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1811 ATLANTIC BEACH DR - PERMIT RES17-0169All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. 2' 11 11/16" rn 2' 11 111/16" N r M CV r 29' 0" V_ 4 ^ T <iM II�Q Single 2x Leger by others A02 A01 J05 HTU26F08 1.. 11 n to BM 1 20' 1 TH/ 2 to 6' 20" 2 BM3 6' 20" m HTU26 5.00 F08 2' " 55 p.s.f. U Duration Factor 1.25 1.00 ■ FBC 2014 RES U F07 130 m.p.h. HTU26 F06 cu f' / I C Building Type Closed L HTU26 .,..._ I F41 1 8' 3 1/2" �� ; F HTU26 d O i I M HTU26/71 r \ % I U- HTU26 _ 1' 1" / -- -- -- HTU26 _ HTU26 2' Do' I // <1 if 1 — 11411 HTU2-------------------6 ,. 4 ^ T <iM II�Q Single 2x Leger by others A02 A01 J05 HTU26F08 1.. 11 n to BM 1 20' 1 TH/ 2 to 6' 20" 2 BM3 6' 20" m HTU26 5.00 F08 2' " 55 p.s.f. U Duration Factor 1.25 1.00 ■ FBC 2014 RES U F07 130 m.p.h. HTU26 F06 cu f' / I C Building Type Closed L HTU26 .,..._ 1 8' 3 1/2" �� ; F HTU26 d O i I M HTU26/71 r \ % I U- HTU26 _ 1' 1" / -- -- -- HTU26 _ HTU26 2' Do' I // <1 if 1 — 11411 HTU2-------------------6 ,. HTU26 J04 J03 :.. 06 Cl) 0 0 2 2 2 cfl r- r r T- FLORIDA PRODUCT APPROVAL CODES: M 11' 0" THA422 THA422 THA422 THA422 21 11 3/4" 2' rr E I � 23' 1 1/2" 45'10 11/16" HTU26 Single 2x Ledger i / I by others HTU26 M 8' 4 1/2" w . HTU26--.------ _ 01( 12' 10" 9' 11 1/2" N O I Hruzs C4 cm 'oil i! 1.. Span 21 11 3/4" 2' rr E I � 23' 1 1/2" 45'10 11/16" HTU26 Single 2x Ledger i / I by others HTU26 M 8' 4 1/2" w . HTU26--.------ _ 01( 12' 10" 9' 11 1/2" N O I Hruzs C4 cm 'oil i! 0 J1 All Walls on this level @ 101-1/8" LVL Schedule Beam Span Depth to BM 1 20' 1 20" 2 to 6' 20" 2 BM3 6' 20" 2 5.00 p.s.f. U Total Load 37 55 p.s.f. U Duration Factor 1.25 1.00 ■ FBC 2014 RES U ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II cu Building Exposure C Building Type Closed L 0 J1 All Walls on this level @ 101-1/8" LVL Schedule Beam Span Depth Plies BM 1 20' 1 20" 2 BM2 6' 20" 2 BM3 6' 20" 2 Hanger Schedule Hanger Qty HGUS26-2 3 HGUS28-2 1 HTU26 32 THA422 6 1710" 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 shalt determine and verity a6 field measurements. 13 APPROVED 0 RETURNED FOR CORRECTION 0 APPROVED AS NOTED 0 RETURNED WITHOUT ACTION 0 NOT APPROVED 0 SEE TRANSMITTAL LETTER COMMENTS BY DATE 40' L HULSBERG ENGINEERING. INC. FL CERT 25846 11481 ST. AUGUSTINE RD. a 202 JACKSONVILLE, FL 32258 c"M a) i 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 2014 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure C 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 fabricaton. 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. 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 (BCSI 1-03) for further information. Trusses shall be installed in a straight and plumb position. 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. Approved truss anchor by builder. FLOOR TRUSS 2x4 minimum top and bottom chords. c _ 31/2"Ribbon Square cut overhangs. Fmlo_12 20" 3 8.112" Q 5.112" 87/2" 12 BRG. 34 Field Applied BRG. Unless noted otherwise. Typical Truss Ends Typical Truss Ends Approved truss anchor by builder. Approved truss anchor by builder. 2x4 minimum top and bottom chords. 2x4 minimum top and bottom chords. Square cut overhangs. 12 Square cut overhangs. 12 5 3 11-13116" 13-718" \p 5-117' 12 51 /7'12 Field Applied BRG' �ty^ Field Applied BRG. Unless noted Unless noted otherwise. otherwise. Typical Truss Ends Typical Truss Ends Engineer of Record: Floyd S. Simpson - FL PE #50791 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 Manning Building Supplies, INC. 11155 Phillips Parkway Dr. E. Jacksonville, FL 32256 Phone- (904) 268-8225 Fax-. (904) 260-2981 WWW.MBS-CORP.COM JAXTRUSS@MBS-CORP. COM L.0,5iu111Ci: OFFICE COPY Riverside Homes Job Name: Novak Resd LotlB/k/Subdiv 43 / / ABCC Scale: Date: Drawn By: Job Number: ITEK PLATES 2197....BLUELINX ON -CENTER -LVL 18993...BLUELINX ON -CENTER BLI-JOIST 7427....BLUELINX ON -CENTER RIMBOARD 7427 1/4"=1' /14/2017 JB J170396 All claims for error or defective material must be made w_it_h_in_______5____d ys of receipt of goods and prior to installation. Otherwise, said claim will be denied. 17' 11 1/2" 1 All CN ce) N N N H06 H05 H04 H03 H02 CV NOR 7'011 HT 1126 LO co co M HTU26 J35 HGUS28-2 N co J36 IT�J32 N N 4' 1' 0 1/ N 0.00 CV NOR 7'011 EWA F AU 34' 3" 1 4' 111 13' 7" 31 211 Ln ce r- co `n � M n 3 V_ J35 v p � C:) QO -' l> J36 fop N J36 _ _ 6' 011 61 011 J37 J37 LJ3 HGUS28-2TU2 In Cm t M HT 1126 LO co co M HTU26 J35 HGUS28-2 _ _ o Y I HTU26 J36 IT�J32 �r�uz J38 4' 1' 0 1/ N 0.00 HTU26 rn M J30 a EWA F AU 34' 3" 1 4' 111 13' 7" 31 211 Ln ce r- co `n � M n 3 V_ J35 v p � C:) QO -' l> J36 fop N J36 _ _ 6' 011 61 011 J37 J37 LJ3 HGUS28-2TU2 In Cm t M CV i J44 J37 J36 J35 a V r` cfl Ln 8' 4 1/2" (D r- � j J17 J18 41611 J18 O V 17 J17 01 4" 91101, Hanger chedu e HT 1126 " HTU26 1 HGUS28-2 3 HTU26 13 HTU26 7.00 HTU26 1 p.s.f. Bottom Chord Live Load 0.00 HTU26 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f. HTU26 37 HGUS28-2 CV i J44 J37 J36 J35 a V r` cfl Ln 8' 4 1/2" (D r- � j J17 J18 41611 J18 O V 17 J17 01 4" 91101, Hanger chedu e Hanger Qt HGUS26-2 1 HGUS28-2 3 HTU26 13 Wall Height Legend �9'1-1/8" Wall 14'1-1/8" Wall 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 verity ah field measurements. APPROVED O RETURNED FOR CORRECTION ❑ APPROVED AS NOTED 0 RETURNED WITHOU'TACTION ❑ NOT APPR C3 STRANTSSILN ( rj BY f DATE I ` 29 HULSBERG ENGINEERING, INC. FL CERT 11481 ST. AUGUSTINE RD. # 202 JACKSONVILLE, FL 32258 OFFICE COPY FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197 .... BLUELINX ON -CE TER -LVL 18993 ... BLUELINX ON -CENTER BLI-JOIST 7427 .... BLUELINX ON -CENTER RIMBOARD 7427 LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 7.00 10.00 1 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 2014 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure C 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. 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 (BCSI 1-03) for further information. Trusses shall be installed in a straight and plumb position. 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. Approved truss anchor by builder. 2x4 minimum top and bottom chords. Square cut overhangs. 12 5 12 5 8-15116" 20-15116" 0 \p' 5-112" 12 �kvr Field Applied BRG' nless noted p 12 \p� 5-117, 12 1 Field Applied BRG. Unless noted otherwise. otherwise. Typical Truss Ends Typical Truss Ends Engineer of Record: Floyd S. Simpson - FL PE #50791 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 Manning Building Supplies, INC. 11155 Phillips Parkway Dr. E. Jacksonville, FL 32256 Phone: (904) 268-8225 Fax: (904) 260-2981 WWW.MBS-CORP.COM JAXTRUSS@MBS-CORP. COM Customer Riverside Homes Job Name: Novak Resd _--- Lot%Blk/Subdiv 43 / / ABCC Scale: Date: rawn By: Job Number: /14/2017 JB J170396 GENE'AL STAIR DETAIL SCP,LF: N.T.Q. "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 BUILDING CODE, RESIDENTIAL. MAXIMUM R15ER HEIGHT: 7-3/4" MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) MAXIMUM R15EP HEIGHT VARIATION: 318" (ENTIRE FLIGHT) MINIMUM STAIR WIDTH: 36" MINIMUM HEADROOM CLEARANCE: 6-8" (ABOVE NOSING) "HANDRAIL NOTES: ACTUAL CONSTRUCTION MUST COMPLY W1 R311.7.7 OF THE FLORIDA BUILPW CODE, RESIDENTIAL. HANDRAILS SHALL NOT BE LE55 THAN 34" OR MORE THAN 36" IN HEIGHT ABOVE THE 5TAIR 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 IN NEWEL POSTS OR SAFE TERMINALS. HANDRAILS SHALL BE 11/4"-2" IN CF055 SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, AND EDGES SHALL HAVE A MIN, RADIUS OF 0.01". HANDRAIL CONSTRUCTION SHALL BE ABLE TO RESIST A LOAD OF 200 L55 APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR F THE PRODIJCT5 THEY PROVIDE OR INSTALL.��h��\� OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A 4" DIAMETER SPHERE CANNOT PA55 THROUGH. THE GUARDRAIL CONSTRUCTION SHALL BE ABLE TO RE51ST A LOAD OF 20 LB5 PER LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL. 4"SPHERE GUARDRAILS SHALL NOT BE MAY NOT PAS LE55 THAN 36" IN HEIGHT. THROUGH THE TRIANGULAR OPENINGS 6" SPHERE AT STAIR TREAD, RISER. & MAY NOT PASS BOTTOM SHALL BE SUCH THROUGH THAT A 6" DIAMETER SPHERE CANNOT PASS THROUGH. MECHANICAL.. EQUTMENT NOTES: FBC-R302.5.2: DUCTS IN GARAGE SHALL BE MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. FBG -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 WITH FBC-R, SECTION M1307.2 - 5Q. FTG. CALCULATIONS IST FLOOR LIVING 2025 2ND FLOOR LIVING 1189 TOTAL LIVING 3214 2 - CAR GARAGE 436 1- CAR GARAGE 265 ENTRY 69 LANAI 345 BALCONY 193 TOTAL COVERED 4522 M � I 0 ii d, 3'-9" 1911 7'_2" i 75'-10" 19'-92 V. 3'-0" 64" 3'2" 13'-0" 3-5" —T A/C AIC 3' 0" COMP. COMP. GAS CL 3°6° SH - SILL 3160 SH - SILL 4°44 5H - TMPRD STUD - TANKLE55 r (a 2-0" AFF as 2-0" AFF SILL an 3'-8" AFF GAS WH 13'-0" 4'-7" 3'-6" 4'-11" 3°60 SH - SILL 3°60 SH - SILL (, 2'-0" AFF A 2'-0" AFF I. DOORS AND WINDOWS ARE APPROXIMATE w LL TO FRAMING i II LANAI___ II II II II 02w U�w oc, KITCHEN 5.46"h WALL Wl CAP AT LANAI o II _ 8. BAY WINDOW AT OWNERS SUITE 02 m(j) U II �� II II II 14.OUTDOOR SHOWER REVISIONS � o 5 5H. o zw0 w m �w oCIL i — — ROD & 5H — — — — o II 12-8" X 10'-2" N m LU :5� ILI� -------- ��1 H- 10' CLG. z z < ' <- = N FREE 5TAND[NG = N di E,, � P Q -------------- --1 2 STORY CLG, - ---, I � C WIC 10'-11 "PL. HT. I I I O GARDEN TUB o 1 A F J� GJ N 1 / \ �� --- — — — — — — — — — — — — — — — — LID G i o I I 10' CLG. vI� DO R 1513/8" 1IN. (o J 11' 0" 20'-0" 9I 5 LID CORE OR 6 cn o 10'-1 w � 2-0 -0 w o ^� SELF GL05I G) w N O TMPRD GLS GTRLS C� w un� coo �1� Uj SNCL. , Ic—�� DINING I OW NE1� 5 i 1 1 � OWNERS u; Io}� �w1— (S) _ � N I I I ISUITE c I I I I 10' CLG. i I <� I BATH = 15'-0" X 11'-0° 1 24' 4'_g"`� 2'-8" 10' CLG. 6,-a,, 2'-8" m 17'-10" X 18'-10" 10' CLG. 44.. i ItJ�Cw.) www < Q 22'-0" X 14'-0" 10'CLG. I I D r w , I STEPTRAY CLG. I EXTENDED � ROD & 5H 5'-92 I K/5Q( 9'-0" _ Q = YC s r I , ''C 2 -4" LU (D ( I N G N O O O �1.LF't� O O nt o O l `--------------- 11'-4"CL I J = = I� ILLJ °G N L HT. — — 22.'-4" X 10'-2" C OKTOP W/ O I I � 6b , C � ` T�ti �'------------------- GL >. I --1 NTED HOOD °6 p, i WIC 10'CLG.� r �, 'CLG. 8 p UP 9 5E 5 w << tY I 1 C0/ \T� 1 i i i VERIFY STEPS o PRLPLUMB PREPLUMB 4& c 10'CLG. O.H.C. GA5 o © o O.H.C. OVENS F —L cv cc) o�Z I 1 5LOPED CLG. m RU VENTED HOOD SINK o `_ - J POD &5H — J --- I -- o GAS c� > �� OPEN RAILING AND STRINGERS 13'-0" 4'-7" 3'-6" 4'-11" 3°60 SH - SILL 3°60 SH - SILL (, 2'-0" AFF A 2'-0" AFF B N b N 13AI H 2-11'. I 7.2 „ 5' 10" 6' 8" 4'4' 10' CL . 3.6, I. DOORS AND WINDOWS ARE APPROXIMATE w LL TO FRAMING i II LANAI___ II II II II 02w U�w oc, KITCHEN 5.46"h WALL Wl CAP AT LANAI o II _ 8. BAY WINDOW AT OWNERS SUITE 02 m(j) U II �� II II II 14.OUTDOOR SHOWER REVISIONS � o STUDY o zw0 w m �w oCIL i w o II 12-8" X 10'-2" m LU :5� ILI� -------- H- 10' CLG. z z < ' <- di E,, � r --1 2 STORY CLG, - C ol 10'-11 "PL. HT. I I O I 1 A F J� GJ N 1 / \ �� I U- G/ �A G E LID o� I F vI� DO R 1513/8" 1IN. J 11' 0" 20'-0" 9I 5 LID CORE OR 6 cn o 10'-1 PL. HT. MN )IF TE FIRE RA ED w o ^� SELF GL05I G) w N �z un� coo �1� B N b N 13AI H 2-11'. I 7.2 „ 5' 10" 6' 8" 4'4' 10' CL . 3.6, I on 2-11" 3'-3" 4'-6" STOOP 12 -2" 6, g2 10-2" f 6'-2" 22'-91„ 45'-11" 75'104- 15t FLOOF\ PLAN 2 --- CAK GARAGE - 22' -4" X 19'-0" 10'-1 J" FL. HT. 3°6° 5H - SILL @ 2'-0" AFF 2" 4" SH - SILL 9 4'-0" AFF I. DOORS AND WINDOWS ARE APPROXIMATE n LL TO FRAMING i II LANAI___ II II II II g KITCHEN 5.46"h WALL Wl CAP AT LANAI o II _ 8. BAY WINDOW AT OWNERS SUITE II U II �� II II II 14.OUTDOOR SHOWER REVISIONS � o II II o II oCIL II o II II II -------- H- FOYEF\ N z � _ 2 STORY CLG, - 10'-11 "PL. HT. I 3AR OF OVER. 1 TO BE COVERED WITH 2' MINIMUM GYPS 4 LID o� F 35"h WALL 3TLF. i BOARD ON GARAGE SIDE OF STUD WALT II o ^� 1 un� �1� Uj U -FAMILY , , DINING 1 � u; Io}� �w1— (S) F\1 00 MI c L----- i—_— J /7 \\ i Lo UOz 15'-0" X 11'-0° 1 24' m 17'-10" X 18'-10" 10' CLG. 44.. i ItJ�Cw.) www < Q SINK i D/W 10'CLG. I I D , EXTENDED II 5'-92 9'-0" _ Q = ENTKY s r I , ''C 2 -4" LU (D o N O N � .ITCHEN 36° GA5 = I ILLJ °G N L HT. I on 2-11" 3'-3" 4'-6" STOOP 12 -2" 6, g2 10-2" f 6'-2" 22'-91„ 45'-11" 75'104- 15t FLOOF\ PLAN 2 --- CAK GARAGE - 22' -4" X 19'-0" 10'-1 J" FL. HT. 3°6° 5H - SILL @ 2'-0" AFF 2" 4" SH - SILL 9 4'-0" AFF I. DOORS AND WINDOWS ARE APPROXIMATE n LL TO FRAMING 2.1' BUMP OUT AT FAMILY ROOM, KITCHEN AND LANAI___ II II II II g KITCHEN 5.46"h WALL Wl CAP AT LANAI o II _ 8. BAY WINDOW AT OWNERS SUITE II U II �� II II II 14.OUTDOOR SHOWER REVISIONS o II II o II oCIL II o II II II H- u WALLS BETWEEN GARAGE AND RESIDE 10'-11 "PL. HT. 3AR OF OVER. 1 TO BE COVERED WITH 2' MINIMUM GYPS 4 LID 35"h WALL 3TLF. i BOARD ON GARAGE SIDE OF STUD WALT II 1 I O 1 � Io}� �w1— (S) c L----- i—_— J /7 \\ i Lo UOz m i ItJ�Cw.) www < Q SINK i D/W 5'-92 9'-0" 3'-6" 2-4" I , ''C 2 -4" LU (D o .ITCHEN 36° GA5 = 0 22.'-4" X 10'-2" C OKTOP W/ O I I � 4'_02, 10' CLG. V NTED HOOD i i i w °o D13L._ 1 i i i VERIFY STEPS o PRLPLUMB PREPLUMB O.H.C. GA5 o © o O.H.C. OVENS o�Z I 1 IN FIELD m VENTED HOOD SINK o `_ - J v I -- o GAS 288° o SUB N LN �Y LEADS -for DOOR 1513/8" MIN, N > 50LIP CO ,N- E OK 20 0 CURB (2 FFE 46"h WALL W/ CAP N =21 10' CLG. DI\0rh MINUTE FI E RATED w FNTPY r ------r------1 PREFLUMB LNDRYSINK F-W-� d N �� 10'CLG. (SELF z LOSING) - ;N 9'GLG. I GAS D I1 I i I L__ STUD= -J i . - - M_U__EN_C _/ __ 5 SH `-4--- --- - ----- GUBBIE5 OVER 2880 SVC. DR. LOUVERED (2) 2°2° FIXED - CEDAR SILL Cad 6-0" AFF OUTDOOR C NC. SHOWER I on 2-11" 3'-3" 4'-6" STOOP 12 -2" 6, g2 10-2" f 6'-2" 22'-91„ 45'-11" 75'104- 15t FLOOF\ PLAN 2 --- CAK GARAGE - 22' -4" X 19'-0" 10'-1 J" FL. HT. 3°6° 5H - SILL @ 2'-0" AFF 2" 4" SH - SILL 9 4'-0" AFF 0 °8° OVEKHA4D DOi_ 2 m "I_PGOLP, -0" I. DOORS AND WINDOWS ARE APPROXIMATE n LL TO FRAMING 2.1' BUMP OUT AT FAMILY ROOM, KITCHEN AND LANAI II II II II g KITCHEN 5.46"h WALL Wl CAP AT LANAI o II _ 8. BAY WINDOW AT OWNERS SUITE II U II �� II II II 14.OUTDOOR SHOWER REVISIONS o II II o II oCIL II o II II II H- u 0 °8° OVEKHA4D DOi_ 2 m "I_PGOLP, -0" OFFICE COPY FREVI WED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL RLQUIREMENTS AND CONDITIIOONS� REVIEWED BY: DATE: C/ -CT ( 2 NOTES I. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S LL TO FRAMING 2.1' BUMP OUT AT FAMILY ROOM, KITCHEN AND LANAI �N 4.16S.G.D. AND SINGLE LITE FR. DOORS AT KITCHEN 5.46"h WALL Wl CAP AT LANAI 6. PREPLUMB SINK AT LANAI 7. PREPLUMB VENT HOOD AT LANAI 8. BAY WINDOW AT OWNERS SUITE 9. DBL. STEP CLG IN OWNERS SUITE 10. FR. DOORS AT STUDY 11. PREPLUMB LNDRY SINK 12. GARAGE SVC. DOOR 13. MUD BENCH 14.OUTDOOR SHOWER REVISIONS 44 2-112" OFFICE COPY FREVI WED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL RLQUIREMENTS AND CONDITIIOONS� REVIEWED BY: DATE: C/ -CT ( 2 NOTES I. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2.1' BUMP OUT AT FAMILY ROOM, KITCHEN AND LANAI 3. REMOVE CAFE, EXTEND LANAI 4.16S.G.D. AND SINGLE LITE FR. DOORS AT KITCHEN 5.46"h WALL Wl CAP AT LANAI 6. PREPLUMB SINK AT LANAI 7. PREPLUMB VENT HOOD AT LANAI 8. BAY WINDOW AT OWNERS SUITE 9. DBL. STEP CLG IN OWNERS SUITE 10. FR. DOORS AT STUDY 11. PREPLUMB LNDRY SINK 12. GARAGE SVC. DOOR 13. MUD BENCH 14.OUTDOOR SHOWER REVISIONS mom --r-A. news IVER.SIDE� HOMES Build With Confidence 12276 San Jose Blvd. Ste. 120 Jacksonville, FL 32223 (904) 449-1650 www.tttytiversidehome.com Lot 43 Atlantic Beach Country Club Novak Residence 1st Floor Plan 1811 Atlantic Beach Drive Atlantic Beach, F1. 32233 Drawn By ARJ Sheet Date 06.27.2017 Scale 1/411 = 1'4" Plan of 8 Coastal Wheaton Written dimen5ion5 Shall have precedence over Scale dimensions. Contractors Shall verify and be responsible for dirncri5ion5 and conditions of the job. Northeast Florida Design, Inc. hereby re5erve5 its common law copyrights and other copyrights in these plans, designs and ideas. These plans, de5ign5 and ideas are not to be copied or changed in any manner or form whatsoever, nor are they to be a55igned to any third party without first obtaining the expre55 written permi55ion from Northeast Florida Design, Inc. 12527 San Jose Blvd :._...:.< Smite 702 ortheast Jacksonville, FL 32223 Florida Design, Inc. 904.260.3319 ENGINEERED ROOF TRUSSES FIBERGLASS SHINGLES FASTENED PER FSC 8905.2.6 SPRAY FOAM INSULATION AT ROOF DECK UNDEBLAYMENT FASTENED PER F13C 8905.2,7 0513 ROOF SHEATHING 5EE CONNECTOR SCHEDULE 12 TOP OF PLATE 3 OF 5 6" GALV. EAVE DRIP 1/2" DRYWALL CLG. OPEN RAFTER TAILS (2) 2x6 TOP PLATE 1/2" DRYWALL - 3/4"1/G SU13FLOOR 2nd FLOOR FINISHED FLOOR PLATE HEIGHT OPEN WED FLOOR J015T5 INET TALL �' GYPSUM BOARD PARALLEL TO FLOOR FRAMING MEMBER (1000 5Q. FT. MAX 1/2" DRYWALL OPEN SPACE) TO PROVIDE CEILING DRAFTSTOPPING PER F13C 8302.12 CEMENT BOARD SIDING 1/2"0 THREADED TYP. RODS PER ENGR'S PKG. R-19 INSULATION VAPOR DARRIER. SEALED AT TOP & BOTTOM PLATES. 2x6 STUDS AT 16" O.C. 7/16" 050 'WALL SHEATHING 2x6 BOTTOM PLATE (2) 2x6 TOP PLATE 1/2" DRYWALL - 1/2"0 THREADED RODS PER ENGR'5 PKG. 4" CONC. SLA13 W/ F15ERMESH OR 6x6x10 W.W.M. ON 6 MIL. V15QUEEN OVER CLEAN, WELL COMPACTED TERMITE TREATED FILL FLOOR 3 COAT STUCCO FINISH PAPER BACK WIRE LATHE RUN T010P OF PLATE. CEMENT 13OARp SIDING TYP. R-19 INSULATION - VAPOR DARRIER. 5EALE; AT TOP & 30TTOM PLATES. 2x6 STUDS AT 16" O.C. 7/16" 053 WALL SHEATHING 2x6 F. F. �— 50TTOM PLATE 8" CMU STEM WALL W/ ALL CELLS FILLED FINISHED GRADE o FOOTING PER ENGINEERED DRAWINGS WALL SECTION (TYP NOTE: 1. EXTERIOR FENESTRATION PIECES SUCH AS FOAM SANDING ARE TO 13E 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 PRODUCT SHALL SE SEALED WITH A SEALANT COMPLYING WITH SECTION 8613.8.1 OF THE FLORIDA BUILDING CODE, RESIDENTIAL TERMINATION OF STUCCO STUCCO TERMINATION PER ASTM C -926 A2.2.2. DRIP SCREED INSTALLED PER ASTM 1063-03 ATER RESISTANT DARRIER LAYERS REQUIRED FASTEN LATH @ 7" O C 4' MIN. PENETRATION INTO FRAMING ENGINEERED ROOF TRUSSES FIBERGLASS SHINGLES FASTENED PER FBG 8905.2.6 5PRA . FOAM INSULATION AT ROOF DECK UNDERLAYMENT FASTENED PER FDC 8905.2.7 055 ROOF SHEATHING \ SEE CONNECTOR SCHEDULE 12 TOP OF PLATE 5 OR 5 1/2" DRYWALL CLG. z < (2) 2x6 CELLS FILLED TOP PLATE 1/2" DRYWALL N 1/2"0 THREADED RODS PER a z ENGR'5 PKG. o� w� 3/4" TIG SU13FLOOR x 2nd FLOOR FINISHED FLOOR N W"5 PLATE HEIGHT O (2) 2x6 TOP PLATE OPEN WEB FLOOR JOI5T5 FOOTING PER INSTALL J' GYPSUM 3OARD PARALLEL TO FLOOR FRAMING MEM13ER (1000 5Q. FT. MAX DRAWINGS 1/2" DRYWALL OPEN SPACE) TO PROVIDE CEILING DRAFTSTOPPING PER F3C R302.12 1/2" DRYWALL 1/2"0 THREADED RODS PER ENGR'5 PKG. 4" CONC. SLA3 W/ F13EPMESH OR 6x6x10 W.W.M. ON 6 MIL. VISQUEEN OVER CLEAN, WELL COMPACTED TERMITE TREATED FILL INI5HEP FLOOR WEEP SCREED- SURFACE SHOULD NOT 5E BLOCKED W/ FINISH MATERIAL FOR DRAINAGE PURPOSES �— 6" GALV. EAVE DRIP OPEN RAFTER TAILS CEMENT BOARD 51DING TYP. R-19 INSULATION VAPOR SAPPIER. SEALED AT TOP & 50TTOM PLATES. 2x6 STUDS AT 16" O.C. 7/16" 053 WALL SHEATHING 2x6 30TTOM PLATE CEMENT BOARD SIDING TYP. CEMENT BOARD SIDING TYP. R-19 INSULATION VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. 2x6 STUDS AT 16" O.C. 7/16" 0513 WALL SHEATHING 2x6 P.T. BOTTOM PLATE —1" 8" CMU STEM WALL W/ ALL z < CELLS FILLED OPEN TO N E3ELOW a z FIN15HEP GRADE o� w� x 1f N W"5 W1 CAP O I PLANT SHELF a 9 10' ABOVE FOOTING PER FINISHED 15T ENGINEERED DRAWINGS WALL SECTI N (TYF 0 2040 FIXED SILL 0 4'-0" AFF ? Q [3K #4 U; - 12'-10" X 11'-2" N 9' CLG. Gw 4'-8" 2' �w LL HALF WALL 7" ADOVE ° TUD DECK W/ SOLID 4 �a 1 N SURFACE CAP — — Ec\) QZ a� opt w 9' CLG. o At ° v CV ° J c� o j 2x6 WALL_ 2480 PKT DR ROD & 5H BATH o WIC ° if 3 9' CLG. I o 77` I o a 9'CLG. 248° CCq UJ n ZeBc; N =� 0)w o < R- N 12'-2" X 12'-2" 9' CLG. G 3°5° SH - SILL C 2-4" AFF -EGRESS <HA51`�, 248° I� LIZ I� WIC i O 9' CLG. ROD & SH -10" 4' AHU AHL) 9' CLG. r ATTIC ACCESS X30"x22_MIRI I °n r, F 2' 2°4° FIXED SILL 0 4'-0" AFF IT LOFT 15'-6" X 16'-0" 9' CLG. c� V \.N: 2-8° 9' CLG. 2'-5" 2'-7" �p to 168 LINEN 5 5H C,kiA E o N ROD & SH #2 9' GLG. WIC 9Cl-G, 2480 ROD & 5H 3050 SH - SILL C 2'-4" AFF EGRESS 2'-2" I. 15'-2" 2A 2" 3-2650 FIXED W/3-2'52'3 TRANS. OVER, 6" 3TWN, SILL CSD 16-2" AFF [3F\' #2 12'-0" X 12'-2" 9' CLG. 2nd FLOOR PLAN 10'-4" 36"h LOUVERED 4 OFFICE COPY IVER.s►�e HOMES ■■ Build With Confidence 12276 San Jose Blvd. Ste. 120 Jacksonville, FL 32223 (904) 449-1650 www. myriversidehome. com Lot 43 Atlantic Beach Country Club Novak Residence 2nd Floor Plan 1811 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 06.27.20172 Scale 141 = 1'-0" Plan of Coastal Wheaton 8.J Written dimen5ior5 Shall have precedence over Scale dimensions. Contractors Shall verify and be re5pon5ible for dimension and conditions of the job. Northeast Florida Design, Inc. hereby re5erve5 its common law copyrights and other copyrights in these plans, designs and ideas. These plans, de5ign5 and ideas are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining the express written permi55ion from Northeast Florida Design, Inc. 12627 San Joie Blv�1 Suite 702 Jatcks�rnvillc, FL 32223 904,260.3319 z < < CV OPEN TO N E3ELOW a z o� w� x N W"5 W1 CAP O I PLANT SHELF a 9 10' ABOVE FINISHED 15T FLOOR NN 36"h LOUVERED 4 OFFICE COPY IVER.s►�e HOMES ■■ Build With Confidence 12276 San Jose Blvd. Ste. 120 Jacksonville, FL 32223 (904) 449-1650 www. myriversidehome. com Lot 43 Atlantic Beach Country Club Novak Residence 2nd Floor Plan 1811 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 06.27.20172 Scale 141 = 1'-0" Plan of Coastal Wheaton 8.J Written dimen5ior5 Shall have precedence over Scale dimensions. Contractors Shall verify and be re5pon5ible for dimension and conditions of the job. Northeast Florida Design, Inc. hereby re5erve5 its common law copyrights and other copyrights in these plans, designs and ideas. These plans, de5ign5 and ideas are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining the express written permi55ion from Northeast Florida Design, Inc. 12627 San Joie Blv�1 Suite 702 Jatcks�rnvillc, FL 32223 904,260.3319 z2"- WALL W1 CAP D O — J QL 1 N c) FF. DR. N w LU � � 04 3 ALCON 10'-0" X 20'-0" 9' PLT. HT. FR.' 36"h LOUVERED 4 OFFICE COPY IVER.s►�e HOMES ■■ Build With Confidence 12276 San Jose Blvd. Ste. 120 Jacksonville, FL 32223 (904) 449-1650 www. myriversidehome. com Lot 43 Atlantic Beach Country Club Novak Residence 2nd Floor Plan 1811 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 06.27.20172 Scale 141 = 1'-0" Plan of Coastal Wheaton 8.J Written dimen5ior5 Shall have precedence over Scale dimensions. Contractors Shall verify and be re5pon5ible for dimension and conditions of the job. Northeast Florida Design, Inc. hereby re5erve5 its common law copyrights and other copyrights in these plans, designs and ideas. These plans, de5ign5 and ideas are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining the express written permi55ion from Northeast Florida Design, Inc. 12627 San Joie Blv�1 Suite 702 Jatcks�rnvillc, FL 32223 904,260.3319 36-7j" GOMP. ii COMP. I �? ----------------------- I 72-1j' 3'-72' 2'-O2" GAS TANKLE55 STUB — — — 6AS WH � I-----------------F---------------1—I I--- — ---- --- — — —---------�_* -- LOUV REONG. CE AR 4_g TOOP 15'-8" 2' 6" OUT OOR 1' 114" SHOWER] 75'-114" FOUNPf�,TJON LAYOUT NnTF- -OUNDATION PLAN FOR CONCRETE FORMING AND FLUM13ING LOCATION REFERENCE ONLY. REFER TO ASSOCIATED ENGINEERING DRAWINGS FOR FOOTER LOCATIONS AND DETAILS. 1T-0" OFFICE COPY N U`ths 1. DOOR SILLS ARE NOTED FOR ALL DOORS - REFER TO MANUFACTURERS SPECIFICATIONS ---__J L ---------------_ / POURING CONCRETE -----------J LANAI L_--' ------------ ------------------ 5. PREPLUMB SINK AT LANAI ------ ___ 8. GARAGE SVC. DOOR L____ REVISIONS L L------_ ------ ---------------------, ---------1-+----I-4- -- —eD'=—� — -----------,� ------ _ II ------------- ----- / ----------- ----- I / rt I I SLAMCESS HEA FOR SHOD Q ��D=I 1 I I I I 9 CNTRLS I Q9 ------- — —� 2'-g" CV STEM WALL FOUNDATION THICKEN I I ii 1f ii ii II � II EDGE I i L I I I I I I I I i; I I O O O O ----JI I r----- -- ---- 1--------- I I----- I L� CJ L------------- -------------� L------- � I 1' 04 9'-114" I I 26-4" I ILi I I L d O \ I I I20" =d _ — — — — — — — — — — — -----------------------JL I------- ------------ ------JI ---------------- r C I ----------, I I I I I I , - ------------- 7, r- -- I i 24 I/ 4" CONC. SLAB W/ FIBERM =SH OR 2'/ -04 5 4 I 0„ L2 �\�� 6x6x10 W.W.M. ON 6 MIL. VI 5OUEEN y I 91-61, I I OVER CLEAN, WELL COMPACTED FILL n I I I ( I O SLOPE ( I L 4" CONC. SLAB I i 2 2-0" 10-2" 2'-4" t)'-10" SLOPE 11'-6, FLOOR I I I ouTLEr ---- ' N I 4"CONC. SLAB r� it �__ ---- - --- r- ----- -------------------- --------- ------------- ----------- _ L ---- ns I I I _ I IN it i I r_-� r � / I SJ o� Ij `� jII I R� --�1� I �!-- I ( � I SINK W/ /W -11 REF. II11 I z a STEM WALL I FOUNDATION I DISI'. j j I j l u----J.]I � SLOPE 1% MIN— F � I w 0 I THICKEN EDGE r i i r�i 1, i I I I THICKEN EDGE I PREPLUMB I GAS I STUB �? 1i,1 � I SINK -- � ---- ----- ------------ — ----------- — � ___ --+J I L--_GA5 I STUDIT, 20" CURB @ FFT 1'-10" 4' 0" 8'-6" -10" L FKEFLUMEY l I r I I LNDRY SI I n I I STEM WALL =nv Fri I `------ I I I I GAS I W I (- I I STUD9, �_ _J I II 1 I I it I I ----_------ FOUNDATION ------ J- —i I-- __J —+I-------I-t I I ------- 28 SILL L------------- ---- ____--------- --- --------------------� r ---------- —_--- r� r --_—___ I--- — ---- --- — — —---------�_* -- LOUV REONG. CE AR 4_g TOOP 15'-8" 2' 6" OUT OOR 1' 114" SHOWER] 75'-114" FOUNPf�,TJON LAYOUT NnTF- -OUNDATION PLAN FOR CONCRETE FORMING AND FLUM13ING LOCATION REFERENCE ONLY. REFER TO ASSOCIATED ENGINEERING DRAWINGS FOR FOOTER LOCATIONS AND DETAILS. 1T-0" OFFICE COPY N U`ths 1. DOOR SILLS ARE NOTED FOR ALL DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR DEPTH OF SLAB RECESS PRIOR TO POURING CONCRETE 2.1' BUMP OUT AT FAMILY ROOM, KITCHEN AND LANAI 3. REMOVE CAFE, EXTEND LANAI 4.16S.G.D. 5. PREPLUMB SINK AT LANAI 6. BAY WINDOW AT OWNERS SUITE 7. PREPLUMB LNDRY SINK 8. GARAGE SVC. DOOR 9.OUTDOOR SHOWER REVISIONS -mi me RI— — A, . as me VERSIDE I 10MES —we ■■ .Burd With Confidence 12276 San Jose Blvd. Ste, 120 Jacksonville, FL 32223 (904) 449-1650 www.mytiversidehome.com Lot 43 Atlantic Beach Country Club Novak Residence Foundation Layout 1811 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 06.27.2017 3 Scale 1/4" = 1'-0" of k,.,.��Coa�stalWheaton1 8—J Written dimensions shall have precedence over Scale dirnen5ion5. Contractors shall verify and be re5pon5ible for dimen5ion5 and conditions of the job, Northeast Florida Design, Inc. hereby re5erve5 its common law copyrights and other copyrights in these plans, de5ign5 and ideas. These plans, designs and ideas are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining the expre55 written permission from Northeast Florida Design, Inc. 12627 San Jose Blvd Suite '702 Jacksonville, FL 32223 904.260.3319 X HEEL ON TRUSS PLATE HEIGHT STRUCTURAL BRACKET TYP. CEMENTLAP SIDING 36"h LOUVERED_ RAILING 12"X12" COLUMN, - 4X4 P.T. P05T FOR BEARING PLATE HEIGHT PERGOLA STRUCTURAL BRACKET TYP. C) W 6" TRIM TYP. STUCCO FIN15H TYP. FINISHED FLOOR I Iv 0 N GRADE 61, 1'-.7 r EWACKI;T P TAIL DIMENSIONAL — FIBERGLASS SHINGLES (TYP) 1 I I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■!—I 7_11HE P, 1._6.. r° 13KACKET DETAIL PLATE HEIGHT 4" TRIM TYP. 6" TRIM TYP. 2" BAND OVER 6" BAND TYP. 18" SHUTTERS FRONT ELEVATION HEEL ON TRUSS PLATE HEIGHT — — -- -- -- -- -- -- -- � 8" TRIM STRUCTURAL BRACKET TYP. 2" BAND OVER 6" BAND TYP. 12"x12" COLUMN, 4X4 P.T. POST DIMENSIONAL 12 FOR BEPRINC FIBERGLASS SHINGLES (T -P) 12 F DIMENSIONAL 95ERGI_A55 SHINGLES (TYP) BUILDING HEIGHT PLATE HEIGHT FINISHED FLOOR PLATE HEIGHT OPEN RAFTER TAILS CFMFNTLAP SIDING_ 6" TRIM TYP. FINISHED FLOOR 4 GRADE N 12 HEEL ON TRUSS — — — _ — — — — — — — — — PLATE HEIGHT OPEN RAFTER TAILS 6" TRIM TYP. CEMENT I_AP SIDING -� m OFFICE COPY .-Min __ZT1 ease 1 RIVERSIDE HOMES N Build With Confidence 12276 San Jose Blvd. Ste. 120 Jacksonville, FL 32223 (904) 449-1650 www.i,rtytiversidehome.com Lot 43 Atlantic Beach Country Club Novak Residence Roof Plan/]Elevations 1811 Atlantic Beach Drive Atlantic Beach, Fl. 32233 (Mr—awn By ARJ Sheet Date 06.27.2017 4 Scale 1/4" = 1'-0" Plan of Q Coastal Wheaton o Written dimen5ion5 shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimensions and conditions of the job. Northeast Florida Design, Inc. hereby re5erve5 its common law copyrights and other copyrights in these plans, designs and ideas. These plans, de5ign5 and ideas are not to be copied or changed in any manner or form whatsoever, nor are they to be a55igned to any third party without first obtaining the express written permission from Northeast Florida Design, Inc. 12627 San Jose Blvd Suite 702 Jacksonville, FL 32223 904.260.3319 10: ON DIMENSIONAL 95ERGI_A55 SHINGLES (TYP) BUILDING HEIGHT PLATE HEIGHT FINISHED FLOOR PLATE HEIGHT OPEN RAFTER TAILS CFMFNTLAP SIDING_ 6" TRIM TYP. FINISHED FLOOR 4 GRADE N 12 HEEL ON TRUSS — — — _ — — — — — — — — — PLATE HEIGHT OPEN RAFTER TAILS 6" TRIM TYP. CEMENT I_AP SIDING -� m OFFICE COPY .-Min __ZT1 ease 1 RIVERSIDE HOMES N Build With Confidence 12276 San Jose Blvd. Ste. 120 Jacksonville, FL 32223 (904) 449-1650 www.i,rtytiversidehome.com Lot 43 Atlantic Beach Country Club Novak Residence Roof Plan/]Elevations 1811 Atlantic Beach Drive Atlantic Beach, Fl. 32233 (Mr—awn By ARJ Sheet Date 06.27.2017 4 Scale 1/4" = 1'-0" Plan of Q Coastal Wheaton o Written dimen5ion5 shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimensions and conditions of the job. Northeast Florida Design, Inc. hereby re5erve5 its common law copyrights and other copyrights in these plans, designs and ideas. These plans, de5ign5 and ideas are not to be copied or changed in any manner or form whatsoever, nor are they to be a55igned to any third party without first obtaining the express written permission from Northeast Florida Design, Inc. 12627 San Jose Blvd Suite 702 Jacksonville, FL 32223 904.260.3319 ATTIC VENTILATION AREA CALCULATIONS Excerpt of the 2014 building Code, Residential 88061 Ventilation required. Enclosed attics and enclosed rafter spaces 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 snow. Ventilation openings shall have a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a least dimension larger than 1/4 inch (6.4 mm) shall be provided with corrosion -resistant wire cloth screening, hardware cloth, or similar material with openings having a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Openings in roof framing members shall conform to the requirements of Section R802.1.8. Required ventilation openings shall open directly to the outside air. Exception: Attic ventilation shall not be required when determined not necessary by the code official due to atmospheric or climatic conditions. 8806.2 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 of 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 the 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) below 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 between the insulation and the roof sheathing and at the location of the vent. SPRAY FOAM INSULATION AT ROOF DECK, NO VENTS REQUIRED HEEL ON T_RU55 PLATE HEIGHT FINISHED FLOOR PLATE HEIGHT CEMENT LAP SIDING 6" TRIM TYP, FINISHED FLOOR GRADE 4 N P11-aw OPEN RAFTER TAILS J 2" BAND OVER 6" SAND TYf 12 LiLLL -i 5 �JIr L PLATE HEIGHT HEEL ON TRUSS LPLATE HEIGHT FINISHED FLOOR PLATE HEIGHT 6" TRIM TYP. 4" TRIM TYP. 2" BAND OVER 6" BAND TYP. FINISHED FLOOR GRADF — — DIMENSIONAL — 12 FIBERGLASS S I I I I SHINGLES (TYP) �— STRUCTURAL BRACKET TYP. 12"X12" COLUMN, 4X4 P.T. POST FOR DFARING 36"h LOUVERED RAILING 12 5 I II II I I II II I II I I I I II DIMENSIONAL — FIbERGLASS SHINGLES (TYP) HEEL ON TRUSS PLATE HEIGHT LOUVERED CEDAR 6' TRIM TYP. OUTDOORL T SIDE _+ L EV �T I01 V SHOWER �LATI HEIGHT — —— _ FINISHED FLOOR PLATE HEIGHT 5 i Ji,CO FIN FINISHED FLOOR GRADE � OFFICE COPY lel U' YhN 1.1' BUMP OUT AT FAMILY ROOM, KITCHEN AND LANAI 2. REMOVE CAFE, EXTEND LANAI 3.16S.G.D. AND SINGLE LITE FR. DOORS AT KITCHEN 4.46"h WALL W/ CAP AT LANAI 5. BAY WINDOW AT OWNERS SUITE 6. GARAGE SVC. DOOR 7.1' BUMP TO BR #3,13F, #4 AND BATH #3 REVISIONS on 40 RIVERSIDE HOMES Build With Confidence 12276 San Jose Blvd. Ste. 120 Jacksonville, FL 32223 (904) 449-1650 www.trtyiiversidehoute.com Lot 43 Atlantic Beach Country Club Novak Residence Elevations 1811 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 06.27.2017 5 Scale 1/4" = 1'-0" Plan of Q Coastal Wheaton O Written dimensions shall have precedence over scale dimensions. Contractors shall verify and be responsible for dimensions and conditions of the job. Northeast Florida Design, Inc. hereby reserves its common law copyrights and other copyrights in these plans, designs and ideas. These plans, designs and ideas are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission from Northeast Florida Design, Inc. 12627 San Jose Blvd Suite 702 Jacksonville, FL 32223 904.260.3319 2ND FLOOR ELECTKICAL FLAN ELECTRICAL LEGEND 110 DUPLEX OUTLET(AFCI PROTECTED) CEILING MOUNTED LIGHT HALE -SWITCHED OUTLET PUL.L-CHAIN &, GEI DUPLEX OUTLET (> WALL MOUNTED LIGHT &FI/GRWEATHER PROTECTED OUTLET (o RECESSED LIGHT FIXTURE =e-- CEILING OUTLET SPOTLIGHT ® FLOOR OUTLET EXHAUST FAN W/ LIGHT & 220 OUTLET FF1 EXHAUST FAN ® SPECIAL PURPOSE OUTLET ® FLUORESCENT FIXTURE SWITCH -1 CARRIAGE LIGHT $3 3 -WAY SWITCH 10 DOUBLE FLOOD LIGHT $4 4 -WAY SWITCH PANEL BOX o DIMMER SWITCH O SMOKE DETECTOR 0 TELEPHONE CARBON MONOXIDE DET. �N CABLE TV PREWIRE & 3RACE CEILING FAI 1 WITH LIGHT � ELECTRICAL NOTES 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX 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 BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE I STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELEG rRICAL, WIRING & ACCESSORIES. 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH 2014 FLOF IDA BUILDING CODE, SECTIONS R314 AND 8315 6. PROVIDE. A.FC15 (ARC FAULT INTERRUPTERS) IN DWELLING UNIT BRANCH CIRCUIT LOCATIC NS PER FBCR E3902.12 T. GF15 (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUTDOOR CIRCUITS PE FBCR E3902 8. ALL PERMANENT INTERIOR LIGHTING 15100% HIGH EFFICACY CFL/LED LAMPS PER FBC C R404.1 9. ALL 125 -VOLT 15 -ANP 20 AMP RECEPTACLES INSTALLED INSIDE AND OUTSIDE OF DWEL ING UNITS, AND IN ATTACHED AND DETACHED GARAGES SHALL BE TAMPER RESISTANT RECEPTACLES IST FLOOR ELECTRICAL 5EKVICE OUTLET FOR A/C COMP. /GFI OFFICE COPY N UThN 1. COACH LIGHTS INSTALLED 2. GARAGE DOOR OPENERS INSTALLED 3. REMOVE CAFE, EXTEND LANAI 4. PREWIKE VENTED HOOD AT LANAI 5. GARAGE SVC. DOOR W/ LIGHT REVISIONS is kIVEKSIDE HOMES .build With Confidence 12276 San Jose Blvd. Ste. 120 Jacksonville, FL 32223 (904) 449-1650 www. myriversidehome. com Lot 43 Atlantic Beach Country Club Novak Residence Electrical Plans 1811 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 06.27.2017 6 Scale 1/4" = 1'-0" Plan of 8 Coastal Wheaton Written dimensions Shall have precedence over Scale dimene Contractors Shall verify and be re5pon5i0le for dimen5ion5 conditions of the job. Northeast Florida Design, Inc.. hereby reserves its common copyrights and other copyrights in these plans, de5ign5 and These plans, de5ign5 and ideas are not to be copied or change, manner or form whatsoever, nor are they to be assigned to ar party without first obtaining the expre55 written perrni55ior Northeast Florida Design, Inc. - ' ortheast Florida Design, Inc. 12627 San Jose Bh Smite 702 Jacksonville, FL 32, 904.260.3 319 INSTALL SHINGLES OVER FLANGE @ HEAD VALLEY SHINGLE INSTALLATION: vt01.9 FIBERGLASS SHINGLE INSTALL SHINGLES USING WEAVE METHOD 6 OPT. PROVIDE LEAD VENT ROOFING OVER 15# FELT G DECK ° \ BOOT WITH INTEGRAL FLANGE I I OVER 7/16" OSB OVER 1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST GCEED\� ROOF \ 1 I I I PRE -ENG WD TRUSSES CENTER LINE OF VALLEY. SEE MANUF WRITTEN gU\ VENT STACK, SEE PLUMBING I I INSTRUCTION FOR ADDITIONAL INSTALLATION cl Vo " \� FOR SIZE & LOCATION -_1 I / INFORMATION $10 ° ° ` \ PREFORMED FLEXIBLE BOOT / 2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE FLASHING A INTEGRAL FLANGE / \-------- TEMPORARILY WEATHER 8 SET IN PLASTIC ROOF CEMENT /'' CUT WEATHER SECURE WEATHER RRIER (9L— INSTALL FLANGE OVER I I FIBERGLASS SHINGLE �4WANGLE BARRIE U(NORTU ER)® HEAD �pKEGE; V ° SHINGLE @ BASE ROOFING OVER 15# FELT �a OVER 7116" RADIANT BARRIER Bs 4 i ° OSB OVER PRE -ENG WD r TRUSSES MODIFIED J"CUTIN T 24" WIDE METAL VALLEY WEATHER BARRIER 0 / FLASHING OVER 15# FELT VE DRQ �QG� LINE OF WINDOW OPENING FOLD WEATHER BARRIER IN 6 AT JAMBS AND SILL MECHANICALLY FASTEN FANNED EDGE (CAP, NAILS. STAPLES) IF REQUIRED BY NOTES: FLASHING MANUFACTURER APPROVED WEATHER INSTALL 9" WIDE UNDERLAYMENT 1. INSTALL IN STRICT ACCORDANCE WITH BARRIER OVER sHEATwN SELF -ADHERING FLEXIBLE B" ryp MANUFACTURERS WRITTEN INSTRUCTIONS OVER WD STUD WALL MEMBRANE FLASHING SILL 2. APPLY ROOFING CEMENT OR SELF -ADHERING EMEND F IHc UP JAMMBHBS N MIN. FLASHING OVER FLANGE AT HEAD ONLY STEP 1 STEP 2 STEP 3 PLACE SHINGLES 3/8" VENT STACK FLASHING DETAIL VALLEY FLASHING DETAIL OVER EAVE & RAKE EDGES TO PROVIDE DRIP N.T.S. N.T.S. EDGE ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN A 4" WIDT OF ASPHALT PLASTIC ROOF FIBERGLASS SHINGLE ROOFING OVER CEMENT , WALL SHEATHING UNDERLAYMENT STUCCO/CV FINISH INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT , NON -CORRODING > HEAD MTL EAVE DRIP ASSEMBLY W/ 15# FELT 1 °" l GALVANIZED METAL OFF -RIDGE TRIM 6"-7" FROM END 'ter OVERIERR APPROVED WEATHER VENT WITH BAFFLE. SET IN / AppLVSe"NOM. PLASTIC ROOF CEMENT OR I OF FIRST SHINGLE > ' LAP FELT AND WEATHER CONTINUOUS BEAD OF INSTALL 4- WIOE s' SEALANT SEALANT AT JAMBS&HEAD I': I INSTALL WINDOW PLUMB, $ELF-ADHERIN TRIM TABS FROM ALL ' ' BARRIER OVER VINYL OR APPLY TO BACKo 1 LEVEL83QUARE PER MEMBRANE FLASHING . STUCCO STOP/WEEPWINDOW NAILING FLANGE IN 1 I MANUFACTURERS WRITTEN OVERNAILINGFLANGE ® STARTER COURSE SCREEN LINE wf PRE -PUNCHED INSTRUCTIONS JAMBS SHINGLES I ''' EXTEND 15# ROOFING FELT HOLESORS OTS I a I 1: I UP WALL 7" MIN. INSTALL OFF -RIDGE ft., I STARTER COURSE 5x5 METAL FLASHING OVER VENT FLANGE OVER Z ROOFING FELT (NAIL TO SHINGLES AT BASE I 2 z z I ROOF DECK NOT WALL= I r 7/16" OSB OVER SHEATHING) PRE -ENG WD - I EXTEND MEMBRANE CAP SHINGLE - DO NOT NAIL TRUSSES .... : '"'t.. FLASHING MIN. 1'BELOW .. INSTALL WITH ROOF ` i x _-:.,, �. BILL FLEXIBLE FLASHING CEMENT PLACE SHINGLES CLOSE L\ ' _ I TOGETHER BUT DO NOT SHINGLE ROOFING CROWD �\:.:_:_ ALONG RAKES, CEMENT ROOF CEMENTNOTES: STEP 4 STEP 5 STEP 6 SHINGLES TO UNDERLAYMENT / \�� 1. INSTALL IN STRICT ACCORDANCE WITH & EACH OTHER IN A4" WIDT / ^ �� MANUFACTURERS WRITTFN INSTRUCTIONS OF ASPHALT PLASTIC ROOF CEMENT/ / / 2. APPLY ROOFING CEMENT OR SELF -ADHERING / FLASHING OVER FLANGE AT HEAD ONLY NON -CORRODING / / ' PLACE SHINGLES 3/8" MTL EAVE DRIOVER EAVE & RAKE FOLD WEATHER BARRIER DOWN a TAPE DIAGONAL EDGES TO PROVIDE DRIP WALL FLASHING DETAIL - STUCCO OFF -RIDGE VENT FLASHING DETAILWIDE INSTALL 4" IDG CUT&ACROSSHEA�W EDGE MEMBRANE FLASHIN N.T.S. N.T.S. OVERNAILING FLANGE FIRST COURSE HEAD ; EXTEND SELF -ADHERING ' MEMBRANE FLASHING i' � SEAL WINDOW FRAME TO MIN. BEYOND JAMB INSIDE OF R.O. WITH FLASHING SEALANT AT SILL AND A MINIMUM 12'UP BOTH STUCCO/CV FINISH NOTE: JAMS TO FORM A BACK 1 ` 1 WALL SHEATHING WINDOW INSTALLATION & DAM. SEAL BALANCE OF ASSEMBLY . MIN,^ FLASHING DETAILS ARE LOINEx LOW -EXPANDING SEALANT LAP BARR OVER NAILING CONSISTENT WITH ASTM2112 (WHEREDE BACKER ROD SYN WD SIDING OVER FLANGE 16� METHOD A -t EXCEPT APPROVED WEATHER MTHOA-1ESELF-ADHERING MEMBRANE 11-1/2" to 12-1/2" 11-1/2' to 12-1/2" BARRIER-,' - FLASHINGS ARE USED. - —VINYL DRIPAIVEEP EED ,to 1-1/2" 1"to 1-1 /2 LAP WEATHER BARRIER OVER �.�` : � ��\ 2. IT IS THE INSTALLATION — — — — — — — — — — — — — — — METAL FLASHING AND SECURE CONTRACTORS 0 0 o WITH STARTER STRIP 5"x5• METAL FLASHING RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL EXTEND 15# ROOFING FELT )KICK -OUT I 6°%t,PRODUCTS INCLUDING is FLASHING (SEE -J WEATHER BARRIER, SEALANT _ UP WALL 7" MIN. DETAIL 1. I & SELF -ADHERING FLASHING 1 I MATERIALS USED DURING INTERIOR VIEW Z 1 1 CONSTRUCTION. 2 z 5x5 METAL FLASHING OVER r g Em I ROOFING FELT (NAIL TO ROOF / / SHINGLE NAILING n DECK NOT WALL SHEATHING) EXTEND KICK -OUT 2" 3. INSTALL ALL MATERIALS PER STEP 7 STEP 8 STEP 9 �— BEYOND FASCIA \ ` MANUFACTURERS WRITTEN \N' SPECIFICATIONS. CAP SHINGLE - DO NOT NAIL 5 L - INSTALL WITH ROOF CEMENT 'o, WARNING: SEALANT/FLASHINGS MAY ROOFING DETAILS � SHINGLE ROOFING `:�. REACT ADVERSELY IF NOT - ROOF CEMENT � FELT UNDERLAYMENT COMPATIBLE. N.T.S. � SHINGLE ROOFING NOTE: DETAILS ARE FOR SLOPES OF 4:12 OR GREATER,,MTL DRIP EDGE FOR SLOPES BELOW 4:12, ALL ROOFING UNDERLAYMENT \\�� FASCIA NOTE: INSTALL KICKOUT SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED FLASHING AT BOTTOM OF ROOF & WALL INTERSECTIONS WATER BY THE SHINGLE MANUFACTURER FOR USE ON LOW TIGHT SEAL WINDOW FLASHING INSTALLATION DETAILS SLOPE ROOFING PROJECTS WALL FLASHING DETAIL - LAP SIDING WALL/KICKOUT FLASHING DETAIL N.T.S. N.T.S. N.T.S. APPROVED WEATHER .... ....... .... ..... . BARRIER OVERW ..- ...... .... ...... SHEATHING - ... .I...... INSTALL DOOR PLUMB. .... I.'.. .... LEVEL & SQUARE PER LINE OF DOOR OPENING MANUFACTURER WRITTEN ' ' ''I' '--,', INSTRUCTIONS ...... '..I. ..... CUT WEATHER BARRIER FOLD WEATHER ..... BARRIER IN AN AROUND JAMBS .'.�... ... ROOFTRU55E5 .... ROOF TFJ55E5 1. SET THRESHOLDIN 2x4 BLOCKING REQUIRED .1. RED OF SEALANT APPLY SEALANT AT AT PANEI. JOWT5 CORNERS & FRONT EDGE ' OF THRESHOLD STEP 1 STEP 2 STEP 3 NOTE: AT UNPROTECTED DOORS, BOTTOM 5u5FA5Cl BASE LAYER: 1/4th OF JAMBS SHALL BE COMPOSITE, P.T. 5JBFA5G BA5EIA E2 5/6^ DENSGLA55 FIREGUARD SHEA MNG OR OTHER DECAY RESISTANT MATERIAL 5/8" DD60 ASS FREGUARO SHEATHING ATTACH WITH (2)1 " TYPE'W" . . ATTACH WITH 2' NAIL5 OR SCREWS DRYWALL SCREWS ... . NO VENTS ARE ALLOWED .....'. FACE LAYER: ......... INSTALL 4^ WIDE NO VENTS ARE ALLOWED 5/5' DEN5GLAS5 FIREGUARD SHEATHING - 1 ' SELF -ADHERING MEMBRANE FACE U"ER: . ATTACHED WITH 1 k' TYPE "G" DRYWALL FLASHING OVERLAPPING SCREWS ®12"D.G .... ...... DOOR FRAME 1/4" . 518" 9ff,5GLh55 FREGUARD 5HEATHING, -OFFSET JOINTS W BASE AND FACE LAYER 24" ATTACED WITH Z' MR. SCREWS OR NAIL5 0 24'OL. ... ..... ..... ..'. . AY -SET JOINTS N BASE AND FACE LAYER 24" .... :.. ..... ..... . . tN` EMEND SELF -ADHERING . ' ' MEMBRANE FLASHING 1"MIN. MIRb.. INSTALL 4" WIDE ' ' ' ' NOTE: SELF-ADHEBEYOND JAMB FLASHING RING MEMBRANE ..... . . DESIGN DASED ON GA FILE No. RG 2602 FLASHING OVERLAPPING ... DOOR FRAME 1/4' .... .. .. . . >SEDONGAELEWb RC2602.... .. SECTION - (1) 10''JR FIRE RATED (UNDERSIDE ONLY) SOFFIT A5 NEEDED .: SEE DOOR DETAILS FOR SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT A5 NEEDED THI5 DETAIL ONLY APPLIGABI E WHERE 5EPARATION DISTANCE OF OVERHANG 15 LESS THAN 5' AND MORE THAN 2' FROM PROPERTY LIFE FINISHITRIM DETAILS TF95 DETAIL ONLY APPLICABLE WHERE SEPARATION DISTANCE OF W NG 5 LE55 THIN 5 MD MORE THAN O FROM PROPERTY LINE ALTERNATE: ALIFRNATF: RATED SOFFIT ASSEMBLES WHICH MFET STEP 4 STEP 5 RATED SOFFIT A55EMBI-E5 WHICH MEET UL STANDARDS FOR (1) HOUR JL STANDARD5 FOR (1) HOUR FIRE RATING ARE PERMITTED FIRE DATING A,E °ERVITTED DOOR FLASHING INSTALLATION DETAILS N.T.S. OFFICE COPY 5 i� !r IVERLSIDE H M Baird With Confidence 12276 San Jose Blvd. Ste. 120 Jacksonville, FL 32223 (904) 449-1650 www.mytiversidehome.com Lot 43 Atlantic Beach Country Club Novak Residence Flashing Details 1811 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 06.27.2017 7 Scale 1/411 = 11-011 Plan of S Coastal Wheaton Written dimen5ion5 Shall have precedence over Scale dimen5il Contractors Shall verify and be responsible for dimen5ion5 conditions of the job. Northeast Florida Design, Inc. hereby re5erve5 its common I copyrights and other copyrights in these plans, designs and is These plans, designs and ideas are not to be copied or changed manner or form whatsoever, nor are they to be a55igned to any party without first obtaining the express written permission L Northeast Florida Design, Inc. 79i 1 IM ortheast Florida Design, Inc. 12627 San Jose Blv( Suite 702 Jacksonville, FL 322: 904.260.3319 FASCIA METAL FOf� STUCCO, EIFS, OK SIDING RUN METAL LATH TO EDGE 4" OF THE HORIZONTAL SURFACE 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 FLASHING INTERSECTION I-- MIN. 26 GAUGE GALVANIZED 5ONDERIZED N SHEET METAL WOOD BLOCKING OR PLYWOOD EXTENSION MAY VARY ACCORDING TO FASCIA APPLICATIONS STUCCO/EIFS 31TUTHANE / BUILDING PAPER BUILDING PAPER FASTENER FATTEKN FOR METAL LATH 76mm (3") O.C. IN THE FIELD (12 STAPLES PER SQUARE FOOT) PLYWOOD SEAM COVERED 1N 2" WIDE SEAM PAPER AND STAPLES 1 25mm (1112") O.C. ON OVERLAPPED LATH SEAMS EXTENSION METAL TO BE INSTALLED BEHIND DOCK TO WALL FLASHING 4" AND PRE CAULKED BUILDING PAPER TO OVERLAP 4" MIN. BUILDING PAPER TO BF INSTALLED BEHIND SHEET METAL @ THIS POINT MIN. 2" 50mrrm (2") O.C. AROUND PERIMETER NOTE: WHERE LATH OVERLAPS PERIMETER AND FLASHING PAPER (PLYWOOD SEAMS) STAPLE EVERY 11/2" O.C. OVERLAP LATH 19mm (3/4") min. t77) TUP>E STEEL DECK RAIL URETHANE CAULK JOINT_ (TO DE MAINTAINED) PLI-PEK SYSTEM ICC -E5 E5R -2097 EXTENDS UNDER P05T 5/8" MIN EXT. GRADE PLYWOOD (3/4" RECOMMENDED) SLOPE 1/4" PER 12" FACE N ,IL (A MIN. OF TWO NAILS PER SIDE) AT THE -LASHING ON EACH 5i )E OF POST FLAS�1NG IS SECURE TO 5 1BFLOOF WITH N ON A L SIDES GALVANIZED, 2 INSTALLED ON ALL CORNERS OF THE )5T AND NAILED TO THE SUBSTRATE 1/8" - 3/16" GRAVEL STOP 26 GAUGE GALVANIZED 130NDERIZ_ED SHEET METAL FLASHING E z E z CAULK INSIDE AND o N OUTSIDE FASTENERS `-) (FASTENERS PER STRUCTURAL) BASE PLATE AS REQUIRED STRUCTURAL PLANS STEL L POST PER STANDARD GUARDRAIL PANEL 518" MIN EXT GRADE PLYWOOD SLOrE 1/4"x 12" APPLY MANUFACTURER'S RECOMMENDED JOIN" SEALANT AFTER COMPLETION OF PLI-DEK FINISH CoA L. THE PLI-DEK SYSTEM TERMINATES AT THE BASL OF RISER. SEALANT WILL NEED TO BE MAINTAINED PLI-PEK SYSTEM ICC -E5 ESR -2097 THRI1-13OLT5 OR LAG 13OLT5 PER STRUCTURAL PLAN BLOCKING AS REQUIRED PER STRUCTURAL PLANS BEAMS MAY OCCUR FOST FLASHING APPLY MANUFACTURER RECOMMENDED JOINT SEALANT BEHIND FLASHING AND AT THE TOP OF THE FLASHING. APPLY MANUFACTURER RECOMMENDED JOINT SEALANT AFTER COMPLETION OF THE PLI-DEK BASE COAT AROUND BASE OF POST. PLI-DEK SYSTEM TERMINATES AT THIS POINT G568 TO BE COATED ON ALL VERTICAL FLASHING DECK TO WALL FLASHING FOR SIDING SLOPE 1/4" PER 12" DECK PLAN VIEW 2.5 L55/SQ.YD. GALVANIZED (DIPPED) EXPANDED DECK TO WALL FLASHING METAL LATH 2.4 M X.69 M (96" X 27") 1x4 NOTCHED* WOOD TRIM OVERLAPPED 19 MM (3/4") AT EDGES WALL FLASHING FRAMING 410 MM (16") THRESHOLD O.C. MAX OVERLAP LATH ON TH FLASHING (OPTIONAL) FLASHING TO THE EDGE OF THE DECK SURFACE EXTERIOR GRADE PLYWOOD 16 MM (5/8") MIN WITH 3.2 MM (1/8") GAP 5ETWEEN SHEETS FLASHING PAPER TO COVER SEAMS IN PLYWOOD 50 MM (2") MAX. �L OFFSET METAL LATH EDGES 152 MM (6") MIN FROM POST & RAILTHING �r PLYWOOD SEAMS _ 1 FLASHING FLOOR JOIST OR BLK'G - CONNECTION POST PER STURCT. *MAY APPLY GU80 BASE COAT AT POST BASE TO DIVERT WATER CAULK BETWEEN FLASHING AND COMPRESS TOGETHER MIN 2" 5/8" MIN. EXT. GRADE PLYWOOD (5/4" RECOMMENDED' SLOPE 1/4" PER 12" H'1 ii an IVER.SIDE HOMES ii Build With Confidence 12276 San Jose Blvd. Ste. 120 Jacksonville, FL 32223 (904) 449-1650 www.mytiversidehome.com Lot 43 Atlantic Beach Country Club Novak Residence Flashing Details 1811 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By AR J Date 06.27.2017 Scale 1/4" = 1'-0" Plan Coastal Wheaton Sheet 8 of a Written dimen5ion5 Shall have precedence over Scale dimer5ion . Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job, Northeast Florida Design, Inc. hereby reserves its common law copyrights and other copyrights in these plans, designs and ideas. Lhe5e plans, 61e5ign5 and ideas are not to be copied or changed in an, manner or form whatsoever, nor are they to be assigned to any thir party without first obtaining the expre55 written permission from Northeast Florida Design, Inc. 12627 San Jose Blvd _i.:. :_ _ .._.__._._.-.. Suite 702 :......._ _ ....... -- ortheast Jacksonville, FL 32223 Florida Design, Inc. 904.260.3319 THRESHOLD FLASHING POST 1x4 NOTCHED* WOOD TRIM (PER PI_ N) AROUND PERIMETER OF BASE (OPTIONAL) SEALANT DOUBLE FLASHING FOR 5C TO 152mm (2" TO 6") TEP -UP SEALANT NOTCH PDST 1/2" DEEP @ 3" ABOVE '-ECK 5HT'G AROUND --V/\--PERIMETER OF POST PER -',TR UCTURAL THRESHOLD FLASHING 26 GA. BONPERIZED PLI-DEK SYSTEM 2 -PIECE BHEET ICC -ES ESR -2097 METAL EADDLE A )'PLY MANUFACTURER'S RECOMMENDED MIN, 4" L P FULLY INT SEALANT AFTER COMPLETION OF BEDDED IN SEALANT I-DEK FINISH COAT. THE PLI-DEK SYSTEM (ALL DES OF POST TO BE ° ° RMINATES AT THE BASE OF RISER FLAS HC ) 0 0 $ALVANIZED BONDERIZED DECK CAULK BETWEEN FLASHING FLASHING MIN 2" ON DECK AND AND THRESHOLD, AS WELL IGHT DEPENDS ON RISER SIZE AS 5ETWEEN DOOR JAMB VERLAP WALL TO DECK FLASH DOCK SHEETING POST CONNECTION PER AND THRESHOLD �" ON EITHER SIDE. STRUCTURAL V Ir PLI-EK SYSTEM CC -DES ESR 2097 FLOOR JOIST OR BLK'G - CONNECTION POST PER STURCT. *MAY APPLY GU80 BASE COAT AT POST BASE TO DIVERT WATER CAULK BETWEEN FLASHING AND COMPRESS TOGETHER MIN 2" 5/8" MIN. EXT. GRADE PLYWOOD (5/4" RECOMMENDED' SLOPE 1/4" PER 12" H'1 ii an IVER.SIDE HOMES ii Build With Confidence 12276 San Jose Blvd. Ste. 120 Jacksonville, FL 32223 (904) 449-1650 www.mytiversidehome.com Lot 43 Atlantic Beach Country Club Novak Residence Flashing Details 1811 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By AR J Date 06.27.2017 Scale 1/4" = 1'-0" Plan Coastal Wheaton Sheet 8 of a Written dimen5ion5 Shall have precedence over Scale dimer5ion . Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job, Northeast Florida Design, Inc. hereby reserves its common law copyrights and other copyrights in these plans, designs and ideas. Lhe5e plans, 61e5ign5 and ideas are not to be copied or changed in an, manner or form whatsoever, nor are they to be assigned to any thir party without first obtaining the expre55 written permission from Northeast Florida Design, Inc. 12627 San Jose Blvd _i.:. :_ _ .._.__._._.-.. Suite 702 :......._ _ ....... -- ortheast Jacksonville, FL 32223 Florida Design, Inc. 904.260.3319 U c � DESIGN SPECIFICATIONS: GENERAL NOTES: g. All concrete slabs on grade shall be the thickness as indicated on the drawings over Clay Masonry (Brick): 13. Fasten plies of 1 '/." wide engineered lumber as follows: .a) minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with 2 -ply beams with (3) rows of 0.131"x3 Y," nails @ 12"o.c. c 00 Project has been designed in accordance with the 5th Edition (2014) Florida Building 1. The scope of these plans is limited to the structural requirements of this project. 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and 3 -ply beams with (3) rows of 0.131"x3 %" nails @ 8"o.c. (each side) LO Code, Residential, and the Florida Building Code, Existing Building (as applicable). Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, or fibermesh reinforcement shall be used with a minimum fiber length of 2" to 2" Hollow Brick, respectively. Grade SW shall be used. 4 -ply beams with (2) rows of Simpson 6 3/4" long SDW screws @ 12" o.c. N W N and flashing requirements are not addressed in these plans. complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per 2' 4 ch E DESIGN CRITERIA: cubic yard in accordance with manufacturer's recommendations. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. STRUCTURAL STEEL: ti 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall ^ LU Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this ty 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and openings greater than 16" in either direction, and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and = Basic Wind Speed: 130 mph of construction and occupancy. other deleterious material. Structural fill shall be compacted to a density of at least o.c. and placed within 12" of the openings. Erection of Structural Steel for Buildings (latest editions). EE j Building Risk Category: II 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection a. Welded Connections: AWS D1.1 c p "CF) Wind Exposure: C Enclosed Structure 3. The contractor is responsible for the means and methods of construction. It is the shall be provided in accordance with applicable code requirements. If soil treatment 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall b. Structural Steel plates: ASTM A36 (Fy=36 ksi or ASTM A572 (Fy=50 ksi o G7 P ( ) P PP q P (Y- ) (Y- ) w Building Classification: Residential contractor's sole responsibility to determine the procedure, sequence, and tempora is used, the treatment shall be done after all excavation, backfilling, and compaction have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) _� U BuildingT Type V Construction bracing as to insure the safety of the building and its component parts during is completed. 22 gage by 7/8" corrugated and fastened with 1 /4 galvanized roofing nails. d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi Type: YP construction. P Adjustable or strand wire veneer ties shall be used at CMU walls. g (Y ) Wind -Borne Debris: NOT located in the wind-borne debris region 1 e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) n 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or c f 71 CD = Unless otherwise noted, project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for ASTM A53 (Fy=35 ksi) I••i'� , owner and/or contractor. Examples of such items include, but shall not be limited to, commencing work. (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the length 3 determination of grade elevations, drainage features, and special requirements pp g. g of the opening exceeds 6' 0" then 2. All structural steel connections and fabrications shall comply with AISC specifications. � H r� associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, 11. The following minimum concrete cover shall be provided for reinforcement: the steel angle shall be attached to the wood framing with 3/8" x 3" lag screws @ 12" ;v M plates, openings, sleeves, hangers, slab depressions, or other components as may be 3" Concrete cast against and permanently exposed to earth o.c. or Simpson Y4" x 3" SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. d DESIGN DEAD LOADS: required to attach and accommodate other work. 2" Concrete exposed to earth or weather °� p 1 '/2" Concrete not exposed to earth or weather WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes iY Floors: 6. All details and sections shown on the structural drawings are intended to be typical shall not be used. c W o The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work excep 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following 1. All wood framing has been designed in accordance with "National Design Specification z rn where indicated otherwise. (NDS) for Wood Construction," 2012 edition. 5. Bolts shall be installed to the "snug-tight"o U) LLwood subflooring over wood truss, wood I -joist, or solid sawn lumber framing. The floor minimum lengths: condition - u.o.n. shall be Engineer covering is assumed to be carpet, vinyl, wood or ceramic tile. The En g #4 bars: 21" minimum CD o notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contracto #5 bars: 26" minimum 2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior =) N shall contact the Engineer for clarification in cases of conflict between the structural #6 bars: 32" minimum grades of visually graded Southern Yellow Pine dimension lumber per "Supplement to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". � Q (i Roofs: drawings and any drawings prepared by others prior to commencing work. No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by y c ) � Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. the Southern Pine Inspection Bureau (SPIB). 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel Q "t Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. surfaces exposed and visible to the exterior of the structure. CU n _J c:>Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support 3. All wood members exposed to weather or in contact with masonry, concrete or soil E r a 2000 psf. The Engineer shall be notified if soil conditions encountered differ from th reinforcing steel. Support items which bear on exposed concrete surfaces shall have shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish. 00 DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction ends which are plastic tipped or stainless steel. a specified in the soils report shall be followed unless more stringent requirements arE 4. If ACQ treatment is used on any wood member, then all nailing shall require HARDWARE AND ANCHORS: ccu Floors: specified in these plans. MASONRY: hot -dipped galvanized nails meeting ASTM Al 53, Class C, or ASTM B695, Class 50, S Exterior Balconies: 40 psf If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, _i CONCRETE: United Steel Products ) g' pp q Exterior Decks: 40 psf General: (USP), or Engineer approved equal. 0 Stairs: 40 psf (or 300 Ib point load) 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for ca Garages: 50 psf (or 2000 Ib point load) 1. All concrete work shall be in accordance with "Building Code Requirements for 1. All masonry work shall be in accordance with "Building Code Requirements for Metal Plate Connected Wood Truss Construction (TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM All Other Areas: 40 psf Structural Concrete," ACI 318-11, and "Specification for Structural Concrete," ACI 3)1. Masonry Structures," ACI 530-11, and Specifications for Masonry Structures," ACI F1554, Grade 36. 530.1-11 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. FLORIDA C.A. NUMBER; 25846 Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 3. All metal connectors and hardware which are exposed to the exterior or in contact Without Storage: 10 psf Slabs on grade, footings, and misc. concrete: fc=2500psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ID NI With Limited Storage: 20 psf Structural slabs, walls, beams and columns: fc=3000psi 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11". registered Engineer's seal for approval. Design notes shall include the rated load ASTM Al 53, Class C, or ASTM B695, Class 50. �`��\r �� With Storage: 30 psf (fixed stair access) Designated radon zones only - all concrete: fc=3000psi capacity of the truss to truss connectors, and the manufacturer's license to fabricate ,. ,9 3. Mortar shall conform to ASTM C270 and b,r Type M or S. Type N mortar may be used trusses utilizing the connector system proposed. The contractor shall approve 4. Anchor adhesives shall be either SET -XP or AT -XP by Simpson Strong -Tie (with a ��`� to �NS•'•.•' V �''�� Roofs: 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) in brick veneer. fabrication and installation drawings showing size, shape and layout. Florida Product Approval) and installed according to the manufacturer's instructions. �.' �C) ••� Less than 4:12 slope: 20 psf Holes shall be cleaned of all debris and brushed out prior to installation of anchor �: V •� * t 4:12 slope or greater: 16 psf 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) 4. The contractor shall be responsible for the design and installation of all flashing. 8. Jobsite handling and erection, including temporary bracing, during installation of adhesive. °e NO • _ trusses shall comply with TPI / WTCA BCSI 1. DEFLECTION CRITERIA: 5. Water shall ho clean and free of injurious amounts of oil, acids, alkalis, salts, organi : Concrete Masonry (CMU): ROOF COVERING: material or other substances that are deleterious to concrete or steel reinforcement. 9. All prefabricated wood trusses subjected to uplift conditions shall be seoIrely fastened E % {� a Walls: 1. Concrete masonry units (CMU) shall be ASTM C90-116, Hollow Load -Bearing to their supporting walls or beams with metal connectors as noted in the truss 1. The contractor shall be responsible for the design and installation of the roof covering A •• F REQ*•�' Wind loads with taster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the Connection Schedule. • p Concrete Masonry Units, normal weight, with a minimum compressive strength of system. v,,� * ••*•!'•�„.•� Wind loads with other brittle finishes: U240 * structural drawings. All reinforcing details shall conform to "Details and Detailing of 1900 psi (fm=1500 psi). ''' SS�QNR��``�•�```, Wind loads with flexible finishes: U120 or U180 Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural 10. All gable ends shall be balloon framed or braced in accordance with the applicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the c e�amm�mmun�"° * U180 for exterior walls with interior gypsum board finish. drawings. 2. All continuous reinforcing steel in masonry ;hall be lap -spliced with the following detail as shown in the structural drawings.manufacturer's requirements. q OS -10-17 Floors: minimum lengths: EFLOYD S. SIMPSON, PE Live Load: U480 * 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #4 bars: 20" minimum 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation c Total Load: U240 * shall be in accordance with "Standard Tolerances for Concrete Construction and #5 bars: 25" minimum be provided by others. Manual," and the manufacturer's requirements. co FL PE No. 50791 * Increased floor stiffness may be required by floor covering manufacturer Materials," ACI 117. Footing or slab edges may be up to 1!2" inside of the sill plate. #6 bars: 30" minimum OMMENTS: 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according (D Roofs: 3. Grout all cells containingvertical reinforcement in 5'-0" maximum lifts. specifications: m to the manufacturer's requirements. c Live Load: U240 LVL or Parallam LSL L Total Load: U180 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall E=2,000,000 psi E=1,550,000 psi 5 The contractor shall be responsible for the design and installation of all metal flashing height exceeds 5'-0". Fb=2,600 psi Fb=2,325 psi and valley material. O Fc =750 psi Fc =900 psi 5. Beam reinforcement shall be continuous across control joints. Fv=285 psi Fv=310 psi o U N O - O C CD C 3 E2 c cv vi -''J .21� �» CD a vi cu a> All window, door and soffit assemblies shall be designed to withstand the design Cn pressures indicated below and shall be installed in accordance with the manufacturer's requirements. (15 C .211 1 - WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP 5 INTERIOR ZONE 4 Pos Neg Pos Neg Uplift Capacity (Ilbs) TYPICAL INTERIOR ZONE (4) 0 to 20 sf 24.2 -32.4 24.2 -26.2 20.1 to 56 sf 23.2 -30.1 23.2 -25.2 50.1 to 100 sf 21.7 -27.3 21.7 -23.8 100.1 to 200 sf 20.5 -25.2 20.5 -22.6 200.1 to 500 sf 19.5 -23.0 119.5 -21.5 Soffit Design Pressure 24.2 -32.4 24.2 -26.2 Base Design Pressure 20.50 GCpi = t0.18 Metal TYPICAL EDGE STRIP (5) Simpson ID a = 5.0' Uplift Capacity (Ilbs) TYPICAL INTERIOR ZONE (4) Anchorage (U.O.N.) A35 MPA 1 n/a a Q, n/a AB U44 - Z PAU44 - TZ 2200(SYP) 0 U (12) 0.162" x 2% or (12) 0.162" x 3'h" 5/8" w/ 7" embed ABU66 - Z 1� 2300(SYP) I c a� Metal Connector Fastening Schedule Simpson ID USP ID Uplift Capacity (Ilbs) Fasteners Anchorage (U.O.N.) A35 MPA 1 n/a (12) 0.131" x 1 % n/a AB U44 - Z PAU44 - TZ 2200(SYP) (12) 0.162" x 2% or (12) 0.162" x 3'h" 5/8" w/ 7" embed ABU66 - Z PAU66 - TZ 2300(SYP) (12) 0.162" x 2'h" or (12) 0.162" x 3%" 5/8" w/ 7" embed CS 16 RS 150 1705(SYP or SPF) (11) 0.148" x 3" in each end - (22) total n/a DSP RSPT6-2 775(SYP or SPF) (8) 0.148" x 1%"into studs (6) 0.148" x I%" into double plate n/a DTT2Z DTB-TZ 2145(SYP) 835(SPF) (8) %4" x 1%" SDS '/2" w/ 4'/2" embed (mono) and 7" embed (stem) GBC HC520 n/a (5) 0.131" x I%" into gable brace (7) 0.131" x 21A" into double plate n/a H2.5A n/a: use RT7 600(SYP) (5) 0.131" x 2'/�" in each end - (10) total n/a H2.5T n/a: use RT -7 545(SYP or PF) (5) 0.131" x 1Yz" in each end - (10) total n/a H3 RT3A 455(SYP) W (4) 0.131" x 2%" in each end - (8) total n1a H6 LFTA6 950(SYP) 8 '0(SPF) (8) 0.131" x 2% in each end - (16) total n/a H8 RT8A 745(SYP) (5) 0.148" x 1% in each end - (10) total n/a HDQ8 n/a: use UPHD8 7630(SYP) 5495(SPF) (20)'/4" x 3" SDS 7/8"w/ 15" embed (SET -XP epoxy only) HDU5 PHD5 5645(SYP) 065(SPF) (14)'/4" x 2'/z" SDS 5/8" w/ 7" embed (mono) and 12" embed (stem) HDU8 PHD6 6970(SYP) 5020(SPF) (20) Y4" x 3" SDS 7/8" wl 15" embed (SET -XP epoxy only) HETA16 HTA16 1810(SYP) (10)0.148"x 1'/2" 4" embed HTS20, HTS24 or HTS30 HTW20, HTW24 or HTW30 1450(SYP) 245(SPF) (10) 0.148" x 3" in each end -(20) total n/a HTSM16 or HTSM20 HTWM16 or HTWM20 1175 (SYP) (8) 0.148" x 3" into wood (4) %" x 2%" Titen into CMU (4) Y4" x 13/" Tten into concrete n/a HTT4 HTT4 4235(SYP) 640(SPF) (18) 0.162" x 2%" 5/8" w/ 7" embed (mono) and 12" embed (stem) HTT5 HTT5 5090(SYP) 375(SPF) (26) 0.162" x 2'/V 518" w/ 7" embed (mono) and 12" embed (stem) LTP4 MP4F n/a 0 (12) 0.131" x I%" n/a LSTA18 LSTA18 1235(SYP) 110(SPF) (7) 0.148" x 3" in each end - (14) total n/a LTS12 LTW12 775(SYP) 6E;5(SPF) (6) 0.148" x 3" in each end - (12) total n/a MSTA24 MSTA24 1640(SYP) 455(SPF) (9) 0.148" x 3" in each end - (18) total n/a MSTAM24 MSTAM24 1500(SYP or SPF) (9) 0.148" x 3" into wood (5)'/4" x 2%" Tien into CMU (5)'/4" x 13/" Titen into concrete n/a MSTA30 MSTA30 2050(SYP) 820(SPF) (11) 0.148" x 3" in each end -(22) total n/a MSTA36 MSTA36 2050(SYP or SPF) (13) 0.148" x 3" in each end - (26) total n/a MSTAM36 MSTAM36 1870(SYP or SPF) (13) 0.148"x 3" into wood (8)'/4" x 2'/4" Titen into CMU (8) %" x 13/4" Titen into concrete n/a MTS12 or MTS20 MTW12 or MTVV20 1000(SYP) 60(SPF) (7) 0.148" x 3" in each end - (14) total n/a MTSM16 or MTSM20 HTWM16 or HTWM20 860(SYP) (7) 0.148" x 3" into wood (4)'/4" x 2'/4" Tien into CMU (4)'/4" x 13/4" Tien into concrete n/a PA51 TA51 2940(SYP or SPF) (14) 0.162" x 2%" or (14) 0.162" x 3%" 4" embed SPH4 or SPH6 SPTH4 or SPTH6 680(SYP) 5 85(SPF) (12) 0.148" x 1'/]" n/a SSP RSPT6 350(SYP or SPF) (4) 0.148" x 1'%" into studs (3) 0.148" x 1%" into double plate n1a STHD14 TS _TA D14 4210(SYP or SPF) (30) 0.148" x 3 %" 14" embed Notes: 1. All connectors are manufactured by Simpson Strong -Tie or USP Structural 2. SYP = Southern Pine; SPF = Spruce -Pine -Fir 3. Mono = monolithic concrete; stem = masonry stemwall or bond beam 4. Anchorage refers to threaded anchors with noted diameters and embedment Connectors (U.O.N.) depths c a� t m CU ui 7+ CL CU a> a cl CM c CU a) -v c Cn CD co c REVIEWED FOR CODE COMPLIANCE CHECKED BY: W CITY OF ATLANTIC BEACH � TITLE. GENERAL NOTES SEE PER- HITS FOR ADDITIONAL � REQU1RE3vm`:N't'S AND CONDITIONS = SHEET: REVIEWED BY:_ _ _ . DATE: ��' C:) N � t m 7+ CL O v 0 -v c co � U 2' C V J CL = W Q Q cCU LLJ O E O Cal Z V � W 0 Z O J Q � >, E W I- W a M ' d. V UUU - f- 0 _LI J w c JOB NUMBER: 17-11991 COUNTY:DUVAL 2, aa) bLALt:w NTS DO NOT SCALE THIS DRAWING 7 = RELEASE DATE: OFFICE COPY U 08-1017 C m DRAWN BY: BTC - JCG REVIEWED FOR CODE COMPLIANCE CHECKED BY: W CITY OF ATLANTIC BEACH � TITLE. GENERAL NOTES SEE PER- HITS FOR ADDITIONAL � REQU1RE3vm`:N't'S AND CONDITIONS = SHEET: REVIEWED BY:_ _ _ . DATE: ��' C:) N � STEMWALL 75'-11j" 3'-0" 41'-5 " _ J \m I ` p U m 13'-4" 1'-0" FOUNDATION PLAN ci c (T r l c v (u a� c (b O CV LL N p� M Eo ILL i3 � O E T J C 19 Z _c O O CID�e L21 N Q � W 0= W LLJ cncnM N O co V W mato Z o c) EL w 0 o O W Q N L(p 3 U j cQ c a o- O C3' -2 �a 00 CC 0 (U FLORIDA C.A. NUMBER; 25846 L ,• cu s. SII►�p''��% No/ 07 1 f � /gTAT O cu Ill fill I'll -17 FLOYD S. SIMPSON, PE cu FL PE No. 50791 OMMENTS: O m C cu C) L O O .Q O U O O O C O L cu co a) CID a> L G L ai 0 co L a CL 0 0 = Q w a a o W E 0 m V v = 0 cn — a> In Z O � J T W W Q L - M — z W _W 0J n c JOB NUMBER: COUNTY: 17-1199 DUVAL LLJ Y4" =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING = RELEASE DATE: 08-10-17 CJ = SUGGESTED CONTROL JOINT ci LOCATIONS (SEE DETAIL "T" ON SD -1) =DENOTES TWO STOR OFFICE C0PY 'c) DRAWN BY: BTC - JCG FOOTING CONDITION CHECKED BY: cFSS _ W TITLE: FOUNDATION PLAN CONTRACTOR SHALL VERIFY ALL DIMENSIONS cn USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION = SHEET: N w W Y N 2 cX X N (2) 2x12 HEADER 2J 2K HU410HANGER WITH SKEW OPTION (2) JACKS MIN. \ 2x10 LEDGER WITH (6) 0.131" x 3" NAILS INTO EACH VERTICAL TRUSS END FULL HEIGHT WALL SHEATHING TYPICAL ALL EXTERIOR WINDOW AND DOOR OPENINGS 2x6 HEADER 1J I 2K IC? MIII I `-(2) JACKS MIN. U- X 1 Sb -3 ..... 2x10 LEDGER WITH . I (6) 0.131" x 3" NAILS III SII INTO:EACH VERTICAL III C(2).2xxl2 RAISED TRUSS WEB .......................................... I -------- SWC ---- ---- (2)2x10 HEADER g TOENAIL BEAM TO 2J 1K m DOUBLE PLATE WITH II 0.131 "x3" @ 4" O.C. R SD -3 -NOTE: EACH REAR POST SHALL BE TREATED 44 POST ON ABU44-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 NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM Y8" SHEATHING FASTEN WITH 6d COM OR BOX NAILS AT 6" O.C. ON EDGES AND 12" O.C. IN THE FIELD (2) 2x8 HEADER 2J —1 K = (2) 2x4 BUILT-UP POST (MIN.) I� III I I (2) 2x4 BUILT-UP POST (MIN.) I I I� I� I I.. (2) JACKS MIN. II h �✓ ��'S III (2) 2x6 BUILT-UP POST (MIN.) 2x8 LEDGER WITH (4) 0.131" x 3" NAILS INTO EACH VERTICAL TRUSS END (2) 2x6 BUILT-UP POST (MIN.) (2) 2x6 BUILT-UP-/ POST (MIN.) II III (2) 2x6 BUILT -UP - POST (MIN.) \ WALL LAYOUT -FIRST FLOOR =1� >II SII J =¢cZ7u W Q w yl IIII 0 m �Lu 0 S 0 0 0 X NI 0 w j p S 0 w N N N U LJ Z N mea z cr) IIII (2) JACK STUDS (2) KING STUDS R GARAGE DOOR NOTES 1. INSTALL (1) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER NAIL STRAP INTO HEADER AND JACKS BELOW 12. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM 3a" SHEATHING FASTEN WITH 6d COM OR BOX NAILS AT 6" O.C. ON EDGES AND 12" O.C. IN THE FIELD 11n �1 II III I II III III I II I II I II I II I II (2) 2x12 HEADER 2J 2K GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 23.6 psf ± CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "B" ON S-9) DECORATIVE PERGOLA SEE DETAIL "D" ON S-9 (TYPICAL) CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "B" ON S-9) NII OTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHT OF 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 %" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) & "FLEXIBLE" (SIDING)- U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. U � � l c v 'c a� c Lu N M E J u_ O Lid a� E Z _c O a� n � W 0= cel 3 4tw M '- Nt 0 w� CDzCD 01 U)ii w =) — _ o 0 = N 45; Q CD 3 U j o°o -2 O 00 c � 0 .$' .21 FLORIDA G.A. NUMBER: 25846 �` 0 1 ``„paec�w1OOuuau SI PS; o 00 •��, 0 491 • s+: cu ■ + cn E •j[ �Euj SION E i%110140111�r�� FLOYD S. SIMPSON, PE m FL PE No. 50791 ,!=— OMMENTS: v 0 J .o 0 0 c cu cn c cu c cu cl cu N r_ c L O c cu V SHEARWALL LEGEND: a V Q 0 = 0 = NON-BEARING WALL Quj D= BEARING WALL E O m V E _ SW -6 _ N = V ■ D = SHEARWALLS FASTENED WITH 8d COM (0.131" x M") c, W ll�_ Z NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON °' Q ZQ 0 INTERMEDIATE SUPPORTS N SW -3 W D = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2y2") NAILS @ 3" O.C. ON EDGES AND 12" O.C. ON > M INTERMEDIATE SUPPORTS V w SBS = SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWALL mw O NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL U BE NAILED @ 3" O.C. TOP AND BOTTOM PER roe NUMBER:17-1199 COUNTY:DUVAL DETAILS "A" & "B" ON SHEET SD -2 - U.O.N, w TIALt: WOOD FRAMED HEADER LEGEND: %" = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING SIZE = RELEASE DATE: OF HEADER OFFICE C O P i 08-10-17 2 2x_ HEADER m J K DRAWN BY: BTC - JCG QUANTITY UANTITY '53rSHEET: D BY: SS OF JACKS OF KING STUDS w NOTE: WALL LAYOUT ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM FIRST FLOOR (2) 2X6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE = INSTALLED WITHMINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH N MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) Q W IIII J Qz W Z IIII (UO3 uj �Lu 0 0 0 0 X NI 0 w j p S � =N IIII � fn � '��aNl N z M� IIII m� IIII o 0 IIII (2) 2x12 HEADER 2J 2K GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 23.6 psf ± CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "B" ON S-9) DECORATIVE PERGOLA SEE DETAIL "D" ON S-9 (TYPICAL) CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "B" ON S-9) NII OTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHT OF 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 %" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) & "FLEXIBLE" (SIDING)- U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. U � � l c v 'c a� c Lu N M E J u_ O Lid a� E Z _c O a� n � W 0= cel 3 4tw M '- Nt 0 w� CDzCD 01 U)ii w =) — _ o 0 = N 45; Q CD 3 U j o°o -2 O 00 c � 0 .$' .21 FLORIDA G.A. NUMBER: 25846 �` 0 1 ``„paec�w1OOuuau SI PS; o 00 •��, 0 491 • s+: cu ■ + cn E •j[ �Euj SION E i%110140111�r�� FLOYD S. SIMPSON, PE m FL PE No. 50791 ,!=— OMMENTS: v 0 J .o 0 0 c cu cn c cu c cu cl cu N r_ c L O c cu V SHEARWALL LEGEND: a V Q 0 = 0 = NON-BEARING WALL Quj D= BEARING WALL E O m V E _ SW -6 _ N = V ■ D = SHEARWALLS FASTENED WITH 8d COM (0.131" x M") c, W ll�_ Z NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON °' Q ZQ 0 INTERMEDIATE SUPPORTS N SW -3 W D = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2y2") NAILS @ 3" O.C. ON EDGES AND 12" O.C. ON > M INTERMEDIATE SUPPORTS V w SBS = SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWALL mw O NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL U BE NAILED @ 3" O.C. TOP AND BOTTOM PER roe NUMBER:17-1199 COUNTY:DUVAL DETAILS "A" & "B" ON SHEET SD -2 - U.O.N, w TIALt: WOOD FRAMED HEADER LEGEND: %" = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING SIZE = RELEASE DATE: OF HEADER OFFICE C O P i 08-10-17 2 2x_ HEADER m J K DRAWN BY: BTC - JCG QUANTITY UANTITY '53rSHEET: D BY: SS OF JACKS OF KING STUDS w NOTE: WALL LAYOUT ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM FIRST FLOOR (2) 2X6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE = INSTALLED WITHMINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH N MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) Q FULL HEIGHT WALL SHEATHING — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I ------zu--- I NT. 3 SPANS BALLOON FRAME TOWER WITH 2x6 STUDS @ 12" O.C. 2x8 HEADER 2J 2K (2) 2x6 BUILT-UP POST (MIN.) /H01 I -- -- U51 I I I W � � I Y �� N I (2) JACKS00 n? I MIN. z N N N U v R ....................................... I I� I� AA U &II � U:II oa NitII x�II N Q: v Lu I I jI II LO Iw :II (3) 2x6 BUILT-UP I� �I POST (MIN.) WALL LAYOUT -SECOND FLOOR EACH BALCONY POST SHALL BE TREATED 44 POST STRAPPED TO FRAMING BELOW WITH MSTA36-Z STRAP STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM %" SHEATHING FASTEN WITH 6d COM OR BOX NAILS AT 6" O.C. ON EDGES AND 12" O.C. IN THE FIELD 13 NOTES: 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHT OF T-1%8" - U.O.N. 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 %" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS SHEARWALL LEGEND: = NON-BEARING WALL D = BEARING WALL _ SW -6 _ v c � cCID W N m M LL U r �� W 0 zC O Q) Mn U a> Q � W 0= Imo", CV 3 � � w Q0`> = M x U) 0 O CO Vw O Z � o � LL I= Ir TI ,I C(D o O op 3: C/)cq � O J M � W t co a Nr G o 1 FLORIDA C.A. NUMBER: 25846 cu : 0cc NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON cn = RELEASE DATE: 08-10-17 3'C ov- INTERMEDIATE SUPPORTS o P1� 0 SW -3 _ 510N 111 (2) 2x6 BUILT-UP POST (MIN.) /H01 I -- -- U51 I I I W � � I Y �� N I (2) JACKS00 n? I MIN. z N N N U v R ....................................... I I� I� AA U &II � U:II oa NitII x�II N Q: v Lu I I jI II LO Iw :II (3) 2x6 BUILT-UP I� �I POST (MIN.) WALL LAYOUT -SECOND FLOOR EACH BALCONY POST SHALL BE TREATED 44 POST STRAPPED TO FRAMING BELOW WITH MSTA36-Z STRAP STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM %" SHEATHING FASTEN WITH 6d COM OR BOX NAILS AT 6" O.C. ON EDGES AND 12" O.C. IN THE FIELD 13 NOTES: 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHT OF T-1%8" - U.O.N. 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 %" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS SHEARWALL LEGEND: = NON-BEARING WALL D = BEARING WALL _ SW -6 _ v c � cCID W N m M LL U r �� W 0 zC O Q) Mn U a> Q � W 0= Imo", CV 3 � � w Q0`> = M x U) 0 O CO Vw O Z � o � LL I= Ir TI ,I C(D o O op 3: C/)cq � O J M � W t co a Nr G o 1 FLORIDA C.A. NUMBER: 25846 cu Ss 0cc NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON cn = RELEASE DATE: 08-10-17 3'C ov- INTERMEDIATE SUPPORTS o P1� 0 SW -3 _ 510N � rrrnnn1°01Dg-10-17 T FLOYD S. SIMPSON, PE o FL PE No. 50791 !=- (COMMENTS 0 0> O O C CC C N J cli cu 0> a 42) cn a> r F- E2 0 a> �. Y4" = V-0" (U.O.N.) NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON cn = RELEASE DATE: 08-10-17 INTERMEDIATE SUPPORTS 0 SW -3 _ D = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2%") -0NAILS @ 3" O.C. ON EDGES AND 12" O.C. ON ca N SBS = SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWALL 2' V J a o = Q F— W Q 0 0 OWO V 0 = U Q Z Q a> � W s — M — w z w_ 0 m U d c JOB NUMBER: COUNTY: w 17-1199 DUVAL D = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2%") �. Y4" = V-0" (U.O.N.) NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON cn = RELEASE DATE: 08-10-17 INTERMEDIATE SUPPORTS SW -3 _ D = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2%") -0NAILS @ 3" O.C. ON EDGES AND 12" O.C. ON INTERMEDIATE SUPPORTS SBS = SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWALL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL BE NAILED @ 3" O.C. TOP AND BOTTOM PER DETAILS "A" & "B" ON SHEET SD -2 - U.O.N. WOOD FRAMED HEADER LEGEND: SIZE OF HEADER OFFICE COP O C (2)2x' HEADER A 1 -, — DRAWN BY: BTC - JCG QUANTITY QUANTITY '5> CHECKED BY: OF JACKS OF KING STUDS W 0FSS TITLE: NOTE: E WALL LAYOUT ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM SECOND FLOOR (2) 2X6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE = SHEET: INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH N MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) @ S�4 �. Y4" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING = RELEASE DATE: 08-10-17 (2)2x' HEADER A 1 -, — DRAWN BY: BTC - JCG QUANTITY QUANTITY '5> CHECKED BY: OF JACKS OF KING STUDS W 0FSS TITLE: NOTE: E WALL LAYOUT ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM SECOND FLOOR (2) 2X6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE = SHEET: INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH N MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) @ S�4 2x10 LEDGER WITH (6) 0.131" x 3" NAILS INTO EACH VERTICAL TRUSS END NAIL INTO SOLID BLOCKING BEHIND HANGER AT GIRDER 2x10 LEDGER WITH AILINTO SOLID 1) ALL TRUSS CONNECTORS ARE BASED ON (6) 0.131" x 3" NAILS BLOCKING BEHIND (2) 1 %" x 20" 2.0E LVL INTO EACH VERTICAL HANGER AT GIRDER 2x6 RAFTERS @ 24"O.C. TRUSS WEB 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM INSTALL 2x8 RIDGES AS REQUIRED II H2.5T OR SDWC 15600 1 TOENAIL EACH MEMBER AT EACH END II A03: A03: A03 A03: A03 A02: A01: J05 J04 J03 WITH (4) 0.131"x A" NAILS. (TYPICAL) �- No cn m co v IV') cn o o 0 CD 0 o m 0 0o 0)m rn m o 0 0 0 Is') � U*) LO v o o 0 0 0 0 0 0 0 pp m m m m m m m m m m o 0 0 0 0 0 0 0 0 0 I I APPROVAL OF THE ENGINEER OF RECORD co l l F04 INTERIOR SIDE OF WALL F03 (5) REFER TO MANUFACTURER'S INSTALLATION DETAILS I) I I :.. J07 II II I I II 0 O J07 III F03 co W 4 J07 F03 F03 V� O F03 c) =N A03: F09 co 3 C/) Oq F08 C:) m m FOP 2x10 LEDGER WITH (6) 0.131" x 3" NAILS INTO EACH VERTICAL TRUSS END NAIL INTO SOLID BLOCKING BEHIND HANGER AT GIRDER A03 A03: A03 A03 II 1) ALL TRUSS CONNECTORS ARE BASED ON I:II FO" I I (2) 1 %" x 20" 2.0E LVL FOE (2) 1 %'1 x 20" 2.0E LVL III F05 II II 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM III III FO II H2.5T OR SDWC 15600 1 III I I I F05 II A03: A03: A03 A03: A03 A02: A01: J05 J04 J03 II CONTRACTOR 1fI F04 I I F04 I I APPROVAL OF THE ENGINEER OF RECORD F04 l l F04 INTERIOR SIDE OF WALL F03 (5) REFER TO MANUFACTURER'S INSTALLATION DETAILS I) I I III F03 II II I I II 0 O IIIBEAM III F03 co W 4 III III F03 F03 F03 V� O F03 F12 III F13 III F13 OVER SHEAPER ni-TAII 1 All /1A1 n C .::::: 7'. m �: 11 ... OVER SHEARWALL PER -1-TA All II A.1 11A1 n IT 0 0 0 0 ............. �\ 0 z� Oj H",';24-/ AT24 - AT C:, O �I ILL LL H24� AT LOWER ROOF LAYOUT 0 X N LUS210-Z HANGER (TYPICAL) I I E01 -2x8 LEDGER WITH (4) 0.131" x 3" NAILS E01 INTO EACH VERTICAL TRUSS END I I E01imn IIII I I IIII � I II II IIII i I II IIII I I I -DECORATE PERGOLA IIII I I SEE DETAIL "D" ON S-9 (TYPICAL) IIII I I IIII I I II II IIII I IIII IIII i � J14 o c NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR CIf1F f1F THF 1N01 I TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON (2)1 3/" x 20" 2.0E LVL UPLIFTS COMPUTED BY ENGINEER OF RECORD (2) 1 %" x 20" 2.0E LVL UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS (2) 1 %'1 x 20" 2.0E LVL SHALL BE DISREGARDED 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM ALL OTHER TRUSSES (ROOF) H2.5T OR SDWC 15600 1 H2.5T OR SDWC 15600 H2.5T OR 1 SDWC 15600 BEAM I.D. NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON (2)1 3/" x 20" 2.0E LVL UPLIFTS COMPUTED BY ENGINEER OF RECORD (2) 1 %" x 20" 2.0E LVL UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS (2) 1 %'1 x 20" 2.0E LVL SHALL BE DISREGARDED 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER M E DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR ^ APPROVAL BY THE ENGINEER OF RECORD AND THE O CONTRACTOR N zC O 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR '-GABLE BRACE LOCATIONS APPROVAL OF THE ENGINEER OF RECORD SEE DETAIL "N" ON SD -2 CID Q CD 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL W (5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS 0 O IIIBEAM SCHEDULE Ill co W 4 BEAM I.D. BEAM SPECIFICATIONS BM1 (2)1 3/" x 20" 2.0E LVL BM2 (2) 1 %" x 20" 2.0E LVL BM3 (2) 1 %'1 x 20" 2.0E LVL OFFICE COP INSTALL 2x10 BLOCKING BETWEE —77 JOIST. TOENAIL AT THESE EDGE; 1 / WITH 0.131"x 3" NAILS @ 4"O.C. (TYPICAL) OPEN WEB TRUSS OUBLE PLATE OF SHEARWALL A DETAIL - BLOCKING AT SHEARWALL S-5 U C m C T 1 V c tm O u") W N M E � rn � ^ � O � W O N zC O cn Ou •� ATL) Q it CID Q CD ci CV W M 0 O G� co W 4 � _o Z � C) u- V� O c) =N 4:-:`t w 3 C/) Oq C:) m 0 � O a 00 T c cu T _o di c cn cn cu FLORIDA C.A. NUMBER: 25846 CD AG ID 10 If fill,, sl •'co '• v •• ` L V 9 cu i • O�' s• E � SPIE '• � ✓i I* • F �`+i ce c �rrrrnr►unnuuatlN�` E08-10-17 FLOYD S. SIMPSON, PE cu FL PE No. 50791 r_ -COMMENTS: -0 CID cn c cu L U O -0 a> Q 0 U ai 0 0 c c -a a c cu vi c rn a� -a cu a> (n a� s F - vi c a� -a c tvnz tv �i m c cn a� CL U 0 c cu 2 V cr' a V Q 0 = Lu a a oo O V o = V wo z Z O _ � J Q LV �— Q Lu o � ML — W L408 5�UMBER: w 17-1199 COUNTY: DUVAL Er %" =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING = 1 RELEASE DATE: 08-10-17 U c NDRAWN BY: BTC - JCG c Q)CHECKED cFSS BY: W E TITLE: LOWER ROOF LAYOUT 0 = SHEET: N r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HTT4 H01 (2) HTS24 N HANGER H10 HTS24 (2) HTS24 H12 (2) HTS24 v HANGER M02 HTS24 0 O U) LLJ IM HANGER ALL OTHER TRUSSES H2.5T OR SDWC 15600 / H2.5T OR SDWC 15600 N O c w W p�QM X I O N W O C6 Z I � U 0 I I I I I I I CO 3 00 j OC! w � � I � O rn HTS24 0 a� c m cu AT TRUSS _' FLORIDA C.A. NUMBER: v ?_ LO cnY Y obi r�i J J ID cu o `"pu�uuuu11 r10 • = '41 : cc LAJ o Q; L F��-. : L0\ -o � , E, 0Y06),61IM PSON, PE cu FL PE No. 50791 OMMENTS: (D 0 c cu J35 s U O �sr� .Q 0 J35 0 0 c cu J35� cu a c cu vi c m a� cu cu aD a� a� �i vi \04 cn 0 N N a c J36 cu cl cu (D J36 a J36 I (` �� cu CD cn a> ... .. ....... ......... rn •L o. 0 J22 U (D ' : J38 c cu 37 J37 I ^` T O 0 U III J32 W Q Q C E Q m V = V 0 Z O ............ J ~ �^ W E- Q W 44 M L5 — c J23 W O c J39 JOB NUMBER: 17-1199 COUNTY: DUVAL W 0 a, %" =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING I RELEASE DATE: 08-10-17 U `(2) HTS24 C Q> :: DRAWN BY: BTC - JCG 37.. CHECKED BY: �17137 W TITLE: UPPER ROOF LAYOUT AT TRUSS = SHEET: 0 04 J24 J39 H12 L _L _J _L' J36 I I I I I I I I I I 1I H09 ................... ........... .......................... AT TRU H08 HTT4 ON % ROD AT TRUSS UPPER ROOF LAYOUT 17 I� 18 I� I I 19 ( I 19 I I 19 19 I l 19 I 19 I l I I 18 II 0 NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR .,Inn Or THF WAI I TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT G05 HTT4 HTT4 H01 (2) HTS24 N HANGER H10 HTS24 (2) HTS24 H12 (2) HTS24 v HANGER M02 HTS24 0 O U) LLJ IM HANGER ALL OTHER TRUSSES 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 OFFICE COPY c � � l �i c co W N 0 L co h U 0 m L E v c J N 7 Z .S cn 0 O U) LLJ IM D U o Q y N O N O c w W p�QM X � ? O N W O C6 Z o � U 0 Q N CO 3 00 j OC! w o o O rn 0 a� c m cu _' FLORIDA C.A. NUMBER: 25846 T N ID cu o `"pu�uuuu11 r10 • = '41 : cc LAJ o Q; L F��-. : L0\ -o � , E, 0Y06),61IM PSON, PE cu FL PE No. 50791 OMMENTS: (D 0 c cu s U O a� .Q 0 a� 0 0 c cu m cu a c cu vi c m a� cu cu aD a� a� �i vi cn 0 a c cu cl cu (D a vi m c cu CD cn a> rn •L o. 0 U (D 0 c cu L ^` T O 0 U III cu W Q Q C E Q m V = V 0 Z O U) J ~ �^ W E- Q W s M L5 — c Z W W O c JOB NUMBER: 17-1199 COUNTY: DUVAL W 0 a, %" =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING = RELEASE DATE: 08-10-17 U C Q> C DRAWN BY: BTC - JCG C •5) CHECKED BY: C W TITLE: UPPER ROOF LAYOUT CD -0 cn = SHEET: 0 04 HU410HANGER WITH SKEW OPTION .......................................... ANCHOR BOLT /HOLDOWN HOLDOWN EACH REAR POST SHALL BE TREATED 44 POST ON ABU44-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 LSTA18 EACH END OF HEADER LSTA18 EACH END OF HEADER HOLDOWN LSTA18 EACH END OF HEADER LSTA18 EACH END OF HEADER HTT5 HOLDOWN HOLDOWN TS24 STRAP f5 FROM RAISE BEAM HOEDOWN TO HEADER III III MSTA24 STRAP III q w FROM RAISE BEAM III 4/ HTT • jam/ HOLDOWN II MSTA24 STRAP II fel FROM RAISE BEAM III • _ _ TO BEAM BELOW _ III • ___=====11 III MTS12 STRA (I BEAM III II III II III II III II i75 TT5 HTT5� BOLT HOEDOWN I I o a HOLDOWN 75 HOLDOWN HOLDOWN DO m ON / ROD AT BEAM o N UUP (8" EMBEDMENT SET -XP ADHESIVE) ¢ 75 % ROD FROM ABOVE HOEDOWN (8" EMBEDMENT SET -XP ADHESIVE) HOLDOWN Q TT5... ...... " HOLDOWN III III lll EMBEDDED STRAP AT- - GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 HTT HOLDOWN \-HTTS/ \ -HTT5 HOLDOWN HOLDOWN ON Y2" ROD AT BEAM (8" EMBEDMENT SET -XP ADHESIVE) ROD FROM ABOVE (8" EMBEDMENT SET -XP ADHESIVE) TIE -DOWN LAYOUT - FIRST FLOOR 1.9 ju 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 CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "B" ON S-9) DECORATE PERGOLA SEE DETAIL "D" ON S-9 (TYPICAL) CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "B" ON S-9) NOTE: ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE, (1) SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SPH_ AT DOUBLE PLATE, (2) SIMPSON SDWC 15600 SCREWS STUD TO DOUBLE PLATE PER SIMPSON DETAIL. S ELEVATION- SDWC 15600 OPTIMAL 22'/0 ANGLE 0 DOUBLE1�i ° PLATE � � I SDWC 15600 SCREW 2" (+/-1 /4') OFFICE COPY SECTION- SDWC 15600 THREADED ROD LEGEND: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) O = e" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE. COUPLE MINIMUM%" 0 ROD TO HOLDOWN ANCHOR AND CONTINUE TO DOUBLE PLATE ABOVE. c :::: . :::............. . ......::::::::::: TO WALL BELOW ai c r v a� a� c 4 00 LO m HOLDOWN N N Im M J TT FN LL U W � __j 'C MSTA24 STRAP I m a G O FROM RAISE BEAM II o N y TOWALLBELO II ¢ 4/ HTT • jam/ HOLDOWN II MSTA24 STRAP II fel FROM RAISE BEAM III • _ _ TO BEAM BELOW _ III • ___=====11 III MTS12 STRA (I BEAM III II III II III II III II i75 TT5 HTT5� BOLT HOEDOWN I I o a HOLDOWN 75 HOLDOWN HOLDOWN DO m ON / ROD AT BEAM o N UUP (8" EMBEDMENT SET -XP ADHESIVE) ¢ 75 % ROD FROM ABOVE HOEDOWN (8" EMBEDMENT SET -XP ADHESIVE) HOLDOWN Q TT5... ...... " HOLDOWN III III lll EMBEDDED STRAP AT- - GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 HTT HOLDOWN \-HTTS/ \ -HTT5 HOLDOWN HOLDOWN ON Y2" ROD AT BEAM (8" EMBEDMENT SET -XP ADHESIVE) ROD FROM ABOVE (8" EMBEDMENT SET -XP ADHESIVE) TIE -DOWN LAYOUT - FIRST FLOOR 1.9 ju 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 CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "B" ON S-9) DECORATE PERGOLA SEE DETAIL "D" ON S-9 (TYPICAL) CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "B" ON S-9) NOTE: ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE, (1) SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SPH_ AT DOUBLE PLATE, (2) SIMPSON SDWC 15600 SCREWS STUD TO DOUBLE PLATE PER SIMPSON DETAIL. S ELEVATION- SDWC 15600 OPTIMAL 22'/0 ANGLE 0 DOUBLE1�i ° PLATE � � I SDWC 15600 SCREW 2" (+/-1 /4') OFFICE COPY SECTION- SDWC 15600 THREADED ROD LEGEND: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) O = e" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE. COUPLE MINIMUM%" 0 ROD TO HOLDOWN ANCHOR AND CONTINUE TO DOUBLE PLATE ABOVE. c ai c r v a� a� c 4 00 LO W N N Im M � _ TT FN LL U W � __j 'C G O Z Z) y O Q r� O = N 3 rte\ W � W Q� X M M 114: O W O c� Z � o U)� w o Q C0 U) � c CD CL a O rn � d c0 c co f 0 CD CD c m W cu -8 FLORIDA C.A. NUMBER: 25846 a U cu cu gl M ps,� ,,,,,,��,•°• •GE a 0 • No.S �M e � s co ^7l8µ1111111 FLOYD S. SIMPSON, PE cu FL PE No. 50791 OMMENTS: m c co L U 0 .SD Q 0 a� 0 0 c� c .0 c co u c m a� a vi cD a0 CD cn w vi c N 0 c co cuco W vi v> c ca cn a� c L :) CL 0 a� L 0 a c co V V J >, o U = a N a Lu a E 0 OWO V U = V cn LLJz Z O cf)LLI J Q L — M U d' v — z w �W 0 C JOB NUMBER: 17-1199 COUNTY: DUVAL W 2, a`) %" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING =RELEASE DATE: 08-10-17 U c :T c DRAWN BY: BTC JCG c '5) CHECKED BY: cFSS Lu 2 TITLE: TIE -DOWN LAYOUT -0 FIRST FLOOR = ti SHEET: 0 N O ----------------------------------- CS16 ------ ---------------- CS16STRAP BETWEEN FLOORS CS16 STRAP TO HEADER BELOW LSTA18 STRAP AT EACH END OF HEADER AND CS16 STRAP TO HEADER BELOW CS16STRAP TO HEADER BELOW CS16 STRAP BETWEEN FLOORS SSP CLIP TOP AND BOTTOM@ 32" O.C. AND %" x 4 %" SDS SCREWS THROUGH SOLE PLATE INTO FLOOR GIRDER BELOW @ 32" O.C. SSP CLIP TCP AND BOTTOM @ 32" 0 AND Y4" x 4%" SDS SCREWS THROU( SOLE PLATE INTO BEAM BELOW @ 32" 0 --------------------------- I I I I I I I LSTA18 AT END OF HEADER L AND CS16 STRAP TO HEADER BELOW SSP CLIP TOP PLATE AND �CS16 STRAP TO HEADER BELOW I SSP CLIP TOP PLATE AND CS16 STRAP TO BEAM BELOW I LSTA18 AT END OF HEADER AND CS16 STRAP TO BEAM BELOW I I I I '—LSTA18 AT END OF HEADER AND CS16 STRAP TO BEAM BELOW SSP CLIP TOP PLATE AND CS16 STRAP TO BEAM BELOW SSP CLIP TOP AND BOTTOM@ 32" O.C. AND Y4" x 02" SDS SCREWS THROUGH SOLE PLATE INTO BEAM BELOW @ 32" O.C. HTT4 ON a ROD AT TRUSS G05 TIE�DOWN LAYOUT -SECOND FLOOR I 0 NOTE: ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE, (1) SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SPH_ AT DOUBLE PLATE, (2) SIMPSON SDWC 15600 SCREWS STUD TO DOUBLE PLATE PER SIMPSON DETAIL. DOUBLE PLATE y4" 1" MAX MN, 1" MAX STUD SDWC 15600 SCREW ELEVATION- SDWC 15600 OPTIMAL 2&2° ANGLE 0 DOUBLE" OUBLE 30° \��\ 14i I o PLATE ,I SDWC 15600 SCREW STUD SECTION- SDWC 15600 OFFICE COPY • = 3/" 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) E = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE U c � Q1 C r 1 V N N C co Lu N p� L M E � ^ U W c 0 � _C c Cf)Y O C� 2) Q 0 N CD 0 = N 3 F�1 w a C/) M O O N w -.4- C6 0 o C/) LL 15 d Q CN to 3 C j OR cu b rn CL � � d O00 IlT c cu 0 w c vi ca a FLORIDA C.A. NUMBER: 25846 a� L a� m oI M P�,,,,,,, > o a ;• 0.- \40 o • •Q • G� �'< FL °s•° A •• Ode � >, FLOYD S. SIMPSON, PE cu FL PE No. 50791 ,c OMMENTS: .n a� c cu r U O 70 N CL O V O O O a� L cu cn 0) c c m vi c rn cn Q) cl cu (D a� a> r cli c a� c c� cu co a> vi cu L 0 a� c L A CL O U L a> 0 c cu V � >1 CL o T i Q m Q a W w Q E OD V U = U (n p z 0 J Q W F— Q W a� — w c'w z O JOf c 'p) JOB NUMBER: 17-1199 COUNTY: DUVAL Lu En bUALt: %" =1'-0" (U.O.N.) U) DO NOT SCALE THIS DRAWING = RELEASE DATE: 08-10-17 ci c c NDRAWN BY: BTC - JCG c CHECKED BY: cFSS W 2 TITLE: TIE -DOWN LAYOUT SECOND FLOOR = SHEET: 0 N O ROOF SHEATHING INCREASE NAIL SIZE TO 0.120"x 3" RING SHANK IN OVERHANG AREA 1x6 T&G D 2x6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS LOWER RAFTER TO ALIGN WITH BOTTOM OFT & G ROOF 2x_ BRACE NAII DOUBLE PLAT 0.131" x 3" NAILS @ DOUBLE TOP OVERHANG EXTEND RAFTER PAST DIAGONAL 0.131"x 3" NAILS @ 8" O.C: STAGGERED ACROSS ALL INTERSECTING MEMBERS THROUGH TRUSS INTO RAFTER FROM OPPOSITE SIDES OF NOTCH "PRE-ENGINEERED TRUSS EARING WALL ELEVATION 2x6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS LOWER RAFTER TO ALIGN WITH BOTTOM OFT & G PLAN VIEW CORNER HIP RAFTER DETAIL EARING WALL INEERED HIP TRUSS BOTTOM CHORD TO BRACE WITH 0.131" VAILS @ 4" O.C. SECTION - SHEARWALL BRACING ROOF SHEATHING INCREASE NAIL SIZE TO 0.120"x 3" RING SHANK IN OVERHANG AREA 1x6 T&G DECKI 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G (i.e. FTER IS NOT CUT OR NOTCHED) OVERHANG 3'4" 0.131"x 3" NAILS @ 8" O.C. STAGGERED ACROSS ALL INTERSECTING MEMBERS '-PRE-ENGINEERED TRUSS BEARING WALL ELEVATION 2x6 RAFTER SISTERED TO SIDE OF TRUSS. I OWER RAFTER TO ALIGN WITH BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) PLAN VIEW RAFTER TAIL DETAIL ALL EXTERIOR BRACKET/TRELLIS MEMBERS SHALL BE TREATED HALF -LAP JOINT IN MEMBERS w/ (2) 4" x 3" SDS SCREWS 4" x 6" SDS SCREW— (POCKET SCREW AS REQUIRED TO ACHIEVE MIN. 3" EMBEDMENT) (TYP.) SHEATHING MIN. 44 MEMBER MIN. 44 MEMBER 2x6 BUILT-UP JACK / KING STUD POST ERED TRUSS WALL 2x6 LEDGER ATTACHED TO EACH STUD / GARAGE HEADER BEYOND w/ (4) 0.131" x 3" NAILS @ 16" O.C. -MIN. 2x6 TRELLIS RAFTER j @ 24" O.C. '-(3) 0.131" x 3" TOENAILS AT RAFTER TO EACH END (TYP.) ____-�3) 0.131" x 3" TOENAILS AT RAFTER TO EACH END (TYP.) AIN. 46 BEAM 44 MEMBER (4) 0.131" x 3" TOENAILS AT BEAM TO BRACKET (TYP.) Y/" x 4%" SDS SCREW (POCKET SCREW AS REQUIRED TO ACHIEVE PROPER EMBEDMENT) -NOTE: ALIGN BRACKET SCREWS TO PENETRATE INTO STUDS (NOT BETWEEN PLIES OF JACK / KING STUD POST TYPICAL) %" x 6" SDS SCREW (POCKET SCREW UP TO 2") (TYP.) DETAIL - BRACKET OVER GARAGE DOUBLE PLATE FASTEN SHEATHING TO HEADER IN 3" GRID PATTERN AND FASTEN SHEATHING TO ALL FRAMING @ 3" O.C. USE 0.131" x 2%" NAILS AT ALL LOCATIONS (U.O.N.) FASTEN PLATE TO HEADER w/ (2) ROWS OF 0.131" x 3Y4' @ 3" O.C. MINIMUM (3) MINIMUM %B" RATED SHEATHING NAIL BLOCKING TOGETHER w/ (3) EVENLY SPACED 0.131" x 34" STHD14 EMBEDDED STRAP (OR HTT5 IF NOTED) EPDXIED ANCHOR BOLT w/7" MIN. EMBEDMENT w/ MINIMUM 2" x 2" x �/16" PLATE WASHER i DETAIL - NARROW WALL METHOD HEADER (AS NOTED) MAY BE RAISED TO BOTTOM OF DOUBLE PLATE- MINIMUM (3) 2x4 REQUIRED AT TOP OF OPENING WITH RAISED HEADER. MSTA30 STRAPS IMUM (3) STUDS NOTE: SHEATHING ONLY SHOWN FOR NARROW WALL SECTION. REMAINING SHEATHING NOT SHOWN FOR CLARITY. STHD14 EMBEDDED STRAP (OR HTT5 IF NOTED) CONCRETE FOOTING PER FOUNDATION PLAN U C m T \\• C t ) N N C � W N O7 co E a) J N ^ U- O u E r 1 J O +� O Lu cn €Ln a i W o? 1�1 N 3 it Lu I M C/)� o -o 0 ,G N z o rn 0 W UL o O =N L Q to 3 c j 0009_ co_j o Q J a _ 00 T 71� cu O o FLORIDA C.A. NUMBER: 25846 `�cpuewuuun cu SI cM ` O: o ZCc O Y1 r= CC • QF • w 3 : w ' . �( • s c cu 08-10-17 >, FLOYD S. SIMPSON, PE cl FL PE No. 50791 r-OMMENTS 0 a> 0 O C cu co cli cu a) a) cn cn m L c L a� �. 4" _ 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING 0 [RE;LEASE;DATE: 08-10-17 U a c cu V t a' V i 0 0 U) Q a o W E O m U 0cn = V Llj En CID0 Z O cnw Q � J Llj LLJ Q = 0 M Z w LL1 O O V a - C JOB NUMBER: COUNTY: w17-11991 DUVAL Er aa) �. 4" _ 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING [RE;LEASE;DATE: 08-10-17 U C OFFICE COPY N 1 BY: BTC-JCG ED BY: FSS. DETAILS S-9 U C BRICK VENEER WITH 1"AIRSPACE AND WALL TIES � � 1 c v .c 0 0 c 00 BRICK VENEER WITH 1"AIR SPACE `" CONT. FLASHING; PROVIDE WEEP 2 `" AND WALL TIES � `'' E HOLES @ 33"O.C. -0 U- GROUT AIR SPACE BELOW FLASHING^ w EP I SILL PLATE 22 > N Z CONT. FLASHING; PROVIDE WEEP � j I i CONCRETE SLAB �' c HOLES @ 33"O.C. I I c O c GROUT AIR SPACE BELOW FLASHING I I N Y � CONCRETE SLAB-k; a r A Q SILL PLATE • ----- L_---- I r € �, I i o C" CV CONCRETE SLAB \\%/\\%/\\%/\\%/\\%/\\%/\�%/ BEARING POST (AS NOTED) 3 W GRADE \\\\ /\\\\\\\\\\\/\\�� I I 0 \ GRADE \//\ \ \//\//�/ 1 CONCRETE SLAB CONCRETE SLAB � GRADE \\\ \\\\ \ r --- \ \\j/\\j/\ \\ \\j/\\j -� � r� \/\\(1) #5 CONT. d \/` k CONCRETE SLAB � - uj H. 8'cD CMU STEMWALL WITH (1) #4 @ 48"O.C./\.ap \ \\//\\//\\ \//\\//\\ (1) #5 CONT, b N / AND IN EACH CORNER. / / // //\//\//\ ADD 8" x 16' CMU TO INSIDE OF o a ° 4 \\ o z \ c ,.\ \\ \\ ° \\ \\ \\ GRADE ° u d �" FILL CELL SOLID AT EACH #4 REBAR. �i\/ ' = ' // / // // STEMWALL AT POST LOCATION WITH ao 'i'r s�//\//\//\�/ � z HOOK REBAR 12" INTO SLAB AND 6" INTO \\ y , /, \//\ • ! //\//\ (1) #4 VERTICAL IN EACH o \/i\\/\\h s\\j\\j\\ o � LL FOOTING. \ ° \ \ /\\//\\//\v � \ , �\� ' �\/\\/\\/\\/\\ \\/\\/\\j�\\� \ \ r/��\ ° �\/ � � r- fi\ 5" /\ r, ° r�CD CD ^ Q CN 1'-8" ONE STORY - 2 #5 CONT. 1' 5" ONE STORY - 3 #5 CONT. S NOTED REINFORCEMENT (AS NOTED) (AS NOTED) REINFORCEMENT (AS NOTED) 1 U) °CC. TWO STORY - (3) #5 CONT. 1'-9" TWO STORY - (3) #5 CONT. (1) #5 CONT. (AS NOTED) REINFORCEMENT (AS NOTED) m o ".4- TWO O A SECTION - STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK E SEC'f ION - 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: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD-1 SD-1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. c cn cn FLORIDA C.A. NUMBER: 25846 SILL PLATE PA51 STRAP NAILED TO GARAGE N — 3" MAXIMUM OVERHANG (OPTIONAL) DOOR POST. BEND STRAP INTO ¢ N STHD14 STRAP NAILED TO ca CONCRETE SLAB Z o FOOTING AS SHOWN. _ _ CONCRETE SLAB 0 '� o ¢ ? EMBED STRAP INTO FOOTING SILL PLATE c) w L c N AS SHOWN. _ CONCRETE SLAB c CJ . N ¢ W ° - \\ \\ \\ \\ .. #4 WITH 6 HOOK INTO FOOTING ¢ GRADE CONCRETE SLAB z AND BENT 12" MINIMUM INTO -0 xr CURB HEIGHT VARIES / THICKENED EDGE. CD ai /\\ \\\\ \(1) #5 CONT. GRADE \\%\\\\//\r1 #5 CONT.--- _ _ — — — o = GRADE /\\ \\ \\/\\� a = a �) - ,- GRADE /\/j\/j \/ „ a /\/o --- o 141 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. //� ° ° ° 8 CMU STEMWALL WITH (1) #4 @ 48' O.C. / AND IN EACH CORNER. " y/\/\/ v`, j\y \ I q \/\ \ \ , AND IN EACH CORNER. 'rr` /' L / O.•' \ \ \ \ o- \ ° ° ° • / ///\//j. FILL CELL SOLID AT EACH #4 REBAR. /��\ i�\/ ••. L d..,< FILL CELL SOLID AT EACH 44 REBAR. ✓ R \\ • \j\\� HOOK REBAR 12" INTO SLAB AND 6" INTO /\\/�\\// • �^ \�/�� °_ — _ _ — — ° \/\/\, // • //\// HOOK REBAR 16" INTO PORCH SLAB \ �I /<GRADE — _ ° / / / • \\ ° \\�� „ +�4�1VIPSON, PE FOOTING. ° AND 6' INTO FOOTING. 8 (1) #4 CONT. // No. 50791 COMMENTS: 1-8 ONE STORY - 2 #5 CONT. 1-0 ONE STORY - 2 #5 CONT, \,\/\\/\\/\\/\\/\y\\/\\/\\/\\/\\/\\/\\ \��\\,�\\,��\ ' `\/\\�\\�\\�\\�\\� NOTE: a' ///////////% �/r,.//ice/� +.^ c TWO STORY - 3 #5 CONT. ^ () ``,'\�\\�\i/\�/\\\/\\/\\/\\/\\`�� REINFORCEMENT IS NOT REQUIRED 1 8 (2) #5 CONT. ca () 1-4 TWO STORY - 2 #5 CONT. 6 MfIV: ' �/ "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. 0 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: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD-1 aa) ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. o 0 c I — SHOWER AREA — ; SHOWER AREA co --- ; - - - MONOLITHIC FOOTING c, — BRICK VENEER WITH 1" AIR SPACE — AND WALL TIES 8" CMU STEMWALL I c cm FORM EDGE vi CONT. FLASHING; PROVIDE WEEP PLAN VIEW PLAN VIEW 2' HOLES @ 33"O.C. a GROUT AIRSPACE BELOW FLASHING a BRICK VENEER WITH 1" AIRSPACE m SILL PLATE AND WALL TIES Cn SILL PLATE 0 (1) #5 CONT. CONT, FLASHING; PROVIDE WEEP vi HOLES @ 33"O.C. a, FILL JOINT WITH ELASTOMERIC GROUT AIR SPACE BELOW FLASHING 6" MIN. 1 #4 CONT. (2) MSTAM36-Z STRAPScn JOINT FILLER () SILL PLATE SILL PLATE NAIL EACH STRAP TO CRIPPLE STUD CONCRETE SLAB HEIGHT OF CURB VARIES -CONCRETE SLAB J z7 g ¢ WITH (13)10d COM NAILScu N 6" MIN. CONCRETE SLAB a z U- o; o FASTEN STRAP TO FOUNDATION Cu -�-- =- HEIGHT OF CURB VARIES ($"MAX.) • z 6" MIN, HE GHTOOF CURB VARIES (8" MAX.) 000 \\\\\ \\ \\ WALL WITH (8) a" x 2%" CONCRETE SCREWS GRADE CONCRETE SLAB g / //\//\/ o ¢ s „ ai GRADE /\\ \/\\/\\ INTO MASONRY OR (8 Y4 x 1 Y4 CONCRETE 0) GRADE \ \\/\\/\\ /\/\/\/\ CONCRETE SLAB \//\ \//\i M SCREWS INTO CONCRETE. CONCRETE 1 45 CONT. "'- SCREWS SHALL BE POWERS "TAPPER" WITH cu -- E GRADE //\\ \\ \\/\\ �) ? \ // 8" CMU STEMWALL WITH (1) #4 @48"O.C. \// ' ° ° ° a / j /j\\ \\//\\//\\! �--/// �8" CMU STEMWALL WITH 1 #4 48"O.C. °�' \ \ \ PERMA-SEAL FINISH OR EQUAL. AND IN EACH CORNER. o z\\� /\//\ \//\/ / // / °�` ° j /\ \\/\\/\\j\/ O @ 0 FILL CELL SOLID AT EACH #4 REBAR.°/jam/j • /\\/\\\\� „ o z_ �i��j\\j/ ,, j\\j\ \ // //\\//\\//\\AND IN EACH CORNER. STRAP SHALL BE COVERED WITH SIDING OR � r/\\/ 0" °°• °.d v," y\\/ o 8 CMU STEMWALL WITH (1) #4 @ 48 O.C. // // // d ° // // / //\//� FILL CELL SOLID AT EACH #4 REBAR. STUCCO HOOK REBAR 12 INTO UPPER COURSE OF AND IN EACH CORNER. �� \` o \ \ /\ \ \ • s r\\r, �? \ \ \ BLOCKS AND 6" INTO FOOTING.\\// FILL CELL SOLID AT EACH #4 REBAR. / j j /\/\j ° HOOK REBAR 16" INTO PORCH SLAB AND — — \ \ �� \ + ° \/� NOTE: rn //\// // // / // // // // 6 INTO FOOTING. 5 \�/\//\ \�/.✓ /\\ \ \\j\\j HOOK REBAR 12" INTO SLAB AND 6" INTO \i \\\\\\ \\\\\\\' \ \ \\ \\ \\ �� / / THIS DETAIL MAY BE SUBSTITUTED FOR 1'-5" ONE STORY - 3 #5 CONT. 6„ .r FOOTING. \r�\,, \ \\\r��\ \// EITHER THE PA51 STRAP (STEMWALL) OR 0 V-0" ONE STORY - 2 #5 CONT. 6" \ THE STHD14 STRAP (MONOLITHIC). - 1'-8" ONE STORY - 2 #5 CONT. 1'-9" TWO STORY - (3) #5 CONT. 1' ONE STORY - 2 #5 CONT. 1'-4" TWO STORY - (2) #5 CONT. V-8" TWO STORY - (3) #5 CONT. 1'-8" (2) #5 CONT. CONT. \�\\ c� C SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK G SEC -ION - 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 J SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD-1 NOTE: F STEMWALL HEIGHT EXCEEDS 48" CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD-1 STHD 14 STRAP o = H ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. � w w Q 0 m V = V cn SILL PLATE 0 Z 0 cn c Q (1) #5 CONT. �-- W NOTE: 0 W a = FILL JOINT WITH ELASTOMERIC SAW CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) a`) JOINT FILLER AS SOON AS THE CONCRETE HAS HARDENED ENOUGH CONCRETE SLAB W SILL PLATE SILL PLATE NOT TO BE DAMAGED DURING THE CUTTING PROCESS. TREATED POST w O SILL PLATE (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) i `v ABU POST BASE WITH ��j a PAVERS BY OTHERS — � 8 JOB NUMBER: COUNTY: CURB HEIGHT VARIES 5" GALV. ANCHOR EMBEDDED '� 6"MIN. HEIGHT OF CURB VARIES (8" MAX.) 12" SET-XP ADHESIVE w CONCRETE SLAB c 17-1199 DUVAL GRADE /\\//\\/�\/j�\� GSE CONCRETE SLAB CONCRETE SLAB FILL CUT WITH 1" DEEP xYB" WIDE SAW o ( ) cm \�r8" CMU STEMWALL WITH (1) #4 @48"O.C. rte_ - --- / AND IN EACH CORNER, � �-- w -�- � — ELASTOMERIC CUT AT DENOTED ., � /z" = 1 0 (U.O.N.) /- r\ FILLER LOCATIONS. = RELEASE DATE: DO NOT SCALE THIS DRAWING FILL CELL SOLID AT EACH #4 REBAR. 08-10-17 4 z HOOK REBAR 12" INTO UPPER COURSE °- j�//�// • , // j�/� `'/�\\//h ° • a �, s,�/�\\// > c� / s, / // ,/ ° 8" TALL, 12' SQUARE GROUTED v /\a, \\\\\ a \ \�`\\\l ) d ' .) CMU OR CAST-IN-PLACE OF BLOCKS AND 6" INTO FOOTING. " PEDESTALON24"X 24"X 12" PAD a) DRAWN BY: a) BTC - JCG - " FOOTING WITH (2) #5 EACH WAY .� ONE STORY - 2 #5 CONT. ONE STORY - 2 #5 CONT. 1'-4" ONE STORY 2 #5 CONT. p� CHECKED BY: 1+.gTWO STORY - (3) #5 CONT. 1'-4" TWO STORY - (2) #5 CONT. 10.8" TWO STORY - (3) #5 CONT. 1-4 ONE STORY - (2) #5 CONT. CONCRETE SLAB 2 -0 OFFICE COPYTITLE 1 -8' TWO STORY - (3) #5 CONT. FOUNDATION DETAILS = SHEET: D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION - INTERIOR BEARING J SECTION - BEARING STEPDOWN T SECTION - TYPICAL SAW-CUT CONTROL JOINT U DETAIL - PAD FOOTING AT PAVERS SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD-1 SD-1 SD-1 SD-1 N � ENGINEER FOR ADDITIONAL REQUIREMENTS. U U m r 1 C V'C N c Ob L0 Lu N DOUBLE PLATE NOTE: REFER TO DETAIL "S" ON SD -3 FOR NAILING �- JACKS AND KING STUDS (TYPICAL DOUBLE PLATE SPLICE) (AS NOTED) 48" MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT \ HEADER MINIMUM NAILING OF - TYPICAL HEADER TO KING STUD CONNECTION el - HEADER (AS NOTED) � C-- � (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL NAILS AS NOTED 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 ITH I 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 (SEE DETAIL "G" ON SD -2) WITH (3) 0.131"x 3Y4" NAILS - TOENAIL (SEE WALL LAYOUT) OR ENDNAIL (TYPICAL) BEVEL BLOCKING AS REQUIRED FOR NOTE: SPH4 / 6 INSTALLED HORIZONTALLY NAILS MAY BE TOENAILED OR BACK MINIMUM 1 %" NAIL PENETRATION 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 9T"or 9%" LVL (5) NAILS PER PLY 114'or11%" LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL 8 NAILS PER PLY M � LL C Llv J � z o U y Y c a N CV N N E i � M U o Lco w Z 0 LL - IN I v L- INTO MAIN FRAMING MEMBERS. BUILT-UP HEADER WITH 0.131"x 3/a" 2x_ SPF #2 STUDS @ 16"O.C. (U.O.N.) `' W CD (TYPICAL) hal NAILING AT STUD NAILS @ 12"O.C. TOP AND BOTTOM o Q CN (U.O.N.) I (2) zx_ SILL 00 TO DOUBLE PLATE NAIL EACH PLATE TO JACK STUD SHEATHING MAY CANTILEVER UP TO U) WITH (3) 0.131"x A" NAILS - TOENAIL 2" MAXIMUM PAST SUPPORTS. ALL � � CD OR ENDNAIL (TYPICAL) WINDOW ATTACHMENTS MUST BE -0 O o- ANCHORED INTO 2X_ MEMBERS. EE 00 D DETAIL - TYPICAL ARCH TOP OPENING KEDETAIL - TYPICAL HEADER TO KING STUD CONNECTION o SD -2 SD -2 rn DOUBLE SILL REQUIRED WHERE OPENING co WIDTH EXCEEDS 61" (U.O.N.) a APPLY SHEATHING HORIZONTALLY FOR STUCCO — o FLORIDA C.A. NUMBER; 25846 ii JOINT IN SILL PLATE /__FBUILT UP CORNER POST NAILING AT STUD TO SILL PLAT STUD SIZE ENDNAIL TOENAIL 2x4 APPLICATIONS, EXCEPT THAT 7/ 10 STRUCTURAL 1 RATED OR 15/ 32" RATED SHEATHING MAY BE INSTALLED VERTICALLY. (3) 2x6 (3) NAILING ATSTUD TO DOUBLE PLATE F II II 11 II .I II 11 II II 1! 4 MIN.; 12" MAX. u u u u 12" MAX u u `�\ II II 2x TREATED SYP #2 SILL PLATE - 2x10 (5) STUD - ANCHOR BOLT (AS NOTED) BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD 10 SILL PLATE SD 2 • 0. i e a i s ALL NAILS NOTED ARE 0.131"x 3Y4" NAIL EACH PLY WITH 0.131"x 3Y4" CONNECTION NAILS @ 6"O.C. STAGGERED (SEE DETAIL "G" ON SD -2) 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) AIL cu s 1840701 * ALL NAILS NOTED ARE 0.131"x 3Y4" E r ' IT,I 5 � PSON, PE a DOUBLE PLATE DOUBLE PLATE G DETAIL - TYPICAL WALL STUD CONNECTION S FL PE No. 50791 C DETAIL -TYPICAL WALL FRAMING CONDITIONS S OMMENTS: 2x SPF #2 STUDS @ 16"O.C. SD -2 ali SD -2 2x SPF #2 STUDS @ 16"O.C. m THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL U QUICK -TIE AT NOTED SPACING @ 24"O.C. OR a"x 3 4" TAPCON -2x_ NO.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3Y4" ENDNAILS AT TRUSS o SILL PLATE (BELOW) SCREW @ 32"O.C. ROOF COVERING BY OTHERS) 0 /-2x_ CORNER FRAMING FULL 2x TREATED SYP #2 2x TREATED SYP #2 ( C• HEIGHT STUDS (TYPICAL) SILL PLATE ILL PLATE ROOF TRUSSES o a� \ J ' % \ °' % CORNICE DETAIL NOTE: o (2) ROWS OF 0.131"x 3%" . " i (BY OTHERS) NAILS @ 12"O.C. LOAD HARDWARE MUST BE INSTALLED TRUSS TO WALL CONNECTION o STAGGERED (TYPICAL} EASED H2.5A AT EACH LOOKOUT H2 5A AT EACH LOOKOUT UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR ONLY OR c RUQF / 2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C. ON THE EXTERIOR SIDE OF THE cu OVERHANG FOR OVERHANG WALL a, METAL CONNECTOR c ROOF SHEATHING (AS NOTED) ROOF SHEATHING — METAL CONNECTOR OR 3 (AS NOTED) BLOCKING REQUIRED (AS NOTED) cu 2x4 SYP BLOCKING BETWEEN 2x6 OR 2x8 FRAMED LL SIMPSON SDWC 15600 SCREW %6" OR 'y32" RATED SHEATHING, EXPOSURE I -SHINGLE ROOF 0 LOOKOUTS 2x4 SYP BLOCKING SILL PLATE (BELOW) (AS NOTED) 19 @ 32"O.C. - U.O.N. /z RATED SHEATHING, EXPOSURE I - TILE ROOF cu BETWEEN LOOKOUTS ` � / FASTEN WITH 0.113" x 2 �" RING SHANK 2x4 CORNER FRAMING FULL BALLOON FRAMED HEIGHT STUDS DOUBLE PLATE DOUBLE PLATE NAILS @ WITH ON EDGES AND INTERMEDIATE SUPPORTS. c m ® 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 3Y4" NAILS TO SHEATHING (AS NOTED) SIMPSON SDWC 15450 SCREW CONNECTOR AT EACH TRUSS SINGLE PLATE NAIL TO TRUSS �� () a`ui INTERIOR VAULT I EACH ADJACENT STUD (SEE TRUSS CONNECTION SCHEDULE) BOTTOM CHORD WITH 0.131" x 3%" �2x SPF #2 STUDS 16 O.C. ALTERNATE: INSTALL SOLID STUD IN @ @ 32 O.C. -U.O.N. Q) NAILS @ 6"O.C. EXTERIOR SHEATHING �- ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) c„ 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 PLATE( 32" 6"O.C. WITH 0.131" x 2%"TH 0. 131 PACING (32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE .m MOM_ _ _ _ NAILS. _ _ _ _ _ UIO N ON WALL LAYOUT) 2x4 FRAMED WALL (NARowILS@s o o 31"x 3%" \ ` _U, % \ u_ % (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) GYPSUM BOARD _0(U.O.N. ON WALL LAYOUT) SHEARWALL UPLIFT (ROOF) SCREWS %z° FULL LENGTH RATED SHEATHING, EXPOSURE I. co vi cu FASTEN H DETAIL -BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL -BALLOON FRAMED GABLEEND HIGH CEILING VAULT K SECTION -TYPICAL FRAMING AT 900 CORNERS L SECTION ON WALL CONDITIONS BEARINGISHEARWALL} ON EDGESIANDTH d12'OMC..ON INTERMEDIATE SUOR 0.131"x 2y2" NAILS PPORTS. sINTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % SD -2 OF EXTERIOR ROOF PITCH INTERIOR CEILING PITCH EXCEEDS)/2 F EXTERIOR ROOF PITCH sD-2 sD 2 2x- S.) SEE "F" ON SD -2 , D-2 2x—SPF #2 STUDS @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) •� 2x_ SOLE PLATE (U.O.N.) NAIL TO RIME2 2xSP _ No.2 F OR No.2 SYP SUB FASCIA WITH (2) 0.131"x 3%" ENDNAILS AT TRUSS -a BOARD @ 6"O.C. WITH 0.131"x 3Y4" ii ROOF COVERING (BY OTHERS) NAILS � NOTE: ROOF TRUSSES 23/32" RATED STURD-I-FLOOR (T&G) SHEATHING ALL MEMBERS SHALL BE #2 SYP. NAIL E RACE TO BLOCKING WITH 5 0.131"x 3%" ' CORNICE DETAIL NOTE: GLUED AND NAILED. FASTEN WITH 0.131" x 2%" RING c (3) 0.131"x 3/a' TOENAILS AT EACH LOOKOUT TRUSS TO WALL CONNECTION _ @ NAILS () TO TOP CHORD OF TRUSS. (BY OTHERS) SHANK 6'O.C. ON EDGES AND 12"O.C. IN THE 2x6 BLOCKING BETWEEN TRUSSES WITH / HARDWARE MUST BE INSTALLED / FIELD. o 2x4 BLOCKING REQUIRED BETWEEN ON THE EXTERIOR SIDE OF THE (3) 0.131"x A" NAILS EACH END LOOKOUTS WALL FLOOR JOIST (I -JOIST SHOWN, SAWN CD ROOF SHEATHING (AS NOTED) \ I ) JOIST SIMILAR - SEE SECTION 77 ON o \ 2x_ BARGE RAFTER / \ / SD -3 FOR OPEN WEB TRUSS) cu \ - - --- n V �116" OR l y32HEA—y8"" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF �" CLEARANCE BETWEEN PANELS BETWEEN FLOORS � �--. \� I FASCIA (BY OTHERS) 19 �z RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF GYPSUM BOARD n = 2x4 LOOKOUTS @48"O.C. \ 'Y32" RATED SHEATHING, EXPOSURE I - METAL ROOF v F— FASTEN WITH 0.113" x 2 a e" RING SHANK RIM BOARD (LSL OR LVL) NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. `—° LjJ Q Q \\ I I I I �R EQUAL AT EACH NAIL JOIST TO PLATE WITH (2) 0.131"x 3 T' TOENAILS .� m O LOOKOUT GYPSUM BOARD (Z) 2x_ SYP #2 DOUBLE PLATE 0 Q 0 O CONNECTOR AT EACH TRUSS ( . ) W �— Z U .N GABLE END TRUSS (DROP GABLE) (SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL "EE" ON SDS FOR �� I I UNLESS () BETWEEN FLOOR CONNECTIONS 0 Z ---------- 2x6 BRACE SPACED @ 48"O.C. 2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.�, Q OTHERWISE NOTED ON ROOF LAYOUT. cJ Q WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN TOENAIL RIM BOARD TO PLATE WITH W ~ LJJ ADD 2x4 T -BRACE NAILED @ 6 O.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3" O.C. TO THE TOPa, Q = 0.131"x 3/4 NAILS @ 8'O.C. � \� 0.131 x 2Y2" NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE M �} \ EXCEEDS 9'-0". �- STAGGERED ACROSS BOTH PLATES) — zLij GYPSUM BOARD GYPSUM BOARD w O 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) aa) U 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) c %z" a JOB NUMBER: COUNTY: %z" FULL LENGTH RATED SHEATHING, EXPOSURE I. FULL LENGTH RATED SHEATHING, EXPOSURE 1. 17-1 199 DUVAL ' ) FASTEN WITH 8d COM OR 0.131"x 2y2" NAILS @ 6"O.C. FASTEN WITH 8d COM OR 0.131"x 2%" NAILS P6"O.C. 2, : ON EDGES AND 12"O.C. ON INTERMEDIATE SU PORTS. L 1/4" = V-0" U.O.N. / ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. - (U.O.N.) (U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 (U.O.N.) SEE "F" ON SD -2 D° NOT SCALE THIS DRAWING ' INSET WALLY2" FOR STUCCO APPLICATIONS = RELEASE DATE: INSET WALL%" FOR STUCCO APPLICATIONS 08-10-17 \ ' / WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE GBC CLI (2) REQUIRED AT EACH BRACE IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. TOENAIL OTTOM CHORD OF TRUSS TO 2x_ TREATED SYP #2 SILL PLATE WITH �, DRAWN BY: LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. 2x_ TREATED SYP #2 SILL PLATE WITH 3 „ Q) BTC - JCG DOUBLE LATE WITH 0.131"x 3%" NAILS s SIMPSON �e x 6 TITEN HD (OR TITEN HD ROD COUPLER) c SIMPSON /B'x 6 TITEN HD (OR TITEN HD ROD COUPLER) -CHECKED BY: WITH 3"x 3"x%" WASHER @ 24"O.C• OFFICE C 0 PY m TITLE: @ 8"O.C. _ WITH 3"x 3"xY" WASHER @ 24"O.C. cFSS \ 2x4 DRYWALL BACKING INSTALLED GYPSUM I %)ARD CEILING w SECTIONS AND DETAILS 1 of 2 N M \ IINuRIcEs SHEET:SECTION - TYPICAL EXTERIOR TWO STORY WALLSECTION - GABLE END WALL DAG NAL BETWEEN BRACES A SECTION -TYPICAL EXTERIOR ONE STORY WALL B SD -2 SD -2 SD -2 SD 2 N O ID cu Q `+,,f`fffflllflliils..s. i CD • 0. i e a i s /// ••Y•Y•••M•„ ' AIL cu s 1840701 * ALL NAILS NOTED ARE 0.131"x 3Y4" E r ' IT,I 5 � PSON, PE a DOUBLE PLATE DOUBLE PLATE G DETAIL - TYPICAL WALL STUD CONNECTION S FL PE No. 50791 C DETAIL -TYPICAL WALL FRAMING CONDITIONS S OMMENTS: 2x SPF #2 STUDS @ 16"O.C. SD -2 ali SD -2 2x SPF #2 STUDS @ 16"O.C. m THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL U QUICK -TIE AT NOTED SPACING @ 24"O.C. OR a"x 3 4" TAPCON -2x_ NO.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3Y4" ENDNAILS AT TRUSS o SILL PLATE (BELOW) SCREW @ 32"O.C. ROOF COVERING BY OTHERS) 0 /-2x_ CORNER FRAMING FULL 2x TREATED SYP #2 2x TREATED SYP #2 ( C• HEIGHT STUDS (TYPICAL) SILL PLATE ILL PLATE ROOF TRUSSES o a� \ J ' % \ °' % CORNICE DETAIL NOTE: o (2) ROWS OF 0.131"x 3%" . " i (BY OTHERS) NAILS @ 12"O.C. LOAD HARDWARE MUST BE INSTALLED TRUSS TO WALL CONNECTION o STAGGERED (TYPICAL} EASED H2.5A AT EACH LOOKOUT H2 5A AT EACH LOOKOUT UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR ONLY OR c RUQF / 2x4 LOOKOUTS @ 48"O.C. FOR 2x4 LOOKOUTS @ 48"O.C. ON THE EXTERIOR SIDE OF THE cu OVERHANG FOR OVERHANG WALL a, METAL CONNECTOR c ROOF SHEATHING (AS NOTED) ROOF SHEATHING — METAL CONNECTOR OR 3 (AS NOTED) BLOCKING REQUIRED (AS NOTED) cu 2x4 SYP BLOCKING BETWEEN 2x6 OR 2x8 FRAMED LL SIMPSON SDWC 15600 SCREW %6" OR 'y32" RATED SHEATHING, EXPOSURE I -SHINGLE ROOF 0 LOOKOUTS 2x4 SYP BLOCKING SILL PLATE (BELOW) (AS NOTED) 19 @ 32"O.C. - U.O.N. /z RATED SHEATHING, EXPOSURE I - TILE ROOF cu BETWEEN LOOKOUTS ` � / FASTEN WITH 0.113" x 2 �" RING SHANK 2x4 CORNER FRAMING FULL BALLOON FRAMED HEIGHT STUDS DOUBLE PLATE DOUBLE PLATE NAILS @ WITH ON EDGES AND INTERMEDIATE SUPPORTS. c m ® 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 3Y4" NAILS TO SHEATHING (AS NOTED) SIMPSON SDWC 15450 SCREW CONNECTOR AT EACH TRUSS SINGLE PLATE NAIL TO TRUSS �� () a`ui INTERIOR VAULT I EACH ADJACENT STUD (SEE TRUSS CONNECTION SCHEDULE) BOTTOM CHORD WITH 0.131" x 3%" �2x SPF #2 STUDS 16 O.C. ALTERNATE: INSTALL SOLID STUD IN @ @ 32 O.C. -U.O.N. Q) NAILS @ 6"O.C. EXTERIOR SHEATHING �- ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) c„ 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 PLATE( 32" 6"O.C. WITH 0.131" x 2%"TH 0. 131 PACING (32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE .m MOM_ _ _ _ NAILS. _ _ _ _ _ UIO N ON WALL LAYOUT) 2x4 FRAMED WALL (NARowILS@s o o 31"x 3%" \ ` _U, % \ u_ % (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) GYPSUM BOARD _0(U.O.N. ON WALL LAYOUT) SHEARWALL UPLIFT (ROOF) SCREWS %z° FULL LENGTH RATED SHEATHING, EXPOSURE I. co vi cu FASTEN H DETAIL -BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL -BALLOON FRAMED GABLEEND HIGH CEILING VAULT K SECTION -TYPICAL FRAMING AT 900 CORNERS L SECTION ON WALL CONDITIONS BEARINGISHEARWALL} ON EDGESIANDTH d12'OMC..ON INTERMEDIATE SUOR 0.131"x 2y2" NAILS PPORTS. sINTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % SD -2 OF EXTERIOR ROOF PITCH INTERIOR CEILING PITCH EXCEEDS)/2 F EXTERIOR ROOF PITCH sD-2 sD 2 2x- S.) SEE "F" ON SD -2 , D-2 2x—SPF #2 STUDS @ 16"O.C. -U.O.N. (SEE WALL LAYOUT) •� 2x_ SOLE PLATE (U.O.N.) NAIL TO RIME2 2xSP _ No.2 F OR No.2 SYP SUB FASCIA WITH (2) 0.131"x 3%" ENDNAILS AT TRUSS -a BOARD @ 6"O.C. WITH 0.131"x 3Y4" ii ROOF COVERING (BY OTHERS) NAILS � NOTE: ROOF TRUSSES 23/32" RATED STURD-I-FLOOR (T&G) SHEATHING ALL MEMBERS SHALL BE #2 SYP. NAIL E RACE TO BLOCKING WITH 5 0.131"x 3%" ' CORNICE DETAIL NOTE: GLUED AND NAILED. FASTEN WITH 0.131" x 2%" RING c (3) 0.131"x 3/a' TOENAILS AT EACH LOOKOUT TRUSS TO WALL CONNECTION _ @ NAILS () TO TOP CHORD OF TRUSS. (BY OTHERS) SHANK 6'O.C. ON EDGES AND 12"O.C. IN THE 2x6 BLOCKING BETWEEN TRUSSES WITH / HARDWARE MUST BE INSTALLED / FIELD. o 2x4 BLOCKING REQUIRED BETWEEN ON THE EXTERIOR SIDE OF THE (3) 0.131"x A" NAILS EACH END LOOKOUTS WALL FLOOR JOIST (I -JOIST SHOWN, SAWN CD ROOF SHEATHING (AS NOTED) \ I ) JOIST SIMILAR - SEE SECTION 77 ON o \ 2x_ BARGE RAFTER / \ / SD -3 FOR OPEN WEB TRUSS) cu \ - - --- n V �116" OR l y32HEA—y8"" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF �" CLEARANCE BETWEEN PANELS BETWEEN FLOORS � �--. \� I FASCIA (BY OTHERS) 19 �z RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF GYPSUM BOARD n = 2x4 LOOKOUTS @48"O.C. \ 'Y32" RATED SHEATHING, EXPOSURE I - METAL ROOF v F— FASTEN WITH 0.113" x 2 a e" RING SHANK RIM BOARD (LSL OR LVL) NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. `—° LjJ Q Q \\ I I I I �R EQUAL AT EACH NAIL JOIST TO PLATE WITH (2) 0.131"x 3 T' TOENAILS .� m O LOOKOUT GYPSUM BOARD (Z) 2x_ SYP #2 DOUBLE PLATE 0 Q 0 O CONNECTOR AT EACH TRUSS ( . ) W �— Z U .N GABLE END TRUSS (DROP GABLE) (SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL "EE" ON SDS FOR �� I I UNLESS () BETWEEN FLOOR CONNECTIONS 0 Z ---------- 2x6 BRACE SPACED @ 48"O.C. 2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.�, Q OTHERWISE NOTED ON ROOF LAYOUT. cJ Q WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN TOENAIL RIM BOARD TO PLATE WITH W ~ LJJ ADD 2x4 T -BRACE NAILED @ 6 O.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3" O.C. TO THE TOPa, Q = 0.131"x 3/4 NAILS @ 8'O.C. � \� 0.131 x 2Y2" NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE M �} \ EXCEEDS 9'-0". �- STAGGERED ACROSS BOTH PLATES) — zLij GYPSUM BOARD GYPSUM BOARD w O 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) aa) U 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) c %z" a JOB NUMBER: COUNTY: %z" FULL LENGTH RATED SHEATHING, EXPOSURE I. FULL LENGTH RATED SHEATHING, EXPOSURE 1. 17-1 199 DUVAL ' ) FASTEN WITH 8d COM OR 0.131"x 2y2" NAILS @ 6"O.C. FASTEN WITH 8d COM OR 0.131"x 2%" NAILS P6"O.C. 2, : ON EDGES AND 12"O.C. ON INTERMEDIATE SU PORTS. L 1/4" = V-0" U.O.N. / ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. - (U.O.N.) (U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 (U.O.N.) SEE "F" ON SD -2 D° NOT SCALE THIS DRAWING ' INSET WALLY2" FOR STUCCO APPLICATIONS = RELEASE DATE: INSET WALL%" FOR STUCCO APPLICATIONS 08-10-17 \ ' / WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE GBC CLI (2) REQUIRED AT EACH BRACE IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. TOENAIL OTTOM CHORD OF TRUSS TO 2x_ TREATED SYP #2 SILL PLATE WITH �, DRAWN BY: LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. 2x_ TREATED SYP #2 SILL PLATE WITH 3 „ Q) BTC - JCG DOUBLE LATE WITH 0.131"x 3%" NAILS s SIMPSON �e x 6 TITEN HD (OR TITEN HD ROD COUPLER) c SIMPSON /B'x 6 TITEN HD (OR TITEN HD ROD COUPLER) -CHECKED BY: WITH 3"x 3"x%" WASHER @ 24"O.C• OFFICE C 0 PY m TITLE: @ 8"O.C. _ WITH 3"x 3"xY" WASHER @ 24"O.C. cFSS \ 2x4 DRYWALL BACKING INSTALLED GYPSUM I %)ARD CEILING w SECTIONS AND DETAILS 1 of 2 N M \ IINuRIcEs SHEET:SECTION - TYPICAL EXTERIOR TWO STORY WALLSECTION - GABLE END WALL DAG NAL BETWEEN BRACES A SECTION -TYPICAL EXTERIOR ONE STORY WALL B SD -2 SD -2 SD -2 SD 2 N 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" TO 126" 2x6 L -BRACE 115" TO 182" I 100" TO 158" I 146" TO 232" 1 127" TO 201" C3 C � Lo � % 1 N CU _ - DOUBLE PLATE NAILINGw _ J N NOTE: j ® 2 V 1 co BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER CONDITION: 1 NAIL SHEATHING TO KING STUD cn o @ 12"O.C. MINIMUM. a� m FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, BRICK (NOTCHED BEAM) m W ry VENEER, ETC. c _ RATED ROOF SHEATHING z rn 2x_ L -BRACE NAILED TO -- o ~ LL v `= EDGE NAILING PER SHEARWALL o VERTICAL WEB_— — 4 - a. - REQUIREMENTS. NAILS MAYBE WITH 0.131"x 3" NAILS 6"O.C. [�] Cy @ ; _` _ STAGGERED ACROSS TWO JACK 4-: ^ Q 00 --_ =—' 00 VERTICAL WEB IN GABLE END -_= STUDS. ® 3 U NAIL SHEATHING TO DOUBLE PLATE WITH p = TRUSS (2) ROWS OF 0.131"x 2%" NAILS @ 6"O.C. EDGE OF PANEL (TYPICAL) / C- O a 2x_ LOOKOUTS AT 48"O.C. NAIL SHEATHING ALONG BOTTO A OF U HEADER @ 3"O.C. ?, 1 " OR 24' INSTALL DSP CLIPS @ 24" O.C. OP, CIDU.iO SPACING (SEE TA SPH_ @ 32"O.C. o IL Z EXTERIOR BEAM (AS NOTED) �— — ANCHOR BOLT REQUIRED WITHIN 6"-- I ;; a, Lu OF KING /JACK UNIT -MAYBE --�� cn DOUBLE PLATE LOCATED ON EITHER SIDE. co BEAM INSTALLED BENEATH DOUBLE PLATE _. ANCHOR BOLTS ASREQUIRED- g FLORIDA C.A. NUMBER; 25846 BEAM BEARS ON (2)2x_JACKSFLUSH HEADER CONDITION DROPPED HEADER CONDITION (TYPICAL - U.O.N.) CONDITION: 2if 0 ,,,,,,,,,,,�,,, (DROPPED BEAM) °°°, I'S M O •''"•NS P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - EXTERIOR BEAM TO WALL CONNECTION R DETAIL - EXTERIOR BEAM TO WALL CONNECTION S DETAIL - OPENINGS WITH SOLID SAWN, LSL, LVL, OR PSL HEADER - ` "NG� SD -3 SD -3 SD -3 SDS _ N� ��9 •. 'jE 0 ; :,Lu _ _— NAIL SCAB TO TOP CHORD WITH P P ALTERNATE ANCHOR: (4) 0.131"x 3%" NAILS ••••.;L 0." NAIL EACH END OF BLOCKING TO � ®'SFS 6`.`SSON, PE ' l Y" x 6" TITEN HD ADD 2x4 VERTICAL SCAB IN EACH J BOTTOM CHORDS WITH 3 0.131"x 3 ��'"'"��+��p`�"No. 5SON EXTERIOR BEAM (MECHANICALLY GALVANIZED) ( ) TRUSS IF NO WEB IS PRESI NT Y „ cu WITH 2" xYe" WASHER � c OMMENTS: 0791 PROOF SHEATHING (AS NOTED) (3) 0.131"x 3Y4" NAILS TYPICALAT INSTALL 2x4 BLOCKING BETWEEN TRUSS BOTTOM CHORDS 12"O.C. H6 CLIP FROM EACH TRUSS MONOLITHIC FOUNDATION - @ c PROOF TRUSS (BY OTHERS) WITH POST TO BEAM 2x4 X -BRACE ACROSS LENGTH OFEXTERIOR u BRACE (IF REQUIRED) LAP BEAM PLIES AND BOTTOM CHORD OF TRUSS 0 I SHEARWALL %" x 6" TITEN HD SCREW ANCHOR — o NAIL AS SHOWN - (5) a „ NAIL EACH BLOCK TO DOUBLE PLATE -o TO REPLACE (1) ROW OF LATERAL 0.131 "x 3 a" NAILS PER PLY NAIL SCAB TO PLATE WITH (3) or /6 x 6' SCREW ANCHOR BY 2? HURRI-BOLT, INC. WITH (3) 0.131"x 3/a" NAILS a I rl BRACING INSTALL 2x4 No.2 SYP T -BRACE I PT POST (AS NOTED) 0.131"x 3'/a" TOENAILS NAILED TO EACH PLY OF TRUSS WEB AT _ PT POST (AS NOTED) I or %" THREADED ROD SET4Y2" INTO LI I ABU POST BASE 2x4 BLOCKING BETWEEN 1RUSSES ADHESIVE 6"O.C. WITH 0.131" x 3" NAILS H6 CLIP FROM POST DOUBLE PLATE o TO BEAM (AS NOTED) TOENAILED TO DOUBLE PI ATE WITH I TO REPLACE (2) ROWS OF LATERAL STEMWALL FOUNDATION - EXTERIOR MINIMUM %6" RATED SHEATHING, c BRACING INSTALL 2x6 No.2 SYP T- BRACE EXTERIOR BEAM V THREADED ROD 0.131"x 3%" NAILS @ 4"O.G. EXPOSURE I FASTEN AS NOTED NAILED TO EACH PLY OF TRUSS WEB AS NOTED WITH NUT SET IN Y2" THREADED ROD SET 7" INTOCID TRUSS (AS NOTED) ADHESIVE ON WALL LAYOUT (BLOCK ALL cn ---� -------------- --- WITH 0.131" x 3" NAILS @ 6"O.C. i ADHESIVE 3 r PLAN VIEW AT TOP OF POST `�� i (7" EMBEDMENT) INTERIOR APPLICATIONS- EDGES) DOUBLE PLATE �, v' IF EDGE DISTANCE EXCEEDS 5" \a ° I , ° a . / � MINIMUM %6" RATED SHEAT RING, USE MONOLITHIC CONDITION c \ ° I I / EXPOSURE I FASTEN AS No FED a NOTE: \ aal I ° ° ON WALL LAYOUT (BLOCK AI_L EDGES) ° ° ° i. Q , / 2) T -BRACING TO BE USED WHEN I I °co CONTINUOUS LATERAL BRACING IS — �J Eli IMPRACTICAL. SIDEVIEW AT BASE OF POSTcu _ -o 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 SD -3 SD -3 D-3 (USP DTB-TZ SIMILAR) SDS THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED Gi C cn 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL V SECTION - CONNECTION OF PERP, SHEARWALL TO TRUSS TO BAND BOARD WITH 0.131"x3%" SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED `° cli LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6-O.C. m a� g NAIL DIAGONAL BRACE TO BLOCKING vi WITH (3) NAILS c 2x4 BLOCKING - TOENAIL OR ENDNAIL `v 2x EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING w M _ BAND BOARD PER TRUSS (3) NAILS MANUFACTURER TRUSS (AS NOTED) MONOLITHIC FOUNDATION -cn a� v' �2x4 SPF NAILER- NAIL TO TOP PLATE WITH EXTERIOR %" CLEARANCE BETWEEN PANELS %" x 12" TITEN HD SCREW ANCHOR BETWEEN FLOORS 0.131 "x A" NAILS @ 6"O.C. or %" THREADED ROD SET 7" INTO ADHESIVE 2) NAIL DIAGONAL BRACE TO INTERMEDIATE WEBS WITH (2) NAILS o STEMWALL FOUNDATION - EXTERIOR 2x4 SPF No.2 DIAGONAL BRACE 2%2" RATED SHEATHING RIM BOARD- V THREADED ROD SET 12" INTO (TYPICAL AT EACH END OF NAIL TO TRUSSES WITH (6) 0.131"x 2Y2" NAIL PORCH SHEATHING AS NOTED ADHESIVE o CONTINUOUS LATERAL BRACING) NAILS. EXTERIOR FRAMED WALL u I ! NAIL DIAGONAL BRACE TO TRUSS INTERIOR APPLICATIONS- V o WEB WITH 3 NAILS � TOENAIL TRUSS TO PLATE WITH IF EDGE DISTANCE EXCEEDS 5' USE h () tm (2) 0.131"x 3%" NAILS or Y8" x 8T TITEN HD SCREW ANCITEN HD SCREW HOR o Q DOUBLE PLATE (U.O.N.) or %" THREADED ROD SET 6" INTOcu '� a° ° ADHESIVE o W W Q Z SECTION - TYPICAL OPEN WEB FLOOR TRUSS AA SECTION - EXTERIOR WALL PARALLEL TO TRUSS E m v SD 3 SDS SIMPSON 3/8"0 x 6" TITEN HD OR 0 -CONTINUOUS LATERAL BRACE (QUANTITY "THREADED ROD SET IN ADHESIVE 2 AND LOCATION DEFINED BY TRUSS SHOP B W F— Z DRAWING.) WITH MINIMUM 4" EMBEDMENT0 Q 0 WITH 1" WASHER In a; I NAIL CONTINUOUS LATERAL BRACE TO J �( EACH TRUSS WEB WITH (2) NAILS SHEATHING gg DETAIL - TYPICAL HTT5 INSTALLATION W a = FIELD NAILING a� i ROOF TRUSSES (BY OTHERS) SD 3 (USP PHD5 SIMILAR) DETAIL - ANCHOR BOLT UPLIFT CONNECTOR (AS NOTED)SHEATHING EXTENDS DOWN ONTO z w RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION - c w O 2x4 SPF BLOCKING NAIL WITH (2) TO ALLOW FOR NAILING EXTERIOR V a 0.131"x 3Ya" NAILS AT EACH END (3) TRUSSES MINIMUM (END NAIL OR TOENAIL) FOR CONTINUOUS LATERAL BRACE EDGE NAILING �" THREADED ROD SET 15" INTO • AT SOLE PLATE �, JOB NUMBER: COUNTY: 17-1199 DUVAL ADHESIVE DOUBLE PLATE a, RIM BOARD STEMWALL FOUNDATION -EXTERIOR NUT WITH 2"x 2"x 16" WASHER a" THREADED ROD SET 15" INTO ALTERNATE: SIMPSON LBPSY SLOTTED cn DO NOT SCALE THIS DRAWING NOTES: (2)ROWS0.131'x2/ NAILS = RELEASEDATE: TRUSS BOTTOM CHORD STAGGERED @ 6" O.C. REQUIRED ADHESIVE WASHER WITH 1" WASHER. 1 08-10-17 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4lo.2 SPF OR BETTER (U.O.N.) NAIL PORCH SHEATHING AS NOTED IN UPPER AND LOWER SHEATHING �" O THREADED ROD OFFICE C 0 P MIN. Y" SPACE BETWEEN PANELS INTERIOR APPLICATIONS 2) ALL NAILS SHOWN `•FALL BE 0.131"x 3" NAILS (U.O.N.) ® IF EDGE DISTANCE EXCEEDS 5" USE � � DRAWN BY: EXTERIOR FRAMED WALL -SHEA I HING EXTENDS ABOVE �i" THREADED ROD SET 8" INTO SIMPSON %"O x 6 %" TITEN HD ROD COUPLER CD BTC - JCG DOUN E PLATE MINIMUM 6" ADHESIVE TO AL IOW FOR NAILING ° ' WITH 1"CUT WASHER @, CHECKED BY:FSS ° OR 8" THREADED ROD SET IN ADHESIVE WITH — TITLE: EDGE NAILING AT DOUBLE PLATE MINIMUM 5" EMBEDMENT WITH 1"CUT WASHER m SECTIONS AND DETAILS ,. j (2 of 2) = SHEET: YBRACING DD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS EE DETAIL - TYPICAL SHEATHING NAILING BETWEEN FLOORS FF DETAIL - TYPICAL HDU8 INSTALLATION GG DETAIL - THREADED ROD ASSEMBLY o DETAIL - TYPICAL LATERAL TRUSS SD -3 SDS SD -3 SD -3 (USP PHD6 SIMILAR) SDS N SD�3O ENGMIEEREP ROOF TRU55E0 FFICE COPY ERGLAS5 SHWGIE5 FASTENED PER FHL R9052b \ SPRAY FOAM INSULATION AT ROOF DEL% ER LINDERLAYMEN7 FA5TECTO R90527 (TYf ) 05B ROOF SHEATHING OPEN WEB FLOOR M5T5 TOP PLATE INSTALL J' GYPSUM BOARD EE CONNECTOR 501E SCC E OPEN SPACE To PROVIDE au DRAFTSTOPPING PER NG FBC 12 L EXTERIOR FENESTRATION PIECES • IR"DRYWALL-- 3085 SUCH AS FOAM BANDING ARE TO BE RODS PER ENGiM PKG. �- a GALV.AVE DRIP 1Pl' �� COAT OF STUCCO WITH A STRIP OF ��' OPEN RA ER TAIL5 ft) TOP t0DRYWALL- 1P2"H THREADED RODS PER ENGR5 I'm 3/4'T/G 5U5FI 2M FLOM FIMSHED FLOOR PLATE HEIG4' (2)2x6 OPEN WEB FLOOR J01575 TOP PLATE INSTALL GYPSUM BOARO PARALLEL TO FLOOR FRAMW MEMBER Iloon" F7. MAX V2'DRYWALL OPEN SPACE) TO PROVIDE CFJL�i DRAFTSTOPPING PER FBG 8302.12 1? DRYWALL - IC -0 THREADED RODS PER ENGR'5 PKG. 4" FDNC. SLAB W/ F15ERME5H OR 6x6x1) W.W. ON 6 MIL VISOUEEN OVERQFAN,ML COMPACTED TERMITE TREATED FlLL CEMENT BOARD SIR TYP. K-191NSULATION _VAPOR BARRIER 5 TOP B BOTTOM FU 2x6 5TUD5 AT 16' ( 7/16' OSB WALL SHE 2x6 BOTTOM PLATE 3 COAT 5 UCCO PAPER BACK WI RUN TO TOP OF CEMENT BOARD'. TVP. - R-19INSUTATON _ VAPOR PARK E] TOP h BOTTOM 2.6 STUDS AT 1 7/16' OSB WALL: 2x6 PT. BOTTOM PLATE GRAPE - ^� FOOTING PER ENGINEERED ORAWMY+S WALL SECTION (TYf ) SCALE IP2b I'O OPEN WEB FLOOR M5T5 TOP PLATE INSTALL J' GYPSUM BOARD PARALLEL TO FLOOR FRAMNG NOTE OPEN SPACE To PROVIDE au DRAFTSTOPPING PER NG FBC R302.12 L EXTERIOR FENESTRATION PIECES • IR"DRYWALL-- SUCH AS FOAM BANDING ARE TO BE RODS PER ENGiM PKG. INSTALLED OYER THE 5CRATCHIBROWN COAT OF STUCCO WITH A STRIP OF 5ELF-5EAL NG . KANEOR SELF-SEALIITU MEMBRAER 2. TURF OF EXTERIOR PLASTER D FENESTRATION BE AND FE UCTS ASE WTH COMPLYING, SEALED WITH A SEALANT COMPLYING SEALPROANT WTM SECTION R613B.1 OF THE FLORIDA DLM.ANG CODE. RESIDENTIAL WATER 2 LATE z WEEP SCR 45URFACE SHOULD BE MLFO l(E, FINISH MAT IAL FOR DR. f PURPOSES TERMINATION OF STUCCO 5TUDQD TERMINA77fR1 PER A5TM C-926 A222 DRIP SCREED INSTALLED PER ASTM 106303 TOP OF 3/4" T/G SUBROOR tl2' DRYW LUUG.G. (2)2x6 TOP PLATE v2"DRYWALL —� 12"6 THREADED — RODS PER ENGR5 FKG. 3LE5 FASTENED PER FEC R90526 FOAM MISULATION AT ROOF DECK UNDFRLAYMENT FA5TENED PER FEC R9052.7 050 ROOF 5-EATHNG EE CONNECTOR 5CHEOULE 12 3OR5 `� 6" G4V EAVE DRIP OPEN RAFTER TAILS 2. FLOOR FlH5NED ROOK PLATE HEIGHT (2)2x6 OPEN WEB FLOOR M5T5 TOP PLATE INSTALL J' GYPSUM BOARD PARALLEL TO FLOOR FRAMNG hEMBER(100050. FT. MAX 1/2'DRYWALL OPEN SPACE To PROVIDE au DRAFTSTOPPING PER NG FBC R302.12 • IR"DRYWALL-- V2'D THREADED RODS PER ENGiM PKG. 4" CONC. SLAB W/ FOE WISH OR :rY'10 W.WM ON 6 ME. Y15QUEEN OVER CLEAN WELL COMPACTED TERMTE TREATED FILL CEMENT 50ARP SIDING NP. R-19INSULATION -VAPOR BARRIER. SEALED. TOP 6 BOTTOM PLATES. 2.6 STUDS AT 16hOC. 7/16' OSB WALL SHEATHM 2x6 BOTTOM PLATE CEMENT BOARD 51C4143 TYP. CEMENT BOARO SIOING TYP. R-191115ULATRIN _VAPOR BARRIER SEALED TOP 4 BOTTOM PLATES. 2x6 STUDS AT V' OC. 7A&05$ WALL SHEATHING, 2x6 P.T. BOTTOM PLATE "CMU STEM WALL W/ ALL ELL5 FILED Igl�-dfS WALL SECTION (TY12) SCALE: V2`= TO Duct Sized per ASH RAE Standards �Z Toy Friction Loss Static= . Z Total CFMs = Duct Sizes shown in Area X Length 'TEL= fgQol C = CFM on Drawing - 1 1— - Dud Sized per ASHRAE Standards 3.:�-jo>" Friction Loss= /d$ ' Static = 'Z Total CFMs = 1370 Duct Sizes shown in Area X Length .TEL= "Z3S / C = CFM on Drawing 2nd FLOOR PLAN r NOTES 1 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. 1' DUMP OUT AT OR #3, DR #4 AND BATH #3 m m RLVERSIDE HOMES Build With Confidence 12276 San Jose Blvd. Ste. 120 Jackrorr, 4 FL 32223 (904) 449-1650 www.mynvemdehome.com Lot 43 Atlantic Beach Country Club Novak Residence 2nd Floor Plan 1811 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 06.27.2017 2 Scale 1/4" = 1'-0" of O Plan Coastal Wheaton (, Wratten drnerrslons shall have p—d— —le dinwreiorz. C—noon shall Verify and be -P * for dhnrnsrons end conditions of the Job. Northeast Florida Design, Mc. herby reserves its caronon law copyrr ights aM other d idta5 ar In These plans, designs and ideas. These plans, designs and ideas are rot to be bt a T char my any or form whatsoever. nor aro they to be azsigled w any third party withwt Nret obtahlrg the express written per 55M from Northeast Fbrida Design, Inc. 12627 San Jose Blvd Suitt 702 xrhfaxr Jacksonville, FL 32223 Pl.,id. D..tgr,, L- 904.260.3319 GENERAL STAIR DETAIL 5LALF RT.5. sMW23 eal" YE a ILORVRKNMnrFPRw� JN CCN5lRLClIP1 Ml5i(pART's.S.NM'R w aaLl � rNE i1LRion axLnrs cwE, aESwnui MnxauMarsss NEion: carr . euMTREM aEPik OrwWwG W9Blli r n orc as"(ExrRB nGxN ww.,N "soP,r.A,raFnRP,aE. s'B'cnm's N><arc1 ncn;u o`.«s�ru.,,w HssT Ecw�T ,� ncaon Bnue oAE. eEsoomri W! EE ItsS rN5ae1' m MRE,WW 39"RKGrt ACwttNE STIR WHIG alwP.a.s 5�nniii oe rcmnl:umas PEx r�GNr ar 5r,w.s. ravts wouns qui eeTli 1- 5T5LOE w 11..R`"L4 ce15 stCIMnL owausnx, ce ,vrmeo Emwufitt. Iao Eaoss vEnwx A., Rnwsa SrRILi1R� 5nnll BE naE TO RESIsi n IMD of am Ie5 MR69 M nM DaEtTIOx AT a,ry PgMatRGrnEiaPRN, mrauuR� nsrT.0 _PRoncTsrl� � °Ronrewxs« w��\\ �4 POs cnNmr.nssnRaxa.. -1 To RF55ce.�Lcansmoral iee aBlE r Al[tW or al WRVAMPLL�MPYi TIETW RM. � Lt Less Mw 55'INN�� 4 TIEruN-Apia—, rIa,M55 AT STARiREM, ASERa 6 NNhi % 3�9 FFICE COPY 4'd 4"OR 6°d 6°4 m m m YINV � 15T FLOOR LIVING 2025 / ,im \ 'LOM_=J-P//I q� LAC - 3.'D. 2 -CAR GARAGE 436 9 e 5H- SILL 3e6e SH- SILL Y 0ZO'AFF - 02'-O AFF IIIILII\\ III 69 4o4" 511 - TN 50.L03' -B' 345 0 gy N RODE 5H r---- 3 pc— ---� 55H REE5TAN II _--------------- g i--- § ---I WIC l O p 5 GAR®N, 'LNDRY zB 9X ``� N I 8 QI 24' -0' I j, En FJVLL. SOLID MUTE) Fl p I a\--- N n PREPLUMB j GAS D 1 W l LNDRY IIK I I lacLG. �JpvVNERS I f�G TH II� I I 5U TE I I 6W a ea' 2� g F5C-R302.5.2: DUCTS IN GARAGE SHALL BE MIN 26 STEP TRAY CLS, I X� � a e MIRI - — --------------Ir4cUG_ - V.&CtG I -- -----------IOLLG �I € WIC 1-0 2N G D ALLOWED. to L '� tiJur,O DLlG R I I� FOC -R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND W-6' STO I I lyo cf I I I V >>LB IOPENRNLINGI ,C%��s I I f /~ .. CF t I 1,14pc g4 I. 4 I THAN THE FURNACE OR AIR HANDLER � 15T FLOOR LIVING 2025 2ND FLOOR LIVING 1189 I' I II I1 3214 2 -CAR GARAGE 436 1 -CAR GARAGE 265 EXTENDED 69 LANAI 345 BALCONY 193 LANAI 4522 II VA FL Hr. p 5 I Irk x 'LNDRY zB 9X ``� DOLRlslsre• sN QI II II 'I I En oda DROP(SELF SOLID MUTE) Fl EaRUTE E RACEDEP a\--- N n PREPLUMB j GAS D 1 W l LNDRY IIK I %PDQ . MECHANICAL EQUIPMMENT NOTES: LOSWG H -- GVeelES WER 2� g F5C-R302.5.2: DUCTS IN GARAGE SHALL BE MIN 26 �I GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. I I� FOC -R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND W-6' STO I I I ALL SIDES OF MECHANICAL EQUIPMENT AND I I COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WiDTH I OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER 4 I THAN THE FURNACE OR AIR HANDLER I S a B GROUND -MOUNTED MECHANICAL UNITS SHALL BE FREPL HOCD REFLUM VENTEDU I IN ACCORDANCE WITH FBC-R, SECTION STUD 'DOZED I IJ 5Q. FTG. CALCULATIONS 15T FLOOR LIVING 2025 2ND FLOOR LIVING 1189 TOTAL LiVING 3214 2 -CAR GARAGE 436 1 -CAR GARAGE 265 ENTRY 69 LANAI 345 BALCONY 193 TOTAL COVERED 4522 II DINING 10CLG. r iJ /ya ci+" II 10 CLG. lyd'f so �Xlo STUB pT4'AFF aZ-V AFF rExp '1 3 '�' AI 6/crop OVFR VERIFY 5TEP5 WFlELD 39 WALL lye, STUDY s __ D _ __OVE; -Z,AS L = II DINING 10CLG. r iJ /ya ci+" II F, 75-YJ�' 15t FLOOR FLAN S, 3'-6" 41?GA5 so 3°6°SH-50.L 9°6P 5H -SRL STUB pT4'AFF aZ-V AFF rExp '1 3 '�' AI SAD VERIFY 5TEP5 WFlELD lye, STUDY s __ D _ __OVE; -Z,AS '713 1 OHC___ O.HG_ n J 10 CiG. r4° 1011- II VA FL Hr. p 5 'LNDRY zB 9X ``� DOLRlslsre• sN QI II II 'I I En oda DROP(SELF SOLID MUTE) Fl EaRUTE E RACEDEP a\--- N n PREPLUMB j GAS D 1 W l LNDRY IIK I %PDQ . LOSWG H -- GVeelES WER 2� 2 ED— D-,SILL®6'4'AFF FALL AFF OUTDOOR %oKIZ 2'-,r 3'-Y W-6' STO F, 75-YJ�' 15t FLOOR FLAN S, m N S_* I. r-io 3 1 3'-6" 41?GA5 so 3°6°SH-50.L 9°6P 5H -SRL STUB pT4'AFF aZ-V AFF rExp '1 I I II SAD lye, STUDY II '713 1 n J 10 CiG. r4° 1011- m N S_* I. r-io 3 1 1 1 so II LLL I I II II 2 - CAIS A A E II VA FL Hr. p 5 II QI II II 'I I II I-rT. ® 2'-0' AFF r i Nit r� 1 -CAR IiGA�E —� T- x20 Q' Ri in Z &ee OeERIEAD POOR PERGOLA NOTES 1. DOORS AND WINDOWS ARE APPROXIMAI E FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2.1' BUMP OUT AT FAMILY ROOM, KITCHEN AND LANAI 3. REMOVE CAFE, EXTEND LANAI 4.16 5.G.D. AND SINGLE LITE FR. DOORS AT KITCHEN 5.46"h WALL W/ CAP AT LANAI 6. PREPLUMB SINK AT LANAI 7. PREPLUMB VENT HOOD AT LANAI 8. BAY WINDOW AT OWNERS SUITE 9. DBL. STEP CLG IN OWNERS SUITE 10. FR. DOORS AT STUDY 11. PREPLUMB LNDRY SiNK 12. GARAGE 5VC. DOOR 13. MUD BENCH 14. OUTDOOR SHOWER REVISIONS '• l kIVER°SIDE HOMES ild With• Confidence 276 San lose Blvd Ste. 120 acksonville, FL 32223 (904) 449-1650 www.m,riversWhome. rfOm Lot 43 Atlantic Beach Country Club Novak Residence 1st Floor Plan 1811 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By AR7 Sheet Date 06.27.2017 Scale 1/4" = VA Planof Coastal Wheaton Written d'mrnsiorG shall have premdence aver scale dlorereions. tractors conshall verify and ,e rwpmsible for dimerebrs and ecndltiws of the job. Northeast Florida 0651M Inc. hereby reserves its Common law copyrights and other copyrights in these plans, 1051WD and ida Tiplane, desiq l ideas and idarcn to be as. mse copied or changed In any mr or form whatsmver, nor are they to be assigned to aro third party Wlthmt first sbtainrg rhe,v a written permexiian fran Northeast Florida 0-114, Ir. 12627 San Jose Blvd Suite 702 - or dmI Jacksonville, FL 32223 FI id. D ,ign, Inc 904.260.3319