Loading...
HomeMy WebLinkAboutREVISION 10-22-18OFFICE USE ONLY: r DATE FILED: SCANNED PERMIT # 00 O D REVISION FEE: (D 0 BY RECEIPT# e"t 1,uc(e County PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL EV I S I O N (772)482.1553 553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE 2W ( ADDRESS: � N � „'(A c- �tl C -F. DETAILED DESCRIPTION OF PROJECT REVISIONS: 1�10Te R)=v►s 1005_ CONTRACTOR INFORMATION: STATE of FL REG./CERT. BUSINESS NAME: QUALIFIERS NAME: I he" S , 1 Z- ADDRESS: P� o 5G- CITY: STATE: PHONE (DAYTIME): OWNERBUILDERINFORMATION:� NAME: V�I-A5 �uClt- ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 . 1— STATE: u13Y FiF. UO / J%!L ST. LUCIE CO CERT. #: FAX: FAX: PAN: ZIP: ZIP: ZIP: RECEIVED OCT 2 2 2018 Permitting Department St. Lucie County, FL W O 'i n A •fl d 1 D 0 m N W 3\ W 3• ? 3• H r �0 O 0 00 W \ C W rL O y X M O 0000 N 3 •0 L M 0 3 N 3 N n 3 O `G 0 Q 3 �n W C :r •* e+ mW D S N Q rt 3 D A m Cr> rm. a v 0 T "` M N -. 3 D Q 0 S A O 3 00 A 3 !D 0 M) 3 o W f a 3 3 CL n C. Er Q Cm m MW — t!a m N a = N Q z S W ofD, m � � � m �6 N 3 A 3 7 3 7 CL 2 n O rt 03 F 0 m m m fD v N C W 0. 0 N 00 .0 Q W H W a 3 3 0 N O. 3 Mz(D m m E rcrr r,<' w o 0 .� 3 f _:u M N m o W r o 9 c 3 ® r. W M 7 A m gm� n D D 808 0 N J N D CO � m D m D N 0 my In w Z [D D V A roro ED 1 D 0 RECEIVED OCT 2 2 2018 Permitting Department St. Lucie County, 1 TEMPERED in w EXISSTTN� B TH _ A Remove existing `— slidingv,,glass doors close up\and finish to (latch`exist EXISTfNG GUEST \ B`E.DROO\I CLO C©A OF f-----------� I �EXI TI G�NG F I GA AG`E I \ 151 GAME AREA Owner speciFled sofa 21'-O /2" 2'-nr2° Ln NEW KITCHEN -- Q W-- O mW o> e o- FW I N I � Vault To Match Existing — I I GPEAT BROOM I I I Provide Ne Pantrg DINING C-2 EXISTING BATH at Ceding ` J POIUDER / % ` \\C` \ ° -T �'VAV New partition L A 1,�\ D R Y �A 2 o El �Ab JAI leve floor w/ 4" or 112' x 34 IAtt°c Accesel with light I 0 .z � I Provide New 1 i Bar �\ New artition I NET T G R O'O M I I I I O O -2 V C-2 NEW CONCRETE DECK Screened Enclosure (Shop Drawings By Others) —� Remove fi�xed ghass and transom above dock in and finish ` ta, match existing \. EXISTI L�I\VING L EXI TIN \ FOYER \ C� EXISTF�lG ENTRY \ EXISTING FLOOR PLAN TYPICAL NOTES_ SCALE 1/4" = I'-o" \ G A R A E \ I. Contractor to verifg ALL notes and dimensions prior to ° proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam. Rafters, etc... to have a minimum IAOO P.S.I. fiber stress. \ 4. No dissimilar metals to touch. \ 5. ALL Concrete used for slabs shall be 2500 PSI concrete, and \ ALL Concrete used for vertical filled cells, continuous. tie beams etc., to shall be 3.000 P.S.I, concrete and/or 4,000 P.S.I. grout mix ---- � \--------- \f- --- �_'C_-- 1\ 6. Drywall es with shall be leveled and attached to bottom chord � \ I '� of trusses wrth screws. \ I 1. ALL wood in contact with concrete shall be pressure treated. \I 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. \ \ I 9. ALL plumbing fixtures to be low flow. Existing \. I\ 10. Contractor to Provide a 2'-8" wide door at one bathroom for Gars e Door I handicap accessibility requirements. I g 1 11. Separation between residence and garage shall be per FBC R309.1 and R309.2 To Remain i 12. Door between garage and residence shall be 1-3/8" solid wood - 20 min. fire rated WALL SYMBOL LEGEND = Existing walls = 2" x 4" non -bearing stud walls - see sections. Insulate with R-II batts at bathrooms It between A/C and Non -A/C spaces 2" x 8" non -bearing stud walls - see sections. Insulate with R-19 batts at bathrooms t between A/C and Non -A/C spaces NEW SPA I 28" — — — 1 �EX TING STER I Cut Back Coffe d e Ing QR I I I M-- 0 _7 x We Aeeessl � \, with light I A EXIST +1Zs J EXISTIN& CLQ N O CLO -------- -- --- STIN XICC MASTER T 0 z Interior Door/Window Schedule Mark Size Door Description Location A 2'-4" x C-8" single Panel - Pant Grade Guest Room Bath B 4'-0" x L'-8" single Panel B°-Fold Pant Grade Guest Room Closet C 2'-8" x 6'-8" Single Panel - Paint Grade Guest Room D 31--4" x L'-8" 2'-a' Cased opening with barn door - point rade Office E 2'-4" x C-8" single Panel - Pant Grade Office Bath Room F X L'-8" Lvered single Panel St -Fold Paiount Grade Closet At Powder G 2'-4" x C-8" Singh Panel - Paint Grade Powder H 2'-8" x C-8" single Panel - Paint Grade Door to Laundrg I 2'-8" x C-8" Paint Grade - Ihr Door Door to Garage J OMIT K 2'-4" x 6'-8" Single Panel Pocket - Pant Grade Office Storage L 4'-0" X L'-8" cased opening a/ barn door - atom reds Sitting Room M 4'-0" x L'-8" °V-O' cased opening e/ barn door - scan grade Master Bedroom N (2) I'-8" x C-8" 3'-0' eased opening a/ barn door - Pant grade w/ wirrors Her Closet O (2) I'-8" x 4'-8" 3'-O" cased opening a/ barn door - Paint wide a/ wirrors His Closet P 2'-4" x C-8" Single Panel Pocket - Paint Grade Master Bath WC Q X-O" x C-8" Single Pail Si -Fold - Pant Grade Closet in Master Bath R 1'-8" x C-8" single Panel Bi-Fold - Paint Grade Closet at Master Bedroom S (2) 4'-0" x 6'-8" single Panel Bi-Pea - Paint Grade Laundrg Room Closet - ALL exterior doors including garage doors to withstand pressures stated in permit information box on these plans. - verify all masonry/rough opening sizes prior to ordering windows. - See product approval chart on these plans for exterior door manufacturer information (including garage door) - Provide one exit door (swing type) that is 3'-0" wide minimum and one emergency escape door (not shuttered). If escape door has gglazing then It must be impact resistant and shall NOT be thru garage. This may be the same door if it meets both criteria listed above. Exterior Door/Window Schedule Mark Size (wxl) Description Location I. 25" x 49" CASEMENT- TEMPERED GUEST BATH 2. 41" x 42" CASEMENT - EGRESS GUEST BEDROOM 3. 41" x 42" CASEMENT- EGRESS OFFICE 4. 34" x 42" PICTURE GOLF CART ROOM 5. 41" x 42" PICTURE GARAGE L• (4) 25" x L8" CASEMENT SITTING ROOM (1) 25" x 48" FIXED SITTING ROOM Transom 8 12'-0" x 8'-O OXXO FRENCH DOORS w/ TRANSOM Living Room Doors and Sidelights 9. C-O" x 8'-0" OXO FRENCH DOORS ENTRANCE DOOR 10. 12'-0" x 8'-0 OXXO FRENCH DOORS Master Bedrom Doors and Sidelights II. 48" x 32" PROJECTED MASTER BEDROOM 12. (2) 34" CASEMENT Tepured MASTER BATH 13. (2) 25" x 48" FIXED fak5ad g°Rm`.,°`h `ente` endows MASTER BATH Closet 14. (2) 25" x 25" FIXED o fFake Rm °`i"°" :enter windows Master Bath Closet Transom 15. 48" x LO" HORIZONTAL SLIDER KITCHEN - West Wall IL. 48" x LO" CASEMENT KITCHEN - South Wall 11• 3'-0" x 8'-0, FRENCH DOOR Kitchen To Patio 18- (4) 3L" x LO" CASEMENT GAME ROOM 19- (5) 30" x 30 PICTURE WINDOW CUPOLA 20. (3) 30" x 42" PICTURE WINDOW CUPOLA 21. 3'-0" x 8'-O' FRENCH DOOR GAME ROOM to exterior - ALL Windows to be Bronze ESP aluminum windows with tint. Provide muntin's and structural mullions per elevations. See product approval chart for window manufacturer information. - ALL windows to withstand Pressures stated in Permit Information Box on these plans. - ALL windows in bathrooms to be tempered - ALL windows within IS" of finished floor to be tempered unless impact rated. - verify all masonry/rough opening sizes prior to ordering windows. Sy St. Lucie County FC®� RECEIVED OCT 2 2 2018 1 S7. lute Eounty, Pern 0 N O ,a V w o� w c UC o�nac C1 Q)0oc }Q1G 93 c U IVEcv coT �UUIi „ to aDaDCD o°D iTi 2 I r-6-t- nnnT i I I I '0 ODODOD� >` 3 A CD � a -0 y�, O lU I M a qtn o OvQ Q o LL LL 0 C U O � 4-11 u v -441-11 ro lLCN cc .00 q 2 2-2o >00M No c OD OD E 00 =)I 1 0 A �� o0000( d 0)I ocl64 L 1110 aVcvil �`g � •� rrva- UWrr�IT 4j 1isF V m E IL ~ u- so MM� cN 1Ja Sheet Of: 10. Comm # 18-13�i Existing Trusses 1� Provide Simpson MBHA3.56/11.25 Hanger wl To Remain (1) 3/4" dia. x 8" ATIR into Top and Face of Block Wall i1nd (18) Iod rails into Beam mill Millis Strap htp corner o new beam using Stepson HUS 26-2 filling all naill Was wth lOd mails 4 MATCH EXISTING Raked Concrete block Gable to-n-le endwall see detail on sheet D-3 See Gable endwall framing detail PRE-ENGINEERED SCISSOR TRUSSES •n this sheet AT 24" %o.c. TYPICAL ( shop drawings by manufacturer ) SEE SECTION FOR BOTTOM CHORD SLOPE C-2 Steal column in caner shall have embed lets on It for beam LISIeff detail on sheet - BI corner beam over kitchen window36" 8" x 12" concrete tie beam4) tt5 bars cont. with #3 stirrups at 12" o.c. 10-17-IB _ B-I1-18 iy =FLZ tate "S" Roof Tile ins.alled per product 12 Z 7804.2 and evaluation report using -MATCH y adhesive as shown in detail on sheet D-2 EXISTING W ss self adhered roofing underlayment over 19/32" d attached to trusses per sheeting attachmentroof plan, NEW TILES TO MATCH EXISITNG ---—--- -L31 51 O #I aXC \ B \ \ NTINUOUS BEAM E,2--, C EXISTING R OF TO REMAIN B3 B3 \ Raise existing beam\ upAto new cling leight \ r 2 \ L22 \ NO STEEL OR CONCRETE FILL SHALL BE REQUIRED IN THIS LINTEL USE LINTEL SCHEDULE FOR LINTEL SIZE AND LENGHT ONLY HOLLOW LINTEL SUFFIECIENT TO CARRY EXISITNG LOADING FROM ROOF OVER NEW DOOR. mee spaced per truss dactures plane cal splice .ach bracing to true chord y (2) IOd nails in all loon. x 4" Wood bracing bracing shall lap one truss SHALL COMPLY WITH BCSI-B3 SUMMARY ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 141/32" COX Plgwood 4. Use nails or screws based on Creseyre for roof stated in permit info box on these plane For zone 3 F _ _4 FT- _ A 4 rT 4 PT 4 PIT PT4 FIT ** Use nails or aGrews based on pros0ure for r of stated in permit into Dox on these plans for zone Ke Area Ede Field Fastener X. on I L" 8d ring shank isPat Zone 2 8d ring shank lL of Zone 3 Bd ring shank 64 pef / ** Zone 3a b" 6" 48 wood screw 112.5 pat Strap framing to beam using Simpson HETA 12 strap _ filling nail holes with IOd x 1.5" Haile Held down beam for 2"x from as shown. Install layer of 30tt Felt between concrete and framing. Neil Overhang framing to top chord using (D IOd nails —� B BOTTOM CHORD TRUSS BRACING NOTES Contractor to brace all bottom chop e in floor and roof trusses in the fdloLlmp manner: - Install brat row of true bracing 31.from exterior Wells and spaces 12" o.c. thereafter. - Install bracing on any bottom chord Which is longer than 72" in clear open. All true brecin to be 2" x 4" Wood and shall be attached to bottom chord op trusses. ALL EAM SCHEDULE Mark Size and Description Fb (psi) BI Two rows of beam block with filled with concrete and (I) tt5 bar cont. in each row. B2 (3) 13/4"w x 18"d LYL Beam 2400 B3 (2) 13/4"w x IS"d LYL Beam 2600 Existing wood beam to raised to new height EBS (2) 13/4" x II I/4" LVL Beam 2400 HI (2) 2 x 12 SYP #2 Wood Beam ALL BEAMS CONSTRUCTED OF PLIES SHALL BE FASTENED TOGETHER USING (9) IOD NAILS IN ROWS AT 12" O.C. FROM EACH SIDE AND STAGGERED EACH SIDE. Additional O a > o� N p w� w W aL1c I a� �� vcfac j c� ° IV r y.t a5 ben ., " P`�: i• I i •"�i Precast Lintel Lintel Length Bar Length Clear Span "A" Bars "B" Bars 2'-10" 2,n3 none 3 -6" 3'-4" ?'-2" 2,43 none ere-OD/IT � T — C O— 2 -8" 2,143 none -�� Additional _q) ai ben Sove�e .:,, �. One Raw d Beam .. �OO� a q'-6,• 4'-q" 3'-2" 2,tt3 none LINTEL SCHEDULE Mark W UM W Lintel Sire gaa�-Crate S iceUan fore- Stressed 6M �� Above mottle etssl a'd Top Stad � LeW Max fPLr) Max. L�aad IPLr> Mar. L� tPLP) L81 2'-W 1re-Om/IT NO — 1 K 3011 16L1 INS L31 13'-I• 3'-Y ere-Oenr si 4661 113t3 its L46 'Ii'-Y ere-Omnr NO — I as 1341 W4 46 L60 i'-O' 6'-e' era -Omni NO — I as e06 104 331 LLO L'-e' C-e' ere -Omni NO — I so 106 121 634 LSO T-O' T-O' ors-omnr NO — I K IOi TSB 634 LBO e'-o' s'-e' ere-Oenr NO — 1 K LM i41 iG L10 Y-0' Y-e' ere-omn7 NO — I as 536 630 401 LI00 IO'-O' 10'-M ere-06nT NO — I 96 ieS 414 462 LW 10'-O' Ir-e' erlL-6lnT NO ONE 1 s6 I K r1i4 410 408 L120 IS'-O' IS'-e' ePIL-IenT NO ONE I ii I K IOIi LOL 324 LHO 111 14'-e' IrIL-I6nT YES ONE I K I as 1370 on 1e4 LLLO IL'-O' IL'-e' erlL-Ip/ST YES ONE I K S K 160 Epp M4 Lb0 IL'-O' 16'-e' erlL-b/sT YES ONE I IS S K mLo 484 14e - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 13'-II" LONG ARE TO BE PRESTRESSED EADJUSTLLINTELSLACCORDINGLDY PRIFINAL OPENING SI�ES TOR TO MASONRY ANY/ALL LINTELS 2" x 4" gable overhang framing at IL" o.c. Plywood installed per roofing notes -see roof plan / Soffit and fascia -see - typical section for exact details assumed to match existing MAX. Typical soffit -see typcial section 5/8" thick light textured b2" x 4" botto' m chord �I stucco on typical concrete race at 8-O" O.C. block construction 1 2" x 4" x 8" PT Haller at each brace attached to wall using (2) Raked Concrete beam - see sheet 0-3 1 1/4" x 3.25" tapcons at each nailer GABLE ENDWALL DET,41L S NTS ROOF PLAN \ TYPICAL ROOF NOTES: Scale 1/4" = 1'-0" - Overhangs Shall be 3'-0" Field verify and adjust to match - Roof pitch shall be (0;12 Field verify and adjust to match \ - Truss shop drawings to be provided by manufacturer Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verlfication - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction, -MN," \ - Contractor to provide the Architect wlth truss shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK for strap and footing size verification. TRUSS DEFLECTION SHALL NOT EXCEED 0.5" ON ANY TRUSS. a'j' Ca D U � QLL j ao cal w W ,Q L() Op a3 c NN v i 00 00 E q I ONN � wUNN � uWrr'�° rki► III � E � Q 0� W lq Sheet OF 10" RECEIVED Lur" s. OCT 22 2018 i• ST. Luse County, Permitting Comm sc 18-131 STRUCTURAL STEEL NOTES: I. STEEL GRADES TO BE AS FOLLOWS: - STRUCTURAL TUBING...... Fg = 4� ksl - ALL OTHER SHAPES ......... Fg = 50 ksl 2. ALL STRUCTURAL STEEL TO BE DOMESTIC ASTM A-50 (Fy = 50 ksl) A992, AND/OR ASSTM - 500 (Fg = 46 ksl), DESIGNED AND CONSTRUCTED IAW THE LATEST EDITION OF THE AISC AND CODE OF STANDARD PRACTICE 3. HIGH STRENGTH BOLTS TO BE ASTM A325-N AND SHALL HAVE H.S. NUTS AND WASHERS. 4. ALL WELDING TO BE I.A.W. AWS LATEST STRUCTURAL WELDING CODE (ANSI/AWS DDI.I-2010). RUSTPROOF ALL WELDS AND PLATES WITH HEAVY DUTY RUST -PROOFING PAINT. S. ALL MEMBERS TO BE WELDED SHALL USE E-10-XX ELECTRODES (MIN.) 6. SHOP COAT ALL STRUCTURAL STEEL WITH RUSTOLEUM USING RED PRIMER OR EQUAL (U.O.N.). FIELD PATCH AFTER ERECTION USING WIRE WHEEL TO REMOVE AFFECTED AREA THEN COAT WITH RUST INHIBITOR AND FINISH WITH RUSTOLEUM PAINT I.A.W. MANUFACTURER'S STATED INSTRUCTIONS STRUCTURAL ADHESIVE (EPDXY) SHALL BE SIMPSON TIE ET22. 6. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE SHOP DRAWINGS TO THIS FIRM FOR ALL STEEL PRIOR TO ORDERING FOR VERIFICATION. Existing floor slab 4" x 4" SYP 42 Wood post Simpson ABU 44 post base. Dowel 6/8" dia. threaded rod min. 9" into footing using min. 3/4" dia. hole and set in epoxyy. Nail strap to post using (12) ILd nails Existing Floor slab Existing Floor slab 4" x 6" )SYP #2 Wood post post 5ase. `6o`L 5/8" dia. threaded rod min. 9" into footing using min. 3/4" dia. hole and set in eppoxgg Nail strap to post using (12) Ibd nails Existing floor slab It _-_ New footing pour -o a a New footing pour d level w/ existing slab level w/ existing slab P.' DETAIL AT 4"x4" POST CONNECTION DETAIL AT 41'x6" POST CONNECTION Scale: 3/4" = l'-O" Scale: 3/4" = I'-O" 12 es with drilled vubolts l�h[.mIrgrA e ner needed 1/4" nn E70-XX EIO-XX 1W 3 1/2" x 3 1/2" x 1/4" thick steel column to-xX <pansion anchors 10" x 10" x 5/8" thick base plate prewelded to column Tgpclal Base Detail 3/4" = See offset cap detail on this sheet -- See typical base detail on this sheet Footing beyond - see foundation plan for size and location — Existing truss leg new 2" x 6" SYP #2 blocking bolted to truss using (2) 3/8" dia. through bolts with 3/4" dia. washers each side Strap new beam to blocking using Simpson MTS 12 strap filling all nail holes with IOd x 1.5" nails �russ Blocklrca Detail BLOCK ALL EXISTING TRUSSES AS SHOWN - SEE DETAIL ON THIS SHEET —T ` BEAM B2 C- \ /JL� Existing trusses to remain lO-I�-18 J I SOFFITTED AREA IN GREAT ROOM j i ,I: t C-2 Columnr See embed plate detail "A" on this sheet • L.J ^ 5/8" x 6" nelson studs prewelded to cap plate o I � 5/8" cap plate o EMBED PLATE DETAIL C-2 Column NTS See base plate detail on this sheet 1" leveling grout See foundation plan for '�'�footing size and steel req. 0 N v L N N_ Q N N N c > >� v as c > o �E �o°1v N ODOD ao o 00 T T T T -n I r ap r- NNN T I Q REAR VIEW aZn CORNER COLUMN C-2 DETAIL oT I TYPICAL CLERE-STORY STRAPPING NOTES: I Existing strapping to remain - if none found contractor to add Simpson MTS 12 strap to each truss filling all nail holes with IOd x 1.5" nails Simpson strap new studs to exiting top plate using Simpson MTS-12 filling all nail holes with IOd x 1.5" nails Existing clearstory to remain Sister new 2" x 4" SYP #2 studs and nail using IOd nails at 12" ox- Strap each new studs to new beam using Simpson MTS 12 strapp filling all nail holes with IOd x 1.5" nails in each strap Beam B3 BEAM B2 Provide Simpson LGU3.63 SIDS hanger with (16) 1/4" x 2.5" SIDS wood screws into face and (12) 1/4" x 2.5" SDS wood screws into beam CONTRACTOR TO SHORE EXISTING CLERE-STORY PER DETAIL ON SHEET D - I Left to Right Sectlor at Clore -Story BEAM "53" DETAIL Scale : 1/2" I •� �`"oC1u>a Q 0 \-See typical Column cap details on sheet 0-3 N cal 4' U v W U) a0 (Np C) >NN uU !CQCCOD OQ c v I oNN 2 u) OCAN v, �' C-2 �Ut-r- LU m F U N x is LL LLJ la LO see typical Column base detail on sheet D-3 Sheet ;1 3 OF 10. RECEIVED Comm # OCT 22 2018 i Aft e!A ®.. 5T. Lucie County, Permitting J i 15'-10" Verify and adjust ADDED 8-14-IS 1 / ..,., /. VERIFY ALL HEIGHTS Typical filled cells to r p //, 'j,' PfOVlde tt3 ties at 16" o.c. AND ROOF SLOPE WITH v Q match t cells below ,' — L_ T J — ��'' � T �. �: Typical Steel La = 25" min. yp P EXISTING FIELD C)NDITIONS AND ADJUST ACCORDINGLY - v ` r T T J — -1 L — — T T — T a �� Beam to be min. 12" thick with >. Typical bond beam ., '' r , y (2) #5 bars cont. beam centered a see roof plan For locations .,A _ ;\ '' . _ T L T T L T J T T L T J a T a a ./ m LU ,' ,.. -I T-F -1- -T 7- r T- F- -1 T F- -1 T F- 7 T T T —_T —I.: _ T ..' T — 1— _ L J — T F- — L_ T Typical Steel Lap = 25" min. „ _. .T _ _ T T ... ;7 F - — — — ,— 7. -s - T -1 T - T T Lintel - see roof plan � LTJ—T —L--TJ—T —I—T� a� OPENING - SEE PLANS T�-I—-r -I-T� - 5/8" drywall ceiling (2) 2" x 4" top plate tl- u- i m W W > W a z F rn N X W I U H Q O L1 W nl N Q Typical baseboard � B�ar1n D-3 Strap new and existing trusses to new wall using Simpson HTS 20 with (24) IOd x 1 1/2" nails in each strap Strap studs to plate using Si son SP4 strap with (4) IOd x 1 1/2 nails in each strap Block existinc to new post slide in from I 2" x 6" Blocking spaced as shown drywall on x 6" studs at 14" o.c. Strap studs to plate using Simpson SP6 strap with (6) IOd x I I/2" nails in each strap 2" x 6" P.T. bottom plate with 1/2" anchor bolt at 32" o.c. and min. 7 embedment with 2" washer Existing slab to remain Existing footing to remain fi artltlon Scale 1/2" = 1'-0" POST BRACING DETAIL Strap beam to post using Simpson HTS 20 strap on each side of beam filling all nail holes with IOd x 1.5" nails in each strap -stall new wood post der new beam end and over :fisting header for new — aring point A existing top plate —� needed for new post 3tallation A existing header needed For new post—� stallation >at to be one cont. post ock existing header new post to brace de in from bottom xisting wall to remain beyond y2 " � C C-1 CONTRACTOR TO SURE EXISTING, CLERE-STORY PER DETAIL ON SHEET 0-1 .See typical tiara -story strapping notes BEAM B4 Existing beam to be raised to new height Provide Simpson LGU3.0 SDS hanger with (11) 1/4" x 2.5" SOS wood screws into face and (12) 1/4" x 2.5" SOS wood screws into beam SITTING ROOM Strap post above header to post below header (1) MSTA 30 flat strap at each side of header filling all nail holes with IOd nails. Strap to extend From post over existing header to post below. Strap new post to new footing using Simpson ABU 46 post base with lU 5/8" dia. x 12" threaded rod set in clean predrdled hole filled with epoxy and (12) ILd nails into post. Existing footing to remain 3 1/2" x 3 1/2" x 1/4" thick steel column 5/8" dia. x 6" expansion anchors 10" x 10" x 5/8" thick base plate prewelded to column Base Detail nts Fur wall as needed for new drywall to conceal beam width in wall BEAM B3 See cap detail on this sheet C-2 LIVING RO01'1 See typical base detail on this sheet Base installed in recess Recess to be IC x 14" Set base on 1" leveling Front to Rear Section at Clore-Storg BEAMS scale : 1/2" = 1/-0„ E E CAP VIEW A -A /8" steel flanges � Q Beam B3 3/4" dia. bolts S/8" steel flang< 5/8" thick plate 3/4" dia. bolts S/8" steel flang /8" thick plate CAP VIEW C—C �a 3/4" dia. bolts Beam B4 3 s/� CAP PLAN C C C-2 CAP VIEW B—B in Y." CAP VIEW D—D 0 N > in N� _ O N N N C > O m � 01 aa= I � WC:io C OLEr--0 covo� „aUUli O OD I I I N 1 r 00 r I I I o ao ao ao � _ C � � In mm 1JI O 1 lY u Q"'oL1�0 L 3 L' 3 CY m o N �00m NO < � >CVCV (0 010 00 uU o Q rr u UUrr In rr--Va`� F L U�— X io-1 � 9- Q) m < ~ l.t_ E LL v �- W a-+ -� R N Sheet E) - a OF 10, Comm # 18-13�