) E L Z O c (5) c O N �� cn w Y 2) < a)E D Q O rTl N W o = N (DrT1 41z w N :D co C/) C-) m C coo N W -,Zr cZ a c m i cn Ll- OR ENDNAIL (TYPICAL) (TYPICAL) N (D CD (2) 2x_ SILL Q 00 2x_ SPF #2 STUDS @ 16"O.C. (U.O.N.) SHEATHING MAY CANTILEVER UP TO -moo, U) CR (SEE WALL LAYOUT) 2" MAXIMUM PAST SUPPORTS. ALL o jj WINDOW ATTACHMENTS MUST BE lf O ANCHORED INTO 2x_ MEMBERS. 0- 00 w „DOUBLE SILL REQUIRED WHERE OPENING -a WIDTH EXCEEDS 61" (u.o.N.) D DETAIL - TYPICAL ARCH TOP OPENING rE DETAIL - TYPICAL HEADER TO KING STUD CONNECTION THREADED ROD ASSEMBLY AT ca I NOTED SPACING (SEE DETAIL "DD" ON SD -3) SD -2 SD -2 0 /- 2x_ TREATED SYP SILL PLATE i. JOINT IN SILL PLATE � � APPLY SHEATHING HORIZONTALLY FOR STUCCO FLORIDA C.A. NUMBER: 25846 a) STUD TO PLATE NAILING* STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) APPLICATIONS, EXCEPT THAT 1 / 16 STRUCTURAL 1 RATED OR 15/ 32" RATED SHEATHING MAY BE ��4.. MIN.; �� ' �� ANCHOR AS REQUIRED INSTALLED VERTICALLY. NAILING AT STUD 12" MAX. BOLT (SEE DETAIL "DD" ON SD -3) �- TYPICAL STUD TO SILL PLATE TO DOUBLE PLATE NOTE: CONNECTION F STUD THREADED ROD ASSEMBLY SILL PLATES ON EXTERIOR WALLS (SEE DETAIL "G" ON SD -2) SD 2 (BEYOND) SHALL BE ANCHORED BY THREADED ROD,,' SUPPLEMENTED BY ADDITIONAL BUILT-UP CORNER POST ANCHOR BOLTS REQUIRED TO NAILING AT STUD MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) U BUILT-UP POST WHEN NOTED ON WALL LAYOUT) ( METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) METAL CONNECTOR ,_ - NOT REQUIRED TO SILL PLATE v NAIL EACH PLY WITH 0.131"x 314" SIMPSON Y" %" T TEN HD ROD COUPLER 1 1 11 11 STUD TO PLATE NAILING* STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) up 0 T oflilNn►lij,", � oG •. +rrer 1 c`a �� ' 7 "Nit•' L '•� •' O '�:• ° 50791 Z • R Y oma, ':•c`� q E O� :.• 'f �,jONgC EN 0 e x 6 a I NAILS @ 6 O.C. STAGGERED _ * ALL NAILS NOTED ARE 0.131"x 3)/4"01-26-18 DOUBLE PLATE cu c FLOYD S. SIMPSON, PE C DETAIL -TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE G DETAIL - TYPICAL WALL STUD CONNECTION > FL PE No. 50791 COMMENTS: SD 2 2x SPF #2 STUDS @ 16"O.C. 2x SPF #2 STUDS @ 16"O.C. SD 2 c THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL m QUICK -TIE AT NOTED SPACING @ 24"O.C. OR J"x 3 J" TAPCON c SCREW @ 32"O.C. SILL PLATE (BELOW) 2x_ No.2 SPF OR SYP #2 SUBFASCIA WITH (2) 0.131"x Sia" ENDNAILS AT TRUSS ROOF COVERING (BY OTHERS) i 2x_ CORNER FRAMING FULL 2x TREATED SYP #2 2x TREATED SYP #20 HEIGHT STUDS (TYPICAL) SILL PLATE ILL PLATE ROOF TRUSSES j y CORNICE DETAIL o (2) ROWS OF 0.131"x 3Ya" \ �. (BY OTHERS) / m H2.5A AT EACH LOOKOUT H2.5A AT EACH LOOKOUT NAILS @ 12"O.C. UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR LOAD ONLY OR / o STAGGERED (TYPICAL) EASED / 2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C. I c OVERHANG FOR OVERHANG METAL CONNECTOR ROOF SHEATHING (AS NOTED) ROOF SHEATHING - - -+#1 METAL CONNECTOR OR (AS NOTED) c / (AS NOTED) BLOCKING REQUIRED 2x6 OR 2x8 FRAMED WALL SIMPSON SDWC 15600 SCREW „ 15 3 " 2x4 SYP BLOCKING BETWEEN (AS NOTED) l /s OR /z RATED SHEATHING, EXPOSURE I - SHINGLE ROOF 2 LOOKOUTS 2x4 SYP BLOCKING SILL PLATE (BELOW) LJ @ 32O.C. U.O.N. 1%2" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF -a BETWEEN LOOKOUTS 2x4 CORNER FRAMING FULL DOUBLE PLATE DOUBLE PLATE _ / 132" RATED SHEATHING, EXPOSURE I - METAL ROOF BALLOON FRAMED HEIGHT STUDS FASTEN WITH 0.113" x 2 Y8" RING SHANK BALLOON FRAMED STUDS (AS NOTED) ® STUDS (AS NOTED) MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF #2 STUDS @ 16"O.C. NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. v� DOUBLE PLATE1 „ SHEATHING (AS NOTED) m SINGLE PLATE NAIL TO TRUSS �� NAILED WITH (4) 0.131"x 34 NAILS TO SIMPSON SDWC 15450 SCREW GYPSUM BOARD INTERIOR VAULT EACH ADJACENT STUD 2x SPF #2 STUDS @ 16"O.C. @ 32"O.C. - U.O.N. CONNECTOR AT EACH TRUSS a BOTTOM CHORD WITH 0.131" x 34" EXTERIOR SHEATHING- ALTERNATE: INSTALL SOLID STUD IN ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (SEE TRUSS CONNECTION SCHEDULE) NAILS @ 6"O.C. EXTERIOR SHEATHING SHALL BE SHALL BE NAILED TO THIS SPACE SPACING (48" O.C. MAXIMUM) SILL PLATE \\\,-(2)2x SYP #2 DOUBLE PLATE (U.O.N.) cn UPPER PLY OF DOUBLE 2x TREATED SYP #2 ANCHOR BOLTS AT NOTEDCD NAILED TO BOTTOM CHORD OF TRUSS 2x4 CORNER FRAMING FULL PLATE @ 6"O.C. HEIGHT STUD ILL PLATE PACING (32" O.C. MAXIMUM) 1 I ° / \ ° / GYPSUM BOARD @ 6"O.C. WITH 0.131" x 2%" WITH 0.131"x 2/z NAILS. 2) ROWS OF 0 131"x 3X" NAILS. - - _ _ - _ (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL NAILS @ 12"O.C. a (U.O.N. ON WALL LAYOUT) SHEARWALL UPLIFT (ROOF) - SCREWS 1s" RATED SHEATHING, EXPOSURE I, a EDGES AND 120"0 C! ON NT RFASTEN WIT" x 2)12"IMEDIATEE SUPPORTS. (U.O.N.) C° H DETAIL -BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL -BALLOON FRAMED GABLE END HIGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 90° CORNERS L SECTION - INTERIOR WALL CONDITIONS (BEARING/SHEARWALL) (BLOCK ALL EDGES) SEE "F" ON SD -2 sD 2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % OF EXTERIOR ROOF PITCH SD 2 INTERIOR CEILING PITCH EXCEEDS % F EXTERIOR ROOF PITCH sD 2 sD 2 2x_ SPF #2 STUDS @ 16"o.c. U.O.N. (SEE WALL LAYOUT) NUT WITH 2" WASHER AT SOLE PLATE 2x- N0.2 SPF OR SYP #2 SUBFASCIA WITH (2) 0.131 "x 3X" ENDNAILS AT TRUSS ROOF COVERING (BY OTHERS) 2x- SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIM 0 ROOF TRUSSES BOARD WITH 0.131"x 3Ya" NAILS @ 6"O.C. AOL MEMBERS SHALL BE #2 SYP. CORNICE DETAIL ) z%z" RATED STURD-I-FLOOR (T&G) SHEATHING NAIL RACE TO BLOCKING WITH (5) 0.131"x 34" 3 0.131"x 3Ya" TOENAILS AT EACH LOOKOUT BY OTHERS / GLUED AND NAILED. FASTEN WITH 0.131" x 2Yz" RING NUT & 3"x 3"x X" WASHER )) ( ) (SEE THREADED ROD ASSEMBLY DETAILS.) NAIL TO TOP CHORD OF TRUSS. SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE � 2x6 B OCKING BETWEEN TRUSSES WITH/ FIELD. Q 12" LONG 2x_ SCAB ( MATCH BOTTOM (3) 0. 31"x 3%" NAILS EACH END 2x4 BLOCKING REQUIRED BETWEEN CHORD WITH%" SPACERS NAIL w/ (3) 0.131"x R00 SHEATHING (AS NOTED) LOOKOUTS I FLOOR JOIST (I JOIST SHOWN, SAWN JOIST SIMILAR - SEE SECTION "Z" ON 3" NAILS _ f - 2x_ BARGE RAFTER / I SD -3 FOR OPEN WEB TRUSS) o BOTTOM CHORD OF GABLE END TRUSS - / � V %s" OR 1%z" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF GYPSUM BOARD V FASCIA (BY OTHERS) THREADED ROD ASSEMBLY I I ( I \ / 1%z" RATED PLYWOOD SHEATHING, EXPOSURE I TILE ROOF RIM BOARD > _ 2x4 LOOKOUTS _ 1y3z" RATED SHEATHING, EXPOSURE I - METAL ROOF o U SECTION A -A I I \ I I @ 48"O.C. FASTEN WITH 0.113" x 2 YV RING SHANK NAIL JOIST TO PLATE WITH (2) 0.131"x 3%" TOENAILS cl) Q I� I NAILS @ �6"OW W .C. ON EDGES AND INTERMEDIATE SUPPORTS. H3 CLIP OR EQUAL AT EACH GYPSUM BOARD o (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) m H3 OR EQUAL AT EACH LOOKOUT I LOOKOUT CONNECTOR AT EACH TRUSS TOENAIL RIM BOARD TO PLATE WITH E U I I I (DROP ABLE (SEE TRUSS CONNECTION SCHEDULE) 0.131"x 3Ya" NAILS @ 8"O.C. 0 _ O 2x4 LOOKOUTS @ 48"O.C. FOR I I I �� I GABLE END TRUSS (D 0 GABLE) }, W Z (' OVERHANG i \ I ( (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) THREADED COUPLING AS REQUIRED � Q ROOF SHEATHING (AS NOTED) I ( I �� 2x6 BRACE SPACED @ 48"O.C. UNLESS GYPSUM BOARD ai (n J Q TOP CHORD OF GABLE END TRUSS ( I I I I I OTHERWISE NOTED ON ROOF LAYOUT. GYPSUM BOARD cn 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2 w Q J 2x_ SPF #2 STUDS @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) >1 W �- i VERTICAL WEB OF GABLE END I I I I ADD 2x4 T BRACE NAILED @ 6"O.C.WITH /1s" RATED SHEATHING, EXPOSURE I. ;5 N W TRUSS /s" RATED SHEATHING, EXPOSURE I. I � 1 „ FASTEN WITH 0.131" x 2%" NAILS @ 6"O.C. ON � �- d' � 0.131"x 2� NAILS IF BRACE LENGTH FASTEN WITH 0.131" x 2%" NAILS 6'O.C. ON U v -- EXCEEDS �.► I 9'-0". �° EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) w NUT & 3"x 3"x X" WASHER I �� EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 - w I I \� (BLOCK ALL EDGES) SEE "F" ON SD -2 A I ° i THREADED ROD ASSEMBLY AT 12" LONG SCAB ( MATCH BOTTOM THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL "DD" ON SD -3) CHORD) WITH %" SPACERS I I I I I �\ @ NOTED SPACING SEE DETAIL "DD" ON SD-3)NOTE: c' 17.2056 DUVAL \ LSTA12, LTP4, OR SDWC 15600 48"O.C. ( JOB NUMBER: COUNTY: BOTTOM CHORD OF GABLE END / NOTE: SILL PLATES ON EXTERIOR WALLS � 1 „ - his TRUSS �� SILL PLATES ON EXTERIOR WALLS DO NOT SCALE THIS DRAWING 1' 0' (U.O.N.) SHALL BE ANCHORED BY THREADED �, /n - SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL A (2) 2x_ DOUBLE PLATE - RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIN =RELEASE DATE 01-26-18 THREADED ROD ASSEMBLY \ I SEE DETAIL "M" ON SD -2 ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) WHERE THREADED RODS MAXIMUM 48"O.C. SPACING (U.O.N.) 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS C / GBC CLIl)- (2) REQUIRED AT EACH BRACE ARE SPECIFIED. 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS 1 „ (SEE DETAIL "DD" ON SD -3) TOENAILBOTTOM CHORD OF TRUSS TO INSET WALL" INSET WALL)/2" DRAWN BY: 2x STUDS s „ (SEE DETAIL "DD" ON SD 3) FOR STUCCO BTC DOUBLE PLATE WITH 0.131"x 3Ya" NAILS (AS NOTED) ROD ASSEMBLY APPLICATIONS c' FSS n APPLICATIONS CHECKED BY: @ 8'-O,C. , - ° °,' W TITLE'. / THREAD ED ROD NOT SHOWN FOR CLARITY I 2' SECTIONS AND DETAILS \ _ -----2x4 DRY ALL BACKING INSTALLED GYPSUM BOARD CEILING �' -SEE FOUNDATION DETAILS W SEE FOUNDATION DETAILS a) (1 of 2) - - - - -- - - - - _ CONTINUOUSLY BETWEEN BRACES = SHEEN`. M A SECTION -TYPICAL EXTERIOR ONE STORY WALL B SECTION -TYPICAL EXTERIOR TWO STORY WALL SECTION - PLATFORM FRAMED GABLE END N SECTION - GABLE END WALL DIAG NAL BRACING SD -2 SD2 SD2 oN � END VERTICAL BRACING REQUIREMENTS BRACING BRITTLE FINISH FLEXIBLE FINISH 16"O.C. 24"O.C. 16"O.C. 24"O.C. NONE REQUIRED 0" TO 53" 0" TO 47" 0" TO 67" 0" TO 59" 2x4 L -BRACE 54" TO 114" 48" TO 99" 68" TO 145" 60" TO 126" 2x6 L -BRACE 115" TO 182" 100" TO 158" 146" TO 232" 127" TO 201" U c � MSTA24 STRAP LOOPED OVER INSTALL DSP CLIP @ 32"O.C. DOUBLE PLATE NAILED WITH MAXIMUM SPACING (U.O.N.) v (6) 10d x 1)/2" NAILS INTO EACH °' SIDE OF STUD - _ --- LO w --== INSTALL MSTA24 STRAP LOOPED OVE �' C14 (NOTCHED BEAM) 1 I 2 U)C-) _.. Lx/ CD co RATED ROOF SHEATHING w -- :� z CD -- 2x_ L -BRACE NAILED TOrn " VERTICAL WEB-_ I ------------------------------ I ------ ------------------------ ------------------------------ — -- ------------------------------ � WITH 0.131"x 3" NAILS 6"O.C. --- I i----�T------I-r------n------n --- i L � � _ NAIL SHEATHING TO DOUBLE PLATE WITH I i i i i i i i i i I INAILS � ¢ 1:5 coTHREADED ROD ASSEMBLY THREADED ROD ASSEMBLY o �00 co 00 NOTECD= VERTICAL WEB IN GABLE END (2) ROWS OF 0.131"x MY NAILSa6"O.0 TRUSS NAIL SHEATHING ALONG BOTTO OF Lu E H. HEADER 3"O.C. THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY o Q 2x_ LOOKOUTS AT 48"O.C. I i i i i i i i i i I I i i i i i i i I o C° — �- INSTALL DSP CLIPS @ 24" O.C. OR i i i i i i i i NOT REQUIRED AT GARAGE i i i i i i i i NOT REQUIRED AT GARAGE ao w> I DOOR OPENINGS. 72 SPH_ @ 32"O.C, INGS. I I it ii li ii i I I I ii ii li ii I � 16" OR 24"0. EXTERIOR BEAM (AS NOTED) w SPACING (SEE TABLE) (2) MSTAM24 STRAPS FASTENED TO DOUBLE PLATE " II II �� STUDS AND FACE OF FOUNDATION ° HI n SILL PLATE BEAM INSTALLED BENEATH DOUBLE PLATE BEAM BEARS ON (2) 2x_ JACKS N NOTE:m FLORIDA C.A. NUMBER: 25846 WHERE TRUSS CONTAINS DIAGONALS, INCREASE L -BRACE (TYPICAL U.O.N.) ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED REQUIREMENTS BY ONE NOMINAL STUD SIZE AND MATCH a °• CONDITION: 2 OVER DIAGONALS. J (DROPPED BEAM) FLUSH HEADER CONDITION DROPPED HEADER CONDITION ALTERNATE,`,```,o5��,�', , . �.• N P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL -UPLIFT ANCHORAGE WITHOUT THREADED ROD DETAIL -EXTERIOR BEAM TO WALL CONNECTION s DETAIL -DOUBLE PLATE STRAPPING OVER WIDE OPENINGS o = *;` N so?9 Z7. SD 3 SD -3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED s 3 SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED Srq :.A\ ALTERNATE ANCHOR: — o Y2" UPLIFT CONNECTOR AS NOTED /' , x 6" TITEN HD ( ) � J � NAIL EACH END OF BLOCKING TO (MECHANICALLY GALVANIZED) TRUSS (AS NOTED) c FLOYD IbN, PE EXTERIOR BEAM BOTTOM CHORDS WITH (3) 0.131"x 3X4" m ¢ WITH 2" x''/s" WASHER 2x4 SPF BLOCKING- NAIL WITH (2) E FL PE No. 50791 ROOF SHEATHING (AS NOTED) INSTALL 2x4 BLOCKING BETWEEN >- COMMENTS 2x4 SPF NAILER- NAIL TO TOP PLATE 0.131"x 3/4" NAILS AT EACH END c eo H6 CLIP FROM WITH (END NAIL OR TOENAIL) TRUSS BOTTOM CHORDS @ 12"O.C. c ROOF TRUSS (BY OTHERS) WITH POST TO BEAM 0.131"x 3/a" NAILS @ 6"O.C. _0 BRACE (IF REQUIRED) LAP BEAM PLIES AND BOTTOM CHORD OF TRUSS c' NAIL AS SHOWN - (5) I o TO REPLACE (1) ROW OF LATERAL 0.131"x 3%" NAILS PER PLY NAIL EACH BLOCK TO DOUBLE PLATE U I BRACING INSTALL 2x4 No.2 SYP T -BRACE PT POST (AS NOTED) WITH (3) 0.131"x 3%" NAILS _0 __ m PT POST (AS NOTED) .Q NAIL PORCH SHEATHING AS NOTED o NAILED IT EACH PLY OF TRUSS WEB AT ABU POST BASE TRUSS BOTTOM CHORD DOUBLE PLATE U 6"O.C. WITH 0.131" x 3" NAILS H6 CLIP FROM POST TO REPLACE (2) ROWS OF LATERAL TO BEAM (AS NOTED) BRACING INSTALL 2x6 No.2 SYP T- BRACE EXTERIOR BEAM s/a" THREADED ROD EXTERIOR FRAMED WALL NAIL PORCH SHEATHING AS NOTED MINIMUM %6" RATED SHEATHING, o NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) 0. I WITH NUT SET IN EXPOSURE I FASTEN AS NOTED o --- -�----- l----------- - WITH 0.131" x 3" NAILS @ 6"O.C. ' • p ADHESIVE ON WALL LAYOUT (BLOCK ALL PLAN VIEW AT TOP OF POST (7" EMBEDMENT) EXTERIOR FRAMED WALL EDGES) ----r----- i r ----- U i o d 1 a I¢ N \ alI a d OTE: 4 / CIO T -BRACING TO BE USED WHEN Lj I I CONTINUOUS LATERAL BRACING IS cn IMPRACTICAL. SIDE VIEW AT BASE OF POSTCD u T SECTION - TYPICAL T -BRACE u DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST SECTION - EXTERIOR WALLPARALLEL TO TRUSS W SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS SD 3 CSC 3 sD 3SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED cn c NAIL SCAB TO TOP CHORD WITH a) INSTALL SPH— CLIPS AT 32"O.C. AT DOUBLE PLATEt (4) 0.131"x 3/4" NAILS LAST TRUSS IN ROW REQUIRING BRACINGca ALTERNATE: MSTA24 STRAP LOOPED OVER ZADD 2x4 VERTICAL SCAB IN EACH NAIL DIAGONAL BRACE TO BLOCKING 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND DOUBLE PLATE NAILED WITH (6)10d x 1 %" NAILS TRUSS IF NO WEB IS PRESENT BOARD WITH 0.131"x 3/4" NAILS 6"O.C. INTO EACH SIDE OF STUD �3) 0.131"x 3%" NAILS TYPICAL AT 79 WITH (3) NAILS �° A — 2x4 BLOCKING - TOENAIL OR ENDNAIL BAND BOARD cli ROOF SHEATHING CH TRUSS EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING UPPER LEVEL STUD 3 INSTALL 2x4 SYP FLATWISE BLOCKING 2x4 X -BRACE ACROSS LENGTH OF � 12 (3) NAILS BETWEEN TRUSSES. TOENAL EACH CS16 STRAP (CUT TO LENGTH) FROM UPPER SHEARWALL a STUD TO HEADER BELOW @ 32"O.C. (U.O.N.). END WITH (3) 0.131 "x 3 /4" NAILS. NAIL INTO UPPER STUD WITH (11)10d AND NAIL NAIL SCAB TO PLATE WITH (3) RAISED HEEL TRUSS WITH HEEL HEIGHT — INTO HEADER WITH (11) 10d NAILS. 0.131"x 3%" TOENAILS NAIL DIAGONAL BRACE TO INTERMEDIATE GREATER THAN 6" / / BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE 2x4 BLOCKING BETWEEN TRUSSES WEBS WITH (2) NAILS OPEN WEB TRUSS / >, / DOUBLE PLATE I NAILING NOT REQUIRED BETWEEN UPPER SOLE TOENAILED TO DOUBLE PLATE WITH o 0.131'x3/4 NAILS 4"O.C. 2x4 SPF No. DIAGONAL BRACE f „f �yrj PLATE AND LOWER DOUBLE PLATE. @ L (TYPICAL AT EACH END OF ff' a) CONTINUOUS LATERAL BRACING) SHEATHING CONTINUOUS FROM BAND BOARD \ \ TRUSS (AS NOTED) o ( FLOOR SYSTEM AS NOTED) I I TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH -a NAIL DIAGONAL BRACE TO TRUSSEDGE NAILING REQUIREMENTS OR UPPER WALL SHEATH AREA BETWEEN DOUBLE PLATE Ca V WEB WITH (3) NAILS BEGIN NAILING 1" MINIMUM BELOW DOUBLE PLATE DOUBLE PLATE C„ V TOENAIL TRUSS TO PLATE WITH AND ROOF SHEATHING WITH /6' OSB „ RATED SHEATHING. NAIL WITH SHEARWALL DOUBLE PLATE MINIMUM /6" RATED SHEATHING, _ (2) 0.131"x 3/a NAILS ; EXPOSURE I FASTEN AS NOTED Q V NAILING PATTERN FOR WALL. ON WALL LAYOUT (BLOCK ALL EDGES) o DOUBLE PLATE (U.O.N.) (SEE WALL LAYOUT) LOWER LEVEL HEADER (AS NOTED) W Q Z SECTION -TYPICAL OPEN WEB FLOOR TRUSS A DIET SECTION RAISED HEEL TRUSS BLOCKING 0 m m CONTINUOUS LATERAL BRACE (QUANTITY SD 3 SD 3 _ � O AND LOCATION DEFINED BY TRUSS SHOP DRAWING.) U) W Z � Q I NAIL CONTINUOUS LATERAL BRACE TO�; � .al EACH TRUSS WEB WITH (2) NAILS BB DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW CC SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSS AQ >- w SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD 3 THIS SECTION ONLYAPPLIES WHEN SPECIFICALLY REFERENCED A�IROOF TRUSSES (BY OTHERS) V C) Z w Lu NOTE: a, w p ATTACH DOUBLE PLATE TO STUD PER U � DETAIL "BB" ON SD -3 3 TRUSSES MINIMUM a) JOB NUMBER: COUN UPPER LEVEL STUD TY: FOR CONTINUOUS LATERAL BRACEDOUBLE PLATE CS16 STRAP (CUT TO LENGTH) FROM UPPER c 17-2DUVAL 056 L NUT WITH 2"x 2"x6" WASHER STUD TO BEAM BELOW @ 32"O.C. (U.O.N.). a" = V-0" (U.O.N.) NOTES: ALTERNATE: SIMPSON LBPS% SLOTTED NAIL INTO UPPER STUD WITH (11)10d AND NAIL V) DO N07 SCALE THIS DRAWING WASHER WITH 1" WASHER. / INTO BEAM WITH (11)10d NAILS. = RELEASE DATE: BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE 01-26-18 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) /— ")� THREADED ROD U BEGIN NAILING 1" MINIMUM BELOW TOP OF BEAM 2) ALL NAILS SHOWN SHALL BE (i 131"x3" NAILS (U.O.N.)SIMPSON %" Q x 6" TITEN HD OR c UIMPSON %" Q x 6 %" TITEN HD ROD COUPLER 3" THREADED ROD SET IN ADHESIVE c DRAWN BY: BTC WITH 1"CUT WASHER WITH MINIMUM 4" EMBEDMENT BEAM (AS NOTED) E5) CHECKED BY: F SS ORFTHREADED ROD SET IN ADHESIVE WITH WITH 1"WASHER LL TITLE: a' TIONS AND DETAILS MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER SEC � (2 C 2) u = SHEET: Y DETAIL - TYPICAL LATERAL TRUSS BRACING DD DETAIL - THREADED ROD ASSEMBLY DETAIL - ANCHOR BOLT FF DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM GG SD 3 SD 3 SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD 3 • • —DOUBLE PLATE 12" MAX. DOUBLE PLATE. NAIL TO CRIPPLE ON a1 _ -_- EACH SIDE WITH (6) 0.131" x 1 %" NAILS. U- o EXTERIOR BEAM (AS NOTED) r Inw � IN WALL STUDS DOUBLE PLATE NOTCH BEAM AS REQUIRED TO I I I I I I o O .� iz FIT BENEATH DOUBLE PLATE I STRAP CRIPPLE TO HEADER WITH .s YLu BEAM BEARS ON (2) 2x_ JACKS I I LSTA18 STRAP Q� LTT20(U.O.N.) SILL PLATE (TYPICAL U.O.N.) CONDITION: 1 I I Q m N o = � (NOTCHED BEAM) 1 I 2 U)C-) _.. Lx/ CD co RATED ROOF SHEATHING w -- :� z CD -- 2x_ L -BRACE NAILED TOrn " VERTICAL WEB-_ I ------------------------------ I ------ ------------------------ ------------------------------ — -- ------------------------------ � WITH 0.131"x 3" NAILS 6"O.C. --- I i----�T------I-r------n------n --- i L � � _ NAIL SHEATHING TO DOUBLE PLATE WITH I i i i i i i i i i I INAILS � ¢ 1:5 coTHREADED ROD ASSEMBLY THREADED ROD ASSEMBLY o �00 co 00 NOTECD= VERTICAL WEB IN GABLE END (2) ROWS OF 0.131"x MY NAILSa6"O.0 TRUSS NAIL SHEATHING ALONG BOTTO OF Lu E H. HEADER 3"O.C. THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY o Q 2x_ LOOKOUTS AT 48"O.C. I i i i i i i i i i I I i i i i i i i I o C° — �- INSTALL DSP CLIPS @ 24" O.C. OR i i i i i i i i NOT REQUIRED AT GARAGE i i i i i i i i NOT REQUIRED AT GARAGE ao w> I DOOR OPENINGS. 72 SPH_ @ 32"O.C, INGS. I I it ii li ii i I I I ii ii li ii I � 16" OR 24"0. EXTERIOR BEAM (AS NOTED) w SPACING (SEE TABLE) (2) MSTAM24 STRAPS FASTENED TO DOUBLE PLATE " II II �� STUDS AND FACE OF FOUNDATION ° HI n SILL PLATE BEAM INSTALLED BENEATH DOUBLE PLATE BEAM BEARS ON (2) 2x_ JACKS N NOTE:m FLORIDA C.A. NUMBER: 25846 WHERE TRUSS CONTAINS DIAGONALS, INCREASE L -BRACE (TYPICAL U.O.N.) ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED REQUIREMENTS BY ONE NOMINAL STUD SIZE AND MATCH a °• CONDITION: 2 OVER DIAGONALS. J (DROPPED BEAM) FLUSH HEADER CONDITION DROPPED HEADER CONDITION ALTERNATE,`,```,o5��,�', , . �.• N P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL -UPLIFT ANCHORAGE WITHOUT THREADED ROD DETAIL -EXTERIOR BEAM TO WALL CONNECTION s DETAIL -DOUBLE PLATE STRAPPING OVER WIDE OPENINGS o = *;` N so?9 Z7. SD 3 SD -3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED s 3 SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED Srq :.A\ ALTERNATE ANCHOR: — o Y2" UPLIFT CONNECTOR AS NOTED /' , x 6" TITEN HD ( ) � J � NAIL EACH END OF BLOCKING TO (MECHANICALLY GALVANIZED) TRUSS (AS NOTED) c FLOYD IbN, PE EXTERIOR BEAM BOTTOM CHORDS WITH (3) 0.131"x 3X4" m ¢ WITH 2" x''/s" WASHER 2x4 SPF BLOCKING- NAIL WITH (2) E FL PE No. 50791 ROOF SHEATHING (AS NOTED) INSTALL 2x4 BLOCKING BETWEEN >- COMMENTS 2x4 SPF NAILER- NAIL TO TOP PLATE 0.131"x 3/4" NAILS AT EACH END c eo H6 CLIP FROM WITH (END NAIL OR TOENAIL) TRUSS BOTTOM CHORDS @ 12"O.C. c ROOF TRUSS (BY OTHERS) WITH POST TO BEAM 0.131"x 3/a" NAILS @ 6"O.C. _0 BRACE (IF REQUIRED) LAP BEAM PLIES AND BOTTOM CHORD OF TRUSS c' NAIL AS SHOWN - (5) I o TO REPLACE (1) ROW OF LATERAL 0.131"x 3%" NAILS PER PLY NAIL EACH BLOCK TO DOUBLE PLATE U I BRACING INSTALL 2x4 No.2 SYP T -BRACE PT POST (AS NOTED) WITH (3) 0.131"x 3%" NAILS _0 __ m PT POST (AS NOTED) .Q NAIL PORCH SHEATHING AS NOTED o NAILED IT EACH PLY OF TRUSS WEB AT ABU POST BASE TRUSS BOTTOM CHORD DOUBLE PLATE U 6"O.C. WITH 0.131" x 3" NAILS H6 CLIP FROM POST TO REPLACE (2) ROWS OF LATERAL TO BEAM (AS NOTED) BRACING INSTALL 2x6 No.2 SYP T- BRACE EXTERIOR BEAM s/a" THREADED ROD EXTERIOR FRAMED WALL NAIL PORCH SHEATHING AS NOTED MINIMUM %6" RATED SHEATHING, o NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) 0. I WITH NUT SET IN EXPOSURE I FASTEN AS NOTED o --- -�----- l----------- - WITH 0.131" x 3" NAILS @ 6"O.C. ' • p ADHESIVE ON WALL LAYOUT (BLOCK ALL PLAN VIEW AT TOP OF POST (7" EMBEDMENT) EXTERIOR FRAMED WALL EDGES) ----r----- i r ----- U i o d 1 a I¢ N \ alI a d OTE: 4 / CIO T -BRACING TO BE USED WHEN Lj I I CONTINUOUS LATERAL BRACING IS cn IMPRACTICAL. SIDE VIEW AT BASE OF POSTCD u T SECTION - TYPICAL T -BRACE u DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST SECTION - EXTERIOR WALLPARALLEL TO TRUSS W SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS SD 3 CSC 3 sD 3SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED cn c NAIL SCAB TO TOP CHORD WITH a) INSTALL SPH— CLIPS AT 32"O.C. AT DOUBLE PLATEt (4) 0.131"x 3/4" NAILS LAST TRUSS IN ROW REQUIRING BRACINGca ALTERNATE: MSTA24 STRAP LOOPED OVER ZADD 2x4 VERTICAL SCAB IN EACH NAIL DIAGONAL BRACE TO BLOCKING 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND DOUBLE PLATE NAILED WITH (6)10d x 1 %" NAILS TRUSS IF NO WEB IS PRESENT BOARD WITH 0.131"x 3/4" NAILS 6"O.C. INTO EACH SIDE OF STUD �3) 0.131"x 3%" NAILS TYPICAL AT 79 WITH (3) NAILS �° A — 2x4 BLOCKING - TOENAIL OR ENDNAIL BAND BOARD cli ROOF SHEATHING CH TRUSS EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING UPPER LEVEL STUD 3 INSTALL 2x4 SYP FLATWISE BLOCKING 2x4 X -BRACE ACROSS LENGTH OF � 12 (3) NAILS BETWEEN TRUSSES. TOENAL EACH CS16 STRAP (CUT TO LENGTH) FROM UPPER SHEARWALL a STUD TO HEADER BELOW @ 32"O.C. (U.O.N.). END WITH (3) 0.131 "x 3 /4" NAILS. NAIL INTO UPPER STUD WITH (11)10d AND NAIL NAIL SCAB TO PLATE WITH (3) RAISED HEEL TRUSS WITH HEEL HEIGHT — INTO HEADER WITH (11) 10d NAILS. 0.131"x 3%" TOENAILS NAIL DIAGONAL BRACE TO INTERMEDIATE GREATER THAN 6" / / BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE 2x4 BLOCKING BETWEEN TRUSSES WEBS WITH (2) NAILS OPEN WEB TRUSS / >, / DOUBLE PLATE I NAILING NOT REQUIRED BETWEEN UPPER SOLE TOENAILED TO DOUBLE PLATE WITH o 0.131'x3/4 NAILS 4"O.C. 2x4 SPF No. DIAGONAL BRACE f „f �yrj PLATE AND LOWER DOUBLE PLATE. @ L (TYPICAL AT EACH END OF ff' a) CONTINUOUS LATERAL BRACING) SHEATHING CONTINUOUS FROM BAND BOARD \ \ TRUSS (AS NOTED) o ( FLOOR SYSTEM AS NOTED) I I TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH -a NAIL DIAGONAL BRACE TO TRUSSEDGE NAILING REQUIREMENTS OR UPPER WALL SHEATH AREA BETWEEN DOUBLE PLATE Ca V WEB WITH (3) NAILS BEGIN NAILING 1" MINIMUM BELOW DOUBLE PLATE DOUBLE PLATE C„ V TOENAIL TRUSS TO PLATE WITH AND ROOF SHEATHING WITH /6' OSB „ RATED SHEATHING. NAIL WITH SHEARWALL DOUBLE PLATE MINIMUM /6" RATED SHEATHING, _ (2) 0.131"x 3/a NAILS ; EXPOSURE I FASTEN AS NOTED Q V NAILING PATTERN FOR WALL. ON WALL LAYOUT (BLOCK ALL EDGES) o DOUBLE PLATE (U.O.N.) (SEE WALL LAYOUT) LOWER LEVEL HEADER (AS NOTED) W Q Z SECTION -TYPICAL OPEN WEB FLOOR TRUSS A DIET SECTION RAISED HEEL TRUSS BLOCKING 0 m m CONTINUOUS LATERAL BRACE (QUANTITY SD 3 SD 3 _ � O AND LOCATION DEFINED BY TRUSS SHOP DRAWING.) U) W Z � Q I NAIL CONTINUOUS LATERAL BRACE TO�; � .al EACH TRUSS WEB WITH (2) NAILS BB DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW CC SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSS AQ >- w SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD 3 THIS SECTION ONLYAPPLIES WHEN SPECIFICALLY REFERENCED A�IROOF TRUSSES (BY OTHERS) V C) Z w Lu NOTE: a, w p ATTACH DOUBLE PLATE TO STUD PER U � DETAIL "BB" ON SD -3 3 TRUSSES MINIMUM a) JOB NUMBER: COUN UPPER LEVEL STUD TY: FOR CONTINUOUS LATERAL BRACEDOUBLE PLATE CS16 STRAP (CUT TO LENGTH) FROM UPPER c 17-2DUVAL 056 L NUT WITH 2"x 2"x6" WASHER STUD TO BEAM BELOW @ 32"O.C. (U.O.N.). a" = V-0" (U.O.N.) NOTES: ALTERNATE: SIMPSON LBPS% SLOTTED NAIL INTO UPPER STUD WITH (11)10d AND NAIL V) DO N07 SCALE THIS DRAWING WASHER WITH 1" WASHER. / INTO BEAM WITH (11)10d NAILS. = RELEASE DATE: BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE 01-26-18 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) /— ")� THREADED ROD U BEGIN NAILING 1" MINIMUM BELOW TOP OF BEAM 2) ALL NAILS SHOWN SHALL BE (i 131"x3" NAILS (U.O.N.)SIMPSON %" Q x 6" TITEN HD OR c UIMPSON %" Q x 6 %" TITEN HD ROD COUPLER 3" THREADED ROD SET IN ADHESIVE c DRAWN BY: BTC WITH 1"CUT WASHER WITH MINIMUM 4" EMBEDMENT BEAM (AS NOTED) E5) CHECKED BY: F SS ORFTHREADED ROD SET IN ADHESIVE WITH WITH 1"WASHER LL TITLE: a' TIONS AND DETAILS MINIMUM 4" EMBEDMENT WITH 1" CUT WASHER SEC � (2 C 2) u = SHEET: Y DETAIL - TYPICAL LATERAL TRUSS BRACING DD DETAIL - THREADED ROD ASSEMBLY DETAIL - ANCHOR BOLT FF DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM GG SD 3 SD 3 SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED sD 3