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Home My WebLink AboutBuilding PlanRear Elevation scale: 1/4 = 1'-0" — -- t Elevation Front Elevation scale: 1/4"" = 1'-0" 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 linier 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. #5 rebor at top ai (U req'd. N quant, of #5 rebar at bottom of lintel F= filled grout T t a— C.M. . N width l 1 E ,° in = 8F16-1 B/1 T cmfgroed aatcrat° J J Intel 7 ':e eer°at bottom ity nominal rgebar et t°#5 heigth p 6"'Nominal Lintel Type Designation Flat Conc. Tile Roofing over "Peel and Stick- underlayment on 5/8" c.d.x. plywood fastened as per nailing schedule -� Provide Metal Channels at Hip and Ridge locations to Support Cap Tiles Spray Foam _ Insulation per Energy Code 10'-0". � O.B. 1/2" d.w-/ 1 x 4 p.t. Firestop Two Course Perimeter Beam with (1) #5 Rebar Filled with Grout each course 1 x 2 p.t. furring strips 24"O.c.-� over 3/4" Insul. Board 1/2- d #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 0.00' �---T--.E. 0 M • F-1 Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field cut 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. 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. 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 Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by Others See Connector /-Schedule 12 Galy. Drip Edge over 1 x 3 p.t. 5 2 x 8 Cedar / Fascia Stucco Soffit over High Ribbed Wire Lath Fastened to Trusses, Provide (1) Layer of #15 Felt on Trusses under Lath Provide Venting at Entry Area 8x16x8 CMU Typ. Stucco Finish over Concrete Block. #5 Vert. Rebar with 10- Hook and 30" Lap. Tie to Vert. Rebar In Cells Grade 18" x 16"" 3000# Cont. Conc. Mono. Footing with (2) #5 rebars cont. Typical Wail Section c I Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 930 s.f. Area Tabulation Living: 750 Entry: 180 Total: 930 Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: 40.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: 11 Wind Exposure: B Internal Pressure Coefficent: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Scope of Work New One level CBS Single Family residence Building Code 2020 Florida Building Code: Residential 2017 National Electrical Code: NFPA 70 Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index Total Cubic Insulation Flame Spread: Not to exceed 25 Volume: 7,749 C.f. 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 Rehar to ha ##5 rrnrlP Rfl min MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-2 3'-0" 8974 167 5591 100 8F24-1B/1T L-3 4'-6 3123 167 4292 100 8F24-1B/1T L-4 6'-4- 2177 502 1340 315 8F12-1B/1T L-5 4'-4" 8060 1597 4409 1126 8RF22-1B/1 3480 167 1880 100 81`16-1B/1T 1370 297 519 375 8F16-1B/1T Min. Beam depths shown, beams may be increased without comment At Lintels over 24" deep, provide (1) #3 vertical rebar at 24"o.c. along length of lintel 1 T-84" L-4 Coonn d. 9 60" x 20" Fix. Glass E E v.t.r. water line -- O Ref. O Range & Exh. Hood 10 0 T-2"" 6'-8„ - 3,_2„ 3, 7,-7„ Kitchen 41 10'-0"" Cing. 10'-0"" d Cling. b�, i E ❑ cc I r -� 1 I ❑, co —_-- --__a-- cV � ---- --`�— 00 I Temp. Glass W on 42" Tall N Walls L — I E 2 x 4 Frame 34.5" Tall 2880 I 22.5 x 36 14 Pocket 2880 Attic s.h. I— Living I Access Rm. alL-2 10'-0" Cling. & 12"" Coffer E Master Bdrm. I N 25 10'-0"" Ceiling s.h. I — . I I O ° ' L-3 E Electric I "" 16'-9 Fireplace HB � �� ,M E 14 I— s.h. HB — — — — — — — — — ❑ n L-2 ^N E E E E E E E L-525 L=0"'COCODEntry L-3 s.h. Egress 10'-0"" Cling. L-6 from F.F.E. o I I I io E ❑-------- ------------ ❑ ❑ ❑ ❑ I ❑ E I E E------------- ------- E❑ Floor Plan scale: 1/4" 1'-0" %n 0) Lul z et *0 - LL In � Cc U) LLI i ° D I 00 LO LL N fl- a../ nn� 6 U z ILIJ aD > 0 0 CC a� ls- Ir, C) LLa tti n CCj C :)cli oa ( LL LIJ 0 r- V Q 00 M r ,-CEIVED St. Lucie Cour>, Perm:•"... C 0 UJ ® O� 0 D ai m i ro .�. J Lu06o 0 cU 0 ED F- '' CD M rn 0 date revision 4/22/22 Plan Review Comment Updated Building Code Edition drawn s,. checked J. date 1/14/22 scale as noted job number 22005 sheet A-1 Flat Conc. Tile Roofing over "Peel and Stick- underlayment on 5/8" c.d.x. plywood fastened as per nailing schedule Provide Metal Channels at Hip and Ridge locations to Support Cap Tiles Spray Foam _ Insulation per Energy Code 10`0" T.O.B. 11 '-4$ 1 /2" d.wJ 1 x 4 p.t. Firestop Two Course Perimeter Beam with (1) #5 Rebar Filled with Grout each course 1 x 2 p.t. furring strips 24 o.c.—\ over 3/4" Insul. Board 1/2- 1 #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 - \ 0.00' 0� I E. 0 M • F-1 Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by Others See Connector Schedule Galv. Drip Edge over 1 x 3 p.t. 2 x 8 Cedar Fascia Stucco Soffit over High Ribbed Wire Lath Fastened to Trusses, Provide (1) Layer of #15 Felt on Trusses under Lath Provide Venting at Entry Area 8x16x8 CMU Typ. Stucco Finish over Concrete Block. #5 Vert. Rebar with 10- Hook and 30- Lap. Tie to Vert. Rebar In Cells ItI Grade 18" x 16" 3000# Cont. Conc. Mono. Footing with (2) #5 rebars cont. Ty icaI Wall Section Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 930 s.f. Area Tabulation Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: 40.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficent: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Scope of Work New One level CBS Single Family residence Building Code 2017 Florida Building Code: Residential 2014 National Electrical Code: NFPA 70 Living: 750 Entry: 180 Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy Total: 930 Flame Spread Index & Smoke Developed Index Total Cubic Insulation Flame Spread: Not to exceed 25 Volume: 7,701 c f. Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supercedes All Previous Site Plans for OSTDS#.S�-SW--- �2L-i0�'Jr11 96MIF 0,16 �. �� .�•.• it Ri,aht Elevation Left Elevation scale: 1/4" = 1'=0" Floor Plan scale: 1/4" = 1'-0- Rear Elevation scale: 1 /4" = 1'-0- U 0L :3 o U) cv rn P�am, `./ C") Ci LL LO U) Q00 e LLJ C] L a. I o00o J � N _< ai U L LLJ u > 0 Cl _I va o LLJ Ds m � 1� f) O QC LL LLJ �) ® qd w U) (/) O LLJ H U) LL] w LLJ C7 all si checked .A. date 12/12/2020 scale as noted job number 21072GH sheet A-1 gfi R soffit + Flood mount Light _.ectrical Plan scale: 1/4" = l'-0" ELECTRICAL LEDGEND {10 RECESSED LIGHT WITH LENS r4 EXTERIOR & WET LOCATIONS i SURFACE MOUNTED LIGHT FIXTURE I) SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE FED] RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN O\�V\ EXHAUST FAN OUTLET ® DOOR CHIMES THERMOSTAT SMOKE & CARBON MONOXIDE DETECTOR DUPLEX OUTLET - SWITCHED -I+ TELEVISION DUPLEX OUTLET .0 TELEPHONE 220 V OUTLET -yr SWITCH El PUSH BUTTON _t/ THREE WAY SWITCH -.yln DIMMER SWITCH NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F ALL 120V SINGLE PHASE 15 8,20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFOL TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS ALL LIGHTING TO BE L.E.D Electrical Notes 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. Ensure min. 36- clear between equipment and disconnects, Typical. 5. Protective ratings shall comply with NEC 110-9 & NEC 110-10 6. Ensure panels have main disconnect at meter pack per NEC 230-70-A-1 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 3-Nipple with (2) sets _ paralleled 1/0 THHN Cu. Service 01 wp 1f gfi Flood � soffit Light mount Electrical Load Callas FORMWORK & SHORING No structural concrete shall be stripped until it has reached at least 80% of 750 Living S.F.at 3 VA g 2,250 watts the 28 day design strengtn. Two 20 Amp Appliance Ckts. 3000 watts Design, Erection, & Removal of all formwork, shores, & reshores shall meet One Laundry Circuit 1500 watts meet the ACI Standards 347 and 301 Exhaust Hood 800 watts One Ref. 1500 watts Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for Range 8000 watts approval prior to pouring concrete. One Microwave 2000 watts One Disposals 1500 watts SOIL STATEMENT: One Bath 1500 watts Foundation has been designed for a soil bearing capacity of 2000 p.s.i. Detached Garage 1500 watts Fill shall be laid in layers of 6-. Each layer to be compacted to 95% compaction. Total 21,550 watts If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may be inadecuate, he must First 10 KVA at 100% 10,000 watts immediately report it to the owner and the Architect or Engineer so as to order a soil boring test. Remainder at 40% 4,620 watts Total 14,620 watts GENERAL FOUNDATION NOTES One AC Heat at 100% 8,000 watts Concrete shall be a minimum of 4"' thick over clean, compacted, Total 22,620 watts termite treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 6" x 6'" 10/10 WWM provide 1" coverage 22,620 W / 240 V = 94.25 Amps Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i. c Use 125A Service 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. 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. 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 150A 150A 125A Disc. C. Disc. O O O #1/0 Cu GEC 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. 2 v.t.r. 1 1/2"Conduit with (3) 1/0 THHN Cu. (1) #6 Green 125A 150A Fel#1 0A Sub Panel 30 Ckt. Ckt. to Guest House Panel #2 I_ 1 1/2"Conduit with (3) #1 THHN Cu. (1) #6 Green 1Q Nipple with (3) 1/0 THHN Cu. (4) #6 Green Cu. 2O Nipple with (3) 1/0 THHN Cu. (1) #6 Green Cu. Main Residence Guest House Nipple with (1) #1 THHN Cu. (1) #6 Green Cu. Service to be 350 Amp 120/240 V Residential Service Ammended Riser to include: Main Residence Load Cafes: 217.0 Amps Guest House Load Calcs: 94.17 Amps Total: 311.17 Amps Build Service to be 350 Amps 5/8" dia. x 8' CU clad ground rod &CUwater places) M pipe ground (Typ. 2 places) House Elec. Riser Diagram Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot water lines Plumbing Riser Diagram PLUMBING NOTES: O F-1 O O O O F-1 O o o o co O F-3 O C4 N I `v �n 'v 0 El T-2" 10'_8 t 3'-7" 0 M I O N N I O F-1 4" 3000# FIBERMIX CONC. OVER .006 VISQUINE ON CLEAN, F-1 COMPACTED TERMITE TREATED Q ih FILL 0 0.00' Assumed F.F.E. M 1 'v See Civil Drawings for the established F.E.E. SE in F-2 O O FIRF-2 R O 0 O O -4„ F_1 6'-10"" 6'-11'" F-1 00 , 1 'v o �t o O❑ F-1 ❑ ❑ F-1 ❑O ❑o 00 0❑ to sanitary system Foundation & Footin_ s scale: 1 /4" = 1'-0" 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. Plan F-1 I F-2 16- x 18" mono. footing with (2) #5 rebar cont. 16" 18" x 18" mono. footing with (2) #5 rebar cont. 4:' 4" 18 10"" 18" MONO. EDGE FOOTING F-3 Recess 4" at Shower 4„ 4„ 4" Reber TYP. SHOWER RECESS STEP FOOTING comer bars at beam (outside only) (2) corner bars at footing (min.) — vert. dowel lapped with wall reinforcing, all laps 30- (min.) in grout filled cell all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls Corner Reinforcing Detail U e.-.a Q. o w L, ' R UJ ZLL M bO N U � • � w 0 N it LO 00 0 J V' r n Z Z n � w > � O In LIJ M VJ ICU F_ ¢ CTJ LO I+ `O N LW r CD O i tp00 r 00 z O W N r � Ix fir` v 00 T 0 VJ LU N r -J mLu R (4 0 03 ZE y4) L M w 0 r drawn S.I. checked s.l. date 1/14/22 scale as noted job number 22005 sheet ' n . .,n_4µ„ STRUCTURAL NOTES: All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 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 1- concrete cover, or as follows: BOTTOM TOP SIDES Beams: 11/2- 11/2" 11/2" Slab on Grade: 1 1/2- 1" _ Structural Poured: 3/4" 3/4- _ Poured Walls: _ _ 3/4- Slabs exposed to the weather 3/4" 1 Reinforcingsteel shall be detailed and fabricated in accordance ab cated acco da ce with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures"" and the current -ACI Building Code 318" All structural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved seperating 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 (AISC), The Florida Building Code and all applicable local codes. Structural Concrete shall attain a minimum ultimate compressive strength (Fc') in 28 days as follows: Column Footing and Wall Footing: 3000 p.s.i. Column and walls from foundation to roof: see column schedule. All other concrete: 3000 1 Footing sizes and reinforcing are based on allowable soil bearing capacity of 2000 p.s.i. All footings shall bear in virgin soil. 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 drawings by a registered Engineer. (b) Wood rafters to have a Stress Grade of Fb=1200 1 (c) Roof 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 p.s.i. 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 hammer 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, testing, 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 for errors and ommissions and bring them to the attention of the architect prior to starting any work, or ordering any materials of the respective division of work. If such errors and ommissions are not reported in writingto 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 Building Department and the building permit has been issued. EXTERIOR CEILING & SOFFIT NOTE 7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to framing members with No. 11 guage nails with 1 3/4" embed. with 3/8- dia. head 6"o.c. max, edges to be tied and nailed at 9-o.c. 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. THRESHOLD NOTE At egress door (see floor plan) the max. hgth. of the threshold shall be 1/2" BUCK ATTACHMENT NOTES AT DOORS USE P.T. 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 8d CASED HARD COIL NAILS OR "T- NAILS" 4- FROM ENDS AND 12-o.c. USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underlayment (min. ASTM 0 226 Type II) with 4" min. side and end laps, fasten with coorosion resistant annular ring shank nails at 6"o.c. in laps and in staggered rows spaced 12""o.c. in field. If roof pitch is < 4/12 install (2) layers 15# felt. If roof pitch is 4/12 or greater, install (1) layer 30# felt. 5/8" c.d.x. sheathing or equal installed with staggered joints & GI clips, nailed to trusses with 8d corrosion resistant annular ring shank nails spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends. All roof trusses are to be pre -manufactured assemblies provided by a licensed wood truss fabricator with seperate drawings and data prepared for actual projectconditions by a Florida registered professional engineer certified for truss design. Any deviation from the proposed plans 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, erectioi, and fixing of wood trusses shall be in accordance with the specifications contained on the certified mfgr's. drawings and data. All 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 perrritted. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and standard practice. SHEATHING NAILING NOTES Nailing Pattern Zone 1: 8d at 6"o.c. field 8, 4"o.c. edges Zone 2E & 21 8d at 4" o.c. edges & field Zone 3: 8d at 4"o.c. edges & field Pneumatic Nails Pneumatic or mechanicaly driven nails will be accepted under the following conditions Min. nails size 8d or larger ring shank with Min. shank diameter:.113 Min. Length: 2- Min, Head Diameter:.280 Full Round Min. Ring Diameter .012 over shank dia. Min. 16 to 20 Rings per Inch Note Gun nails shall be permitted as an acceptable fastenerfrom any manufacturer Wood screws meeting the same size requirement may be used in lieu of nails without comment Nailina Schedule ROOF & FLOOR DIAGRAM Use sheathing with #8 gun nails at 6"o.c. at supported panel edges and #8 gun nails at 6" o.c. at intermediate supports. ROOF SHEATHING TO GABLE END FRAME Use #8 gun nails at 4"o.c. EXTERIOR SHEATHING Use #8 gun nails at 4"o.c. at panel edges and #8 gun nails at 4-o.c. at panel top and bottom and 6" o.c. in field 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 I' 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. IAI:.-J 7-._-_ 1A!_II_ Roof Wind Zones Ceramic Tile Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 A108.6, A108.11, All 18.1, Al18.3, A136.1, & A137.1. Fiber mat reinforced backer shall be used behind wall applied ceramic tiles in the tub and shower areas and conform to ASTM C1325. Per Durock, cement board exceeds ASTM C1325. Gypsum Note Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047 C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential code. Per USG, Wallboard conforms to C1396. Gypsum Board & Gypsum Panel Products Gypsum board and gypsum panel products shall be applied at right angles or parallel to framing members. All edges and ends of gypsum board and gypsum panel products shall occur on framing members, except those edges and ends that are perpendicular to the framing members. Interior gypsum board shall not be installed where it is directly exposed to weather or to water. Wall and ceiling gypsum board shall be fastened with screws spaced at 12""o,c. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM 01002 andshall penetrate thewood not less than 5/8"" inch (15.9mm) Gypsum board and Gypsum panel products shall be attached to cold formed steel framing less than 0.033" (1 mm) thick shall be Type S in accordance with ASTM C1002 or bugle head style in accordance with ASTM C1513 and shall penetrate the steel not less than 3/8"" to 0.112- (1mm to 3mm) thick shall be in accordance with ASTM C954 or bugle head style in accordance with ASTM 1513. Screws for attaching gypsum board or gypsum panel products to structural insulated panles shall penetrate the wood structural panle facing not less than 7/16"o.c. (11.1mm). Gypsum board used as the base orbacker for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178, C1278. Use of water resistant gypsum backing board shall be permitted on ceilings. Water resistant gypsum board shall not be installed over a Class 1 or Class 2 vapor retarder in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufactuer. Water resistant gypsum backing board shall not be used where there will be direct exposure to water, or areas subject to continuous high humidity. Cold Formed Steel Note Cold formed steel framing supporting gypsum board and gypsum panel products shall be not less than 1 1/4" (32mm) wide in the least dimension. Non Load bearing cold formed steel framing shall comply with AISI S220 and ASTM C645, Section 10. Load bearing cold formed steel framing shall comply with AISI S200 and ASTM C955, Section 8. Wood Framing Note Wood framing supporting gypsum board and gypsum panel products shall be not less than 2"" (51mm) nominal thickness in th least dimension except that wood furring strips not less than I- by 2" (25mm x 51mm) nominal dimension shall be permitted to be used over solid backing or framing spaced not more than 24"o.c. (61Omm) Roof' Fr min n Alum. window frame 3/8- continuous bead of caulk (back bedding) behind shim to prevent liquid passage 1/4- struct. shi set flange in continuous bead of caulk across the entire face of buck perimeter caulk stucco finish � Gunable sealants shall comply with ° ASTM C 920 Class 25 grade or a. greater for proper joint expansion and contraction precast cone. sill 2 x 4 bottom cord bracine corrosive resistant Tapcon concrete screws installed as specified in window manufacturers product approval window sill Typical Precast Conc. Sill Detail Bottom Cord Lateral Braci Connector Schedule Truss Bearing Truss Connector Qnty. Connector Fasteners Point Uplift ID Uplift A08G 16 682 HETA16 1 1810 (9) 10d x 1 1/2" 1 Fly 10 620 HETA16 1 1810 (9) 10d x 1 1/2" All other trusses ALL <9900 MTS16 1 990# 04) 1Od x 1 1/2" to Frame All other trusses ALL <1810 HETA20 1 1810# (9) 10d x 1 1/2" to CBS Valley Supporting Framing (4) 1Od Trusses <250# VTCR 1 370# valley Truss (3) 10d x 1 1 /2' Connector Schedule Developed from the Truss Placement Plan and Engineering from East Coast Truss Company Job Number J43061 Dated 11/9/21 3/8"" continuous bead of caulk (back bedding) behind buck to prevent liquid passage set flange in continuous bead of caulk across the entire face of buck - hilly a a d 4: a d' a a LWM200 Waterproof Coating on the inside of the Jambs, Head & Sill min. 8" M stucco finish perimeter caulk Attach p.t. bucks with 8d coil nails at 12""o.c. Typ. Alum. window _ jamb or sliding glass doorjamb Min. 1 1/4"" embedment at windows and min. 1 1/2"" embedment at sl. gl. doors drywall 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 C 920 Class 25 grade or same at poured concrete sill. greater for proper joint expansion and contraction Coat Bucks with LWM200 Waterproofing after they have been installed and Chaulked Window & Door Flashing Detail at CBS Wall U a Q cV M 00 W Z c7 _I W y� VIA/LU � U � 0 00 ® J lL N Q Oj n Z N d v v W 0 "� fn O W M ui Includes Buck Attachment Method Connector Notes_ Do not substitute connecters U a' ,- Lo C Do not sheath trusses before all straps are in place > W F- ca o V N Attach valley trusses and piggy back trusses, if present, � y I..L. _ FuCO CD Z o c.l to main trusses per truss manufacturer drawing. CW Truss to truss connection by truss company, installed m< 00 Cn per manufacturers spec's. N L� 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. U Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy Of Of °' Provide equal number of studs under girders equal to W N J the number of plys. 0 N Missed Tie Down Strap Note � 00 to ai In the event the Tie Down Strap has been omitted from the LU (n 06 o Layout location, install one MTS18 strap at the proper location. v Fasten with (4) 1/4"" x 2 1/4"" Hex Head Titen screw to C.B.S. J and (7) 10d x 1 1/2" to truss. MAXIMUM UPLIFT 1000 lbs. WH O co rn 0 Product Approval Affidavit Form Category Subcategory Approval Numbers Manufacturer Model Number Glass Type Attachment Method Building Design Pressures Product Rated Design Pressures A. DOORS Swinging FL#: 10597.9 CGI 7700 Impact from corners & 6 "" ""& 10"" from Astragal. Jambs: Head & Sill: 4&below lock &center between 9 1/2""from corners & fi""above the hinges. Use 1/4"" Tapcons with 1 3/4" embed. in concrete. +38.7 -50.0 +/- 50.0 B. WINDOWS Singlehung FL#: 90645 CGI 7100 Impact Jambs: 6.5"& 9.5"max. from corners & 4""& 16.5"max. on each side of the meeting rail. Use 1/4-Tapcon with 1 1/4" embed. into concrete +38.7 -50.0 +60 / -60 Fixed FL#: 9063.7 CGI 7500 Impact Head & Sill: 6" from corners and 7"o.c. Jambs: 6" from corners and 7" o.c. Use 1/4" Tapcon with 1 1/4"" embeded into concrete +38.7 -50.0 +/- 50.0 D. ROOFING Roof Tiles FL#: 7849.4 Boral Tile Flat (Bermuda) Adhesive Set -45.0 -65.2 -102.3 -135.0 Underlayment FL#: 5259.1 Polyglass USA Polystick TU Plus Direct bond to deck drawn SA. checked .A. date 1/14/22 scale as noted job number 22005 sheet A-3 r