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HomeMy WebLinkAboutBUILDING PLANF:FC IT ELEV/ 470N 8-11-18 13 13 13 13 5/8" thick light textured stucco on typical concrete block construction — Color Texture to Match Existing REAR ELEVATION It. SCALE: 1/4" = V-O" SCALE: 1/4" = P-O" ae - 0c, 63 ST. LUCI� E� COUNTY BUILDING DIVISION REVIEWED / FOR COMPLIA�E D By � T BE KEPT ON B OR PECTION WILL E MADE PLANS AND ALL PROPOSED WORK 13JECT TO ANY COiIRECTION3 4 RED BYFl= INSPECTORS THAT E NECESURY IN ORDER TO A x Wf fl ALL APPLICMILE CUM. 3 EALED FASTENERS OR ATTACHMENTS IRE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD SCANNED BY St. Lucie County rn � � d W LU W �l T Q ULIJ c� o �J J I � r 0 X a-i LO ('n 4 m � �O C 0 �� Do NO vQLLnM,Q0 OD OD E �FLO00 MeQ ory6�# (C 1 aU(V(V�6 !� OLr��� ,-) to c+l W � -4— E LL I 4j � N m Sheet l . OF � I Comm # !LE L;-®e ` 18-13�1 LEFT ELEVATION RIG�� T ELEVATION SCALE: 1/4" = V-O" SCALE: 1/4" = V-O" Q IL c v E s N C Q m C O O Q� a C � 0 O N N v Q% 3 3 v � v Q) C R A IL N m I �— ? v Q[ I I 00 00 n�n m Q3 c �O a v Q LI1 Op �p 0 C CV (V 00 00 U () E O 00 OD 0 Q v oryry(a# Ip 1 aUNC`7�6- 1) 10 E K- v <L IL I 3 N m OF Sheet 2, Comm 4 18-131 I 0 Column Schedule Mark Size and Descriotlon C-1 14" x 4" PT wood post FLOOR FLAN I. Contractor to verify 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 1,400 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 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws. 1. ALL wood in contact with concrete shall be pressure treated. S. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. II. Separation between residence and garage shall be per FBC R309.1 and R309.2 12. Door between garage and residence shall be 1-3/8" solid wood — 20 min. fire rated WALL SYMBOL LEGEND = Existing walls 9NKKFM99Q== 2" x 4" non —bearing stud walls — see sections. Insulate with R—II batts at bathrooms t 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 SCALE 1/4" = V-0" coo C� o u� qLa f� 0 El Q i c QJ QQLnO N q C "N I 111D U E q 1 I U cv cv 2 AaVNN °Q' V�iWrr-� �YF t� ARE Q LL I W R M Sheet Comm # 18-131 11 a. _ (a vcken edge to 8"x8" with concrete and e #5 bar continuous 4" concrete slab with fibermesh OR L"xf." #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE --I I Ill T I— -_ T-8 FOOTING DETAIL Dowel new thickened edge steel into existing footing min, L" and set in epoxy SEE TYPICAL SECTIONS 45 bar vert. w/ 30" overlap — at each filled cell SCALE 1/2" = I'-O" Termite Protection for New Construction as per F.B.C. 181L1 CONTRACTOR TO REFERENCE F.B.C. BUILDING 1816.1 FOR FURTHER REQUIREMENTS Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after Initial chemical soil treatment, area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose -containing materials and shall have a min. wall thickness of 0.010" and shall be sealed within the slab using a noncorrosive clamping device to eliminate the annular space between pipe and sleeve. NO TERMICIDES shall be applied inside the sleeve per FBC Plumbing 305.1.2 4" concrete slab with fibermesh OR L"xL" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated rill i-45 Bend bar GRADE ��T--- mill- 1 - ill _ _-i i11IL"w x IL"d concrete monolithic footing with 12) #5 bars cunt. I6 and 45 transverse bare at 32" o.c. F-l( FOOTING DETAIL SCALE 1/2" = 1'-0" tucco return drywall ceiling on 2" x 4" top plate truss bottom cord 1/2" driwall on 2" x 4 studs at IL" ox Finish, to match existing iw bow —board match existin profile 2" x 4" P.T. bottom plate existing Blab Attach window to block wall with Interior Non -Bearing Partition 1/4" dla. x 3" tap -cons with min. Scale: 1/2" - 1'-0" 1 1/2" penetration at 12" o.c. max and b" o.c. max from each corner thru Dowel #4 x 12" long bar 1" x 4" PT Buck LxL - 10/10 WWM L" into existing slab and OR FIBER -MIX over cold joint set in opoxg at 48" o.c. .drgwall return vapor barrier \ Existing slab e. marble sill L mil \ barrier =x1st. — >Iock wall !Bill Section 8 Window Head it Sill NTS FOUNDATION PLAN Slid =I I II I I -III 1I I I L� III 1=� == II1 � III=IIII1111=III Now plumbing pipe Well compacted fill or electrical conduit etc... with termite treatment b Re air Detail n s FOUNDATION NOIESm SCALE: 1/4" = 1'-0" I. Any changes to plans must be submitted to the architect for approval prior to proceeding with construction. 2. Contractor shall be responsible for verification Of all notation and dimensions prior to start of construction. 3. ALL Concrete used for slabs shall be 2,500 PSI concrete min., and ALL Concrete used for vertical filled cells, continuous. tie beams etc.. shall be 3,000 P,S.I. concrete and/or 4,000 P.S.I. grout mix min. 4. Soil bearing capacity assumed to be 2500 psf and stable. This shall be confirmed in writing by soil testing report done by others prior to the start of any construction S. Verify all recess thickness at shower floors, all floor finishes as selected by owner, door sills It thresholds including pocket SGD frame widths etc... prior to placing any slabs. �. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. ALL Reinforcing steel shall be grade (,0, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-30-1 steel. 8. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 9. Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets showrn ALL truss reactions prior to START OF FOUNDATION WORK for strap and footing size verification. Q F We OD Z" I Cam�U� aL" 0 Duo Ca In 41- � c >mmN LnM C N CV Cmoo U E � (L a1 Go co C`I C4 T �VnN t_a► �ry rr� UWrr2 is► ` ;r fu E Sheet S . OF 10. Comm # 18-131 Existing Trusses To Remain-1 = 17-1 01 LFrovide"Simpson MBHA3.54/11.25 Hanger w/ e-2-le /4ilia, x 8" ATR Into Top and Face Block Wall and (18) 1Od nails into Beam m O n n A , ` MATCH EXISTING 8-2-18 L45 BI 14 �NTINUOUS BEAM_82-=--\= EXISTING ROOF TO REMAIN B3 }- \, B3 wise ew ing beam up o new coiling height —I 7N ES tV PRE-ENGINEERED SCISSOR TRUSSES AT 2'4"o.c. TYPICAL ( --shop drawings by manufacturer ) SEE SECTION FOR BOTTOM CHORD SLOPE 8-11-18 I Entegra Estate 1 '" Roof Tile Installed per product approval FLU Z and evaluation report using Large Paddy a as shown In detail on sheet 0-2 over polyglass hered roofing underlagment over 19/32" COX plywood at s acid to trusses per sheeting attachment diagram on roof ,I"li NEW TILES TO MATCH EXISITNG t Irf Flil ,;IL22 2 NO STEEL OR CONCRETE FILL ' SHALL BE REQUIRED IN THIS LINTEL USE LINTEL SCHEDULE FOR LINTEL SIZE AND LENGHT OLY HOLLOW LINTEL SUFFIECIENT TO CARRY EXISITNG LOADIG FROM ROOF OVER NEW DOOR. BOTTOM CHORD TRUSS BRACING NOTES an rector o ace a bottom chords in noor and roof trusses In the following Earner: - Install first row of truss bracing 36' from exterior wils and spaces 12' o.c. thereafter. - Install bracing on any bottom chord which is longer than 12' in clear span. All trues bracing to be 2' x 4' wood and shay be attached to bottom chord of trusses NIA/CI sees spaced per truss ufactures plane x:al apke tech bracing to trues chord ip (2) IOd nulls In all at x 4' wood bracing d bracing shall lap one truss ALL BRACING SHALL COMPLY WITH SCSI-53 SUMMARY ROOF FLAN SEAM SCHEDULE Mark Size and Description Fb (psi) BI Two rows of beam block with filled with concrete and (1) #5 bar cunt. in each row. B2 (3) 1 3/4"w x 18"d LVL Beam 2400 B3 (2) 1 3/4"w x 18"d LVL Beam 2400 B4 Ewating wood beam to raised to new height B5 (2) 1 3/4" x II 1/4' LVL Beam 2400 HI (2) 2 x 12 SYP #2 Wood Beam ALL BEAMS CONSTRUCTED OF PLIES SHALL BE FASTENED TOGETHER USING (4) IOD NAILS IN ROWS AT 12" O.C. FROM EACH SIDE AND STAGGERED EACH SIDE. eo 'at+ro;.i " 5.i (T pr0000t LMd �- —J ww-oa/m 85 ban *r ' '•� shook Abi �`' ';.},... .• root Lo"o1 . - Yw `—� ertti/IT snit-1"? NOTES: MIN COVERAGE OF STEEL • I.5" 2, MIN, BEARING REQUIRED • EA END = 5' 3. STANDARD FOR REINF. STEEL - ASTM A415 GRADE GO TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Lintel Length Bar Length Clear Span "A" Bars "B" Bars 2'-10" 2'-8" I'-6" 2,43 none 3'-4" 3'-9" 2'-2" 2,43 none '1 3'-10" 2'-8" 2,93 none 4'-4" 3'-2' 2,93 none 5'-4" 5'-2" 4'-0" 2,43 none 5'-10" 5'-8" 4'-b" 2,tt9 none b b b 9 5'-9" 2.a4 none 4'-2" 2,a5 none ALL ramlorcinq steel IB grade GO. LINTEL SCHa.tE�DU�L�E n.ll I -Orate a b, 1 1� atiri ism, L 1 M..��r. ) fMLF) UO ;:r 21-W OV-08AT No — — 1 I* aoc, all wa Lai -1' Y-T Ma-ownr No — 1 M 9aO a" 7U Los 4'i- W-r No — — I as IOIt a Lao III iii spa -GEAR No — I as we 101 ss+ ULO t'-a' Li Era-OE/m NO I I K IN 121 sal L10 I T-O- 1'-O- ere_Oi NO I M 101 121 9*4 Lao I a'-w r-r oFa-os m NO I K tN n wa LM I Y-o- Y-r Me-oni NO I as an ISO 401 LI00 I NO'-O' IoUFr spa -own, No — I Of U2 414 482 Lao 10r-0' r-P NO ONE 1 as 1 N =4 410 402 L20 17'-00 lw-M OF% -NEAT No ONE 1 M I as 1019 W4 24 LHO W-O' W-e' YEE ONE I ai 1 as Ia10 on 9e4 LIFO w'-a Wes- YEa ONE 1 K 9 all ;W 1 goo n4 YEa ONE 1 as ] 01 110 1 424 14s - 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. CCEQUIR�MENTS p RE TO BE PRESTRESSED. OPENINA 9 ZES AMID ADJUST LINTELS LLACCORD NGLY PRIOR TO ORDINRING ANY/ALL LINTELS 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 19/32" CDX Plggwood 4. Use Walla or screws boa4d on pressre for In into box on these for r4oP stated permit plans zone 3 4 PT t� At 4 FIT 4 FT 4 FITF 4 FT - PT' Kau Area Ede Field Fastener Max. n I ed ring shank 45 Pat Zone 2 8d ring shank 14 of Zone 3 8d rin shank 84 paP ** Zone 3a L" L" tt8 wood screw 112.5 pet TYPICAL ROOF NOTES: Scale I/4" = I'-O" - Overhangs shall be 3'-0" Field verify and adjust to match - Roof pitch shall be 6:12 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 verification - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction - Contractor to provide the Architect with truss shop drawins including ALL truss cut sheets showing ALL truss reactions prior to gSTART OF FOUNDATION WORK for stra and footing size verification. - TRUSS DEFLECTION SHALL N�T EXCEED 0.5" ON ANY TRUSS. 717�1 Pressure Sheet n�n • C � Qb Q L(1 in i tti N U C �„t ODOD E 10 � I I U a aaUNN v �Wrr� ye► `'r � � A E Q � lL I Q Comm # 18-13i LONG CLERE-STORY BEAM DETAIL MOVED TO SHEET D-4 2" x L" Ledger screwed to new beam usingg (3) 410 x 4" wood screws at 12" o.c. -� Brace existing truss to existing studs using 2" x 4" with min 13) 410 x 3" wood screws replace existing truss web with new 2" x 4" Strap new truss web member to new ledger using Simpson H2.5A strap Sister new ceiling joist to existing truss and nail using (3) IOd nails Simpson LUS 24 hanger at each ceiling rafter Remove truss web as needed AFTER new lumber ineta-lle�- Existing vert web to remain_ Existing bottom chord to remain Existing bearing wall to remain Existing ceiling height OFFICE Install (2) 2" x 12" SYP 42 (temporary) ledger around perimeter of clerestory and screw to each stud Per detail on this sheet \ EXISTING ` \ CLERESTORY \ \ ALL SHORING SHALL REMAIN \ \ IN PLACE UNTIL ALL CONNECTIONS \ \ ARE PROPERLY INSTALLED \ �c 1-9-18 \\ \\ Beam B4 \ \ xslting beam to remain \\ \ Raise to n W hel t `\ TRUSS SHALL NOT BE REMOVED \ UNTIL ALL CLERE-STORY \ I I BEAM CONNECTIONS ARE \ \ I I PROPERLY INSTALLED \ \ \ 1 1 --- - - - - - -- -- ------I I x = O m DINING � Lo N a L � w o a _ E X N O _ y o i O I Existing Clearstory walls to remain ew trusses per plans I /\ Beam 53 LIVING ROOM i I Remove existing beam and studs II for new beam per roof plan I TEMPORARY SHORING SECTION 8-I1-18 Entegra Estate "S" Roof Tile installed per product approval FL# 1804.2 and evaluation report using Large Paddy adhesive as shown in detail on sheet D-2 over polyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan. NEW TILES TO MATCH EXISITNG Simpson HETA 20 or equal hurricane anchor at each truss with 110) IOd x 1 1/2" nails f 24" o.c.) supporting Maxim 18101be. uplift Galv-Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on _p 2" x 6" Sub -Fascia assumed to match existing field vil and adjust 1/2" thick stucco on 3/8" hi -rib Iath attached to horizontal and vertical wood framing with nails or staples to provide no leas than I-3/4" penetration into horizontal wood Framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ 30" overlap at each filled cell Pool Deck 12 6 base board Contractor to--�;xwisll umber beam to support 200 PSF load, as shown on this sheet Screw jacks per lal TEMMIRARY SHORING DETAIL Pre -drill aril all first 2"x to existing studs using (3) #INl4 3" SDS wood screws I ;r{ Double 2" x Pll shoring ledger , attach outside 2"x to first 2"x ledgger using SECTION Allow corners free of shoring for max new column Installation \ / III• ,. III C V Cler&-Story Shoring Plan CONTRACTOR TO SHORE UP IN FIELD FIELD VERIFY ALL DIMENSIONS AND CONDITIONS Scaffolding and shoring configuration can be adjusted to meet field conditions as long as max. span and spacing not exceeded. The concrete slab shall be temporarily shored in accordance with The design of the shoring shall be in accordance with ALL state and local building code provisions and shall be placed to provide a level and continuous surface for the structure to rest on. The shoring shall be left in place until the ALL connections are properly installed and Inspected. (4) IOd x 3 Halls at 12" O.C. SHORING LEDGER ATTACHMENT DETAIL a v Tempory screw Jack bracing to support - lerestraory until new beams Installed Space at 24" o.c. max i cn NEW CEILING HEIGHT Existing bottom of clerestory beam L" min, of Icgnene LID-C-50 spray foam insulation on bottom of roof sheathing in compliance with ICC-ESR-1824 dated Feb. I, 2012. Install DC 315 Intumescent coating per section 4.3.2 of ICC test noted above to comply with 15 min. thermal barrier requirements. i IIII=,1����IITI����IIII����IIII����Ii111,IIII- F-14 SECTION 8-2-i8 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings bg manufacturer ) 5/8" drywall with smooth finish 1/2" drywall over I" x furring strips at 14" o.c. with R4.2 fyfoil insulation on typical 8" Block walls All drywall is per FBC 102.3J and shall meet all pertaining ASTM codes. Mortar to be Type "IT, onlg. Provide Dur-O-Rock at elf wet areas (ex, showers, tubs et(:...) Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing shall not exceed 40" unless otherwise noted see foundation plan notes For spacing at openings 4" concrete slab with fibermesh OR L"xG" #10/10 WWM on L and Visqueen over -clean compacted termite treated fill Scale 1/2" = I'-O" 1 PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5TH Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Speed: 140 mph ultimate Mean Roof Height: I3'- Roof Pitch: 6:2 Internal Pressure Coefficient: ±0.I8 Subjectabiiity to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 5'-6" Wind Exposure Classification: B Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 7-10 Section 2A DL+LL; DL+0.6WL; 0.60L+O.6WL Exp Height Adj Factor: 1.00 x Load Combo Factor 0.4 = 0.4 applied below Components t Cladding Wind Pressure (NET) Roof Zone: I. +16.O/-26.0 psf Roof Zone: 2. +I6.0/-45.0 psf Roof Zone: 3. +16.0/-46.0 psf Components t Cladding Wall End Zone Width: 5'-6" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +28.0/-30.0 psf Wall Zone: S. +28.0/-38.0 psf Components t Cladding Wind Pressure (NET) on Garage Door: +24.0/-29.Opsf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detai s Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: iP GABLE ROOF LE88 THAN 2,42 PITCH TO IZ OPTTCH GABLE ROOF FROM I 2:12 TO 12:12 PITCH E3 Roof Zone I Roof Zone 2 0 - Corner Zones Wells Zone 4 Walls Zone 5 Roof Zone 3 END ZONE Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method Expiration Date DesigniPreseure of Approved Tests I, FLU 239.4 Single Hung SH-100 Impact PGT 5/I6" 1/4" din. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF - + 80.0 PSF 2. FLU 245.2 Casement CA-140 Impact PGT 5/14" Type B 1/4" dia. tapcons w/ min. 1 1/4" penetration to be mPn.ced edgeedietoncse specfied in Contractor approveldhsre to 3. FLU 243.2 Fixed Glass PW-101 Impact PGT 1/I6" 1/4" dia. tapcons w/ min. 1 1/4" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF - 4, FL# 243.2 Fixed Glass R-101 mpact PGT 1/I6" 114" dia. tapcons w/ min. 1 1/4" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF - 5, FLU 251.E Sliding Glass Door Series 110 SGD PGT 1" nom Type "GSA" 1/4" din. tapcons w/ min. 1 3/4" penetration to �e spaced per product approval. Contractor shall a here to min. 2 1/2" edge distances specified in Product approval + 60.0 PSF_ 6, FLU 253.1 French Door FD-101 Impact PGT Type 'A 1/4" dia. tapcons w/ min. 1 3/8" penetration to ye spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 63.1 PSF - b. FLU 8248.13 Steel Overhead Garage Door g 8100 Series Raised Panel Wayne Dalton Install per product approval including jamb supplement and manufacturers recommendations. See uck detail on these plan for buck installation. Must have center post see approval. + 46.0/-52 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Expiration Date Maximum Design Pressure of Approved Tests Mullion FLU 261.1 " x 2 3/4" x .315" 1" x 4" x .315" PGT Install per fastener type and spacings shown in Table IA end IB n product approval on sheet 5 of 22. + 58.0 PSF Roof FLU 1804.2 ESTATE "S" ROOF TILES LOW PROFILE Entegra Roof Tile Install Tiles per Roofing Attachement Detail on sheet D-2 Using ICP Adhesives Polyset AH-140 Large Paddy Underla- meet FLU 5259.1 polyglass TU Plus Self Adhered Underlayment polyglass USA Install Tiles per Roofing Attachement Detail on sheet D-2 Using ICP Adhesives Polyset AH-140 Large Padd Siding FLU 13192.2 Hardi-Plank James Hardie Products nstall ar-p an siding Haile to x s u s a max. 14" O.C. with 2.5" long x 0.09" shank dia. x 0.22" HD ring shank nails at 14 o.c. field and ad as IAW product approval and manufacturers req. over 19/32" pll,lwood - 84.3 P5F Soffit Hurrican Panels - ALL Product Testing by: Miami -Dade County Building Code CompliFArchitectro'i e Office / PControl Division I hae reviewed the above and approved it by my seal below. Engineer of Record ) to00 Qm u ` CaQUQ Q" 0 L_ Comm 4 18-13� Contractor shall provide for temporary shoring under block to remain Contractor shall remove wall as needed for new lintel Provide Cast -Crate 8U8-OB/OT precast lintel set in mortar Min. 4" Bearing I ,I. t Provide New PT Dowel (1) st5 bBucks attached per " i' Jamb details intow/ 25 min lapexisting filled c 11and 6" embedSee planfor sizePour sill blocks solid for window 1 attachment I .I. Remove Existing ;;---block as needed and set new lintel - over new opening New Lintel shall - have min. 4' bearing on each side of new _ opening ITING _WALL Remove block as needed an each ode of window for new vert. steel - fill slid with grout Existing slab to remain —�[=p ) nlz 'I 2' DETAIL AT NEW WINDOW OPENINGS Scale: 1/2" = 1'-0" �viaTasrn ,Ka TYPICAL SPACING AT SIDES wds to PT frame rwith (IM) bite) or tease 7s in x 0, scads at I •aim' 2' x a�mePTeeeeend rimm Now tattach +wr1a ta h (2) Po"" as OHM timille to PT fr� vain wO (10 om COX pipssd to exeerm r eP ae l sAwi n� saw PA staceo to Match ex"M OPENING: FRAME -IN DETAIL Scale: 1/2' = 1'-0" Tappcon bucks to wall using I/4" dia. x 3" tapcons at 12" o.c. 8" from corners verify with door Manufacturer 2" x 8" studs with R-19 batts insulation between each Existing CBS wall to remain Contractor shall remove Extend filled call wall as needed for new lintel / up Into beam r: Provide Cast -Crete BU8-IB/IT precast lintel set in mortar _ Min. 4" Bearing �'. New Lintel shall fiave min. 4" bearing CBS WALL If , on each side of new opening Provide New PT (' Bucks attached per VERT. #5 bar I jamb details into I -' existing filled c II. I CBS WALL So Ian plan I' < for size h Pour sill blocks solid for window I . L : Provide new filled cell attachment on each side of opening ET See foundation plan —.J L__— DETAIL AT WINDOW OPENINGS Scale: 1/2" = I'—C" Strap new studs to plate using Simpson I Strap at each stud Strap and stud to PT frame using Sampson BPS strap with (6) IOd x 1 1/2' nods in each strap Strap studs to PT frame using Simpson H2.6 strap with (10) Sal nab in each strap 5/8' COX plywood to exterior of opennp using IOd ring shank at L" oc. field and edges. h oth stucco to Match a)osting Tapcon 2' x 8' PT wood framing around perimeter (off) opa no end attach ua 114' x 3' tepocns at 4' o.c. Max Attach PT Plate to slab using 1/2' dia. x 5' exp. anchor Strap end stud to PT frame using Strap studs to PT frame usim SMtpsor SP8 strap with (L) IOd Simpson 142.5 strap ath (10) x 1 1/2' nals in each strap role in each strap REDUCED OPENING FRAMING DETAIL Scale: 1/2" = 1'-0' 2" x 8" studs with R-19 baits Insulat between each Tabcon bucks to wall usina Illiie��ll�i '�!II■�■�■�■IIII wall \to rema ./8" thick light textured stucco on pplastic lath over house wrap on 19/32" COX plywood nailed 4" o.c. in field and on edges w/ IOd ring shank nayls. Color t Texture to Match Existing Tapcon bucks to wall using 1/4" dia. x 3" tapcons at 12" o.c. 8" from corners NEW WINDOW IN EXISTING OPENING DETAIL Scale: 1/2" = 1'-0" (1) US bar vert. in filled cell Changes in Sond Beam Height C- Underlayment notes: - Contractor shall strictly follow these guidelines: Underlayment design pressure for ILO mph Ultimate = PER PERMIT INFO. BOX for Category II Buildings in Exposure B with Importance factor of 1.0 for roof with less than 1:12 lope PRODUCT TEST SPECIFICATIONS PRODUCT DESCRIPTION Mortar S stem TO BE t'1SED Polgeat AH-ILO ri 0322.03 I'M Pgrae�: placementace tile Tole foamper Barrel Tile - See rod plan• elevations. and typ saction for manufac Contractor to adhere each the per note inbow above and I.A.W. product approval from MFG Barrel Tile Attachment Detail nts Filled Cell Masonry Column With One 45 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location O n.r 16 single Filled Cell Column NITS I I li ILL_ I �I I I II II II II I I IL � E O m — — — — — — — — 30" min. Corner Steel Lab nts I Fin. I I I I I I I I I II Ffoor— Exii A(B) MIX C Dowel (1) x5 bar ao w/ 25" min lap andt." embed Con.. Concrete Footing Contractor to adhere each per note in boa above and product approval from MFG Sell adhered andarlayment l we note& on rod plan ) 111/32' CDX plywood ( wed details for Molina ) i Tal details for construction V. Drip V ayscew Roof Tile Installation Detail nts INSTALL TILES PER SYSTEM SHOWN IN LOAD BOX Contractor to adhere each the par note in box above and I.A.W. Ridge Tile Sol? adhered undarleymant 4) product approval from MFG ( barrel ma be used ) a notes an roof plan ) 7 Fasten ridge and hip tiles on specified metal channels 9/32' rod aheeting `h Metal channel attached to rod we rod plan for attachment) with (1) 3/4' Galv, screw at L' mc. Underlayment on 19/32" pr"" by East Coast Metal' COX plywood Concrete Tile Ridge Detail nts Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Attach door to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and L" o.c. max from each corner thru face and x 8" PT Buck VI"x8" P.T. Buck 2 sides t header Detail at Exterior Doors NTS Attach window to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and L" o.c. max from each corner thru I" x 4" PT Buck Exterior face of wall —1 I"x4" P.T. Buck sides t header Detail at Windows nts T_yp. Mdsonr_y Filled Cell Detail NTS NTS 'filed Cella (Typical) 1/2"x 4 I/2" isonrg Inspection Clean Out Dole �r a -� O OD mm• Il-1 mm 'v 1lJ N1 u ff goli Qt"o0v� L K Q 4 III 1' go M 0)M co C>NC(u a �{ �l QQ�M EE �(L.'rr� I 1 � OD 00 1 �LrN � to R av N (V Y.1 Ib '' U1 .... W# S `N�,xi5 •• �Qrh-(� 0 E W R Sheet Oa bend from footing — 8 bar dia. lap in wall 2 nd footing OF 10. Comm it 18-13-1 STRUCTURAL STEEL NOTES: I. STEEL GRADES TO BE AS FOLLOWS: — STRUCTURAL TUBING...... Fy = -46 kv — ALL OTHER SHAPES ......... Fy = 50 ks1 2. ALL STRUCTURAL STEEL TO BE DOMESTIC ASTM A-50 (Fy = 50 ks1) A992, AND/OR ASSTM — 500 (Fy = 46 ksl), DESIGNED AND CONSTRUCTED IAW THE LATEST EDITION OF THE RISC 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 DD1.1-2010). RUSTPROOF ALL WELDS AND PLATES WITH HEAVY DUTY RUST —PROOFING PAINT. S. ALL MEMBERS TO BE WELDED SHALL USE EIO—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 SIMPSO'N 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. 4" x 4" SYP u2 Wood post Simpson ABU 44 post base. Dowel 5/8" dia. threaded rod min. 9" into existing footing using min. 3/4" dia. hole and set in eppoxi. Nail strap to post using (le) ld nails Existing footing to remain DETAIL AT 4"x4" POST CONNECTION Scale: 3/4" = 1'-0" 9„ 2" ------------ Kl in • 1/4" thick steel plate iv m - • Center plate on lumber point Pre -drill I" die. holes into plate for through bolts • 1/4" plate detail Scale: I" = 1'-0" BEAM B3 1: Install I/4" plate on each side of poet and beam bolted together using 3/4' dia. thru-belts See plate detail on this sheet ADD new L" x L" PT Wood post above existing header under - new beam end. Existing truss leg new 2" x 4" SYP 42 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 Blocklna Detail BLOCK ALL EXISTING TRUSSES AS SHOWN - SEE DETAIL ON THIS SHEET —r BEAM B3 Existing trusses to be supported per detail on this sheet \ Ewa" trw leg --b"s"dted to tress ur"p (2) 3/8, di.. thrauph bok. .th 3/4' des. "sshers @@A We et.ay .ee bee. t. bi-k.y Provide (2) 2" x 12" SYP �rbm OR nw h�::rch 10S. I.S. ..l. $92 wood beam bolted to face of post using (3) 5/8" dia. Truss Blocking Detail hru-bolts into _ /'into each post New 4" x 4" SYP U2 wood post under existing header EXISTING BATHROOM M Strap new post to new footing using Simpson ABU 44 post base with (U 5/8" dia. x 12" threaded rod set in clean predrilled hole filled with epoxy and (12) ILd \ nails into post. HALLWAY -0 I I DINING 3%" � I I Existing fooling to remain L Hallway Header/Post Detail Scale : 1/2" = 1'-0" I TYPICAL CLERE-STORY STRAPPING NOTES: I Existing strapping to remain - if none found contractor to add Simpson MTS 12 strapp 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 felling all nail holes with IOd x 1.5" nails Existing clearstory to remain Sister new 2" x 4" SYP u2 studs and nail using IOd nails at 12" o.c. ---- Strap each new studs to new beam using Simpson MTS 12 strap felling all nail holes with IOd x 1.5' nails in each strap Beast 54 BEAM B3 Provide Simpson LGU3.43 SOS hanger with (IL) 1/4" x 2.5" SOS wood screws into face and (12) 1/4" x 2.5" SDS wood screws into beam See typical Column cap details on sheet D-3 Install 1/4" plate on each side of each- \ each and beam bolted together using C-L 3/4' dia. thru-bolts c� L Remove existing beam and Existing trusses to remain = install (3) 2" x 12' SYP #2 } C-2 wood beam with I/2' plywood plate between each ply. DINING ROOM New 4" x L" SYP a2 wood post 6" LL under existing header Strap new post to new footing using Simpson ABU 46 post base with (1) 5/8' die. x 12' threaded rod set in clean predrilled hole filled with epoxy and (12) ILd \ nails into post. footing beyond - see foundation plan for size and location J SOFFITTED AREA IN DINING ROOM CONTRACTOR TO SURE EXISTING CLERE-STORY PER DETAIL ON SHEET D-I Left to Right Section at Clere-Stor See tg 01 Column base detail on sheet D-3 C a q LA0 0 s 0 U nL �!J R O N E � 0 � LL � � U +� u � � J N % to ao Q gQao00 vQ r r (� �� �i# � J R vUrr foCr- UJ Tq W t N J s- 03 LL E LL R 'u Sheet D - a OF 10. BEAM "BY DETAIL Scale : 1/2' = 1'-0" Comm It 18-131 EXISTING WASHER 2' VTR (J NEW WM-1 I 210 = r LAUNDRY ROOM SANITARY RISER Electrical SL,mbol Legend $ Single Pole Switch ® Recessed Can Light Sj Double Pole Switch ® Eyeball Recessed Can Light Sb Dimmer Switch _0' Exhaust Fan a Push Button Saatch ¢ Ceiling Mounted Light Duplex Outlet Wall Mounted Light Special Receptacle Light with Pull Chain (attic) Waterproof, ground fault interruptet © Computer Connection Jack ® Floor Duplex Outlet Flood Light ® Junction Box m Electrical Panel TQ Thermostat 8 Electrical Meter ® Centre( Vac q DISC A/C Disconnect ® Smoke Detector Ceding Fan ® Television Jack ® Telephone Jack ® 2 x 4 Florescent Light ® I x 4 Florescent Light El Intercom ® Speak* Hook -Up Q Ceding Mounted Light Dome Style ♦ Pendant Light ® Motion Detector ( closet light ) ® Carbon Monoxide Detector Sdrltdrg RISer Leend Sanitary Ixx &T� - Both Tub 'P• trap - — Vent Line ,tr" Shower 'P" trap ri'" Lavatory Trap r Washing Machine Dram rs" Sink Trap r Urinal L_ Water Closet r Water Fountain Drain � Floor Drain 4 Grinder Pump Ir Clean Out 4r vne 2' Vent thru Root r ¢— 2' Vent thru wall 2' Pipe Diameter Designation (2' din) NOTES: - ALL sanitary pipe to be Schedule 40 PVC - Slope hall be no less tf,an 1/8" per foot and no more than 1/4" per foot 2' AAV JAL 12„ KITCHEN SINK i ev_i l nts ELECTRICAL FLAN NEW KITCHEN AND BAR SANITARY RISER SINK AAV 2" 2" nts ELECTRIC NOTES: SCALE: 1/4" = 1'-0" I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider 4. ALL paddle fans shall be on a rheostat. S. Recessed cans to be installed per NFPA requirements. 4. ALL Branch Circuits that supply 125v single phase 15 amp or 20 amp outlets shall be protected by Combination -Type AFCI Circuit Breakers. 1. Tamper resistant AFCI receptacles to be installed in ALL rooms Kitchen, Bathrooms, and Garage. 8. ALL bath and kitchen and garage receptacles to be GFCI protected. 9. Electrician to complete St. Lucie County Electrical Load Calculation form available at the building department 10. Reuse existing appliances, general lighting, and receptical circuits in existing panel 3 R OD m OTq��� oLn C QU0 0 T 4j C U u J N Q_ N . u 'c �O c0 > 00 0) Q) Ln 00 w 0 A O c cv c-4 00 00 v U E OQ q I I Q- OD Orp IJ io tt Q W u (Y C`!I N V t- U rr m� u� u .. Eu_ a to 71f Sheet E-1. OF 10. Comm 18-131 4r � IVOR V fV Al Al Al Al Al Al 15' 15' 11 o The Architect's or Architect's representative's Shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gr vity and uplift loads and their re ctiv cations. Approved By: 2 V Date: Braden & Braden A.I.A. P.A. NOTICE Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate 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. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" o.c. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6.0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering fo' connections, nailing schedules, etc. NOTE: Labeling trusses Is a service, not a requirement. Engineered drawingswpercede labeling of trusses. It is the responsibility of be builder to utilize engineered drawings when erectilg trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2. ALL WALL, BEAN & COLUMN MOUNTED TRUSS HANGE4S BY BUILDER 3. SOME DOWN RAMING BY BUILDER. 4, SOME VALLEY RAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. O'-W NOTICE: PLEASE :ONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. HILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION WIND SPEED: 170 MPH TYPE: MWFRS DESIGN CRITERIA: ASCE 7/10 CATEGORY: 2 EXPOSURE: C ROOF LOADS FLOOR LOADS TCLL: 30 TCLL' _.40 TCDL: 15 TCDL: 10 BCLL: — 0 BCLL: tg BCDL: 10 BCDL: 5 TOTAL: 55 TOTAL: 55 ce[As°LE _ 1.25 INCREASEiLF 1.00 DEFLECTION 360/240 DEFLECTION 360/240 �oo FL01"?,1D QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3625 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 I SHOP DRAWING APPROVAL THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS, CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD Approved By: 05TOMER; TOM KRIPS DAM 7/31/18 xre ee 1/4"=1:_0" w vmn PA' oxxm ST LUCIE Date: ADDITION OF MILLER RESIDENCE 1 18282