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HomeMy WebLinkAboutBuilding PlanscI I cI I F-a T-2" 14'-4- L-4 25 s.h. 25 s.h. T-2- 9'-10- 62'-0- 30'-8- 11'-4" 12-x 12-Grout Filled Column Block with (2) #5 Vertical Rebar L-8 L-9 1 T-0- 9'-6- 1 8'-6- 8'-6- L_8 L_4 25 s.h. 25 s.h. Egress Egress 8'-0- Master well ❑ Bdrm. L-5 Bdrm. 2 Pump shy 9'-4" Ceiling 13'-0- a 5080 French 9'-2- 15'-8- 5`10- 8" 15'-8" 9'-4- Ceiling p L-2 0 0 o 0 Porch N T-4- 5'-8- 6'-0" L-6 3/12 pitch cing. ❑ Clio 6080 Dr. L-1 and (2) 36- Impact Side 34 0 25 s.h. ❑ 0 Lites L_7 s.h. ❑ m C"I 6d'p Egress O O O• HI EI 1E]i O © I!] O — 20""Tall Fixed d FilI I__ L-2 p Glass Above N dw 1 CCx3 I I II e H35 s. h.❑ w "' II � � "' H34 2880 O L-2 s. h. Cb 8 -8" L 3'-0" I! Family I 1 9'-4„ T-8- 3' 6- 5'-2- 1'-8 IT-4- 1 2'-4" 4'-0" 5'-8- 1 T-4- Cing. O 2680 Elect. I I I L O Pocket 2680 F.P. o I o o ® v't'r' ❑ A.C. Cond. on Pocket I °' Hdr, at i 96""a.f.f. I- _° h o W Conc. Pad s Lu I 9'-4„ 2680 HB ; 22""x 36" I I I Cing. Bdrm. 3 o 9'-4"" I Access o I I d I 9'-4"" Ceiling Cing. I I o `« f Kitchen L-1 o H B I I 9'-4- Ceiling in I I 25 s.h. Egress a, ❑ t 'v U 1 Z ' 2680 I c 1 I -1 Ref. Micro. ; --- water Wall f 3'-4"" 2'-8' 9'-4"" 3'-0"" 5'-0" ❑. "' line Oven F.1 .❑ O o 0 I I II Hdr. at 96""a.f.f. o N Conc. Pad n o 1 to F. I Drop 6080 2680 9'-4"" N Hdr. at Off o F C.1 Cing. W I I 1196"a.f.f. L-3 O • • , 3'- "" 1 3'- 0- 2'- „ 3'-4", 11'-0 T-8 I 1 12'-0"" o o ❑ L-14 ❑ ❑ N iu ❑ 9'ng. 0 Cing. 9ing. b ° R11 batt insul. wh O O 36""x 16�" ,n Cing. - "v in adj. walls Fixed 2'-6" o o l' o Bollard o ❑ Glass EI n N m L-3 44"Tall Walls &Temp. Enslsr. .. Office Ce L_1 o ,• D i n m g EA.H.U. in attic v > oo I I L-13 • ❑ o11 00 9'-4- Ceiling 'Ir 9'-4- Ceiling r--------T o 36""x 16"" I I I Fixed HI o •• o a o a •• o 0 o L J i o Glass 0 0 25 Egress 25 ❑L-1 Egress ❑-1 s.h. s.h. ❑L-1 22.5 x 54 Attic Access with III r " �N F, Ladder-- ]dM s❑L-1 iii 12" 23'-8- 8` 9'-4"Ceiling O 9'-8" 3'-4" from FFE r Lnd. a o--- �� ° --- ° --=o o Garage •❑ ❑ O I 9'-4- Cing. - L-11 - -- - �T --®-__-- — L-12 � — - --- ------ L-11 -- 9'-4- Ceiling N N from FFE R I 0 25 s.h. 0 o - N i � 0 I I 1 0 Egress L_1 CD o I L-13 O CID `o 3'-1- 4'-2"" 4'-1 4' -1 4'-2"" 3'-1 "" I I T-2- T-2- 11'-4" T-0" 11'-4- 24'-8- I 8 o I ❑ 0 •❑ N 1 i� 0 0 0 0 °' L_1 s 0 0 0 o h. Floor Plan Scale: 1 /4- = 1'-0" 14'-4 " L-1 25 s. h. 6'-9` 6,-9„ 6,-9„ 5,-9„ 13'-6- 12'-6- 26'-0- Project Data Project Name: Langel Residence Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New One level CBS Single Family residence Building Code 2020 Florida Building Code: Residential 2017 National Electrical Code: NFPA 70 Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 3736 s.f. Design Loads Roof Live Load: 20.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: C Internal Pressure Coefficient: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Area Tabulation Living: 2419 Garage: 743 Porch: 368 Entry: 206 Total: 3736 Total Cubic Volume: 22,739 c.f. Climatic & Geographic Design Criteria 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 Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-1 4'-6- 6113 1376 2724 563 81`16 1B/1T L-2 3'-8" 6113 225 3079 31 8F16 I BAT L-3 4'-6- 2189 345 1207 47 81`8 1B/1T L-4 T-8- 1843 1247 1133 573 81`16 1BAT L-5 6'-8- 3120 400 1651 300 8RF14IBAT L-6 14'-4" 3120 300 1651 200 81`8 1B/1T L-7 5`10- 4360 1457 2093 591 81`16 1BAT L-8 10'-2- 1853 422 1591 153 12F16 2B/2T L-9 11'-4- 1649 374 1386 135 12F16 2B/2T L-10 T-4- 2459 1340 1462 438 8RF14 1B/1T L-1 1 10'-4" 1 1052 277 552 215 8F12 I BAT L-12 10'-4- 1052 359 552 280 81`12 1B/1T L-13 11'-4- 1846 833 1034 436 81`20 1B/1T L-14 4'-8- 6389 300 2618 200 8RF18 I BAT Min. Beam depths shown, beams may be increased without comment At Lintels over 24 deep provide (1) #4 vertical rebar tied to Horiz. steel at 24"o.c. along length of lintel quanity of #5 rebar It bottom of luxe) nominal IF 111,1gr,A I cavity 81`16-1 B/1 T rabar at bottpm nominal TT geanity rf#5J lirrtal cavity heiyth bar a[bp Lintel Type Designation 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 tinier 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. Composite U Lintel Materials 1. Grout per ASTM 0476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Rebar 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 Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field out to the required length. 3. Cast in place concrete may be provided in composite U lintel in 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. U it U) tz N w O Lu act M � r� V Z C7 LL .� i act co buo W a) LC� 00 N Q J I"L r h .� � � U LE z a o Lu > J C/' N ui � a) U) LLB all > M CO N r = o It 00 U fY oZ N _ Q (w v (v O° M T W U Z W 0 cq LL 41 J 7 U 'cL N LL � J Lu (U coo RE*IEWt'D FOR CODE COMPLIAN(- ST. L�IGppIryryEp/COUNT [7SR.AR.,. C drawn s1 checked s.l. date 5/7/21 scale as noted job number 20085 sheet A-1 T-8"' 14'-4"' T-0" 3"-8" 9'-10" 62'-0- 30'-8" 1 1'-4" 9'-6" 1 T-0"' T-0"' 5'-0- F-1 01 0 •• F-1 •• F-1 F-1 Fv — — � — — — — — T � Ero T � — — — — — — — — — — • � conc. pad I I I 1 I F-21 I, 0 o I° F-2 0 1 ° I I I F10 I ,i 0 1 -4"' 1 F-1 Ell El0o N t F-1 1 I 24" x 24"' x 1s' — J F-2 o0 00 0 F-2 0 0 0 l 1 o N 1 Pad Ftng. with C —----------- _ _ _ _ _ _ _ _ J _t2- (1) #5 rebar 6" o.c. 1 Each Way 1 o o CO I 2'-0"' 14'-4"' 2'-4"" 3'-7 5'-2"' 1"' 14"" 1 � 0 I0 .i 24'-4" I 4" 2500# o n 1 conc. pad � to ❑ I 1 u� 1 0 1 0 I a 1i 4" 3000# FIBERMIX CONC. 1 OVER .006 VAPOR BARRIER 0 ON CLEAN, COMPACTED, 1 o F_1 TERMITE TREATED FILL F-1 16"' 3'-4"' 3'-4"' 0 i ASSUMED F.F.E. 0.00' No Curb 01 Io � I O 0 1--- -- F-3 --- 0 Hi IC01 101O 2'-2' 7'-10"' - _ — — — — 4 F� w 30" x 30" x 18" 0 1 F13 Pad Ftng. with I � I (1) #5 rebar 6"o.c. ❑ ------- o Each Way 24"' x 24" x 18"' F-2 30`" x 30" x 18" 1 1Ell 14"'F-3 Pad Ftng. with Pad Ftng. with, Slopegfor(1) #5 rebar 6"o.c. (1) #5 rebar 6"o.c.1Gara e Do Each Way F-2 v-2 -4„ IF Each Way �, -4"' i F-2 0 0 o F-2 .. 0 0 0 I o ❑ — — — — — — — 1 n F-1 I F-2 14"' T-0"' 4'-0"' 2'-2" co 2'-2'" 4'-0"' � T-0"' 14"' 8"` 141 23"-6"" F-4 CO 0 O F-1 p F-1 F-1 0 0 -4" Slope 2" F14 0 1 CO `v 1 F-1 0 O F-1 0 1 :0 1 114". o Slope for 1 i Garage Dr. I 01 N O 819,_0„ 1,_8„ 1,_8„ 9,_0„ 5'-3" 3`10- 5'-3" 11'-4" T-0" 11'-4" 8` 24'-8" 8" 0 0 44 J40 F_----F-4 ---- N ° L-- J 81 01 1010 F-4 JEJ0 lili 011 14'-4" Foundation & Footing Plan Scale: 1/4" = 1,-0" 29'-8" 4`10" 1 3"-10'" 1 4`10" 13'-6" 26'-0" 4`10- 1 3`10" I 3`10- 12`6" F-1 F-3 18- x 18" mono. footing 8" x 8" thick edge with (2) #5 rebar cont. with (1) #5 rebar cont. 4 4_4— 18' f 8„ 18- MONO. EDGE FOOTING EDGE FOOTING F-2 F-4 18- x 18" mono. footing with (2) #5 rebar cont. 18" x 18" mono. footing with (2) #5 rebar Cont. 4 " 14" slope 4„ 4„ 14' 14' , 18" 18" STEP FOOTING CURB FOOTING U Ci C0 CV 00 O LU ce) r� V Z C 7 LJi co i bLO Lu N Ln Coo in a r 0 J r d Z O (� LU > U_ X JU' Ln rn LU X Itt N 0 M GENERAL FOUNDATION NOTES 6 > N Concrete shall be a minimum of thick over clean, compacted, U LU U- � termite treated fill and 6 mil polyethylene vapor barrier. LU . If concrete slab contains 6- x 6- 10/10 WWM provide 1- coverage r LO Nt L. hallll have at minimum compressive strength of not less ry = O (0 z 00 tConcrete han 3,000 LL U Q N All 90% hooks are to be extended 10'" minimum beyond the turn. N Field bends are to be done cold and the diameter of the bend, 00 measured on the inside of the bar, is not to be less than six M bar diameters. T 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. Rebar 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.s.f. This � foundation plan may be superceded by Foundation Design Engineer. •vc 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 FORMWORK & SHORING No structural concrete shall be stripped until it has reached at least 80% 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 p.s.i. Fill shall be laid in layers of 6". Each layer to be compacted to 95% compaction. If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may be inadecuate, he must immediately report it to the owner and the Architect or Engineer so as to order a soil boring test. Dowel Rod Repair Note In the event vertical steel has been omitted from the down pour locations, drill 5" into concrete (no 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 "`Hilti C-100"' or Simpson Epoxy -Tie. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY W Z JJ N U LU Er (D O ILL J 0 N Q ILL b.0 U J W CU C/) J J Cr5 Z N drawn s,. checked s.l. date 5/7/21 scale as noted job number 20085 sheet A-2 9'-4- 1 11 5V Metal Panels over Peel and Stick Underlayment on 19/32"c.d.x. plywood fastened as per nailing schedule Pre Engineered Wood Roof Trusses 24" o.c. Shop Drawings by Others See Connector Schedule L,J R20 Spray 12 Foam Insul.OIL ^ T.O.B. 1 /2„ d.w. 1 x 4 p.t. Firestop Two Course Perimeter Beam with (1) #5 Rebar in each course, Filled with Grout 1 x 2 p.t. furring 8 x 16 strips 24"o.c. CMU , with R4.1 Foil insulation Light l 1/2" d. V\ Stuccc #5 vert. rebar in Lap Sb Stuccc grout filled cell Front l See Floor Plan 6 1 /2 for Locations 4" 3000# Fibermix Conc. #5 Vel on .006 Vapor Bearier on 10" H Clean, Compacted, Termite Lap. T Treated Fill Rebar a J O M F.F.E. Gra o (2) #5 Rebar Typical `` Vall Section 2„ vc- I �l I I I I 2, AUTO 2" � VENT uL I 2„ I w.c. �� Sink 31 3., 2" vt.r. I hl Sink 4'" C.O. Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot water lines Plumbing Riser Diagram ries Galv. Drip Edge over 1 x 3 p.t. i' 2 x 8 R.S. Pine Fascia Board Stucco Soffit Over High Ribbed Wire .Lath Install one layer of 15# felt to framing prior to installing wire lath x8 ryp. extured i Finish ling Look Pattern on levation Exposure Scale: 1/4" = V-0" t. Rebar with >ok and 30- ie to Vert. In Cells 0 uu Rear Elevation Jcale: 1/4 = 1 -U 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. to sewer system Right Elevation Scale: 1/4"" = V-0"" Two Coat Stucco over CBS block 27" x 27- -Blacked Limits of 6/12 pitch Family Room Ceiling — T — Limits of 3/12 pitch Porch Ceiling Three Coat Stucco Finish over paper backed wire lath over House Wrap over 5/8" c.d.x. plywood fastened as per Nailing Schedule Q. In CV 0= M O w M �rr�� z V 0 LL V I bZLO w aD 00 ive Corbell be Selected *; n Q LL .. Q N U _ • N M d U F.O.B. 9,-4„ — :3 z O tU w D Head- 8'-0- _ Ir JC) � w �r m ✓e Header 4-) be Selected /� � v J F.E.— _0� 0.00, Corner > h > Q U Ll.l r` ICT C14 M �_ to 1a ,i 2 o ca r U oZ M1 _ CC Cw r' Q M 00 M w C.) w o � rwo Coat Stucco O m over CBS block N i JJ 0 o- _0 J ��// W C) N LL b.0 J LUJ its C/) REVIEWED FOR 0 J CODE COMPLIAll z ST. LUCIE COUN i N BOCC date revision 6/3/21 Overhang from 18"to 24" per H.O.A. regmnts. 1Q 6/25/21 Roof Insulation Values FILE COF drawn e.i. checked s.l. date 5/7/21 stele as noted job number 20085 sheet A-3 Wind Zones - Walls 3 i 2E 31---T--------------- 1 I 1 I 1 2N 1 1 1 —I— ------ 1 3R I 2R 2E 2R 3R 2R 3R 2R 3R � —I----- —�--I— rl 1 3E if ----1 3R 2R 13R I 2N i 1 1 2N I 2N 1 1 1 ' 1 I I I 2N 1 3R 3R 3E 12E7 3E 2R 2R 12E— — — — — — — — — — — — 1 3E 12N 2N 3E 2E i 1 1 2R 2R Roof Wind Zones Scale: 1 /8- = 1'-0- I 2E 1 I L- -1— — -1 3R 3E , 2N I 2N I- 2N 13E 1 12E --I--A- 3R I 2N I 3E Left Elevation Scale: 1/4" = 1'-0" Hardie Plank Siding over 12 House Wrap over 5/8- 2 � per n plywood fastened per nailing schedule (2) 2 x 8 Top Plate Fasten to studs with (1) LSTA18 with (14) 1 Od at each stud Fasten frame kneewall to header with (1) LSTA18 with 04) 1Od at each stud-, (3) 2 x 12 Header, fasten plys together with 16d - 6-o.c. See Frame Kneewall to CBS detail-\ Precast 81`8 1 B/1 T Lintel I I 12 \\3 \ 2 x 8=InsulationA & R1 Rough Opening for Transom window Family Room Transom Window Detail Scale: 1/2- = 1'-O"" Limits of 6/12 pitch Family Room Ceiling Fasten frame kneewall to each truss with (1) MTS18 with 00) 1Od x 1 1/2" Limits of 3/ 12 pitch Porch Ceiling Header to kneewall with (2) LSTA18 with (14) 1 Od per strap See Frame Kneewall /- to CBS detail U Q 0 C4 00 O u1 a) `t M i z 0 LL co U yC wJ UJ LO 00 . N _N d Q J .F; w N � N N .� co U z ° o w > U_ LO w w N U) cv � N LO M Z04 T 00 LL U o LLJ _ 3 Q U) M 00 C`°9 T T.O.B. � 9'-4„ w z w U -0 o w LL .� a c J 0 O — - F. F. E. - 0.00' U Product Approval Affidavit Form Category Approval Manufacturer Model Number Glass Attachment Method Building Design Product Rated Subcategory Numbers Type Pressures Design Pressures EXTERIOR DOORS Head & Sill: 6" from corners. Jambs: 6" from corners and Swinging FL#: 17184.17 Plastp ro Fiberglass Impact 14-o.c. max. Use 1/4" dia.Tapcons with 1 1/4" embedment in +33.5 -36.3 +50.0 -55.0 concrete Head: 4" from corners & 5- & 9- from center. Jambs: 4- Swinging (French) FL#: 17184.2 Plastpro Fiberglass Impact from corners and 18.5"o.c. max. Use 1/4" dia. Tapcons with +33.5 -36.3 +50.0 -55.0 1 1/4- embedment in concrete Garage Overhead FL#: 1537L2 DAB Door Company Hurricane Master N.A. Flag Bracket Angle (3) total 5/16- x 1 5/8" lag screws. (7) total +27.9 -31.2 +36.0 -44.0 824/811 Bracket T-0" height 0) 5/16" x 1 5/8" lag screws per bracket. WINDOWS Head & Sill: 6" from corners and 15-o.c. Jambs: 6- from Singlehung FL#: 239.7 PGT 5500 Impact corners and 14" o.c. Max. 4- from meeting rail. +33.5 -44.8 +50 / -50 Use 3/16" Tapcon with 1 1/4" embed. into concrete Head & Sill: 6" from corners and 8-o.c. Jambs: 6" from Fixed FL#: 243.10 PGT 5540 Impact corners and 8" o.c. Use 3/16" Tapcon with 1 3/4" +33.5 -36.3 +/- 70.0 embeded irto concrete ROOFING PRODUCTS 5V Crimp Roofing FL#: 17443.1 JA Taylor 5V Crimp #9-15 or #10-14 x 2"" Long wood screw with washer at each Rib 16"o.c. -57.5 -69.25 Underlayment FL#: 9777.7 Owens Corning weatherloc Specialty Direct Attachent to plywood SIDING FL#: 13192.2 James Hardie Hardie Plank Fasteners shall be ET&F block nail .30 Head -50.0 -92.0 dia. .14 Shank dia. and 1 1/4- long. 21-o.c. max. Q IV 5 LL bb J REVIEWE6 021 CODE COIV KIANCE ST. LUCIE COUNTY BOCq date revision Q 6/25/21 R19 Batt Insul. in kneewall FILMNAVA drawn s.l. checked s.l. date 5/7/21 scale as noted job number 20085 sheet A-4 1 144" 30'8" 17' 8' 4'4" Roof Framing Plan Scale: 1/4`" = 1'-0"" 1'4" 7' 11'4" 13'6" 12'6" i Connector Schedule Truss Bearing Truss Connector Onty. Connector Fasteners Point Uplift ID Uplift HETA20 1 1810# (9) 10d x 1 1/2" H 2514 LGT2 1 2150# (16)16d sinkers to truss B05G 2 Ply (7) 1/4-x 2 1/4"Tlten at CBS (1) 5/8"" ATR Drill & I 3515 MGT 1 3,965# Epoxy with 12"" min. Embed. & (22) 1 Od to Truss (1) 5/8"" ATR Drill & C06GE U 3807 MGT 1 3,965# Epoxy with 12"" min. 2 Ply Embed. & (22) 1 Od to Truss HETA20 1 1810# (9) 10d x 1 1/2" C 2604 LGT2 1 2150# (16) Sinkers to truss (7) 1/4-/4"x 2 1/4-Then at CBS B04G (1) 5/8"" ATR Drill & 2 Ply H 3381 MGT 1 3,965# Epoxy 12' min. Embed.. & (ith (22) 1 Od to Truss P 1617 HETA20 1 1810# (9) 1 Od x 1 1 /2"" A16G HETA20 1 1810# (9) 10d x 1 1/2"" 2 Ply p 4939 (1) 5i8" ATR Drill & MGT 1 3,965# Epoxy with 12" min. Embed. & (22) 1 Od to Truss All trusses Each <1810 HETA20 1 1810# (9) 10d x 1 1/2"" <1810 HETA20 1 1810# (9) 10d x 1 1/2" to CBS Bring. All trusses Each <1000 MTS18 1 1000# (9) 10d x 1 1/2"" to Frame Brng. <1000 MTS18 1 1000# (9) 10d x 1 1/2"" Valley Supporting Framing (4) 10d Trusses <250# VTCR 1 370# Valley Truss 1 1 (3) 10d x 1 1/2"' See Truss Manufacture Profile Sheets for Truss Bearing Letters Connector Notes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss company, installed per manufacturers specs. Lateral forces perpendicular and parallel to wall has been considered (less than 300 p.l.f.) Contractor to approve temporary bracing to prevent toppling of trusses, see HIB-9. Other specs, if different from above, have priority. A.T.R. = All Treaded Rod Drill and Epoxy Set all A.T.R. Use either-Hilti- C-100 or Simpson Epoxy Tie Epoxy Provide equal number of studs under girders equal to the number of plys. Attic Vents Calculation ENTRY, PORCH, and GARAGE Attic Area: 1317 s.f. / 150 = 8.8 s.f. required. soffit area = 104 I.f. x 1.3 = 135.2 s.f. Venting Provided: 8 x 16 soffit vent: 85 sq. in. each vent 15 Vents along overhang = 1,275 sq. in. 1,275 sq. in. / 144 = 8.86 s.f. Total Ventilation Provided: 8.86 sq. ft. Missed Tie Down Strap Note In the event the Tie Down Strap has been omitted from the Layout location, install one HTSM20 strap at the proper location. Fasten with (4) 1/4"" x 2 1/4" Hex Head Titen screw to C.B.S. and (10) 10d to truss. MAXIMUM UPLIFT 1175 lbs. 9 x 4 bri rnrd brarinv Bottom Cord Lateral Bracing SP8 AT EVERY STUD WITH (10) 10d x 1.5" NAILS TOP & SOLE PLATE 2 x 8 PLATE; 2 x 8 STUDS 24""c.c. WITH RI 9 BATT INSUL. COVER STUDS WITH 5/8""cdx PLYWOOD, FASTEN AS PER NAILING SCHEDULE. COVER 6" WITH (1) LAYER OF HOUSE WRAP AND PAPER BACKED WIRE LATH AND (3) COAT STUCCO FINISH U Q N N 00 00 O w M 're�� Z LL Itt cc WJ W N W N o a r- 0 J 4..i C'4 r Q •� � � U Z d O (� LU > U_ J0 LO CD LU = '4-► v ) a Qr� —� Q�U LU Lin C14 =oc(a00 z U o LLJ N Q U) (� 00 M T LU U z Lu in Q) U LU o ILL J U Q Q) ILLJ C: a-� W C0 Cn J 0 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY 2 x 8 P.T. PLATE FASTENED, TO PERIMETER BEAM WITH 5/8"" x 6- WEDGE BOLTS WITH 1/8" x 3"" WASHER 2 x 8 P.T. PLATE J AT 24-o.c. date KNEE WALL TO MASONRY A6/25/21 AT REAR PORCH WALLS revision RI Batt Insul. in kneewall drawn s.i. checked .L date 5/7/21 scale as noted job number 20085 sheet A-5 Ceramic Tile 2 x 4 diagonal _„X," GENERAL ROOFING NOTES STRUCTURAL NOTES: Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 bracing at 8'-0"o.c. All reinforcing steel shall be high strength billet steel and shall Galv. drip edge Roofing to be composed of and attached to pre manufactured A108.6, A108.11, A118.1, A118.3, A136.1, & A137.1. Fiber mat reinforced starting from ridge conform to ASTM A-615 grade 60 specifications. Lap continuous U min. 4" la wood trusses as follows: backer shall be used behind wall applied ceramic tiles in the tub with (3 12d each P reinforcing 48 bar diameters or 30"-in beams and in slabs. Lap and shower areas and conform to ASTM C1325. Per Durock, end Felt underlayment (min. ASTM 0 226 Type Iq with 4- min. side and bottom steel over supports and top steel at midspan. Hook �--� cement board exceeds ASTM G1325. end laps, fasten with coorosion resistant annular ring shank nails discontinuous ends of all top bars. Reinforcing steel shall have at 6"o.c, in laps and in staggered rows spaced 12"o.c. in field. a minimum of 1" concrete cover, or as follows: Q In cV If roof pitch is < 4/12 install (2) layers 15# felt If roof pitch is 4/12 or greater, install (1) layer 30# felt. D_ rn Gypsum Note BOTTOM TOP SIDES 0 w li:t 19/32' I wd. sheathing or equal installed with staggered L M Gypsum board shall conform to ASTM G22, C475, C514, C1002, C1047 pY ggered joints & GI clips, Beams: 1 1/2" 1 1/2` 1 1/2" Z C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential 1 x 3 p.t. over 2 x 6 nailed to trusses with 8d corrosion resistant annular ring shank nails Slab on Grade: 1 1/2" 1" (� LJi co code. Per USG, Wallboard conforms to G1396. Paint Grade Fascia spaced max. 6-o.c, throughout, except max. 4"o.c. at gable ends. - .� � Structural Poured: 3/4` 3/4" `- All roof trusses are to be pre manufactured assemblies provided by Poured Walls: 3/4" U Gypsum Board & Gypsum Panel Products a licensed wood truss fabricator with seperate drawingsanddata Slabs exposed LU W 00 2 x 4 blocking at 40"o.c. prepared fol engineer ect co ditio truss Florida r piste deviation from to the weather 3/4`" 1" _ • � m a � Gypsum board and gypsum panel products shall be applied starting from ridge between pdesign. (2) 12d trusses 24` o.c. the proposed plans as shown regarding placement or bearing shall +i cV both top and bottom cords Reinforcing steel shall be detailed and fabricated in accordance N u_ r- at right angles or parallel to framing members. All edges and see layout sable end truss be brought to the attention of the truss engineer prior to fabrication „g J r ends of gypsum board and gypsum panel products shall for two truss spaces from by truss mfgr. of the trusses. The truss manufacturer's certified layout shall govern with the Manual of Standard Practice of Detailing Reinforcing"" Q Galv. Cap able end _ occur on framing members, except those edges and ends .that g after fabrication. Concrete Structures and the current ACI Building. Code 318 `t � N are perpendicular to the framing members. Interior gypsum 19/32 c.d.x. plywood N H EF board shall not be installed where it is directly exposed to The handling; erection, and fazing of wood trusses shall be in All structural steel shall conform to current ASTM Specification A-36 a with Sd nails 4" o.c. accordance with the specifications contained on the certified mfgr's. z 0 weather or to water. � Cover with House Wrap drawings and data All wood in contact with masonry shall be pressure treated or approved (U J a) Wall and ceiling gypsum board shall be fastened with screws - seperating material U spaced at 12"o,c. Screws for attaching gypsum board and gypsum All engineered headers and truss hangers to be provided by the �. 2x "L" web stiffener truss manufacturer. panel products to wood framing shall be Type W or Type S n 2" dla. Galv as required by the All dimensions shall be verified in field by the contractor. If there are J O accordance with ASTM C1002 andshall penetrate thewood not Pipe See truss shop truss ....,gr. Splitting or cracking of structural components due to installation of any discrepancies the Architect or Engineer shall be notified before LU M less than 5/8" inch (15.91 Gypsumboardand Gypsum panel drawings products shall be attached to cold formed steel framing less hardware is not permitted. proceeding. than 0.033' (1 min) thick shall be Type $ in accordance with Continuous 2 x 4 Lateral Unless otherwise noted; the installation of specified hardware shall i ASTM C1002 or bugle head style in accordance with ASTM C1513 Set ballard 12" "Simpson"" HETA16 truss conform to the truss manufacturers installation instructions and No slump over 5" shall be permitted for any structural concrete without (ll from appliance bracing at 1/3_points of standard practice. and shall penetrate the steel not less than 3/8" to 0.112" to bond beam with (14) the Architect or Engineer approval. .FJ C954span. Nail with (2) 16d 10d x 1 1 /2"" b min he d sty thick shall be in accordance with ASTM s for or each truss btm. cord All Design and Construction shall be inaccordance with the current bugle head style in accordance with ASTM 1513: Screws for located at each truss g attaching gypsum board or gypsum panel products to structural vertical BUCK ATTACHMENT NOTES American Concrete Institute (ACI). and the American Institute of Steel — Galy. Collar Continuous 2 x 4 bracing insulated panics shall penetrate the wood structural panic facing._ Construction (AISC), The Florida Building Code and all applicable not less than 7/16"o.c. 01.1 ml fastened to beam with AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS local codes. 5/8" x 6" wedge bolts TO BLOCK WITH 1/4- DIAL TAPCONS WITH 1 1/4" EMBEDMENT 0j Concrete Bond — Gypsum board used as the base orbacker for adhesive .application with 1 /$` x 2" washer 24` o.c. Beam .INTO C.B.S. SETA 6" FROM CORNERS AND AT 12"o.c. MAX. Structural Concrete shall attain a minimum ultimate compressive strength � � of ceramic tile or other required nonabsorbent finish material shall (Fc') in 28 days as follows: conform to ASTM C1396, C1178, C1278. Use of water resistant ' Gable End Bracing Detail AT WINDOWS USE P.T. PINE A SPRUCE AND ATTACH p.s.i. End N U Q� gypsum backing board shall be permitted on ceilings. Water BUCKS TO FLOCK WITH 8d-0ASED HARD COIL NAILS Column Footing and Wall Footing: 3000 � W '� N resistant gypsum board shall not be installed over a Class 1 or OR "T" NAILS" 4" FROM ENDS AND 12'o.c. Column and walls from foundation to roof: see column schedule. > H LO c0 I Class 2 vapor retarder in a shower or tub compartment. Cut or All other concrete: 3000 p.s:i. - CD l exposed edges, including those at wall intersections, shall be Typical Conc. USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION = o w sealed as recommended by the manufaetuer. Water resistant (4) 1/4" x 2 1/4'' Foundation Tapcons Footing sizes and reinforcing are based on allowable soil bearing /��// o Z gypsum backing board shall not be used where there will be LL U o N SHEATHING NAILING NOTES capacity of 2000 p.s.i. All footings shall bear in virgin Soil. If this LU direct exposure to water, or areas subject to continuous high CC � humidity. Bollard Detail is not the case, the Architect or Engineer shall be notified before — cn proceeding with the work. Q Alum. window 00 corrosive resistant �. frame Nailing Pattern co Tapcon concrete r Cold Formed Steel Note'" Timber (Heavy Timber Construction) 3/8"" continuous. bead of � �,., Brews installed as Zone 1: Sd at6"'o,e. field & 4"'o.c. edges Cold formed steel framing supporting gypsum board and gypsum caulk (back bedding) behind specified in window (a) Truss manufacturer shall submit a signed and sealed shop panel products shall be not less than 1 1/4" (32mm) wide in the shim to prevent liquid passage manufacturers product Zone 2R, 2N, & 2E; 8d at 4"o.c. field & edges drawings rafters a registered Engineer. least dimension. Non Load bearing cold formed steel framing approval Zone 3E & 3R: 8d at 4"o.c. edges & field (b) Wood rafters to have a Stress Grade of beams 0 rota. shall comply with AISI S220 and ASTM C645, Section 10. Load 1/4- struct. shi structural Roof members should h secured to the beams in other bearing cold formed steel framing shall comply with AISI S200 window sill Pneumatic Nails structural components with hurricane anchors for wind uplift. and ASTM C955, Section 8. set flange in continuous Pneumatic or meohanicaly driven nails will bead of caulk across the All wood members shall have a minimum fiber stress in bending be accepted under the following conditions: 44 entire face of buck of 1200 p.s.i. with 1 /360 max. deflection. Wood FramingNote perimeter caulk Min. nails size 8d or larger ring shank with = Min. shank diameter. .1 All bolted connections shall be 1/2" Cadmium plated or better. 4v, ' stucco finish Min. Length: 2" Wood framing supporting gypsum board and gypsum panel Min. Head Diameter:.280 Full Round Lag bolts to b USed only in shear connections with minimum products shall be not less than 2 (51mm) nominal thickness := Min. Ring Diameter .012 over shank dia. 4" threaded penetration past steel plate. in th least dimension except that wood furring strips not less v E Min. 16 to 20 Ringe per Inch than 1' by 2'" (25mm x 51 mm) nominal dimension shall be Gunable sealants shall comply with e. ° c Lag bolted conditions shall be drill tapped no larger than the permitted to be used over solid backing or framing spaced ASTM C 920 Class 25 grade oY a Nate internal thread diameter andshall not be hammer driven. not more than 24o.c. (6101 greater for proper joint expansion and contraction Gun nails shall be permitted as an precast acceptable fastener from any manufacturer Under Girder Trusses provide equal number of studs as girder Wire Lath Attachment conic. Sill Wood screws meeting the same size requirement plys at frame bearing locations may be used in lieu of nails without comment J Over wood framing the paper Typical Precast Conc. Sill Detail GENERAL REQUIREMENTS U backed wire lath shall be installed Nailing Schedule z All work to be as per the current .edition of the Florida Building Code ILL one layer Of approved plastic ROOF & FLOOR DIAGRAM and meet or exceed all applicable local requirements. house wrap. Lath shall be attached Use sheathing with #8 gun nails at 6-o.c. horizontal framing members with 1.5 at supported panel edges and #8 gun General contractor is responsible for all labor, materials, utilities, testing, U 3/8- continuous bead of nails at 6"o.c. at intermediate supports. waste removal, storage, securing of site, accomodation, transport/freight, roofing nails and to vertical wood caulk (back bedding) behind J 0 framing members with 6d common buck to prevent liquid passage and all other cost related to the completion of this project., unless explicitly (U ROOF SHEATHING TO GABLE END FRAME identified here. nails or 1 " roofing nails driven to STEP 3 Use #8 gun nails at 4"o.c. + penetration of not less then 3/4 Owner is responsible al related charges such as impact set flange in continuous ponsible for all municippc Apply Horizontal Peel & g of an inch, or 1 wire Staples Stick Fashing over bead of caulk across the fees, and water connection, except building permit fees, which are to be J rNv O driven flush With the plaster base. Flange. Extend flashing Wood Fame entire face of buck EXTERIOR SHEATHING included in the construction bid. L.L U N back full width of framing CBS Use #8 gun nails at 4"o.c. at panel edges have crowns not less Staples shall P and #8 gun nails at4"o.c. at panel top and General contractor to check all drawings for errors and ommissions and o n shall n n I „ g Q Q� than 4 and engage not t a 3/ bottom and 6 o.c. in field � g g bran them to the attention of the architect riot to starting an work, or g P g Y LL J hr strands f lath and than three St a ds O ordering any materials of the respective division of work. If such errors the wood framing members ==_ N Min. 1 1/4" embedment +� �__� ;:-•;::;:•;:;:I;;: , and ommisslons are not reported in writin to the architect, any resulting w penetrateg u, a. at Windows and min. THRESHOLD NOTE writing to less than 3/4" The fasteners must _=__=- = w w e damages or costs shall be born entirely by the general contractor. J J penetrate the wood framing members --- - ° ° =XAA. t 1/2" embedment at P g C a 0 4 a sl. gl. doors �Oco At egress door (see floor plan) the max. hgth: Cr) Architect is not responsible for the s method or means of not less than 3/4" Fasteners shall be = ___ = construction. �0 c.� •a of the threshold shall be 1/2'" c p contractor z 7 o.c. max. .0 � o E Window Flange Secured =____-_ o bo c d °, n: 0 o.5 W� °.. General contractor into keep the site in aclean and safe state throughto wood framing as per _J1 /2' drywall R manufacturers recomen- _-___ oo v out the course of construction. On building turnover, general contractor to REVIEWED FO dations ---- o R c corner bars at beam clean all surfaces so as to be free of dust, grease, stains, scuffs, etc. 8" x 16" C.M.U. WITH CELLS FILLED _=_--_- CODE COMPLIANCE -- (outside. only? (2) corner WITH GROUT & (1) #5 VERL Wood Frame bars at footing (min.) '.':.r::.• DOWEL Wall P Unless otherwise noted; the installation of specified hardware shall $T. L OUNTY . . TYVEK Building wrap - - conform to the manufacturers instructions and standard practice. BOC revision O P T. 2 x 6 AT (3) SIDES OF ..... at wood frame locations 3 OPENING, FASTEN TO BLOCK ... ...: a;Mrcxa-. -----= '"` n,. vert. dowel la stucco finish peed wt All plans and drawings are not considered complete until they have been X AS NOTED. __=_=__ _ '- wall reinforcing, all ail corner bars to be the _- 'n. aps ai" (min:) grout same ere, number, and reviewed and approved by the St. Lucie County Building Department w t DOOR SIDES =__- __ ___ _ perimeter caulk spacing as honzontial bars _____ =s.: -. ,.. •,.• _ filled cell 1/2" x s" REDHEADS WITH MIN. STEP 2=______ _ __ ___ ___ m footing, beams, and walls and the building permit has been issued. _ _ _ 1/4" max. struct. shim --`_--- - - Attach pa. bucks 2" x 1 /8"WASHER 12" FROM ENDS Apply Vertical Peel & == """'-"'=' AND 24"o.c. MAX. Stick Fashing over == ===- ?: with 8d coil nails at caulk Flange. Extend flashing __ ____ :;... „„,_-- 12" o.c. - drawn DOOR HEAD back full width offraming { EXTERIOR CEILING&SOFFIT NOTE I _______=_;:zA;arm •.:n:: r.;:., ; r::;s�. attach as per z 1 4" x 2 3/4 TAPCON$ STAGGERED _______'___ __ ==_ =- Typ. Alum. window g 7/8 Stucco finish over 3/8 high ribbed galy. wire lath fastened to a.i. ___.r" -__ _-------._......._... manufacturers o _=_ ___ _=_ framing members with No. 11 ua a nails with 1 3/4" embed. with 3/8" 24 o c :^•.....-^..... ^• jamb or sliding glass product approvals g g checked o=s.==am„=:: _:::::__---- dia. head 6 o.c. max. edges to be tied and nailed at 9 o.c. Provide one si ___ ___ _- - - __________ doorjamb _>�:�_�._:""".:.::."""�-- �:..���������� layer of 15# felt to framing riot to install wire lath. r» gas ---------- ------------................ , o OR 5/8" x 6" Redheads with _-_,___ :::::.-.______.:._.:::•:::::•::•::.::.- ::.:.::::.:.:. o Y g p In av�__=_c=====__ ::::::.=====vvam=sew.ac:ev.�::•::.�.�:::::.�:.-.:.�.� �:::.�.�. date ________ Min. 2"" x 1/8' washer 12" from -"""""""" STEP = - :.-:::_.:.:::::: 5/7/21 ends and 28'"o.c: max. OR ••-••••• � NOTE: Method of attachment and. .Gunable sealants shall comply with 1/4" x 1 1/4 min. embedment Wood Frame scale spaced at 7 1/2"o.c. with 1" O.D. 1 Wall waterproofing procedures are the ASTM c 920 class 25 grade or INTERIOR WALL FRAMING NOTE Apply Sill Peel &Stick 6" same at poured concrete sill. greater for proper joint expansion as noted washers spaced bottom anchor and contraction so' la job number Fxtend over Flange. FILE COPY at 1/2"" from bottom of 2 x 6 Extend flashing back Coat Bucks with DryLock Waterproofing Interior non bearing walls to be 2 x 4 studs 24"o.c. I- 20085 and top anchor at least as high full width of framing after they have been installed and Chaulked Spruce, Pine, Fir (SPF) #2 Grade lumber or better as the door opening. or metal studs (25 Ga.) Crimper may be used in sheet lieu of screws. Window & Door Flashing Detail at CBS Wall A-6 Garage Door Buck Detail Frame Wall Window Flashing Includes Buck Attachment Method Garner Reinforcing Detail Electrical Load Calculations Electrical Notes 2419 Living S.F. at 3 VA 7257 watts Two 20 Amp Appliance Ckts. 3000 watts One Laundry Cir. # 1500 watts 1500 watts One Cook Top 8000 watts One Dishwasher & Two Disposal ra 1500 watts each 4500 watts One Microwave (P2000 watts 2000 watts One Water Heater # 4.5 kw 4500 watts One Wall Oven 8000 watts One Dryer # 5 kw 5000 watts One Ref. # 1500 watts 1500 watts Two Baths a 1500 watts each 3000 watts Well Pump 2000 watts Total 50.257 watts First 10 KVA at 100`0 10,000 watts Remainder at 40% 16,103 watts Total 26,103 watts One AC Heat at 100% 10,000 watts Total 36,103 watts 36,103 W / 240 V = 150.4 Amps Use 200A Service Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified 1. All loads to be checked 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 load requirements only 4. All conductors to be copper; all insulation to be THHN. Conduit as follows: PVC below ground, Rigid from underground to service box for exterior lights on building; AC, MC, or EMT conduit elsewhere. 5. Ensure min. 36" clear between equipent and disconnects, Typical. 6. Protective ratings shall comply with NEC 110-9 & NEC 110-10 7. Ensure panels have main disconnect at meter pack per NEC 230-70—A-1 (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2" galv. conduit Panel: 200 A.M.C.B. 200 Amp I e, 3W 40 Circuit Panel 120/240 Volt disc. 5/8" dia. x 10'�1 long ground rod Site copper water pipe 1 (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2 galy. conduit Wall F.P.L. service `(if overhead service) 0 (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2" gals. conduit F.P.L. service (if underground service) tie ground wire to footing repairs Electrical Riser Diagram ELECTRICAL LEDGEND lO RECESSED LIGHT WITH LENS 0 EXTERIOR & WET LOCATIONS SURFACE MOUNTED LIGHT FIXTURE TF— a SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE O RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN O EXHAUST FAN OUTLET DOOR CHIMES bTHERMOSTAT 0 SMOKE & CARBON MONOXIDE DETECTOR DUPLEX OUTLET - SWITCHED -+* TELEVISION DUPLEX OUTLET TELEPHONE 220 V OUTLET yr SWITCH O PUSH BUTTON THREE WAY SWITCH -W D DIMMER SWITCH NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46— A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI. TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS Electrical Plan Jcale: V9 = I —u V Q. (n [Y CV 00 cz O LU Itt C'') �,, N b.0 lIJ i LO 00 .0 � _0 d r Q 0 J LL N N .� � � U Z a O (� LU > U_ rr L`) a) LU V J Q� Q 0LO LU � 'Zi- It py, = L. o (0 z 00 I..L C.)o fY N r~ _ Q fW v (� 0 M LU U Z LU 0 U co LU _O A J 0 U bB J LL LLJ CU In J J REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY drawn 51, checked s.l. date 5/7/21 scale as noted job number 20085 sheet A- 7