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Home My WebLink AboutBUILDING PLAN0 c 58'-0" Project Data Building Data Project Name: Slay Residence Occupancy Type: Group R II Y Yp � Il V Street Address: 120 Berger Road Construction Type: V c� City: Ft. Pierce Number of Stories: One ~ all County: St. Lucie Project Area: 2318 s.f. State: Florida (/] Sco e of Work Building Code o W 1 T-4" 264" 14'4" 8'-4" 4" 5'-0" 7'-0" 8'-6" 5'-]0" 4" 5'-1" 8'-11" 12" 4'-0" 3'-3" 1'-4" 2'-5" 4'-9" 1'-4" 2'-5" 4'-10" 12" (2) 2 x 12 (2) 2 x 12 (_) 2 x 12 o------------------ o o--" ------------- o a---- --- ----- o (3)s.l2s L-3 N 1 N L_1 2 .. New One level CBS 2017 Florida Building Code: Residential EgressbA so Porch Single Family residence 2011 National Electrical Code: NFPA 70 W , o �o 00 o L_4 0 0 0 � •� 0 9'-4" Cing. 0 C!2 Q Q kn o0 p mil 3080 from F.F.E. Desl n Loads ^ p Master Bdrm. French Stucco Cing. Oho g a 9'4°ceiling q q Roof Live Load: 20.0 p.s f. Area Tabulation > 6 A.C. Cond. [— N 8" T-6" 3'-0" 7" 4'-3" T-4" 3-4"o o s" r " z° z-z' 7'-6° 8" Unit Wind Speed: 160 MPH Z ; Wind Importance Factor: 1.0 Living: 1855 Ct W w (3) H34 L 5 o (3) 25 L 3 0 Building Category: II POICh: 319 U Q s 1i " s'h'III Wind Exposure: B Entry: 147 rn 0 • • ' ' Internal Pressure Coefficent:.18 I ❑d I d w I L-4 oStructure W 7 Designed: Enclosed �4qTotal: 2321 Soil bearing capacity: 2000 p.s.f. " 2 x 4 Frame v r° N wail Below Header Climatic & Geographic Design Criteria at 96" 6F0 t7 c d N �o o n 36" x IS" Weathering: Negligible Termite Area: Very Heavy o o °' m 1 tiZ �, Fix. Glass U U N Q Range & I C 00os` 6 o Exh. Hood Living Room -- Flame Spread Index & Smoke Developed Index w ° a 9'-4" Ceiling L 1 V Insulation Flame Spread: Not to exceed 25 co E o L o0 HB 2080 Kitchen °° n I x d 1 i� ti ��o HB 6i Z 'c O2 a Q m O Q x v m Insulation Smoke Developed Index: Not to exceed 450 > C a i 9,-4„ Ceiling i u 'n n e ��tifi i o a i N venter I IN 1 36" x 18" LU e „� N ¢ a Wall Finishes: Not greater than 200 o m I (� x i `----J Fix. Glass J Walls at , Na , Rep. Od. a Ceiling Finishes: Not greater than 200 LL 48" Tall 9'-4" ��O o L-1 05 3 0 36" x 18" Cig. /O Fix. Glass o In ON ❑w. -2„ 2'-9" Y4" 2'-7" 4'-5" 2'-4" t 10' 8'' T-0„ I 2,_0„ 1-4- L-1 2680 SV Crimp Metal roofing Header I I panels over 30# Felt at 96" underla ment on 19/32" 9 i M, c.d.x. 1 wood fastened as Pre Engineered Wood Cing, plywood Roof Trusses 24' o.c. --, water per nailing schedule 2830 lineP g Shop Drawings by 2 x 4 p.t. continuous �1 Othersfasten to c.b.s. with L-2 i oa Pan ? Ref. N 9 4„ Bdrm. G See. Connector I Od cased hard nails 3080 Dining CIn 9'-4" Ceiling Schedule 12 O.C. Lnd. I 9'-4" Ceiling g bob nene Ic Spray Foam Galv. Drip Edge u Pantry g, 4,. a Clog. N 9'-¢" ..��_� Insulation per 12 over I x 2 Eg C1n Energy Code ) 6 P t. . g L-4 8" 2 0" 10'-8" 8" St Lucie COB* T.O.B. 2 x 8 R.S. b w d 9, 4„ Pine Fascia U77 ALL MANUFACTURES LABLES I Y.t.w. � o i� n'• 13 -8" 19'-81, Floor Plan scale: 1/4" — 1'-0" L_1 125 s.h. corner bars at beam (outside only) (2) corner _ bars at footing (min.) ! I vert. dowel lapped with I� x Y wall reinforcing, all all corner bars to be the laps 25" (min.) in grout �� same size, number, and s filled cell II spacing as horizontial bars II in footing, beams, and walls C U � I � Corner Reinforcing Detail 22 1 2" lap min. 6-0" 37-8" SHOWING 00 ;; U FACTORS AND SHGC COMPLIANCEON. ❑' ❑' ❑' ^ ` 2 �O ❑• ❑• oo W" FIX ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS 1/2" d.w. 9'-4" chlg L-5 (3)2-1 s h i N L-1 Egress UNTIL INSPECTIONS ARE APPROVED Flx 4 p t. •li+ from F.F.E. d K P u N O Stucco E. Chag N ;! Stucco Soffit over Two Course Perimeter High Ribbed Wire ___ ___ _ ______ F►y]ji� ity��;li1� Beam with (1) #5 Rebar Lath Fastened to u -°° -�•' • Filled with Grout each (z) z x 1 z) 2 x 2 2) 2 x 12 Course ii Trusses, Provide (1) 0" Layer of #15 Felt on II Trusses under Lath T 3„ 18"1 2, 1„ $, 1,. 8„ 1,_7„ n 11 Trusses 10'-8° T-4" 2'_8" ¢" THESE PLANS AND ALL PROPOSED WORK ii MU T YP• ARE SUSJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT II 18'-0° 3'-0" Y-O" 4" 4'-10" 9'-2" MAY BE NECESSARY IN ORDER TO 1 R 2 p.t. furring II CONIR6YWITH ALL APPLICABLE CODES. strips 24"O.c. 6'-0" 14'-4" with RA Foil insulation tar i d.w� «�reb�et� Safe Load Table Notes Installation Notes I1 Stucco Finish over min. p),eq'd. _ ".ty "r#s,�b. CONCEALED FASTENERS OR ATTACHMENTS #5 Vert. rebar in I .., Ob",bm of 11 rwl R Concrete Block. „y 1. All values based on minimum 4" nominal bearing. 1. Installation of U lintels must comply with architectural See filled Cell II r_„»ra ARE THE AESPONSlBIUTYOFTHE See Floor Plan "" , "I r Exception: Safe for unfilled U Lintels must and/or structural drawings. 5 w,aw be reduced by 20% if bearing length is less than CONTRACTOR OF RECORD for Locations 6 1/2". 2. U lintels can be field cut to the required length. 11 Z 8Fj �_ 1 / 1 T 2. N.R. = Not Rated 3. Cast in place concrete may be provided in composite 1 l V 1 1 B 1 U lintel in lieu of concrete masonry units. I I ~ 3. Safe loads are superimposed allowable loads. 4. The exterior surface of U lintels installed in exterior „ 4. One #7 rebar may be substituted for two #5 concrete masonry walls shall have a coating of stucco pa 4 3000# Fiberml x cone. #5 Vert. Rebar with Js"��r "tas " „ 7 5/8" of hoe aaciYom h"�nlh,a r char in s inch u lintels only. applied in accordance with ASTM e-92b or ether � Q on .006 Visquine on Clean, �� 10 Hook and 30 8"N"nm"� approved coating. Q z Compacted, Termite ul Lap. Tie to Vert. 5. All safe loads in units of pounds per Tinier foot. �' tD ul 5. Concrete masonry units used in composite U lintel shall �l a ,4Treated Fill iii Rebar In Cells 6. All safe loads are based on simply supported span. be laid in a tannin bond. Fvv e LintelType Designation p y pP p g x � 7. Safe load ratings based on rational design analysis 6. Shore composite lintels as required. per ACI 318 and ACI 530. rn W 4 I I I 7. U lintels are manufactured with a 5 1/2" long notch at both ends to aecomodate vertical cell reinforcing and grout. pt 2 a 111 Cast Crete Lintel Schedule w All Rebar to be #5 Grade 60 min. c; ° F F E MARK LENGTH OF LINTEL - ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 4'-6" 6113 845 2724 705 8F16-1B/lT L-2 4'-8" 4567 190 1960 159 8RF14-1B/1T L-3 10'-6" 1533 1367 1183 262 8F16-1B/2T L-4 4'-8" 4567 1095 1960 1170 8RF14-1B/1T L-5 8'-1" 1843 1 669 1133 554 8F16-1B/1T Min. Beam depths shown, beams may be illOreased without comment Add (1) #4 Vert. 24"o.c. in L-3 \- - — - F.F.E._ �A 4 Composite U Lintel Materials y' _ _ _ _ Grade V y r 1 inch Laggregate and 8 to 11 indASTM C476 hl0lpsi mwith maximum 3/8 fQ O o F..1 11 2. Rebar per ASTM A615 Grade 60 C 3. Concrete masonry units (CIVIL -1) per ASTM C90 with minimum net area compressive strength = 1900 psi 18" x 16" 3000# Cont. 4. Mortar per ASTM C270 Type M or S Cone. Mono. Footing with Y-6" (2) Ik5 rebars cont. Typical Wall Section drawn S.I. checked 0. date 1/18/18 scale , as noted job number e_. shebeett A 1, CQAK I 0 En corner bars at beam (outside only) (2) corner bars at footing (min.) -- vert. dowel lapped with wall reinforcing, all laps 25" (min) in grout filled cell Floor Plan scale: 1/4" = 1'-0" all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and wells Corner rr3einfol"Cina Detail �I i I � II � I I 22 1/2" lap min. 58'-0" A,. #6 rebar i�cawt "� Intel w�r. filed praN y ksh to 7 5/8" #6 rebar at bolton nominal °„"" Bi ra#61 of Intel cavity hM9ih r Nornhal Lintel Type De%g atlon Cast Crete Lintel Schedule Safe Load Table Notes 1. All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U lintels must be reduced by 20% if bearing length is less than 6 1/2". 2. N.R. = Not Rated 3. Safe loads are superimposed allowable loads. 4. One #7 rebar may be substituted for two #5 rebar in 8 Inch U lintels only. 5. All safe loads in units of pounds per liner foot. 6. All safe loads are based on simply supported span. 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530. a MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 4'-6" 6113 845 2724 705 8F16-1B/1T L-2 4'-8" 4567 190 1960 159 8RF14-1B/1T L-3 10'-6" 1533 1367 1183 262 8F16-1B/2T L-4 4'-8" 4567 1095 1960 1170 8RF14-1BAT L-5 8'-1" 1843 669 1133 554 8F16-1B/1T Min. Beam depths shown, beams may be Increased without comment Add (1) #4 vert. 24"o.c. in L-3 Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U Vinteis can be field cut to the required length. 3. Cast in place concrete may be provided in composite U lintel Inn lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-926 or other approved coating. 5. Concrete masonry units used In composite U lintel shall be laid In a running bond. 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1/2" long notch at both ends to accomodate vertical cell reinforcing and grout. Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Reber per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S Imo' ozom Street Project Name: Slay Residence Address: 0 Berger woad rPierce Co acie Florida Scope New One level CBS iingle Familyresidence e v Roof Live Load: 20.0 p.s.f. Wind Speed: 160 MPH Wind �mportance Building ego Factor: 11 Wind Exposure: B Internal Pressure Coefficient: w Structure Designed: Ei i e,sed Soil bearing capacity: 2000 p.s.f. OccupancyType: ioipF Construction Typ V ProjectNumber of Stories: One Building Code 2017 Florida Building lenng Code; Residential 2011 ilk - �Electrical Code: P• 0 Area Tabulation Loving: 1855 Porch: 319 Entry: 147 Total; 2321 Climatic & Geographic Design Criteria Total Cubic Volume: 17,437 c.t Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index Insulation Flame Spread: Not to exceed 25 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 5V Crimp Metal roofing panels over 30# Felt underlayment on 19/32" — c.d.x. plywood fastened as per nailing scheduie Icynene Spray Foam Insulation per Energy Code T.O.B._ 1/2" d.w. J 1 x 4 p.t. Flrestop Two Course Perimeter Beam with (1) #5 Rebar Filled with Grout each Course 1 x 2 pt. furring strips 24"o.c. with RA Foil insulation 1/2" d.wl #5 vert. rebar in grout filled cell See Floor Plan for Locations 4" 3000# Fibermix conc. on .006 Visquine on Clean, Compacted, Termite Treated Fill —\ = CCC Pre Engineered Wood Roof Trusses 24"o.c, Shop Drawings by Others See Connector [-Schedule / a 2 x 4 p,t. continuous fasten to c.b.s, with 10d cased hard nails 12"o.c. Galy, Drip Edge over 1 x 2 pt, _2x8R.S. Pine Fascia V 6V 010 Qcc fh W ILL. � Z ai V � CL LO W L LO ai C Z v b3 U W 0 J ° 0 A> ca ..al Ca 4a U >Lu CZ 08z caQ CC 7- 1 u 1 .. it '� Ii O u_ Stucco Soffit over High Bibbed Wire Lath Fastened to W >+ Trusses, Provide (1) U c>y it 2,'0 Layer of #15 Felt on Z Trusses under Lath 8x16x8 W it CMl) Typ. p � I I II u W U u � � I{ 0 3 Stucco Finish over it It Concrete Block. OCD It it u u W i �! U #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells g _ F.F.E. Grade F-1 I l 1 18" x 16" 3000# Cont. Conic. Mono. Footing with (2) #5 rebars cost. Typical Wall Section drawn eA checked a.l. date V2sna scale as rated lob number tsooa aheet A-1 -pile C'o Pj" 'el V �' 1 ;�,� > I 'S 1�j 'P 4 e 4" 2500# Cons. Pad 4" 2500# Conc. Pad Shower 8" F.F.E.—�� Curb Grade (1) #5_/ rebar 8° 18" x 16" 3000# Cont 18" x 16" 3000# Cont. ono. Mono. Footing with Conc. Mono. Footing with 2) #5 rebars cont 11-6" (2) #5 rebars cunt. (2) #6 rebar continuous F-2 11-6" 1T-4" 264" W-4" 3"-5" 19-7" T-0" 4" 12" T-3" 1'-4" T-2° 1'-4" T-3" 12" 4" T-2" V-10" T-0" • F-1 • • c0 , . F-1 °0 , �— I I F-1 . , I I F-1 . L. n I IF-2 6'-4" j 14" T-9" 10'-2" 11" I I § �1.I I I co F-21 I -4" Im I I W F-2 ,. ... I F-1 IL------------------------------_---------J I I I I I F-1IM I I I I • I I I I I I I _�i_ OD Assumed F,F.E. I 4" 3000# Fibermix Concrete I ' 1 on .006 Visquine on Clean, — - — — — I —I Compacted, Termite I 'Treated Fill I I I F-3 I I I I i I I I F-1 I I • I I I ' I I I b, I„ F-2 021 I I I I I j I IF-2 t, F-21 I • F-1 .. F-2 .. I'Ell M F-1 2" 1 1 1/2" 4t F-1 IF-11 L F-1 , T-0" 4'-9" 3' 1C 4'-1" 8" 4'-8" 2'-7" 8" T-2" 8" 1'-7" 4" 6"-0" 2AT 4`-2" 19-8" 18'-0" 37-8" 14'-4" Foundation & Footing Plan scale. 1/4" = 1'-0" No structural concrete shall be stripped until It has reached at least 8o% of the 28 day design strength. Design, Erection, & Removal of all formwork, shores, & reshores shall meet the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the start of construction, A formboard survey shall be submitted to the building department for approval prior to pouring concrete. SOIL STATEMENT: Foundation has been designed for a soil bearing capacity of 2000 .s.i, Fill shall be laid in layers of 6", Each layer to be compacted to 9596 compaction. If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may be inadequate, he must immediately report it to the owner and the Architect or Engineer so as to order a soil boring test. Dowel MOd rRepair Note in the event vertical steel has been omitted from the down pour locations, drill 5" into concrete Ono closer than 3 3/4" from edges and 5" from ends of cap walls) Remove dust per manufacturers instructions and use Two part epoxy to anchor the #5 rebar in place. Use either "Flilti C-100" or Simpson Epoxy -Tie. 4" 2500# Conc. Pad tc R 9 0 to sE eye Concrete shall be a minimum of 4" thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier, Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i, All 90% hooks are to be extended 10" minimum beyond the turn. Field bends are to be done cold and the diameter of the bend, measured on the inside of the bar, is not to be less than six bar diameters. Minimum coverage for rebar shall be 3" in footings and 1 1/2" In bond beams. Hooks may be rotated horizonitally if required to achieve minimum coverages. Reber overlap shall be 48 bar diameters, 30" for #5 rebar The foundation design assumes that the soil has a minimum load carrying capacity of 2000 p.s.f. In the event the soil bearing capacity falls below 2000 p:sJ. This foundation plan may be superseded by Foundation Design Engineer, Satisfactory compaction test of fill does not verify lower soils are adequate. All specifications and dimensions to be verified by contractor, All exterior slabs shall slope a minimum 1/8" per foot for drainage PLUMBING NOTES: Plumber to consult with contractor and equipment ordered for rough in dimensions. Verify all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions on other sheets. Do not scale drawings, if any conflicts arise, contact the Architect or Engineer for clarification prior to construction. All sanitary lines 2" or less shall have a slope of 1/4" per foot minimum. All sanitary lines above 2' shall have a slope of 1/8" per foot minimum, Provide Anti -Scalding Valve in all showers. Lowest living area floor elevation (refered as 0,00) to be set by a professional land surveyor to the required building department elevation, but not less than 18" above the crown of the road. 2" vtr. Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot waler lines Plumbira Riser Diagram ats. rue co cc w li z � as CL W Ii cc Cq Never Z td W p 0 W t1C *00 CO - co 001000 C.y z co i LU .� Z w IZL O to U el oheoked date 1/28/18 Scale 0 noted job number %W4 Sheet A-2 +46,1 LJ ❑ N47.9 Lett Elevation scale: 1/4" = 1'-0" +46.1 1+46.1 Right Elevation scale: 1/4" = 1'-0" 9-4" - T.O.B.- — 8 0" Window - 0.00'-0-FFE _ (Non impact)/ Shutters 0Deco, +44.0 Front Elevation scale: 1/4" = 1'-0" Rear Bevation scale: 1/4' = 1'-0" Product Approval Affidavit Form Category Subcategory Approval Numbers Manufacturer Model Number Glass Type Attachment Method Building Design Pressures Product Rated Design Pressures A. EXTERIOR DOORS Swinging (Entry) FL#: 17184.17 FL#: 17184.2 Plastpro Fiberglass Impact Head & Sill: 6" from corners. Jambs: 6" from corners and 14"ac. max. Use 1/4" dia.Tapcons with 1 1/4" embedment in concrete +44.0 -47,9 +50.0 -55.0 Swinging (Laundry and Master Bedroom) Swinging (French) Plastpro Fiberglass Impact Head: 4" from corners & 5" & 9" from center. Jambs: 4" from corners and 18,5b.c. max Use 1/4" dia, Tapcons with 1 1/4' embedment in concrete +44.0 -47.9 +50.0 -55.0 B. WINDOWS Singlehung FLO: 239.7 RGT 5500 Impact Head & $ill: 6" from comers and 15"o,a Jambs: 6" from corners and 14" o,o. Max 4" from meeting rail, Use 3/16" Tepcon with 1 1/4" embed. Into concrete +38.7 -50.0 +50 / -50 Fixed FLO: 243.10 RC'T 5540 Impact Head & SIII: 6" from corners and 8"o.c. Jambs: 6" from corners and 8" o,c. Use 3/16" Tapcon with 1 3/4" embeded Into concrete +40.5 -64.0 +/- 70.0 Mullion FLfk: 261,1 PGT Tube Impact Tube Mullion, Fasten Standard Mullion Clip to CBS with (4) 3/36 Tapcons with 1 3/4 min. embedment +40.5 -54,0 +80.0 -80,0 D, ROOFING PRODUCTS 5V Crimp Roofing FL#: 17443.1 JA Taylor 5V Crimp or 16"oc. x 2" Long wood screw with washer at each Rib 16"o.c. each -57.5 -69.25 Urlcierl8yment FD_#: 1232ffi,7 TAMKO halt Saturated spp AOrgantic Felt Per 1507,1.1. 4' rl a N3-3 3 3- 2 � 2 �� 1 +44.0 -479 2 3 7 — �\ 1 r/ 2 � r 2 r 2 2 v /r 2 r 1 r 2 vl 2 i rr/ 2 rrr r I / I / <\ 1 2 I 2 �� I t 2 2 2 2 2 2 ! 1 � r � 3 3 1 2 1 3 3 Wind Zone - Hoof Plan 9 00 ut CD u� w Cc ® 'j Oman Q -•- Z cc fA } V a/ 0 U. _ et checked date 1/26/18 acme as noted lob number 160" sh"t A-3 STRUCTURAL NOTES: All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade eo specifications. Lap continuous reinforcing 48 bar diameters or 30" in beams and in slabs. Lap bottom steel over supports and top steel at midspan. Hook discontinuous ends of all top bars. Reinforcing steel shall have a minimum of V concrete cover, or as follows: BOTTOM TOP SIDES Beams: 11/2" 11/2" 11/2" Slab on Grade: 11/2" 1" _ Structural Poured: 3/4" 3/4" Poured Walls: .— Slabs exposed to the weather 3/4" 1" _ Reinforcing steel shall be detailed and fabricated In accordance with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures" and the current "ACI Building Code 316" All structural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved separating material. All dimensions shall be verified in field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before proceeding. No slump over 5" shall be permitted for any structural concrete without the Architect or Engineer approval, All Design and Construction shall be inaccordance with the current American Concrete institute (ACI). and the American Institute of Steel Construction (RISC), The Florida Building Code and all applicable local codes. Structural Concrete shall attain a minimum ultimate compressive strength (Fos in 28 days as follows: Column Footing and Wall Footing: 3000 p,81 Column and wails from foundation to roof: see column schedule. All other concrete: 3000 p.sJ. Footing sizes and reinforcing are based on allowable soil bearing capaci. of 2000 ps,j. All footings shall bear in virgin soft If this Is not the case, the Architect or Engineer shall be notified before proceeding with the work, Timber (Heavy Timber Construction) (a) Truss manufacturer shall submit a signed and sealed shop dr In by a raglstared Engineer, (b}aWood rafts to have a Stress Grade of Fb=1200 p.sJ, (c Roaf members should be secured to the beams or other structural components with hurricane anchors for wind uplift. All wood members shall have a minimum fiber stress In bending of 1200 pal. with 1/360 max deflection. All bolted connections shall be 1/2" Cadmium plated or better. Lag bolts to be used only In shear connections with minimum 4" threaded penetration past steel plate, Lag bolted conditions shall be drill tapped no larger than the Internal thread diameter and shall not be harrimer driven. Under Girder Trusses provide equal number of studs as girder plys at frame bearing locations GENERAL REQUIREMENTS All work to be as per the current edition of the Florida Building Code and meet or exceed all applicable local requirements. General contractor Is responsible for all labor, materials, utilities, testingg, waste removal, storage, securing of site, accomodation, transport/freight, and all other cost related to the completion of this project, unless explicitly Identified here, Owner is responsible for all municipal related charges such as Impact fees, and water connection, except building permit fees, which are to be included in the construction bid. General contractor to check all drawings m for errors and omssions and bring them to the attention of the architect prior to starting any work, or ordering any materials of the res ective division of work. If such errors and ommissions are not reportaTin wrltingto the architect, any resulting damages or costs shall be born entirely by the general contractor. Architect Is not responsible for the contractors method or means of construction, General contractor Is to keep the site In a clean and safe state through out the course of construction. On building turnover, general contractor to clean all surfaces so as to be free of dust, grease, stains, scuffs, etc. Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers Instructions and standard practice. All plans and drawings are not considered complete until they have been reviewed and approved by the St. Lucie County Building Department and the building permit has been Issued. EXTERIOR CEILING & SOFFIT NOTE 7/8' Stucco finish over 3/8' high ribbed gaiv. wire lath fastened to framing members with No. 11 guage nails with 1 3/4' embed with 3/8' dia, head Woc. max, edges to be dad and nailed at 910c. Install one layer of 15# felt to framing prior to Installing ribbed lath INTERIOR WALL FRAMING NOTE Interior non bearing walls to be 2 x 4 studs 24'o.c. Spruce, Pine, Fir (SPF) #2 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. GENERAL ROOFING NOTES Rcofln8 to be Composed of and attached to pre manufactured wC04 ttua$as as follows Fet underlayment (min ASTM 0 226 Tyne 11) with 4" min, side and end laps, fasten with coorogsllon resistantannularring shank nails Ifroofpitch"Iss<412 Install (2) layers spaced0 elt 12'o4. in flaid. If roof pitch is 4/12 or greater, install (1) layer So# felt. 6/8' adx, sheathing or equal Installed with staggered joints & GI clips, nailed to trusses with Sd corrosion resistant annular ring shank nails spaced max, 6'o,c. throughout, except max. 40oc, at gable ends. Al roof trusses are to be pre -manufactured assemblies provided by a licensed wood truss fabricator with separate drawings and data prepared for actual project conditions by a Florida registered professional engineer certfied for truss design An daviation from the proposed plena as shown regarding placement or bearing shall be brought to the attention of the truss engineer prior to fabrication of the trusses. The truss manufacturer's certified layout shall govern after fabrication. The handling, erection, and fixing of wood trusses shall be in accordance with the speoltications contained on the certified mfgra, drawings and data. Al engineered headers and truss hangers to be provided by the truss manufacturer Splitting or cracking of structural components due to Installation of hardware is not permitted, Unless otherwise noted, the Installation of specified hardware shall conform to the truss manufacturers Installation Instructions and standard practice, BUCK ATTACHMENT NOTES AT DOORS USE PT, PINE OR SPRUCE AND ATTACH TO BLOCK WITH 1/4' DIA TAPCONS INTO C.B.S. SET AT 6' FROM CORNERS AND AT 12"o,c. MAX. AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH ad CASED HARD COIL NAILS OR T NAILS" a FROM ENDS AND 12"oa USE WOOD SHIM$ MINIMUM DURING DOOR INSTALLATION SHEATHING NAILING NOTES Nailing Pattern Zone 1: ad at S"ooc. field & 4"o.c. edges Zone 2: ad at 4"aa edges & field Zone 3 d at 41o.a edges & field Pneumatic Nails Pneumatic or meohanicaly driven nails will be accepted under the following conditions: Min, nails size ad or Is or ring shank with Min shank diameter..113 Min. Length, 2" Min Head Diameter 280 Full Round Min Ring Diameter ,012 over shank dla, Min. 16 to 20 Rings per Inch RM Gun nails shall be permitted as an acceptable fastener from any manufacturer Wood screws meeting the same size requirement may be used In lieu of nails without comment 12,rt _ 1 ROOF & F4008 DIAGRAM i se sheathing with #8 gun nails at 6"oc, at supported panel edges and #8 gun nails at 6"ac. at Intermediate supports ROOF SHEATHING TO GABLE END FRAME Use #8 gun nails at 4"o.a EXTERIOR SHEATHING Use #8 gun nails at 4"oa at panel edges and #8 gun nails at 4'oc. at panel top and bottom and Woo. in field THRESHOLD NOTE At egress door (see floor plan) the max. hgth. of the threshold shall be 1/2" Wire Lath Attachment Over wood framing the paper backed wire lath shall be installed over one layer of approved plastic house wrap. Lath shall be attached horizontal framing members with 1,5" roofing nails and to vertical wood framing members with 6d common nails or 1" roofing nails driven to penetration of not less then 3/4" of an inch, or 1" wire staples driven flush with the plaster base. Staples shall have crowns not less than 3/4" and shall engage not less than three strands of lath and penetrate the wood framing members not less than 3/4". The fasteners must penetrate the wood framing members not less than 3/4'. Fasteners shall be 7" o.c. max. 2 x 4 bottom cord bracing Bottom Cord Lateral Bracing 3/8' cy�ntinuous bead of caulk 4back bedding) behind — buck to prevent liquid passage set flange in continuous bead of caulk across the entire face of buck.. i 8 ' / Min, 1 1/4" embedment ° ° at windows and min d 11/2" embedment at 4 ° 4 d sl. gl. doors ao °• a 4 �1/2" drywall Ed stucco finish - perimeter caulk Attach p.t. bucks J with 8d coil nails at 12"0.0, Typ. Alum, window -✓ Jamb Jor amb ding glass 1/4" max struct. shim caulk attach as per manufacturers product approvals NOTE: Method of attachment and Gunable sealants shall comply With waterproofing procedures are the ASTM 0 920 Class 25 grade or same at poured concrete sill, greater for proper joint expansion and contraction Coat Bucks with DryLock Waterproofing after they have been installed and Chaulked �,I ,IL ' it i�) 1 i' �'� I �, I II �'� K►l !I"�i ',�I �:� ilil gzgell �I 111., f, I81.I �lll(el �,�,I Window & Door F Includes Buck Attachment (2) HETA16 with 9) 10d x 11/2" per strap-\ 9'-4" -J�- - -- - i 8'-4" - Top of CBS T Typ. CBS Entry Column (2)2x pvs to, 6 oc. F of 160 and wi 4'•0" Rear Porch 5'-0" Front Detail at CBS Wall S1) LGUM210.2-SDS ((Concealed Flange) with (8) 3/8" x 4 Titen HD to CBS & (8)1/4" x 2 1/2" SDS screws to wood Wrap Wood Beam with one layer of House Wrap and Paper Backed Wire Lath and Two Coat Stucco Top pf ,Beam g-4" Connector Schedule Truss Bearing Point Truss uplift Connector 10 Ont'' Connector Uplift Fasteners Tot 2 Ply 2 1686 HETA16 1 1810 (10) 10d x 11/2" 9 Tie 2 Ply 1 819 HETA16 1 1810 (10) 10d x 11/2" a T12 1 MTS1B 1 1 1000 (14) 10d x 11/2' 1 Ply g 1918 MTS18 2 2000 1 (14) 10d x 1 1/T per strap All other trusses ALL 10000 MT818 1 1000 04) 10d x 11/2" to Frame All other trusses ALL <1810 HETA16 1 1810 (10) 10d x 11/2" to CBS Valley Supporting Fra"'Mp (4) 10d Trusses 42500 VTCR 1 370# Tam (3) 10d x 11/2" Connector Schedule Developed from the Truss Placement Plan and Engineerin from Builders First Source Job Number 115959 Dated 8/15/17 Connector Notes: Do not substitute oonnectors Ccc Do not sheath trusses before all straps are in place Ir Attach valley trusses and piggy back trusses, if present, W to main trusses per truss manufacturer drawing. i.. Truss to truss connection by truss company, Installed (9 per manufacturers specs. — a. Lateral forces perpendicular and parallel to wall has been W t � considered (less than 300 NJ.) Contractor to arove temporary bracing to prevent toppling �p*" a of trusses, see HBB-9. J r Other specs, if different from above, have priority. Q h� AT.R. = All Treaded Rod F- Q �I Z g�,1 a• Drill and Epoxy Set all AT.R. W CO C lJse either "Hilt!" C-100 or Simpson Epoxy Tie Epoxy I) p 0401 — c� 0 ca W cc aid04 �f 14* �r (D/� C 4 W� H1 0 "Itt Co , S � F00 z ULIJ Ix 0 U. at cheolted at date Walls scale as noted job number 18004 aheet Aw4 File C" OP Electrical Load Calculations 1666 Living S.F. at 3 VA 6666 watts Two 20 Amp gplianee Ckts. 3000 watts Cane Laundry C r, eb 1500 watts 1600 watts One Flange 6000 watts One Dishwasher & One Disposal o 1500 watts each $000 watts One Microwave * 2000 watts 2000 watts} One Water Heater 0 4.5 kw 4500 watts One Dryer * 5 kw 6000 watts Two Ref. 9 1500 watts 3000 watts Four Bathe a 1500 watts each 6000 watts Septic System 2600 watts Irrigation Pump 2500 watts Total 40,665 watts First 10 KVA at 100% 10,000 watts Remainder at 40% 14,626 watts Total 24,626 watts One AC Heat at 100% 10,000 watts Total 34.626 watts 34,626 W ✓ 240 V a 144.25 Amps Use 200A Service Smoke detectors wired to 120V Bathroom lights Non Switchable, Nan GFI Electrical contractor to verittyy all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified Electrical (Votes t All loads to be chocked by a Florida Licensed Electrician 2. All work to meet the National Electrical Code 3. Calculations and panels below are for sizing conduit and overall building bad requirements only A All conductors to be ooppsr all Insulation to be THHN, Conduit as follows: PVC below ground, 01id from underground to service box for exterior lights on building 0, MC, or EMT conduit elsewhere. 5. Ensure min. W clear between equipment and disconnects, Typical. (3) e2/0 (THW) and (1) *4 grow oopper at 2' go Panel: 200 A.M.C.B. I 200 Amp 1 fir,3W 40 Circuit Panel t20/240 Vott 516" die. x 01-0' long ground rod \ 3/4"c water Wail I F,P L 101 (3) #210 (THW) copper and 0) M4�ground (THW) copper In 2" galy. conduit tie ground wire to footing rebars Elpictrical Riser Diagram Electrical scale: 1/4" = 1'-0" a SUAPA,00 MOLWM KU611000OW VWVA . ., MKILM 04AMMOMINY UOW MX,,,MTN MIAW PAN X 0110UNG PAN WOW40rr PAN Mnkt DOOR CHMM u me goo V QuTLV -0 01VA1110" n NQ"I : RECEPTACLES IN KITCHEN & BATH AREAS TO Be 4e3" ARF, All 12W SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT WrA MUST BE APOL TAMPER PROOF ANCEPTIOALES MUST SE INSTALLED IN 1200 VOLT, SINGLE PHASE 15 S 90 AMP BRANCH CIRCUITS �to all flood lights Q: 0 LL rn chaokad ea; date 11ydN8 scale as toted Job mabor iBOP4 ahaot e I mw M C( y m 0 41 in M N f3 walls at 48" Tall 36" x 18" Fix. Glass o (3) 25 s.b. 58'-0" 171-4" 20 4" 8'-4" 4" 5'-0" T-0" 8'-6" i61 12"- 4'4" 1 3'-3" ,1'-4", 2'-5" 4'-9" )" ester Bdrm. Fes' 91-4" Ceiling 5080 � 4,_311 2, A„ 3' A„ p„ c ' A I onpa� , V' f�Wl 3080 Lnd. 9,4„ Clog. V.Y W. 13'-8" 19'-8" Floor Plan scale: 1/4" = 1'-0" rJ 2x 12 (3) H34 s.h. I d.w. I 2 x 4 Frame Wall Below 0 Range & O E ood Kitchen _ 9'-4" Ceiling c u L — �o 4'-5" T-4" v 1014" 22�'22 m ao Dining 9'-4" Ceilin 1bX g I 9 a Cing_ 2x Porch 9'-4" Cing. from F.F.E. Stucco Cing. 5'-10" 2'-5" 4'-10" (3) 25 s.h. 12 M 0 v IbX X-1 Living Room i 9'-4" Ceiling 37'-8" (3) 25 9'4 " Ciu g. s.h. from F.F.E. E Stucco Cing. 2x12 (2)2x 12 T-3" 8" 2'-1" 5'-1" 8" F-7" 10'-81, 714" 18'-0" 5'-1" 1 , 7LI I 3'-0" 3'-0" 6'-W 4'-10" 14'-4" W-1111 25 s.h. Egress all00 ` 21-2" `T-6" M 0r 9,4n Ce3'ling ti Y NS 10'-8"� 00 25 s.h. Egress 9,-211 14'-4" Project Data Building Data Project Name: Slay Residence Occupancy Type: Group R Street Address: 120 Berger Road Construction Type: V City: Ft. Pierce Number of Stories: One County: St. Lucie Project Area: 2318 s.f. State: Florida Scope of Work Building Code New One level CBS 2017 Florida Building Code: Residential Single Family residence 2011 National Electrical Code: NFPA 70 Design Loads A.C. Cond, Unit CV 36" x 18" Fix. Glass 4-BB 14 M 36" x 18" Fix. Glass :2 Roof Live Load: 20.0 p.s.f. Area Tabulation Wind Speed: 160 MPH Living: 1855 Wind Importance Factor: 1.0 g Building Category: II Porch: 319 Wind Exposure: B Entry: 147 Internal Pressure Coefficent:.18 Structure Designed: Enclosed Total: 2321 Soil bearing capacity: 2000 p.s.f. Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Develoved Index Insulation Flame Spread: Not to exceed 25 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 5V Crimp Metal roofing panels over "Peel and Stick" underlayment on 19/32" Pre Engineered Wood c.d.x. plywood fastened as Roof Trusses 24"o.c. per nailing schedule Shop Drawings by 2 x 4 p.t. continuous Others fasten to c.b.s. with See Connector 10d cased hard nails r Schedule 12"o.c. Icynene / Spray Foam Insulation per 12 Galv. Drip Edge over 1 x 2 p.t. Energy Code 6 T.O.B. 9'-4" 2 x 8 R.S. Pine Fascia " n u I u u 1/2" d.w. 1 x 4 A. tie it Firestop II I I Two Course Perimeter Stucco Soffit over Beam with (1) #5 Rebar i' High Ribbed Wire Filled with Grout each i Lath Fastened to 4 Course ; Trusses, Provide (1) 2-0 Layer of #15 Felt on 11 Trusses under Lath I 8x16x8 I; CMU Typ. 1 x 2 p.t. furring strips 24"o.c. --\ over 3/4" Insul. Board 1/2" d.w.- #5 vert. rebar in grout filled cell See Floor Plan for Locations 4" 3000# Fibermix conc. on .006 Visquine on Clean, Compacted, Termite Treated Fill T T T 0.00, - a 0 M Stucco Finish over Concrete Block. 45 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells F.F.E._ Grade 18" x 16" 3000# Cont. Cone. Mono. Footing with 1'-6" (2) #5 rebars cont. Typical Wall Section a' rn � M C/I O w w U z 0 4 v, i � w � ' A v > H Q ti �z p UW A w O dm" ct cbecked 8.1. date Ine�ls scale as noted job numbar I sbeat A-1