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771 Paradise Ln RES18-0250 20181116 structural revisionCONT. (3) SPANS (2) 2x8 HEADER 1J 2K ................................... L.. (2) JACKS (MIN.) 2x8 HEADER (2) 2x8 HEADER �J2 2J 2K ��(3) 2x4 BUILT-UP POST (MIN.) D01 L (3) 2x6 BUILT-UP POST (MIN.) WALL LAYOUT - SECOND FLOOR (3) 2x6 JACKS (MIN.) ID BLOCKING BETWEEN ATEALL SECOND FLOOR LL STS. WALL FRAMING NOTES: 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 %" - 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'/e" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS FLEXIBLE (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. F�EVISiQN aP#so DATE !I / t l� SIGNED 0 9, F I 9 E � ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 o , • �. e� • • N ,50791 e • OF p«� � •'••a goose* F` ...gpUSFL��IaPE tuttt��f� 0.50791 COMMENTS a 0 UJ J J SHEARWALL LEGEND: o - Q�I NON-BEARING WALL a U- X = BEARING WALL NI SW -6 © = SHEARWALLS FASTENED WITH a 8d COM (0.131 "x 2 %") NAILS @ „ y Q 6"O.C. ON EDGES AND 12"O.C. _ ON INTERMEDIATE SUPPORTS. SW -3 SHEARWALLS FASTENED WITH 8d COM (0.131 "x 2 %") NAILS @ CLIENT: 3"O.C. ON EDGES AND 12"O.C, SPRINGFIELD BUILDERS, LLC ON INTERMEDIATE SUPPORTS. (gUCKY DAVIS) SBS = SHEATH BOTH SIDES OF WALL m PROJECT: AT INDICATED SHEARWALL 771 PARADISE LANE LOT 27 PARADISE PRESERVE NOTE: ALL EXTERIOR WALLS SHALL BE SW -6 U.O.N. JOB NUMBER: COUNTY: o 18-0916 DUVAL 3 SCALE: ��� =1'-0" (U.O.N.) WOOD FRAMED HEADER LEGEND: = DO NOT SCALE THIS DRAWING SIZE OF HEADER N RELEASE DATE: 06-29-18 REVISIONS: 2 2x_ HEAPUANTITY s Al 11-06-18 DJM J = QUANTITY OF JACKS OF KING STUDS ° DRAWN BY: w DJM CHECKED BY: FSS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS TITLE: = WALL LAYOUT SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER SECOND FLOOR W SYP. INSTALL MINIMUM (1) JACK AND 2 SHEET: (1) KING STUD AT EACH HEADER (U.O.N.) o S -5 1Q ADDED WINDOWS / REVISED FRAMING NOTES o FAI GABLE BRACE LOCATIONS SEE DETAIL "A" ON SD -9 ZLGT3 AT RUSS „ ROOF TRUSS LAYOUT- UPPER LEVEL GABLE BRACE LOCATIONS SEE DETAIL "A" ON SD -9 TRUSS CONNECTOR SCHEDULE a o I� a a INTERMEDIATE RIGHT 601 LGT3 Q Q HTS24 HTS24 ALL OTHER TRUSSES H2.5T OR SDWC 15600 H2,5T OR SDWC 15600 H2.5T OR SDWC 15600 C? o U) o _ o o .... .... .... .... . C? v z a � .... .... .... Up)OQ z h- C/1 + • j U O wQM = = ! `' Q� U -jW F - Lu Wol p c) W Lu 0 m W M ( cn uiN o 001 I v SS S2 GIRDER GABLE BRACE LOCATIONS SEE DETAIL "A" ON SD -9 ZLGT3 AT RUSS „ ROOF TRUSS LAYOUT- UPPER LEVEL GABLE BRACE LOCATIONS SEE DETAIL "A" ON SD -9 ULSBERG I..HGINEEWNG, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 m www.HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 a y j NOTE: - 1) ALL TRUSS CONNECTORS ARE BASED ON m IN ® !\� °°°rrr�ra®•• � °SWI UPLIFTS COMPUTED BY ENGINEER OF RECORD. ®'� °.°��I�jSE •°••�j�''% UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS 1 ° SHALL BE DISREGARDED. 7 -_ o r A, ®• O 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. a o OF STP -11k648 NOT VARY FROM THIS LAYOUT WITHOUT PRIOR e®° ST648 APPROVAL BY THE ENGINEER OF RECORD AND THE pp�Q CONTRACTOR.°Nyb .�� 3 TRUSS CONNECTORS NOTED SHALL BE INSTALLED Cd O'N� AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR o APPROVAL OF THE ENGINEER OF RECORD. 0 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. o m 0 m 0 d 0 A m a m v y F- -o c CLIENT: SPRINGFIELD BUILDERS, LLC (BUCKY DAVIS) PROJECT: 771 PARADISE LANE LOT 27 PARADISE PRESERVE JOB NUMBER: 18-0916 �101NTY:DUVAL a a SCALE: /„ = 1'-O" (U.O.N.) 0 g DO NOT SCALE THIS DRAWING z RELEASE DATE: 06-29-18 REVISIONS: 1 11-06-18 DJM DRAWN BY: DJM L5 CHECKED BY: FSS TITLE: m ROOF TRUSS w UPPER LEVEL SHEET: S_7 1Q REVISED GABLE BRACE REFERENCE !DELETED DETAIL a TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT 601 LGT3 LGT3 D01 HTS24 HTS24 ALL OTHER TRUSSES H2.5T OR SDWC 15600 H2,5T OR SDWC 15600 H2.5T OR SDWC 15600 ULSBERG I..HGINEEWNG, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 m www.HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 a y j NOTE: - 1) ALL TRUSS CONNECTORS ARE BASED ON m IN ® !\� °°°rrr�ra®•• � °SWI UPLIFTS COMPUTED BY ENGINEER OF RECORD. ®'� °.°��I�jSE •°••�j�''% UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS 1 ° SHALL BE DISREGARDED. 7 -_ o r A, ®• O 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. a o OF STP -11k648 NOT VARY FROM THIS LAYOUT WITHOUT PRIOR e®° ST648 APPROVAL BY THE ENGINEER OF RECORD AND THE pp�Q CONTRACTOR.°Nyb .�� 3 TRUSS CONNECTORS NOTED SHALL BE INSTALLED Cd O'N� AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR o APPROVAL OF THE ENGINEER OF RECORD. 0 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. o m 0 m 0 d 0 A m a m v y F- -o c CLIENT: SPRINGFIELD BUILDERS, LLC (BUCKY DAVIS) PROJECT: 771 PARADISE LANE LOT 27 PARADISE PRESERVE JOB NUMBER: 18-0916 �101NTY:DUVAL a a SCALE: /„ = 1'-O" (U.O.N.) 0 g DO NOT SCALE THIS DRAWING z RELEASE DATE: 06-29-18 REVISIONS: 1 11-06-18 DJM DRAWN BY: DJM L5 CHECKED BY: FSS TITLE: m ROOF TRUSS w UPPER LEVEL SHEET: S_7 1Q REVISED GABLE BRACE REFERENCE !DELETED DETAIL a An IV � M� N 10 m � W TT5 NOTE: EACH EXTERIOR 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 "F" ON SHEET SD -7 HTT5 .......... . HOLDQW TT5 y 75 HTT5 HOLDOWN N HOLDOWN N \ HOLDOWN � SD -5 SD -5 TT5 A HOLDOWN 1. INSTALL (1) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2, EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 0 DOWN HOLDOWN HOLDOWN.. ANCHOR BOLTS @ 24" O.C. J ❑0 2) HTS24 AT (2) HTS24 AT EAM BEAM —HTT5 { — BM BM4 m� \HOLDOWN CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS S24 A TS24 AT _HT T — RETURN WALLS (SEE DETAIL A ON SD -8) BEAM SD -5 BEAM HTT5--- — HTT5 II HUC410 HANGER HOEDOWN L. = = = = = _ — — — — HOLDOWNLT II II HUC410 HANGER II ' II LCONSTRUCT USING APA NARROW WALL) II - METHOD WITH HEADER CONTINUOUS ACROSS II = RETURN WALLS (SEE DETAIL "A" ON SD -8) — — — NOTE: EACH EXTERIOR 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 "F" ON SHEET SD -7 TIE -DOWN LAYOUT - FIRST FLOOR 1L REVISED ROD SPACING NOTES NOTE: (1) SDWC SCREWS MAY BE USED IN LIEU OF SSP or (2) SDWC SCREWS j MAY BE USED IN LIEU OF DSP AT STUD TO PLATE CONNECTIONS PER SIMPSON LITERATURE ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 WWW.HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 Ip ' s..o ` i iV40.5i 07g — y r Of — a � r :"�11U�P"S�I�, COMMENTS: �N►11111uN1��� a EXPOSURE "C" ANCHOR NOTE SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS OR a"x 3 4" TAPCON SCREWS AS REQUIRED TO MAINTAIN MAXIMUM 24" O.C. SPACING CLIENT: SPRINGFIELD BUILDERS, LLC TT5 _ (BUCKY DAVIS) THREADED ROD LEGEND: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) HOEDOWN ANCHOR BOLTS @ 24" O.C. JOB NUMBER: 18-0916 o ICOUNTY: DUVAL HTT5—�� ,HTT5- --�, / HOLDOWN THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) HOLDOWN AS NOTED ( ) INSTALLED AT SILL PLATE c SCALE: -1'-0" (U.O.N.) 1 N DO NOT SCALE THIS DRAWING HOEDOWN BM5 - x X ' HTT5 HOLDOWN = ti .. _ - _ - _ ANCHOR BOLTS @ 24" O.C. a o HOLDOWN (AS NOTED) AT SILL PLATE COUPLED TO MIN. %" THREADED ROD HOLDOWN = _ _ y DRAWN BY: w DJM CHECKED BY: FSS FROM FOUNDATION TO DOUBLE PLATE HTT HTT5- o cn HOEDOWN 0 1. INSTALL (1) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2, EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 0 DOWN HOLDOWN HOLDOWN.. ANCHOR BOLTS @ 24" O.C. J ❑0 2) HTS24 AT (2) HTS24 AT EAM BEAM —HTT5 { — BM BM4 m� \HOLDOWN CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS S24 A TS24 AT _HT T — RETURN WALLS (SEE DETAIL A ON SD -8) BEAM SD -5 BEAM HTT5--- — HTT5 II HUC410 HANGER HOEDOWN L. = = = = = _ — — — — HOLDOWNLT II II HUC410 HANGER II ' II LCONSTRUCT USING APA NARROW WALL) II - METHOD WITH HEADER CONTINUOUS ACROSS II = RETURN WALLS (SEE DETAIL "A" ON SD -8) — — — NOTE: EACH EXTERIOR 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 "F" ON SHEET SD -7 TIE -DOWN LAYOUT - FIRST FLOOR 1L REVISED ROD SPACING NOTES NOTE: (1) SDWC SCREWS MAY BE USED IN LIEU OF SSP or (2) SDWC SCREWS j MAY BE USED IN LIEU OF DSP AT STUD TO PLATE CONNECTIONS PER SIMPSON LITERATURE ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 WWW.HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 Ip ' s..o ` i iV40.5i 07g — y r Of — a � r :"�11U�P"S�I�, COMMENTS: �N►11111uN1��� a EXPOSURE "C" ANCHOR NOTE SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS OR a"x 3 4" TAPCON SCREWS AS REQUIRED TO MAINTAIN MAXIMUM 24" O.C. SPACING CLIENT: SPRINGFIELD BUILDERS, LLC _ (BUCKY DAVIS) THREADED ROD LEGEND: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) m PROJECT: 771 PARADISE LANE LOT 27 PARADISE PRESERVE JOB NUMBER: 18-0916 o ICOUNTY: DUVAL ❑ = THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) HOLDOWN AS NOTED ( ) INSTALLED AT SILL PLATE c SCALE: -1'-0" (U.O.N.) 1 N DO NOT SCALE THIS DRAWING RELEASE DATE: 06-29-18 � VISIONS: RE 1 11-06-18 DJM 0 = HOLDOWN (AS NOTED) AT SILL PLATE COUPLED TO MIN. %" THREADED ROD y DRAWN BY: w DJM CHECKED BY: FSS FROM FOUNDATION TO DOUBLE PLATE TITLE: TIE -DOWN LAYOUT FIRST FLOOR HOLDOWN (AS NOTED) AT SILL PLATE COUPLED TO MIN. %" THREADED ROD SHEET: n S-8 FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE ABOVE. F. SEE DETAIL "G" ON SD -7 J � . ............... N' . SD -5 SSP TOP & BOTTOM @ 16" O.C. & %" x OF SDS SCREWS THROUGH SHOE PLATE INTO EACH INTERSECTING FLOOR TRUSS BELOW 0 2) CS16 STRAPS BETWEEn�l FLOORS ALIdNL�w/ HOLDOWNS BELOW _0I L_ 4�� p _ .................... S16 BETWEEN--�. SSAT TOP & CS16 TO/ BEAM / GIRDE BELOW @ 32" O.C. SSP T TOP & CS 16 TO BEAM / GIRDER ELOW @ 32" O.C. E -DOWN LAYOUT - SECOND FLOOR 1Q REVISED ROD SPACING NOTES ULSBERG ENGINEERING, INC. - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 - JACKSONVILLE. FL. 32258 - P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 E ,t���IIt�111111li1�j�► ' .. ff it It SQ79'� o 3 q • q � • TF OF •off ••.�` . p��,. o as �,' • 'was d 3 aZv E E 0 COM %gxxi '`,`� 72 iu m CLIENT: SPRINGFIELD BUILDERS, LLC - (BULKY DAVIS) THREADED ROD LEGEND: • _ %" THREADED ROD FROM a PROJECT: 771 PARADISE LANE FOUNDATION TO DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) LOT 27 PARADISE PRESERVE THREADED ROD FROM - JOB NUMBER: 18-0916 COUNTY: DUVAL FOUNDATION TO UPPER 3 - SCALE: 8° = 1'-0° (U.O.N.) FLOOR DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) DO NOT SCALE THIS DRAWING N RELEASE DATE: 06-29-18 o = HOLDOWN (AS NOTED) REVISIONS: INSTALLED AT SILL PLATE 1 11-06-18 DJM 0 = HOLDOWN (AS NOTED) AT SILL PLATE DRAWN BY: COUPLED TO MIN. %" THREADED ROD DJM FROM FOUNDATION TO DOUBLE PLATE CHECKED BY: FSS = HOLDOWN (AS NOTED) AT SILL PLATE TITLE: TIE -DOWN LAYOUT COUPLED TO MIN. %" THREADED ROD _ w m SECOND FLOOR FROM FOUNDATION TO UPPER FLOOR SHEET: DOUBLE PLATE ABOVE. _ S-9 ULSBERG ENGINEERING, INC. GABLE TRUSS - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 \ 2x12 BLOCK WITHDIAGONAL BRACE P: 904.886.2401 F: 904.260.4367 \ DIAGONAL BRACE 1 1" www.HulsbergEngineering.com (4) a75 x 4z SDS SCREWS TYPICAL TRUSS \ INTO DOUBLE PLATE INTO C.A. NUMBER: 25846 I` HGA1OAT EACH BRACE HGA10 WITH 1 x 1 1" SDS SCREWS - 4 2 N a TOENAIL BOTTOM CHORD OF TRUSS TO DOUBLE PLATE wl a 0.131" x 3" NAILS @ 8" O.C.��"'��*ro:� �eN' (2) a x 3" SIDS SCREWS DOUBLE PLATE' — 2x4 WALL a ; IF 1� "TA'- l� a � °a• FY'D Ss. S61 M- , *Flt� a x12 BLOCK WITH SECTION ca •Pa °;.. .`••' �` 2 .. (4) a x 42" SDS SCREW r INTO DOUBLE PLATE ����is�'� i®'i .... ALTERNATE - GABLE END WI LL DIAGONAL BRACING A a (3) 0.131 "x 3 TOENAILS R -NAIL BRACE TO BLOCKING WITH (5) 0.131"x 34' NAILS AT EACH LOOKOUT TO TOP CHORD OF TRUSS. 2x6 BLOCKING BETWEEN TRUSSES WITH2x4 BLOCKING F l (3) 0.131"x 3'X" NAILS EACH END REQUIRED BETWEEN , LOOKOUTS ROOF SHEATHING (AS NOTED) o 2x_ BARGE RAFTER \ \\ I I I I 1 FASCIA (BY OTHERS) y \\ I I I L 2x4 LOOKOUTS @ 48"O.C. H3 CLIP O5450 OR EQUAL AT EACHLOOKOUT II II �� I II 2 \\ \-GABLE END TRUSS (DROP GABLE) II II II II �\ I 2x6 BRACE SPACED @ 48"O.C. CLIENT: \\ I I UNLESS OTHERWISE NOTED SPRINGFIELD BUILDERS, LLC \\ ON ROOF LAYOUT. (BUCKY DAVIS) I I I \\\ ADD 2x4 T-BRACE NAILED @ 6"O.C. PROJECT: \\ WITH 0.131 x 2/ NAILS IF BRACE 771 PARADISE LANE \ LENGTH EXCEEDS Y-O". I I I I\\ JOB NUMBER:COUNTY: DUVAL- �0LSTA12, LTP4, OR SDWC 15600 SCALE: 3 _ a l'-0" (U,O.N.) % @ 48„ O.C. E i DO NOT SCALE THIS DRAWING RELEASE DATE: 11-06-18 REVISIONS: HGA10KT AT EACH BRACE \�--� TOENAIL BOTTOM TTOM CHORD OF GYPSUM BOARD CEILING - I41,/ TRUSS TO DOUBLE PLATE WITH DRAWN BY: DJM 0.131"x 34' NAILS @ 8"O.C. NOTE: CHECKED BY: FSS \ 2x4 DRYWALL BACKING INSTALLED ALL MEMBERS SHALL BE #2 SYP. TITLE: CONTINUOUSLY BETWEEN BRACES GABLE BRACING (BEYOND) SECTION - GABLE END WALL DIAGONAL BRACING SHEET: A SD-10 L