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HomeMy WebLinkAboutApproved PlansFile Copy , 24' 22' 14' 1 8,_2" 3,_7„ 1t._9„ 6'-8" 7• 7• 8" x 12" framed drop cover with paper back L-1 25 s.h. L-1 25 s.h. Egress wire lath and stucco L-3 35 s.h. Egress Egress header by framer a a o 0 0 Xt Covered > r o ° Porch m ° 12'-8" o i in p2._ 10, z .. 7_9„ ' 8'-1" (Stucco) cing, from FFE C I 3GIass16 Fixed � L-1 25 L-2 Master Bedrom M i �, Bdrm. 2, ' o s.h. 8'-1" Cln & 12" Coffer ❑ FL-1 O p Q 9068 s.g.d. O I 8-1Ceiling b Tile ll CTile eiling N_ I Tilee Bdrm. 3 I m CO,Cafe 2668 II o 36ixed 16 p 2 8'-1" �oO ntry 10'-1" Ceiling aq Temp Glass Obscure B a . 28g8 Cing. Tile 8'-1" 0 0 -1 a Cing. — — O 36" x 16" N 2'-3•• 2'-7• 5'-7 1/2" 2'-2" 21'—s" 12 5'-6" 3'-4" 3'-10.. Fixed Glass U), - ❑ a 4' 2' 2 x 4 frame -_ �Cb rye O wal 34.5" tall N in Family I I 22.5 x 36 m 3' —1 1/2" 10'-1" Ceiling I I Access -----_-_--_- Tile 4LEIB 8''Ceiling Space aver Aicro onge oM ❑ ISabove Tile Tile � Circula ion to I dwOutside B ^ rm . 4 M o Tile 10'-1" Ceiling 25 s.h. Egress Kitchen a' -a" o" ❑' 10' 2'I-4" '-6" 9'-10" S-4 7/2" 12" N 6`-8" 7'-1" L-1 < M a. n 8'-1" a I Ref. B a I Cing. Tub Un6i 24 s.h. •00 13 wit rline Tile < a a Temp. 0 Ba 0o ro 24 1/2 x 24 1/2" R.O. Frame down N s m o r I -� F �rame�Sown ❑DO ILn m R.A.G. Header I Soffit as 2868 Temp. Enclosure 2"Tall wall With framed TUB N a� w I N a. 2) z x 12 per I I Bldr. Specs 9 P ❑ L-1 m 8'-1" lal I Header II a M rblEncllosueree PP Cing• Tile d=J 8'-1" m II Load Brng. ❑ 36 x 16" Fixed I,_IFood Cing. I D I I D i n i n g c l l Wall Temp. Glas Obscure I 1 vent thlu (z z x 12 L �eader o LI a 10'-1 Ceiling -0-0 10'-1" ❑6 ro HB Location to be determined Electric -� = N m Tile 0 01 I Cing.Office 011 �- m N M O 7 7❑ u oo E=11 a 10'-1" Ceiling Underground Service Panel o� w h N UN ° I I Tile Load Brng. II O O O O HB 1 Wall II H32 s.h. I 10' ---- s s" 3 1o'-e" Egress Frame Down m I I Bollor 11 Soffit as per Bldr_�ecs__ tc Access Load Brng. °r I I with wit Ladder Wall 0 -E�_ O O � ❑ O � � � 25 s.h. O 00 I I 25 s.h. L I Garage ❑ I r7 � rn> O I 1 ` 8'-1" cing. from FFE I I I� to o I I I N Light Fink Attic Storage Above 1 1 E I 11'-1" CI g. x - N 1 0 o o----- ----- a 0 I � M 1 Stucco Finish 3" 3" 3'-6" ao I p 1/2 35 s.h. 1/2 35 s.h. El IE 0 0 =3/4-4'-6 3/4" 2' 7' 2' 4'-6 3/4" 6-7 3/4" 5'-1 5/8" 11'-0 3/4" 5-1 5/8" V-1 1/2" 1t' 10'-2 1/2" 4'—:" 4'-2" 21'-4" 30'-4" 8'-4" Floor Plan scale: 1/4" = 1'-0" FIBERGLASS SHINGLES ON 30# ROOFING FELT OVER 19/32" C.D.X. PLY4 SEE CONNECTOR SCHEDULE 12 PRE ENS. WD. TRUSSES 24"c.-c. ALUM. DRIP EDGE ON 2 x 6 P.T. FASCIA WRAP WITH ALUM. VINYL VENTE PROVIDE "CASTCRETE" PRECAST LINTELS ABC ALL OPENINGS TWO COAT STUCCO FI GRADE min. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILiIY OF THE CONTRACTOR OF RECORD TERMITE TREATMENT REQUIRED ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHOC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED R30 BLOWN INSULATION Scope of Work ABOVE LIVING AREAS p 777-71 Single level CBS single family residence �-1/2" CLNG. .• BOARD 1 \\_(1) COURSE BEAM BLOCK WITH (1) #5 REBAR AND FILLED WITH GROUT 8x16x8C.M.U. WITH #5 VERT. DOWEL IN GROUT FILLED CELLS 1 x 2 P.T. FURRING 24 -R9 CORE FILLED INSUL. AT LIVING AREA 1/2" GYP. D.W. FIRESTOPT i00# CONC. FOOTIN TH (2) #5 REBAR 4" 2500# FIBERMIX CONC. OVER OnS VAPOR BARRIER SEE FOOTING ON CLEAN COMPACTED, DETAILS TERMITE TREATED FILL Typical Wall Section scale: 3/4 = 1'-0" WINDOW SCHEDULE MARK M.O. SIZE TYPE REMARKS 25 37 3/4" x 63" Singlehung H32 s.h. Egress 27 1/4" x 26" Singlehung Safety Glass 35 54" x 63" Singlehung 36" x 16" Fix. Glass Transom 37" x 17" Fixed Glass OBS Glass 24 37 3/4" x 50 5/8" Singlehung Safety Glass 1/2 35 27 1/4" x 63" Singlehung All windows to have white frames, colonial grilles (see elevations) Clear, Low E DOOR SCHEDULE OExterior Doors ❑ Interior Doors Size Type O Double 3080 FG Smooth Finish with Dead Bolt O16' x 7' Overhead Steel O 9068 Sliding Glass Door ❑7 2868sc asonl a asslque style with weatherstrip & Threshold ❑8 2668 Masonite "Classique" style H.C. 2868 Masonite "Classique" style H.C. 10 4068 Masonite 'Classique" style H.C. Bifold 11 1668 Masonite "Classique" style H.C. 12 2868 Masonite 'Classique" style H.C. Bifold 13 2668 Masonite "Classique" style H.C. 14 2668 Masonite 'Classique" style H.C. Bifold 15 4058 Masonite "Classique" style H.C.Bipass Building Code 2014 Florida Building Code: Residential 2011 National Electric Code Desian Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: N.A. Wind Speed: 160 MPH (3 second gusts) Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficient: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Area Tc b u l a t 10 nHESE PLANS AND ALL PROPOSED WOSK Living 2 310 ARE SUBJECT TO ANY CORRECTIONS G a r a g e 444 TREQUIRED BY. FIELD INSPECTORS THAT Porch 176 MAY BE NECESSARY IN ORDER TO Entry 66 COMPLYWITH LL�i)PLICABL CODES. Total 2996 a is n'-I$iO\ ST. LUCTF Cot -,"'TV rtt TT D"'; n ItEYIEVI'1 D FO` tM itaVlE�i Bl' DATE L �I 17 PLANS D PET011T MUST BE KEPT ON JOB OR NO L\SPECTION WILL BE MADE. Cast in Place Sill or Tie Beam Option In the event that the precast products are damaged in the field cast in 5'-10) place sills and tie beams may be used (not to exceed Ty ical cast in place tie beam to be a min. 8 x 12 with two 5 top and two #5 bottom. Safe Load Table Notes Installation Notes 1. All values based on minimum 4" nominal bearing. Exception: Safe loads for uhfllled U lintels must 1. Instgqllation of U lintels must comply with architectural andstructural drawings. be 7duced by 20X if bearing length is less than 6 1 2'. 2. U lintels can be field cut to the required length. 2. N.R. = Not Rated 3. Cast in place concrete may be provided in composite 3. Safe loads are superimposed allowable loads. U lintel in lieu of concrete masonry units. 4. One rebar may be substituted for two #5 rebar in 8 inch U lintels 4. The exterior surface U lintels installed in exterior concrete masonry walls shall have a coating stucco in ASTMC-926 only. accordance with er applied or other 5. All safe loads in units of pounds per tinier foot. approved coating. 6. All safe loads are based an simply supported span. 5. Concrreteete masonry, unite used in composite U lintel shall be laid in a runng bond. running 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530, 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1/2" long notch at both ends to accomodate vertical calf re reinforcing and grout. �b 8F16-1B/1T 5 n 7 5/8/8 " Lintel Type Designation Cast Crete Lintel Schedule Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 psi with maximum 3/B 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 All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAMTY LOAD APPLIED GRAOITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS L-1 4'-6" 6113 1273 2724 590 81`16 1T/lB L-2 10'-8" 1366 864 798 281 51`16 1T/1B L-3 5'-10" 4360 1325 2093 628 81`16 1T/lB L-4 3'-6" 6113 150 3574 47 81`16 1T/lB L-5 4'-6" 11809 200 5379 60 BF32 1T/1B 7'-6" 3685 2011 3508 60 BF24 1T/1B 5'-4" 10127 268 4924 226 BF32 1T/1B j8L-6 8'-4" 346 150 1811 47 BF241T/1B 17'-4" 1326 200 520 60 B201T/1B Min. Beam depths shown, beams may be Increased without cement At Lirltels 30" deep or larger, provide (1) #5 vertical rebar at 24 o.c. along length of lintel 1 L L r L CY CY C'r CY C U) U) Cl) U) U O d cn Co u \ [O C M - Z C"I c 0 M m w = ¢ o 2!:H J (D d LLJ 0 d 0 o U CO '� rn o p 0 N d 0 O 0 �v Z c v M vu v1 �w � lz �� NLL F'F� oar Z z s W � a U 00 © V 1 Al, c (U ° C m r v v1 v� � � o -� GL N Ln I C C C m �U_ LE Lr C 00 L5 Q) C U � � a u Ln -I- C C J Li N Q � C � Q cL J cQ CO O OI� o LL O E N C7 0 a- o �3 a� w +, U'1 c c o ` - 3 v53 = C o c 0 � U C L' W I L,., W Z � Q CD Cc) 4" 250, a conc. p Foundation & Footing Plan scale: 1/4" = 1'-0" F-1 16" x 16" mono. footing with (2) #5 rebar cont. 4" 16" 16" MONO. EDGE FOOTING F-2 16" x 16" mono. footing with (2) #5 rebar cont. and curb 8" 4" to 6" 16" 16" CURB FOOTING AT GARAGE F-3 16" x 16" mono. footing with (2) #5 rebar cont. see Ian 4" 4" 12' 16" STEP FOOTING F— 5 8" x 8" thick edge with (1) #5 rebar cont. 8" 8" PATIO EDGE F-6 Recess 4" at Shower 8" 4" 4' e" 16" 16" TYP. SHOWER RECESS F-7 16" x 16" mono. footing with (2) #5 rebar cont. 4" 12 16" INTERIOR BEARING FOOTING file Copy GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4" thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage Concrete shall have at minimum compressive strength of not less than 2500 p.s.i. All 90 deg. 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 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 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.f. 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 discrancy to sugmest the soil may 6e Inadecuate, he must immediepately 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. 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. 3" v.t.r. 2" v. t. r. I I I I �� 1 1/2" Plum bin \\\\\\oPWI j I IM4S�//ii ;0 * .660 0 fir._ s 0 to sewer Plumbing contractor to provide a system water hammer & shut off valve at each fixture Insulate all hot waier lines 1__) � I� � I� cr o dr CJ o (n U7 (n (/� N o � cD cD c0 rr r\ co rn � <r rn Z N N O QJ M m Q w = � U J J U CD r` 6 s \ � U � w 6 \_ 21 3 N O u �ZLn F a m Cz Lu LLJ a ui o CC o W U� E� U_ F F r Z z h AIAPzLn u' i00 ®� v�mo c, � m o � o C:&x C11) o44 U1� ¢tia0. . O. i"M I I 0 o o m \_j o ❑o e u7 U 0 I (D .LD z f� a N Q J z 0 �; � W U _o J Q a_ Q z 0 0 O 0 N O O � o � W W w cn 4 � 3 � Y E o a� c o c o c0 cn wCD Q z O c o Front Elevation scale: 1/4" = 1'-0" Right Elevation scale: 1/4" = 1'-0" Left Elevation scale: 1/4" = 1'-0" ��` ' GSM! i� � t S� V M u i l Zi�:11 tucco Lap Siding L�]L-]L�I Rear Elevation scale: 1/4" = 1'-0" 0' Ridge Vent 10' Ridge Vent Stucco Bands, - 11'-1 ff 10'-1" T.O.B. 8'-1" Window 6f_8ff Head F_F.� 0.00' cco Lap Siding 6" Scribed Smooth Stucco Bands, Typ. Wind Zone - Roof Plan Wind Zones - Walls Gross Wind Pressures End Wind Trib. Zones - PSF Zone Speed Area 1 2 3 4 5 <10 s.f. -25.3 -44.0 -65.1 +27'7 +27.7 -30.0 -37.0 160 20 s.f. -24.6 -40.5 -60.8 +26.4 +26.4 4 ft. mph -28.7 -34.5 50 s.f. -23.6 -35.8 -55.3 +24.7 +24.7 -27.1 -31.2 100 s.f. -22.9 -32.3 -51.1 +23.5 +23.5 -25.9 -28.7 500 s.f. +20.6 +20.6 -22.9 -22.9 Gross pressures are for windows, doors, framing, roofing, and other building components and cladding. Roof Zones: 1 thru 3 Wall Zones: 4 and 5 File Copy \GENSF ® r 00. 6 ^STATE OF� ; 41 L L L L L O CCY O O O U) V7 U7 U) U) o � co co co r- co M CN Z N N 0 m Ckf w Z U W J a:: J CCD a_ U � v _ \ � o � w 2' 3 O O O 1 l.! Z z T U1 v_ C M to ¢ V C w z O LL Z F ^ N Z N z Cv u AJ �F a w PIAN .4 z- U a � N ©` v)cmo �x Um :� C\I �a I i 0 o o m \� I Ln o Ln C Ln UCD 0 cD Rd A) co a- Ln Ln o I N O J w f.4- V / z 0 o J 2 J w LLJ J QO \< W O I OJ E N 0 a_ L y-+ c � o N 48 = E o c o o � L U Q N 4J z o GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underloyment (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. 19/32" plywood 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 project conditions 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, erection, 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 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 P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 1/4" DIA. TAPCONS WITH 2 1/4" EMBEDMENT INTO C.B.S. SET A 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 "STRUCTURAL" SHIMS DURING DOOR INSTALLATION WOOD AND/OR CEDAR SHIMS SHALL NOT BE USED. SHEATHING NAILING NOTES Nailing Pattern Zone 1: 8d at 6"o.c. field & 4"o.c. edges Zone 2: 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 Bid or larger ring shank with Min. shank diameter: .113 Min. Length: 2-1/2" 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 fastener from any manufacturer Wood screws meeting the same size requirement may be used in lieu of nails without comment Nailing 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 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 6"o.c. max. edges to be tied and nailed at 9" o.c. Provide one layer of 15# felt to bottom of framing before installing lath. INTERIOR WALL FRAMING NOTE Interior non bearing walls to be metal studs (25 Go.) 24"o.c. Crimper may be used in lieu of screws. 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: 1 1/2- 1 1/2" 1 1/2" 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" 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 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. 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: 2500 p.s.i. 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 p.s.i. (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 oil 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. 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. THRESHOLD NOTE At egress door (Entry Door) the max. hgth. of the threshold shall be 1/2" Wall and ceiling finishes shall comply with 302.9 of the 2014 Florida Residential Building Code. Wall and ceiling finishes shall have a flame spread index of not greater than 200. Wall and ceiling finishes shall have a smoke developed index of not greater than 450. Insulation shall comply with 302.10 of the 2014 Florida Residential Building Code. Insulation materials shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450. Gypsum board materials shall comply with 702.3.1 of the 2014 Florida Residential Building Code. Gypsum board materials shall conform to ASTM C22, C475, C514, C1002, C1047, C1177, C1178, C1278, C1396 or C1658, Adhesives shall conform to ASTM C557. Ceramic the shall conform with 7D2.4 of the 2014 Florida Residential Building Code. Ceramic tile shall be installed in accordance with ANSI A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 and A137.1. Fiber —cement, fiber mat reinforced cementitious backer units, glass mat gypsum backers or fiber reinforced gypsum backers in compliance with ASTM C1288, C1325, C1178 or C1278, respectively, and installed in accordance with manufacturer's recommendations shall be used as backers for wall tile in tub and shower areas and wall panels in shower areas. 8" x 16" C.M.U. WITh CELLS FILLED WITH GROUT & #5 VRT. ...r... DOWEL P.T. 2 x 6 AT () SIDES OF [U/1 OPENING, FASTEI TO BLOCK AS NOTED. DOOR SIDES j 1/2" x 6" REDHIADS WITH MIN. 1 I 2" x 1/8"WASHR 12" FROM ENDS I AND 24"o.c. MA) I I DOOR HEAD 1/4" x 2 3/4" APCONS STAGGERED 24"o. c. Garaae Door Buck Detal 90 DEGREE HOOKS OVERLAP 25" MIN - HORIZ. TIE BEAM STEEL SEE WALL SECTION FOR STEEL REQUIRMENTS POURED CELLS WITH (1) # BAR CONTINUOUS FROM BEAM TO FOOTING Chance in Bond Becm Ele 1 1 4 hnttnm rhnrd hrnrinn 24 rr truss 10'-0" Bottom Chord Lateral Bracinc corner bars at beafTt — (outside only) (2) corner bars at footing (min.) vert, dowel lapped with wall reinforcing, all laps 25" (min.) in grout filled cell II fi------- all corner bars to be the same size, number, and II I spacing as horizontial bars in footing, beams, and walls i � I I I I I —___— — Corner Reinforcing Detail typical concrete Typ. Arch Header Framing TYPICAL FOR 1/2 ROUND TRANSOMS Grout filled CBS cell with #5 vert. rebar 8 x 16 x 8 CBS Exterior Wall 1 x 2 PA. 24"o.c. see wall section for insulation type gyp. d.w. See Connector Schedule Pre Eng. Wood Trusses 24"o.c. (2) 2 x 4 top plate continuous Provide (3)-2x4 Studs Below Girder 2 x 4 studs 16"c.c. 2x4 Blocking mid height 2 x 4 p.t. plate fastened to foundation with 5/8" x 6" wedge bolts 24"o.c. use 1/8" x 2" washers x 8 p.t. plate anchored bove with 1/4" x 3 1/4" apcon screws at 12"c.c, nd 6 at ends. and on ides with (4) 1/4" x 3 1/4" apcon screws. c.d.x. plywood on side and bottom nail as per struct. notes simpson "sp4" fastner at each stud (6) 1Od Typical 2 x 4 stud bearing wall ¢, tpson „sp4„— feaFi stud r top & bottom ate' (6) 10d -2 x 4 p.t. stud fastened to filled cell with 1/4" dia, (2) 2 x 4 top plate x 2-3 4" long topcon CONTINUIOUS ® 6" rom ends & 24 o.c. 2 -x 4 Full height Cont. Studs 16"o.c. Brng. Wall Attachment Detail scale: 1 1/2" = 1'-0" (2)2x4 top plate sp4 16"c.c. (6) 10d nail (2)2x12h bond togethe with 16d at I 4 at every stud th (6) 10d nails p& sole plate (2) msta18 (14) 10d nails :) 2 x 4 studs pla�e P.t. Brng. Header Detail Roof Trusses 24"o.c. Flash and — Counter Flash (2) 2 x 4 Blocking 2 x 4 studs 16"c.c. 2x4 Blocking mid height ]File Copy Top Plate to Truss with (1) MTS18 with (7) 10d to plate and (7) 10d to truss simpson "sp4" fastner at each stud (6) 1Od 1/2" D.W. ---1 ll f \\ F-7 L- -----J Interior Brng. Wall /Roof Trusses 24"o.c. simpson "sp4" fastner at each stud top & bottom Two Stage Brng. Wall c Q a� E aj U D_ 0 a> Ca co 0 > h 0 cli h y a 0 z w 0 0 a. w 0 c� z 9 m o: d 0 0 U) a' c o m a iu E tZ E L 0F 0r 0F CY 0r N N V) V) CD u7 C-0 r M M Z CN N O M m w U Q zcmr- U w J J CaO d CU 00 c 0 \ U uD rn o p 0 o 0 0 0 Y in rn 3:cr- aT d o �Zw 0 U �� M Uwe � Z ZLu �cc Woo O NC6 H z n Zy Z az n �4 Q� r` LL Z V W v6 a M� _ R g u // z m w o (A ►ram N 00 ��y� MV 0O �. C% M M x �m 44 M V)V1 o � � a J. M. 1I s N o �P1' STATE OF �\ r1) I 0 o m \U o W Q 00 � � U o I CO i .2 o CV CD I J w M z o O j w U U J U LL_I � o 0 W o N 0 Ci O .16 a� w to z c c W o LiJ _ C/' o c o C) V, Z � o File Copy PRODUCT APPROVAL Approval Glass Building Rated Product Rated r e el n esrs n`iTs rsue FL#: 17499.2 S.H. Windows 185 SH MI Windows and Doors Nonct I p See attached product approval and installation instruction See Elev. + - / 60.0 FL#:15349.10 Fixed Window 185 PW MI Windowsand Doors ImpaNon ct See attached product approval and installation instruction See Elev. +/- 60.0 FL# 15332.8 Sliding Glass Door SGD 430 MI Windows Non Impact See attached product approval and installation instruction See Elev. + - / 40.0 and Doors FL#:17184.19 Swing Doors Fiberglass Builder's Hardware NA See attached product approval and installation instruction See Elev. + - / 45.0 Plastpro FL#:16546.4 Overhead Door 73W6 Clopay NA See attached product approval and installation instruction See Elev. +36 / -42.0 Approval Product Model Number Manufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures FL#: 1956 Roofing Heritage Tomiko 1 1/4" Roofing Nails with 3/8" dia. head (6) per Shingle Vult: 160 mph Vult: 194 mph FL#: 7006.1 Roofing Cambridge IKO Ind. 1 1/4" Roofing Nails with 3/8" dia, head (6) per Shingle Vult: 160 mph Vult: 194 mph Ply Gem F Channel to CBS with cased hard nails T "Ion or Stub Nails .097" dia. 5/8" FL#: 17673.1 Soffit Vinyl I n 24"o.c. min. 1 1 roof nails wit 8" di s anks and SIB" head See Elev. or st I s wi on e s n 1 1 dia. ac ai hem. FL#: 12856.2 Storm Panels "Safety Edge" Town and See attached product approval and installation instruction See Elev. +/- 54.0 Storm Panels Country — — _ — _ — — — — _ — — — — — — — — — — — — — — — I I I I I I 6/12 I I I I 6/12 I I I I 6/12 I 6/12 I 6/12 6/12 I 6/12Roof I I I I I Crke 6/12 6/12 _ _ _ 6/12 I Ty 6/12 C.H. I I _ I I I 6/12 I Roof Plan scale: 1/8" = 1'-0" pre -manufactured roof trusses 2'-0" o.c. ) min. 3/8" continuous bead of caulk (back bedding) behind buck to prevent liquid passage -ywall cieling a set flange in continuous ° ° galvanized metal track or bead of caulk across the Q top plate entire face of buck ywall both sides X s metal studs or 2x4 wood spaced 024" o.c. StUCCO finish perimeter caulk board (typ.) Attach p.t. bucks with 8d coil nails at 12"o. c. galvanized track or 2x4 Typ. Alum. window i p.t. bottom plate jamoob or sliding glass dr jamb - .hick concrete slab (2500 psi) with fiber mesh over vapor barrier over clean compacted termite treated soil TYP INTERIOR NON LOAD BE4RING WALL SECTION J"=1' SCALE MGT W/5/8"0 v ALL THREAD ROD AND (22) 10d 10'-1" (3) 2x4 STUD BELOW GIRDER 2x4 BLOCKING ® MID HEIGHT DRILL AND EPDXY ALL TREAD ROD IN CONCRETE B04G GRDER BEARING DETAIL Single Stage Framing CBS Min. 1 1/4" embedment at windows and min. 1 1/2 embedment at o ° ° sl. gl. doors d NOTE: Method of attachment and waterproofing procedures are the some at poured concrete sill. Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction TviDical Window 8c S.G.D Includes Buck Attachment Method 1 /2" drywall -1/4" max, struct. shim caulk attach as per manufacturers product approvals Jamb Detail at CBS Wall DESIGNED TO MEET THE REQUIREMENTS OF FBC 2014 SECTION R703.8 ' FLASHING" Alum. window frame 3/8" continuous bead of — caulk (back bedding) behind shim to prevent liquid passage 1/4" struct. shim set flange in continuous bead of caulk across the entire face of buck perimeter caulk — stucco finish Gunable sealants shall comply with r ° ASTM C 920 Class 25 grade or ° greater for proper joint expansion and contraction precast conc. sill corrosive resistant Tapcon concrete Brews installed as specified in window manufacturers product approval M Typical Precast Conc. Sill Detail n 0 n � � o v o 0 Z z w 0 U a w 0 Z 9 � m 0 EL 0 0 I % o a a � L L r- L Cd Or 01 6 6 cn (n LO v) cn o d cn co cn Z N N 0 m w U Q U w J o C) J C'J a- U 0 r` o - U 0 0 0" o Y rn y c O o Z p v Nm a1 c.� w W a W o c W U n O da� LnLL zE- Z U Z z V11 �u >K �w ° i x © �.cilmo M o °gym x co as Z N 0 .a ti o 'T, �a I 0 0 m \� o o J 00 U 0 Q °J d 61 `o 1 N o Z Q J .Q CD J w U J Q a. n o p Q E I— N d c N p 3 �j = (n E o c o o 'S U Ln W Z � W a-- 5/8" dia. x 10'— long ground rod (3) (1 #2 0 (THW) copper and #4 ground (THW) copper in 2galy. conduit (3) #2 0 (THW) cop er and (1 #4 ground (pTHW) copper in 2' galy, conduit Wall `F.P.L. service Panel: 200 A.M,C,B. 1 /o, 3W 40 Circuit 120/240 Volt 3/4" copper) \I water pipe \� g II tie ground wire to footing rebars Electrical Riser Diagram Electrical Load Calculations 2190 riving S.F..-at 3 VA 6570 VA One 20 Amp Appliance Ckts. 1500 VA Laundry 1500 VA Dryer 5000 VA Dishwasher 1200 VA Range 12000 VA Ref. Circuit 1300 VA Total 29,070 VA First 10 KVA at 100% 10,000 VA Remainder at 40% 7,628 VA Total 17,628 VA AC Heat at 100% 18,000 VA Total 35,628 VA 35,628 VA / 240 V = 148.45 Amps 200 Amp Existing Service Smoke detectors wired to 120V Bathroom lights Non Switahable, 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" duct to soffit 3" du to soft Meter Location to be Determined Underground Service( HI Bdrm. 3 Prewi,e% D \ _ 1 Ba.2 Ing. , n _ `�Prewire�' Bdrm. 4 /Bdrm / �lPrewire�, RE .,Prewirq,, 1V 2 wp Fan &Light \ Porch aster Bedropm 1 1Prewire/- P �Prewlrg,, '')Cafe CO/SD - - I Fan & Light Family — L------� Iabove Kange Circulation to KitchenOutside I r ;t TUB B a wLn I I \�/ I IID I Electric efl Panel r-----7 w:n. I Attic Access) I with Ladder O /PC In Attic / I Cin. / Recpttt9n Garage Electrical Plan scale: 1/4" = 1'—C' I Dining ,.� Prewiry., r — — —I \ `4� J 1 ` I Ac2 2.x36 Access T 1 l & / Lrn firs r rl i / I I � 1 1 gfi Ma. Ba. I II V II II l I Prewire Office I I II I i I I I I I I I I ELECTRICAL LEGEND RECESSED LIGHT WITH LENS ® EXTERIOR & WET LOCATIONS T SURFACE MOUNTED LIGHT FIXTURE ---41 SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE �===. UNDER CABINET FLUORESCENT FIXTURE LF� RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN WITH LIGHT OPTION CARBON MONOXIDE O SMOKE DETECTOR EXHAUST FAN OUTLET a CARBON MONOXIDE � THERMOSTAT DETECTOR =cc DUPLEX OUTLET — SWITCHED ® DOOR CHIMES =or DUPLEX OUTLET SMOKE DETECTOR Me 220 V OUTLET -1`9- SWITCH [vN TELEVISION �y w THREE WAY SWITCH PH TELEPHONE p DIMMER SWITCH El PUSH BUTTON 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 0 w duct soffit fan/light combo 4" duct to soffit J. \�\\'Zi GE IV i No. ®. STATE OF Q c� ORID..ONAL N s N � ° o z w 0 0 a w 0 c� Z m W o EL 0 0 VSI \ Ll 01 o a ;q v C5 cr ci C5 0 (nU)UlLOV) o CO m co M CO Cn Z CV (V 0 m w = � z > ¢ O w �O J CD IZ CU \ u � w 0 0 o a Y a Nam? n a- o ~ U m 0 0 � O Li �Z� VM N U w ti Z w_o cc W U W LL ti a N �zFN z �Lu �w 3° Y d. C= M cm 0 oIm x _ Um a a I 0 O m \ LJ � O 00 L0 i O N O Co z Q JLr)2 LLi IYJ J Q J Q J w U J QO NU r _ U 0 W J � 4 O� CU CU 'c +J N C � a� � o 3 d 2 (n a`: c o v z w o � O NOTE: ATTAC IN FIEF BEARII FRAME Truss Plan scale: 1/4" = 1'-0" ?41 mi _. Connector Schedule Truss Bearing Point Truss Uplift Connector ID Qnty. Connector Fasteners Uplift A01 1 922 HETA20 1 1810# (9) 10d x 1 1/2" 10 904 HETA20 1 (9) 10d x 1 1/2" 1810# *All othe trusses to CBS ALL <1000 HETA20 1 1810# (9) 10d x 1 1/2" *All other ALL trusses to Frame LINO MTS18 1 1000# (14) 10d Valley Suppporting Framing (4) 10d Trusses <250 # VTCR 1 370# valley Tri I I r (3) 10d x 1 1/2" *FOR GIRDER B04G SEE SHEET A-5 FOR DETAILS 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 spec's. 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 HI13-9. Other specs, if different from above, have priority. Provide one stud for each girder ply at each Brng. point File Copy ff C3 O ONI-7- Orco co cncn o � co co m r` m rn Z CV N CD m � _ ~ cD Z Z U w J 0,f o- a J QD d O c° fi 0 \ � U U7 � N 0 v r —? 41C.tn z Uwe U W cc d U J LL �/�O F V 1 Z z z z '0 71AV W 3 a 00 U 0. y 00 © C/i C) O U h OO CID 0 0� 73 N Co + a. ti o r7 I I 0 o o m \ I u7 o 00 LO � U 0 I CO L -d .L co a f\ CV CD O J L� -Id- rn Q O_ n _ J W n V, W Of n D � o a E N 0 L = Cn E (emu C o O L C� U) i w Z � J w o oLn 4' 22' 14, 7'-9" B,_2" S_7" .11_9" B'_B" 7' 7' 8" x 12" framed drop cover with paper back 25 s.h. L-1 25 s.h. wire lath and stucco 35 1.h. L-1 Egress L-3 Egress. Egress header by framer _ o 0 Ell 0 Covered r—----� O ot0 t� t� Porch m o i2._B" ❑ in 10' 40 2' 2 - 'P 7 -9" 8'-1" (Stucco) cing. from FFE fj I m Sh L-2 Master BedrJfer 36" x 16" Gllass 00 Bdrm. 2� o 2 8'-1" Cln & 12" I O 1 8'-1" Ceiling Q l7 I Tile a 9068 .s.g.d. 8'-1" Ce ling Tile I " I I m I o Bdrm. L-1 ❑ t�o�'Q �a�F� p �(` fro \d. \� 1a \���6 m � I II 2668 � I. I ❑6 v 1. I II I Cafe o ��, xed x 16" Fixed 3iF O �o�� ��x` I ntry 10'-1" Ceiling , p B a. CI a Temp Glass Obscure 286 Tile 81tpc11{v 4t( L — — L "' ® '-3" 2'-7"iil� 12" 5'-6" ❑ 3L-1 ass 16.. 61xed • a -- ��/ eb �� 4'-2" 2 x 4 frame g' wall,34.5" tall Family 22.5b m 10'-1" Ceiling 1 A Access 1/2" ------ --- -- - e----- 3_ Tile - I l 8`-1" Ceiling Tile rod Space above aver ange Aicro 0 m I I Tile 6I ❑ �� 0 cula on to dw I 4 n �j L-1 \0 l B rm . 4 o Ile 10'-1" Ceiling N ��. e Tile 25 s.h. Egress I,q c h e n I: 4'-B' 0" -4 A -1 101 O 1 2,lk-4" g_t0" d' V-41/2" 72" L_1 0 I " ` a 1" 42 x 6 Tub Uni " 24 Ref. ----- ---- ---- ff LD Cln 9' o s.h. m I 13 N w'"terN TII `w a s 0 Temp. M ❑ Co Ba o I ' �Ln --_ 00 24 I/2 x 24 R. F down N o G. 1of� de II __—\ _—_— Soffitei�own 2868 as 2"Tall wall With framed KI d Tem p Enclosure TUB Ii w I N (z) 2 i I I per Bldr. Specs Q �� Enclosure FL 11 g'_1"� Cing. t IaI I Header II Load Brng. a M rble Capped 36 Fixed �R�Til ti r':FFront 8'-1 ao I I� ILoad I Cing. I I �b Dining I; wall 0 Temp. GlassO Obscure `�' i vent thou L_ IroofJ ( 1z1 - ea or. c p �CFr` 3 I I .rk 10'-1" Ceiling °o Iul 1 " 10'-1" a ClnOffice HB A- Location #o be determined pl f m Tile mi I g• D g{A cFn OO — Electric Panel o� N o=II N 10'-1' Ceiling Underground Service HI Load Brng. �� w.h. .o L` I �to�'i I Tile 0 O O HB Wall I I ��tgft 10' ---- 6'-6" 3' IV-5"11 6._B.. 11'-5" Egressh. I I Frame Down I I" I Bollar II Soffit as per Bldr.-Specs m Attic Access Load Brng. - L-6 with Ladder Wall 101L- _ -- BiI 0 25 s.h. I I I I o Q co I I I I L- 25 s.h. • v l t N �, rn>1 Garage ❑ rt F 0 8-1cng.rom I I I I a n I 01 N Light Fink Attic Storage Above E - - - - - - - - M I- 1 Stucco Finish I 3" 3'_6" 3 _B" 3„ m l I O � I p 1/2 35 s.h. 1/2 35 s.h. 00 El L-4 El El 4'-6 3/4" 4'-6 3/4" 2' 7• 2' 4'-6 3/4" 5-7 3/4" 9'-1 1/2" 11' 10'-2 1/2" 5'-1 5/8" W-0 3/4' 5'-1 5/8" 4'-2": 4'-2" 21'-4" 30'-4" 8'_4•• . Floor Plan scale: 1/4" = 1'-0" FIBERGLASS SHINGLES ON 30# ROOFING FELT OVER 19/32" C.D.X. PL SEE CONNECTOR SCHEDULE 1 PRE ENS. WD. 6C TRUSSES 24"c:�. ALUM, DRIP EDGE ON 2 x 6 P.T. FASCIA WRAP WITH ALUM.--,, VINYL PROVIDE "CASTCRETE" PRECAST LINTELS ABC ALL OPENINGS TWO COAT STUCCO A GRADE �I min. R30 BLOWN INSULATION ABOVE LIVING AREAS �1/2" CLNG. 4 P.T. BOARD \_(1) COURSE BEAM BLOCK WITH (1) #5 REBAR AND FILLED WITH GROUT ,-WITH 1 #5xVERT.MDOWEL IN GROUT FiLLED CELLS 1 x 2 P.T. FURRING 24 -R9 CORE FILLED INSUL. AT LIVING AREA 1/2" GYP. D.W. .T. i00# CONC. FOOTI� TH (2) #5 REBAR L 1/ J 4" 2500## FIBERMIX CONC. - - — OVER 006 VAPOR BARRIER SEE FOOTING ON CLEAN COMPACTED, DETAILS TERMITE Ti2EATED FILL Typical Wall Section. scale: 3/4 = 1'-0" WINDOW SCHEDULE MARK M.O. SIZE TYPE REMARKS 25 37 3/4" x 63" Singlehung H32 s.h. Egrtlss 27 1/4" x 26" Singlehung Safety Glass 35 54" x 63" Singlehung 36" x 16" Fix. Oloss Trofi®am 37" x 17" Fixed Glass OBS Glass 24 37 3/4' x 50 5/8" Singlehung Safety Glass 1/2 35 27 1/4" x,63" Singlehung All windows to have white frames, colonial grilles {see elevations) Clear, bow E DOOR SCHEDULE 0 Exterior Doors Interior Doors Size Type (D Double 3080 FG Smooth Finish with Dead Bolt O2 16' x 7' Overhead Steel 33 906B Sliding Gloss Door 7 2868sc Masonite 'Classique' style with weatherstrip & Threshold 8 266B Masonite "Classique" style H.C. 9 2868 Masonite "Classique" style H.C. 10 4068 Masonite 'Classique" style H.C. Bifold 11 1668 Masonite "Classique" style H.C. 12 2868 Masonite 'Classique" style H.C. Bifold 13 2668 Masonite "Classique" style H.C. 14 2668 Masonite 'Classique" style H.C. Bifold 15 4068 Masonite "Classique" style H.C.Bipass .File Copy,, Scope of Work Single level CBS single family residence Building Code 2014 Florida Building Code: Residential 2011 National Electric Code Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: N. A. Wind Speed: 160 MPH (3 second gusts) 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. Area Tabulation Living 2310 Garage 444 Porch 176 Entry 66 Total 2996 Cast in Place Sill or Tie Beam Option In the event that the precast products are damaged in the field cast in place sills and tie beams may be used (not to exceed 5-10) T ical cast in place tie beam to be a min. 8 x 12 with two P5 top and two #5 bottom. Safe Load Table Notes Installation Notes . 1. Ali values Exception: based on minimum 4" nominal bearing. Safe loads for U lintels 1. Instgllatlon of U lintels must comply with architectural structural drawings. be unfilled must by 20% if bearing length is less than and9ar 1*ced 6 1 2. 2. U lintels can be field cut to the required length. 2. N.R. = Not Rated 3. Cast in place concrete may be provided in composite U lintel In lieu of concrete masonry units. 3. Safe loads are superimposed allowable loads. 4. The exterior surface installed in exterior U Iall 4. One I rebar may be Substituted only. ted for two #5 rebar in 8 Inch U lintels only. � walls h stucco concrete mason ryy walls shall have a coating other applied in accordance with ASTM C-926 or other approved coating. 5. All safe loads in units of pounds per tinier foot. 5. Concretemasonry units used In composite U lintel shall 6. All safe loads are based on simply supported span, be laid in a running bond. Z Safe load ratings based on rational design analysis 6. Shore composite lintels as required. per ACI 318 and ACI 530. 7. U lintels are manufactured with a 5 1e long notch at both ends to accamodate vertical calll reinforcing and grout. . § MV /1 T Onfel Type Designation Cast Crete Lintel Schedule 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 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 1273 2724 590 8F16 1T/lB L-2 10'-8" 1368 864 798 281 OF16 1T/18 L-3 5'-1 a" 4360 1325 2093 628 SF16 iT/iB L-4 3'-6" 6113 150 3574 47 81`16 1T/1B L-5 4'-6" 11809 1 200 1 5379 60 SF321T/1B L-6 7'-6" 3655 200 3508 60 BF24 1T/1B L-7 5'-4" 10127 268 4924 226 8F32 iT/11 L-8 8'-4" 3486 150 toll 47 8F24 1T/11 L-9 17'-4" 1326 200 520 60 820 1T/lB Min. Beam dej)ths shown, beams may be increased without cement At Llrltels 30 deep or larger, provide (1) #5 vertical rebar' at 24 O.C. along length of lintel Ln fn In U) to CJ d- co co co h LO z N Ci 0 I— w CD J 2 O:f Q!� F CD z J 0- W o .CD I— � � v a cp d o U � Y a V) a a CD � rn ~ 3 m ' C ' v G. u `" z g LL1 �CC �" NLL J N Z W N � to z OrdV �C) � LU Z CL / Ln oo m +� a' 00 iim v7 w CC CD GO O (i m x U"' * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER - _ (UNLESS NOTED OTHERWISE) E m a * NOTE: ALL CEILING DROPS BELOW BEAM ARE g o g 3 BY BUILDER (UNLESS NOTED OTHERWISE) s d e d o N d d = 24' 0" 22' 0" 141011 IN FIELD @ TAIL NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO " 6• G a`d a WE BEARING TRUSSES & SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. o = rnL � z FRAME IN CEILING. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE e d o o > > o a N- a STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.Is Ab -=ol REFER TO THE INDIVIDUAL TRUSS ENGINEERING o o e DRAWINGS FOR GRAVITY AND UPLIFT LOADS. 3 d P-1 m Lf] ND In VI ;{m N Ir- •o T QY co roo ao 0o GO Ico 00 oD l� ND Ln �M m ,--I' o y'o`n o `m o 0 C-I rl 1--I 1-i '.N '.t•-I .t•-I o C o o 0 0 0 0 0 o o o o C o a 1, r N - FOR BRACING &ERECTION DETAILS REFER d " s ' - _ 'm "e ° H s v ,L., TO BCSI 03 AND/OR ENGINEEROF RECORD 1 cJ1 _ Film.._ o E = o IS Ab -willsC 3 S F R 1. ('" ., / C 3._ _W. w_. -... d e o REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING " ci-o 5 x n = p o o= w ti N N J7 �. / J7C E A; JUS24 0 TND46 d d r __ „ a _ a v = d C o o v ,772 B; JUS26 J� MSH422 17/ J a= d o 0 THD28MUS26 o N g � o - a „ i. I 1 11 II ' I 11 11 I V .,�, „ - J7C THD28 /..._. 71011 21 QR 21 0D 21 11 21011 21 011 21011 1' 1011 01/2" � OR 2 Oil ; 21 011 21 0D 21 01, 2. a1 f 2 0 2 0 .2 0 2 0 2 0 1 2' 0 2` 01' «� 7 0 _._ —c J� CF THD28-2 N� _ " / _ J:J7C Jus46 c o c ` HANG �' v) H ER BY =3edos=-�1 �, = I 7 O] o L J7 I \ \, j ,. ' J 12 LOADING ROOF FLOOR WIND LOAD T I; ( o LIVE LOAD 20 ASCE 7-10 JSw C' a� dNEdd"— s �- v / 7 N d d e a J °z — s =� e o _ N rJ ,DEAD LpAD 10 160 MPH EXP B „ ; _ E 7 04 V J..,,�m o LIVE LOAD 10* CATEGORY II �` DEAD LOAD 10 ENCLOSED s " as I J7 3 a �- y VQS TOTAL LOAD 40 FBC 2014Zg _ / Y m .. N r �• moo-. N J7 z DURATION FACTOR 1.25 TPI - 2007 N I O I I REV DATE BY REMARKS e If \ u J7 - Is 101" � � ' s .� so.. •- - J � J s II � I � _ =9 7 _ 1� \VH2O ` II _ ' i - —_. � - --/--/---- - — — - � o l-_ _ _ --- - - - - (,Gr' J7 _. B04C VM2 a sW d N� ' ' _ ._.� a i� J VM4 N m T B02 CJ5 / / s E s d E. VM6 y /v. -- -- It is understood that above G T i b - APPROVED =' N N conditions have been reviewed C ' � _ -_ .„ .. ..... k_., > .. .max •.-: x.' j cV . ,!'^ CJ3 &are acceptable B01G fabrication at trusses, ❑ APPROVED AS NOTED c _ _ - / \ ✓� elevations, pitches, overhangs, REVISE AND RESUBMIT _ - = 3 `= a i - \ \ ' \ ' VO4 ' J F C71 faSClp S,Cellln g ` ? z L ' g o o `ev 1 C c TWO STAGE INT. BRIG. 5 - - - - conditions & all b pertaining d " o = a C5 d N WALL TOP @ 8'1" & 10'1"- REJECTED N = N 9 _ " HATCH LEGEND to this truss placement plan. No e ; e o a C04' VOS - - " -- back charges will be accepted d Isis r cv 3 3 1L RECESS without revious written N = e 3 64, Aso `� =,e. / d EW o 6 6 6 6 d J °° p DATEc oa /\ ,� # II approval from an A-1 Roof „ o Trusse Is Is - �J1 f'' /11B m J1 PLAN DATES representative. STRUCT: REVIEWED BY e o o s d 'I C04 �' / / / CO3� / = VD02 �' '�� ' I I I CLG CUSTOMER ASSOCIATED HOMES = a a o / o a�aa"E= N I e c03 8' 111 BRG o D01 °' JOB NAME WILLIAM AND JENNIFER DIAZ o -N a eq 3 „ ad�sE9�� CO2, ca J _- - — 7 -- odd dNa _ - 10'1t'BRG �_�soE c1 OPTION(S) oni --- XRj 1' 1' BRG 's 1 COMMNTY a E O L N C LOT # = o v o o =g CDN C 3 [� CJ3 Go BLDG BL#G d - c > a " 3 0 ` As y=� of JOB # 67641 MASTER' " = " `` 1 _ E m o c E .o 1MAS1/ i � a N � DATE DRAWN SCALE 1 11 II \�� \ , I( �/ .. _ 02/02/2017 2114119 11/2 11101110 21/2 81411 r° i ' RB N.T.S. L 60' 011 Q% . N` �litTt4lfy R9/ P L N 3 w e o m 01e11auvsign" by Anthony TTornno. I 4Y Gy=i � � G o 1 r 11yAt qP'k aysesa Yt PN CN AtM1 YTT ry III'a _ kf = 4 SJ a'•/tea• ! 6 AnN YT. boCa rem8 V ` �yN �.*B£e g'\ C •9 Ij T. TOIT1b0. III P p5 FI Itl EC US NFB L-Fon Z � o •C � Q `o� � '� • ,/� iWn4, yp ppO8+! % Y ae lame nP W^Y_N�A ftunn,nt.. o o rt�. o o m IVa VV sI �� - -dl E01]DE.D3 ppqq zz1 6W O 6 ` d W N �'. FLOR\or (<+�\\y'� °..::_ I r ®*1 lH o u me 3 mT N tjj _ FLOOR ' 0 as r1� 1 RO Q F o o d ROOF 3513.6� H, , d . , - --- �� h = TRU55E5 _ : Y N o .E FASCIA 282. ., e o _ iss o, .a.•.���w HIP LINE 212,5 n �A�'e'" -------- AFLORIDA CORPORATION a = n MMi®`� VALLEY LINE 84 0 0 SERIAL 4: � - Ph 772-409-1010 / Fax 772-409-1015 E� > •� o s � s ` SHEETING AREA UNDER VALLEY TRUSS[S AND a+ S o p oa v WARE MATERIAL NOT INCLUDED 313 BC K2 2?.0 G() {}0: A'C2 aT DF'', `" http://www.a 1 truss. com BLDR TO VERIFY CALCULATIONS An' 24' 22' 14' 7'-9" 8'-2" 3'_7" 11'-9" 6'-8" 7' 7' 8" x 12" framed drop cover with paper back L-1 ❑ 25 s.h. L-1 Egress wire lath and stucco L_3 ❑ 35 s.h. Egress g header by framer Egress El Ell llilPilOFT 0 FE 0 Ell IF±1i0 El Covered > r o ° Porch °° 1 0 12._6" El0' 0 2' 2R_ „ ,,_9,. 8'-1" (Stucco) cing. from FFE —1 25 L-2 Master Bedro M 36" x 16" Fixed Glass B d rm . 2� s'h' • ° 8'-1" Cln & 12" Cof er o ° ° • ° O3 9068 s.g.d. El I 8'-1" Ceiling O I Tile 8 -1„ Ceiling r Tile N I Tile i Bdrm. 3 R Qq 61 L-1 • ° T1 6(o� °° a I 12668 8 1 II ❑ Cafe I ° 36° x 16" Fixed ° 8'-1" ntr 2 10'-1" Ceiling , I Temp Glass Obscure B a. 2868 Cing. I I Tilg 8'-1" []s rorb L------� a Cing. h . 36" x 16„ 2,_7, 5--7 1/2" 2,_ 125•_6 y_2,_3" 43_10 Fixed Glass D g ryrb dw 1 1 2 x 4 frame Family I 22.5 x 36 ° wall 34.5" tall I Access a• 'r 10'-1 Ceiling I 1 ~ N 6. II N Tile _� .�� un 4 - El M O p 81e 1" Ceiling above ange icro ❑Di The °? Tile I6 6 to 10'-1 Ceiling ( Circula on L-1 r6 Outside I II n 0 � Tile B� rn. 4 11 I N 25 s.h. Egress Kitchen 4'-8" o^ -a" -1 I� 0' 2'�4" 5'-01/2" T-31/2" 3'-41/2" 12" 6'-8" T-1" I L-1 M a. _ 42° x 6 a I Ref. i Cing Tub Uni Ba. 24 N N inter Tile a e a Temp. p ___------� — 00 DO 24 1/2 x 24 1/2" R.O. Frame down 9 r 1 -m - Temp. R.A.G. Header �ameisown p• B a 3 I ; Ln I I Soffit as per 2868 Enclosure 2"Tall wall With framed TUB . w N z) z x 12 „ al II Bldr. Specs I� Enclosure L-1 .0 8_1 IQI I Header II Marble Capped 36" x 16" Fixed - Cing. Tile dTr�on� 8 -1 m I I Load Brng. * ° INILoad l Cing. ___ ,_ _, _11 _ __ _ Wall Dining Temp. re Obscure I vent rhra (2 2 x 1 0 11 „ L_ g II OO 0 10 -1 Ceilin 05 10 -1 < - HB Location to be determined _� eader - a N m �1 1 M Cln 0 O a e N- m - Tile �, of I 9• M 00 Electric 7 N 10'-1 Ceiling 0=11 Underground Service Panel oc0°o 0l w h 11 Tile U O L` • Load Brng. v 11 0 t7 O Wall II I10' ----- 6'-6" 3' 1o'-e" Il 6'-B" 11'-5" L-4 Egressh. I I I Bollar II 1 Attic Acc®ss Load Brng. N ❑O" I with Ladd@r Wall p O 0 0 O O O 1 ❑ 25 s.h. 25 s.h. I I �v Garage o I I 0 1 L I N Q) > J t N L- a 8'-1" cing. from FFE ❑ I I I I o r- I 0 3 N Light Fink Attic Storage Above E 11'-1" CI g. AI E _ s I M F / I I Stucco Finish 91 3" 3" 1 1 3'-6" 3'-6" in ° I I � p 1/2 35 s.h. 1/2 35 s.h. cc 4'_6 3/4" 4'-6 3/4" 2 7' 2' 4'-6 3/4" 5'-7 3/4,. 5'-1 5/8" 11'-0 3/4" 5'-1 5/8" 9'-1 1/2" 11, 110'-2 1/2" 4'-2" 4'-2" 21'-4" 30 -4" 8'-4- Floor Plan scale: 1/4" = 1'-0" FIBERGLASS SHINGLES ON 30# ROOFING FELT OVER 19/32" C.D.X. PL SEE CONNECTOR SCHEDULE--N PRE ENG. WD. TRUSSES 24"c ALUM. DRIP EDGE ON 2 x 6 P.T. FASCIA WRAP WITH ALUM. VINYL VEN PROVIDE "CASTCRETE" PRECAST LINTELS ABC ALL OPENINGS TWO COAT STUCCO FINI GRADE 41 min. 12 A R30 BLOWN INSULATION ABOVE LIVING AREAS \-1/2" CLNG. 1 x 4 P.T. BOARD FIRESTOP 1 (1) COURSE BEAM BLOCK WITH (1) #5 REBAR AND FILLED WITH GROUT 8x16x8C.M.U. WITH #5 VERT. DOWEL IN GROUT FILLED CELLS 1 x 2 P.T. FURRING 24"o. R9 CORE FILLED INSUL. AT LIVING AREA 1/2" GYP. D.W. FIRE TOPT i00# CONC. FOOTIN TH (2) #5 REBAR I L — — — J U" 2500# FIBERMIX CONC. POR BRIER SEE FOOTING ONECLEAN, COMPACTED, DETAILS TERMITE TREATED FILL Typical Wail Section scale: 3/4 = 1'-0" WINDOW SCHEDULE MARK M.O. SIZE TYPE REMARKS 25 37 3/4" x 63" Singlehung H32 s.h. Egress 27 1/4" x 26" Singlehung Safety Glass 35 54" x 63" Singlehung 36" x 16" Fix. Glass Transom 37" x 17" Fixed Glass 08S Glass 24 37 3/4" x 50 5/8" Singlehung Safety Glass 1/2 35 27 1/4" x 63" Singlehung All windows to have white frames, colonial grilles (see elevations) Clear, Low E DOOR SCHEDULE QExterior Doors Interior Doors Size Type 0 3080 w/ (2) Sidelites FG Smooth Finish with Dead Bolt Non -Impact Glazing O2 16' x 7' Overhead Steel O3 9068 Sliding Glass Door ❑7 28683C osoni a assfque e e with weatherstri & es old ® 2668 Masonite "Classique" style H.C. ❑9 2868 Masonite "Classique" style H.C. 1� 4068 Masonite 'Classique" style N.C. Bifold 11 1668 Masonite "Classique" style H.C. 12 2868 Masonite 'Classique" style H.C. Bifold 13 2668 Masonite "Classique" style H.C. 14 2668 Masonite 'Classique" style H.C. Bifol 15 4068 Mosonite. "Classique" style H.C.Blpassll File Copy 0 0 Scope of Work Single level CBS single family residence Cc Building Code 0 2014 Florida Building Code: Residential 2011 National Electric Code Design Loads Or (n Or N CY Cn CY N Or N Roof Live Load: 20.0 p.s.f. o d Floor Live Load: N. A. Wind Speed: 160 MPH (3 second gusts) ZO CV ON Wind Importance Factor: 1.0 CD Building Category: II Wind Exposure: B a Internal Pressure Coefficent: .18 Structure Designed: Enclosed u, Soil bearing capacity: 2000 p.s.f. z Q 5) it > ¢ o 0- 2-- W O Area Tabulation Living 2310 U Garage 444 \ 3 Porch 176CD Entry 66 Total 2996 Y 2 N a a CD CD 3 0 0 � FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #54 SF 17 1Lr & Well # Date:2/Zz /- Reviewer: Qv— CG Cast in Place Sill or Tie Beam Option In the event that the precast products are damaged in the field cast in dace sills and tie beams may be used (not to exceed 5'-10) Typical cast in place tie beam to be a min. 8 x 12 with two #5 top and two #5 bottom. Safe Load Table Notes Installation Notes 1. All values based an minimum 4° nominal bearing. 1. Instgllation of U lintels must comply with architectural Exception: Safe loads for unfilled U lintels must be r ced by 20X if bearing length is less than and/or structural drawings. 6 1/24.. 2. U lintels can be field cut to the required length. 2. N.R. - Not Rated 3. Cast In place concrete may be provided in composite 3. Safe loads are superimposed allowable loads. U lintel in lieu of concrete masonry units. 4. One r I rebar h U be substituted for two #5 rebar h 8 inch U lintels only. U lintels installed in exterior 4. The exterior surface walls stucco concrete masonry walls shall have a coating other applied in accordance with ASTM C-926 or other 5. All safe loads in units of pounds per linier foot. approved coating. 6. All safelooda are based on simply supported span. 5. Concrete masonry units used in composite U lintel shall be laid In a running bond. 7. Safe load ratings based on rational design analysis per A9l 318 and ACI 530. 6. Shore composite lintels as required. 7. U lintelsare manufactured with a 5 1 long notch at ds to accomodate vertical cell/reinforcing and boththends grout. \ l weir 8F16-1 B/1 T a Lintel Type Designation Cast Crete Lintel Schedule Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 pal 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 All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD SEAM SPECS. L-1 4'-6" 6113 1273 2724 590 BF16 1T/1B L-2 10'-8" 1366 864 798 281 8F16 1T/113 L-3 5'-10" 4360 1325 2093 628 8F16 1T/1B L-4 3'-6" 6113 150 3574 47 8F16 1T/lB L-5 4'-6' 11809 200 5379 60 8F32 1T/1B L-6 7'-6" 3685 200 1 3508 60 81`24 1T/18 L-7 5'-4" 10127 268 4924 1 226 8F32 1T/1B L-8 8'-4' 3486 150 1811 47 BF241T/1B L-9 17'-4" 1326 200 520 60 820 1T/18 Min. Beam depths shown, beams may be increased without cement At Lintels 30 deep or larger, provide (1) #5 vertical rebar at 24 D.C. along length of lintel �z x � r7 z .dv:�N LU �cl� 0 U N /ALLAnj Fi.., ... � Z llV W 3 i 00 © U)cc o LTo� J =—� O a� Ca � N ro C ti 4 Cn � � Fr Q a° I O O m W O LO O U I d .2 c-n � a-(V J IL- IM Q __r-_�J O LL J J W CD J U O im o LL N E a CL Q) a> Cn cn C 'T7 �o 3 = cn E O `)a i c O = �R: o U (r, W Z W Q O 'Cr) CD