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HomeMy WebLinkAboutRevision; Building PlansT .=.',ww .=ty x 2121 1sga71 ( F * Lp Lug. or rovemenr xM76 �ZP.J7 x1959 -lost I- Bank kl"l .-� 4' Woad ad ;;an .19.e1 -- 4' Wood Farce — 10' UBli Easement_ r IYI51 Y S ( A xYLP/ TOP >ZfioP. I i It. 17 k YtIOB -21:60 + 20. ' k A I e ll -TSTY XiA7) is Existing Form Boards See Detail I I 20025 Southern Ator Stables N $ e �oa w .w c 19, m ------------------------"1----471.3'---------------------------- ------------------------- - X ry:�.oa Wa° ;te a"'fix"ate 1 21 I rL IA o .45 r . 1y3� _.. •� h.. }� pl .� a F t I I' 1 .,5 I Top Bank Top. Bank Top Bank — Top Bank Y — -. —warns �. — � T :eau P XiA9e 4° Wood if x10 ,Q 4' Wood RpY. 1 ,^.. r. 4° Wood Retl .... -rosy Wood Rai! _--_____. x 1'sazo Xf R ,r9�- -- O ✓ —v --{}- O ' i 1 -^v v G5= zoos ., Mahar xsr.79 . . — . . Top Bank -.. Tap Bonk i — Top Bank — Top Bank err" v �, /�q), rear xad79 s zairaza I `o kzf.m 1.0 OW Dminoge Easernarl! Bai Dratrka" Easement . I& I I. -,Tali W azN I ( xY157 o i I et j t I 1 i S89"48' 1 1 "W 770, 00' FIR te4942 rim FCM L84942 rvsr LEGEND W � Covered Entry GC - Concrete Pad with Fir Conditioning C6 - Catch ikadn CBS - Concrete Block SYmeturo CAM - Corrugated Metal Ape CPE - Concrete Pod with Pool Equipment art,- Cable 1v saw FEMI Flood Zone data shown here on is based on the visual inspection of the digital Flood a' - "�" Hydrant vane Haz rdous Maps provided b the Federal Emergency Management Agency FEMA and is limited tlr0 - Fro Hiate V 4 P P Y. 9 Y 9 9 Y ) 0/L - orarbead ustr une to he accuracy of such maps. PP - Power Paw SSW - Sanitary Sewer Abnhale Flo V Zone: X Community 120285 Panel #: 150 (Not Printed) Suffix: J, Date: 2,16.2012 iCB - Totephoow Communications BoY Us - UtAlty Bar WM - Wotan Meter FCM - Found 4 x4 Conaete Monument nP - Found J" kon Rpe FMC - Found jj iron pipe milk Cap FIR - Found (5 Iron Rod FIRC - Found /5 ban Rod wRh rap _ WRC - Set /5 ban Rod with Cap '�l_ 7357" # FPO - Found 1/2" ban Pipe with Cop FM - Found Mao NOR - Fit N -Found g Nag with Oink PREPARED FOR: Fit -Found aA FNTi - Found Nos wRh TM rob FPK - Found PK Nall Gtoup One Construction FPO - lihond PK Nag with Disk FRRS - Found Rail Road Spike Charlotte Almore --- /Co - kk Pawmant Cut att& ...,..._,. ,.. . X0.00 - Existing Elevation Prepared For: El. - Elevation Prepared By: Regina C. Kanner, PSMJ4363 BM - Bench Mark Kanner Surveying, inc.. LB#7357 Storm Water Run off direction CHARLOTTE ALMORE St. Lucie Count LEGAL DESCRIPTION Lot_7, SOUTHERN STAR STABLES SUBDIVISION, according, to the Plat thereof, as recorded in Plat Book 53, Pages 24 and 25, Public Records of St. Lucie County, Florida. SURVEYOR'S REPORT 1 This Survey shall not be valid unless sealed with an embossed Surveyor's Seal 2 No underground improvements have been located as part of this Survey. 3 The last field date of this Survey was: 5-31-17, Form Board 5-26-17 4 This Survey was prepared using the Plat of Record only. No other documents were provided and no search of the public records was performed by this office. 5 The Survey shown hereon meets the requirement for field accuracy in a suburban area as set forth by the Minimum' Technical Standards (5J-17.050-052FAC). 6 Left Blank. 7 Unless other wise noted all bearing and distances are in accordance with the record plot` and have been verified by field measurements. See map for bearing base. 8 Parcel/Lot line locations have been based on found survey control along the center line of Southern Star Drive 9 None 10 The Legal Description shown hereon was provided by the client and/or his/her representatives. 11 No ownership of fence tines has been determined as part of this Survey. 12 Off set calls to found survey control are relative to the nearest property corner, intersection of lines, point of curvatures (PC), point of reverse curvatures (PRC) or other identifiable point. 13 Compliance with local zoning requirements and or with requirements set forth by other State, Public, and/or Private entities has riot been verified as part of this Survey. 14 Elevations shown are in accordance with the North American Vertical Datum of 1988 -- oA '�, an 9fiij ?7 •. oye9 A'o 0" —0 of fib. a3 ra• p• o ^. .9j. � T � 1 SOil P' �9 h p V 2�9g �Q r? ry9 h" 9.: • shy PECtil APR 3 0 2018 BY. DETAi od. • 1,r=20, �o RECEIVED APR 2 0 2018 ST. Lucie county, permitting KARNER ZWUYVjY1iN1_T9 INC. Residential & Commercial Surveying Services 2740 SW Martin Downs Blvd.#333, Palm City, Ft.,u990 t Phone: (772)288 7206 Fax:(772)223 d18f lorid WWW.KARNERSURYEYINrINC.COM kamer®coma .n f = I t: Ir 149'-5" 501-211 49'-11 so'-z" 1„ 1„ 1 1, 6' 1- 6'-11 6„ „ 4' 9Z' 11'-llZ" g' 12 5'-7Z„ 10,-11Z„ 5,_5„ „ T-7z" 13'-2z" 8 lg' 11' llZ„ 11 3Z" 12' 11" 6,_72„ CU3 cu 13 0" = 13' 0" PATIOEN ' MG HT, 10' -W g RE B v O EGRESS O EGRESS OS EGRESS 0 ❑• ❑' ❑• p •❑ ❑• •❑ •❑ • ❑• • ❑• ❑' • tiIN D S ❑ OT 12' 31„ 1 '_31„ .. �N PA IO 1c o 2 2 12' 3" 1 '-11" 9,-5„ ❑ MG. H . 10'-0 ^ Tn 11' 0" in = 1511 tiN �O In ❑3 En ° b ❑3 I7 • ❑ 2 ^' NOOK o g BEDROOM 8 �!4 NOOK ^' BEDROOM 9 N o MG. HT. 1a-o' o BEDROOM 5 5 f MG HT. 10'-0' o o B o o MR HT. IO'-a 3' 111" MG. HT. 1a-0' O 'N•I BEDROOM 7 2 N MG. Hr. 1D'-a tiry El CLG. NT, 10' -0' tiN O b il o a .ti .tiIN zQ a .i�N zz'-3g^ O ® o o �� N 5 gal. Water H ter N o ® 1^ 0 s COURTY RD 4IN w Recirculating ump and Pan. E 0 22-3� ® CLO CLO B o^ N PA IO Pr vide Min. 1" rain to e L N N tiN FAMILY ROOM I BATH 2 O N In irect Waste Li a (Floor TH ®J, GLG HT. 10'-0¢ N CLG HT. 101-17 BATH Drain). BAT i FAMILY ROOM a 3 I „ 00 P ° MG. HT. 1a-o I a B H 5 G, 6'_o- a Ar ® ® OR - 50 gal. Water Heater a❑ o� ¢ CLG, HT, la-o' v M ^ w3�� o w/Recir ulating Pump and Pan. Iz X Epin o (� 5" 8" I W.I.C. Provide Min. 1" Drain to W.I.C. I.C. C , ° 4'-B" Indirect Waste Line (Floor ° W� - i `- ® a' B„ Drain). 4,_ „ ®° 0 0 tEal a lz'-31°T z -�� -+ o o c UTILITY ROOME'O ''CLL ; ❑ CLG. NT. la-o o p �, BEDROOM 10„ ti m DINING ROOM El v,11O'-0' W D m aG 1a-o BEDR1000' DINING ROOM ° s P ©F©®W ECLOSETCLG. HT. la-0' !Nl� 000 00 00 00 0 0 E1 0 0 13'-3,• ❑3 ,1„ , 1„ 14 -9Z0-N v i ^x, 14 -3i in v 9 0 0 © 0 %° ° BEDROOM 3 FAMILY ROOM v ry . 9-1 cLG. Hr. 10'-01 ❑ ❑ iHB .-i�N MG. HT, 10'-0' CLG, HT. la-O' rylN 8'-5" 3' „ 8 -lZ 10, ry EatEss 5 E E N 7,_51„ 29' 101" 3' 6" 14' 9" Q M 14'-3" 2 13'-9" 8,_5„ 29'-7„ 0 ti NOTE: WATER HEATER DRAIN N PAN TO BE 1-1/2" MIN. DEPTH AND SHALL COMPLY WITH WATER HEATER 1N RECOMMENDATIONS FOR SIZE. Ln 0% v MASTER a BEDROOM IN MG. HT, IF -a J U MG. HT. la-0' W.I C. I\ /! ® I X I 2X S B LN MASTER BATH O %1 CLG\ 0' 7'- 1 5❑ LIVING ROOM CLG, HT, 11'-0' MG. HT. 11'-0' FOYER MG. HT, la -0' 11 11 im 0 KITCHEN + ~ I CLG. HT. 10' -0' • I �yN CL 10' 6C I I I ko DW OQ I BEDROOM2OCGHTla-0, , ' DINING ROOM MG HT, 10'-W 4 IBEDROOM MG HT. 0'-V ONE IFIN Provide 1/2' g board between resident & gai YP 50 gal. Water Heater w/Recirculating Pump and Pan. Provide Min. 1" Drain to Indirect Waste Line (Floor Drain). 22'-1 IC ❑1 DOOR SCHEDULE MARK STYLE P. NOTES D�HRT +D. ❑1 OVERHEAD 16,-0' B'-a ❑2 DOUBLE EXTERIOR 6'-0' B'-0' (DOUBLE LITE FIR, DRS. ) MAIN EGRESS -DO NOT SHUTTER �3 SINGLE EXTERIOR T-O' 6'-E' FG 6 Panel Door with Weatherstripping and Threshold ® SINGLE 3'-a 6'-8' HOLLOW CORE-6 PNL, 5❑ DOUBLE INTERIOR 3'-0' 6'-8' FOLLOW CORE-6 pC © DOUBLE EXTERIOR T-O' B'-0' DOUBLE LIGHT FRENCH 70 ➢UALE INTERIOR 2'-0' 6'-8' FOLLOW CORE-6 pNL ® SINGLE 11-V V-8' HOLLOW CORE-6 pNE Qg SINGLE 3'-a 6'-B' RATED SELF MOSING ©p SINGLE 2'-V 6'-B' HOLLOW CORE-6 PNE 11 SINGLE EXTERIOR 2, -Er 8-0' FG 6 Panel Door with Yentherstrl pp In and Threshold THESE PLANS AND ALL PROPOSED WORK ARE .SUBJECT TOANY CORRECTIONS REQUIRED BYfIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACH,4jIll ARE THE RESPONSIelLa Op INI CONfAACTOR Ur fitWW ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED TERMITE Mr-AlIVIL RLQU9REU NOTEl ALL WINDOWS TO BE IMPACT RESISTANT SUMIMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE # 66080 et-,� A ev ` z o z z z a Q z o w w w Q Q a w Q z z z Q Q c Q a a a n. 5 w rx a a d N N N a o N N a 0 z O w c4 WIND❑W SCHEDULE MARK TYPE STYLE IZE D. P,- NOTES O PY IXED GLASS 4'—V k-a OBSCURE O SH 25 SINGLE HUNG T-V T-3' EGRESS O PY IXED GLASS T-a 2'-O' ®SCARE ® (2)SH 25 INGLE HUNG 3'-2' T-3' PICTURE WINDOW QS SN35 INGLE HUNG IV V 5' A EGRESS CLIMATE AND GC❑GRAPHIC DESIGN CRITERIA DAMAGE FR❑M WEATHERING -NEGLIGIBLE DAMAGE FR❑M TERMITES -VERY HEAVY CUBIC VOLUME OF THE C❑NDITIONED SPACE 53932 (CUBIC FEET) Scope of Work /dog o08 Single level CBS single family residence ST.LVCC® iit HLI N C RE D F R 0 N Building Code REVIEW DD ATE 2014 Florida Building Code: Residential PLAN . MUST BE KEPT TN JOB 2011 National Electric Code OR NO INS ECP.RTIO\WILL BE MADE• 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: C I)ECEIV Internal Pressure Coefficent: .18 Structure Designed: Enclosed r-n Cn(I hcnrinn rnnnrif.r 9nnn n c f DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED FOUNDATION PLAN 3/16"=1'-0” SCALE NOT FOR CONSTRUCTION „Nab,SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN.J. MASKOL FL PE # 66080 o z z z z g a a 3 a w w o w z z ow z Q Q z Q x m w a a a a O O O O Q N N N N O N N V p z 0 w a F--I Wrl ^ w � FBI W F�+1 W W O a N � N DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED c f'1 r11t I T C I MI A TT /'11k 1 REAR ELEVATION '-0" SCALE TOE. OF BE&" 10'-0" OBSCURE/ ®®®®®®®® FIN f 6" 12' OBSCURE RIGHT ELEVATION MI LEFT ELEVATION 3/16"=1'-0” SCALE 06scuor NOT FOR CONSTRUCTION LOOR0.00' ROOF VENTILATION CALCULATIONS MAIN HOUSE VENTILATION REQ,1 6390 SF x 144 x 1/150 = 6134 SQ. IN, TOTAL VENTILATION SHOWN16038 SQ, IN, TOTAL RIDGE VENTILATION SHOWN1 2268 SQ. IN. MIN. MAIN HOUSE SOFFIT VENTILATION, 5578 SQ, IN. - 2268 SQ. IN. = 3310 SQ. I� TOTAL SOFFIT VENTILATION SHOWN, 3770 SQ. IN, 6"1l2 OF BEAM 10'-0" ---TMrlecow---kL7-6" 13,-0" \M—,$- 10'-0.' 7'-6" on 66 \ML--$�- 10'-0" 7'-6. m u. GENERAL NOTES 1, Construction shall follow 'Ftorlda Building Code' (FBC) 2014, FBC 2014 Residential, FBC 2014 Plumbing Code, FBC 2014 Mechanical Code, FBC 2014 Energy Conservation, and the NEC (NFPA 70) 2011 Edition 2. The Contractor, Subcontractor, Supplier, etc. shall verify all dimensions, conditions at jobsite. 3. All written dimensions on these :rawings take precedence over scaled demensions, 4. Structural features not detailed on these pages will be addressed by the Engineer as construction progresses, 5, Residence located in negIigIbte weathering area, and In very heavy termite Infestation area per FRC 301 STRUCTURAL NOTES 1. Design loads in accordance with ASCE 7-10 2. Soil bearing capacity 1 2000 PSF 3. All structural concrete shall have a minimum compressive strength of 3000 PSI at 28 days. 4. Slab/Footings to be concrete with minimum 2500 PSI compressive strength at 28 days, See plan for size and steel requirements, 5. Minimum concrete protection for reinforcing barst Footings; 3' Beamsl 1 1/2' Suspended Slabs 1' 6. Lap all reinforcing steel a minimum of 48 bar diameters, Grade 40 steel minimum in beams and columns, 7. All Lumber in contact with concrete or masonry shall be pressure treated. 8. Splitting or cracking of structural components due to installation of hardware is not permitted, 9. Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard practice. 10, Bearing points of trusses shall have vertical studs In a number equal to the number of plies of the bearing member when the bearing member Is 2 or more plies unless noted. 11. Unless otherwise noted for exterior walls, exterior plywood sheathing and interior drywall is to be nailed with 10d or better na i is 6' oc edges and 8' o. c. field, or screwed with drywall screws 1:25 Inches long and 0,131 Inches diameter. 12, Wall and ceiling finishes (not Including trim) shall have a flame spread Index of not greater than 200 and a smoke developed Index of not greater than 450,Per USG, i' wallboard has a flame spread Index of not greater than 25 and a smoke developed Index of not greater than 450, 13. Insulation shall have a flame spread Index of not greater than 25 and a smoke developed index of not greater than 450 (not applicable to facings when installed in concealed spaces with facing Installed in substantial contact with the unexposed finish surface). Per Ownens corning, batt Insulation has a flame spread Index of 10 and a smoke developed Index of 10, 14, Gypsum wall board shall conform to ASTM C22, C475, C514, C1002, C1047, C1177, C1178, C1278, C1396 0� C1658 and Installed per FBC residential code. Per USG, wallboard conforms to C1396. 15. Ceramic the shall be Installed per ANSI 0.00' A108, 1, A108, 4, A1C8. 5, A108. 6, A108, 11, A118. 1, A118. 3, A136. 1 and A137.1.Fiber mat reinforced cement itious backer shall be used behind wall applied ceramic tiles and conform to ASTM C1288,C1325,C1178 OR C1278. Per Durock, cement board exceeds ASTM C1325. „��SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUIFE 203 PORT SAINT LUCIE PL 34984 (772)285-0572 BRIAN J. MAS KOL FL PE #t 66080 o z z a a z Q Q � w z z Q q z o m ro 7 a a a r r r Q N N N Q N m N N o � N z 5 w a i--I UQ w w w W o QI N � ow C] N DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED 3/16"=1'-0" SCALE 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 lope, fasten with corrosion 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 15q/ felt. If roof pitch is 4/12 or greater, install (1) 'layer 301/ 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. 40o.c. at gable ends. All roof trusses are to be pre -manufactured assemblies provided by a licensed wood truss fabricator with sepercte 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 apecifled hardware shall conform to the truss manufacturers installation instructions and standard practice. BUCK ATTACHMENT NOTES AT DOORS USE P.T. PINE OR SPRUCE AND A ACH BUCKS TO BLOCK V47H 1/4" DIA. TAPC1 WITH 2 1 4 EMBEDMENT INTO C.B.S. SET A 8" FROM CORNERS AND A 12 o.c. MAX. AT WNDOWS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK NTH 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 Nalllna Pattern Zone 1: 8d at B"o.c. field & 4"o.c. edges Zone 2: Bd 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 Bd 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 some 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.a. 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 /B 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 galy. 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 naied at 9'o.c. Provide one layer of 15/ felt to bottom of framing before installing lath. 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 midepan. Hook discontinuous ends of all top bars. Reinforcing steel shall have a minimum of 1" concrete cover, or as follows: 0��1i7,��t�)�yls7x: 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 31B" All structural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved separating material. All dimensions shall be verified In field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before proceeding. 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.l. 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 Fiorido Building Code and most or exceed all applicable local requirements. General contractor Is responsible for all labor, materials, utilltles, testing, waste removal, storage, securing of site, accomodatlon, transport/frelght, 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 ommisslons 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. INTERIOR WALL FRAMING NOTE THRESHOLD NOTE Interior non bearing walls to be metal studs (25 Go.) 24"O.C. At egress door (Entry Door) the max hgth. Crimper may be used In lieu of screws. of the threshold shall be 1/2" B" x 16" C.M.U. MATH CELLS FILLED NTH GROUT & #5 VERT. P.T. 2 x 6 AT (3) SIDES OF OPENING, FASTEN TO BLOCK AS NOTED. DOOR SIDES 1e2" x 6" REDHEADS NTH MIN. 2 x 1/8'WASHER 12" FROM ENDS AND 24"o.c. MAX. DOOR HEAD 1/4" x 2 3/4" TAPCONS STAGGERED 24"o.c. Garage Door Buck Detail 1 14 24 rr truss 90 DEGREE HOOKS OVERLAP 25" MIN- HORIZ. TIE BEAM STEEL SEE WALL SECTION FOR STEEL REOUIRMENTS POURED CELLS WITH (1) /5 BAR CONTINUOUS FROM BEAM TO FOOTING Change in Bond Beam Elev. Bottom Chord Lateral Bracing NOT FOR CONSTRUCTION comer bare at beam — (outslde only) (2) corner bars at footing (min.) vert. dowel lapped with wall reinforcing, all laps 25" (min.) in grout filled cell -4-------- I all comer bars to be the some size, number, and spacingy as horizontial bars In footing, beams, and walls I I I I 0 I r II I I II I I I I I Corner Reinforcing Detail (2) 2x4 SIMPSON SPH4 0 RACH� STUD W/ 10-IODXI}" NAILS TO STUD 1/2" GYP 2X4 STUDS 0 O.C.TRUSS R-11 INSULATION PRE-ENGINEERED WOOD TRUSS SIMPSON H10A (9)-10dxl}" TO TRUSS & (9)-10dx1}" TO PLATES WOOD / (� SIMPSON L LGT2 T D PLY HIP III�/��////// GIRDER TRUSS "GRB" W/ (14) 16D NAILS TO STUDS & (16) (2) 2x4 PLATE_ 160 NAILS TO GIRDER SIMPSON MSTA24 FROM J STUDS TO VERTICAL @ TRUSS END W/ (18) 16D NAILS TO STUDS & GIRDER 1/2" GYP - 0 00 (3) STUDS 0 - GIRDER TRUSS R-11 INSULATION - SIMPSON HTT4 W/ 5/8" DIA. EPDXIED THREADED BOLT MIN 6" EMBEDMENT 0 SIMPSON SPH4 � EACH g STUD W/ 10-lODXl�" NAILS 2X4 TREATED BOTTOM w TO STUD m PLATE 'o f 2X4 TREATED BOTTOM w °�+.: •,a ":`+' . •' .:. PLATE i 5/8" WEDGE ANCHOR W/ . INTERIOR BEARING WALL DETAIL @ "GRB" TRUSS I/8"X2" SQ. WASHER SPA. @ 1/2"=1'-0" T-8" O.C. TYPICAL INTERIOR BEARING WALL GARAGE INTERIOR WOOD BEARING WALL DETAILS 1/2"=1'-0" ..�k.SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL34984 (772)285-0572 BRIAN J. MASKOL FL.PE It66080 o z z a c4 u � � z q W Lac1 O q q a Ci L5 W z z w Q Q z O � � W W � a a rWL Q N N N q N m N N o cv r� z O � N m W a W U 1� W r� v�J1 �T0 WW W �xU O0 F+, N N 17 I�C DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED PRODUCT APPROVAL Approval b Product Model Number Manufacturer Glass Attach t h Buildin Rated Product Rated NOA 15-0612.12 S.H. Windows SH500 PGT Impact 3/16" x 1 3/8" min embedment Tapcons O 6"/10" O.C. See Elev. +60/- 70.0 FL&243.9 Fixed Window PW 5520 PGT Impact 1/4" x 1 3/4" min embedment Tapcons O 6"/15"O.C. See Elev. 49+/-130 FL :8871.9 gDgouble por Swing Glaied Pn rl- Fiberclassic Thermo Tru Impact 1/4" x 1 1/4" min embedment O 6"/14" O.C. See Elev. +/- 47.0 FL�t 5684.1 Overhead Door W8 09 Clopay NA 5/16' x 1 5/8" min. embed. lag screw each bracket See Elev. +54 / -60 A proval NL m ber Product Model Numbe Manufacturer Attachment Method Building Rated Design Pressures Product Rated Design Pressures NOAI 15-0212.07 Roofing SV CRIMP SUNLAST #10 SCREWS O 16 O.C. IN FIELD do O B6'' O.C. IN PERIMETER AND CORNERS SEE PLAN -74.75 FIELD -176 PERIMETER CORNER METAL ROOFING OVER 30# ROOF FELT OVER 19/32 C.D.X. PLYWD. SEE CONNECTOR SCHEDULE 12 PRE ENG, WD. 6� TRUSSES 24"c.c. ALUM. DRIP EDGE ON P.T. FASCIA WRAP WITH ALUM. R30 BLOWN INSULATION ABOVE LIVING AREAS 1/2" CLNG. I `1 x 4 P.T. BOARD FIRESTOP i (1) COURSE BEAM BLOCK WITH (1) #5 REBAR AND FILLED WITH GROUT U. N GROUT FILLED DOWEL CELLS PROVIDE "CASTCRETE' PRECAST LINTELS ABOVE ALL OPENINGS Hill TWO COAT STUCCO FI 1 x 2 P.T. FURRING 24"o.c. R4 FOIL INSULATION AT LIVING AREA IV1/2" GYP. D.W. 1 x4P.T. FIRESTOP 2500# CONC. FOOTING `WITH (2) #5 REBAR GRADE min. L._ SEE FOOTING DETAILS Typical Wall Section scale: 3/4" = 1'-0" PRE -MANUFACTURED ROOF TRUSSES 2'-0" O.C. R-30 MIN. )r DRYWALL CIELING 2x4 GALVANIZED TOP PLATE )r DRYWALL BOTH SIDES 2x4 METAL STUDS BASEBOARD (TYP.) 2x4 TREATED BOTTOM LIGHT GAUGE METAL TRACK PLATE FASTEN TREATED BOTTOM J \-- 4" THICK CONCRETE SLAB (2500 PLATE TO SLAB W/ pal) WITH FIBER MESH OVER 0.145'Ox2-1/2" LNG. VAPOR BARRIER OVER CLEAN P.A.F. O 16" O.C. COMPACTED TERMITE TREATED SOIL Typical Interior Wall Section NOT TO SCALE 2x4 TREATED BC PLATE FASTEN TREATED 6� �m PLATE TO SLAB W/ 0.145'Ox2-1/2" LNG. P.A.F. O 16" O.C. tL-MANUFACIUKtU KUUF !USSES 2'-0" O.C. -30 BLOWN -IN ISULATION DRYWALL CIELING 4 GALVANIZED TOP ATE DRYWALL BOTH SIDES 4 METAL STUDS 3EBOARD (TYP.) :HT GAUGE METAL TRACK THICK CONCRETE SLAB (2500 psi) WITH FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL WALL SECTION BETWEEN MAIN ENTRY TRUSS BEARING NOT TO SCALE 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 stucco finish perimeter caulk -� Attach p.t. bucks - with 8d coil nails at 12"o.c. Typ. Alum. wins jamb or sliding door jamb CBS q' Min. 1 1/4" embedment at wirL ows and min. 1 1/l. embedment at G e.° ° sl. gl. doors b ° r1/2" drywall 1/4" max. struct. shim caulk attach as per manufacturers product approvals NOTE: Method of attachment and waterproofing procedures are the same at poured concrete sill. Gunable sealants shall comply with PAD TO BE 4' LARGER ALL AROUNDZ ASTM C 920 Class 25 grade or THAN UNIT greater for proper joint expansion and contraction Typical Window & S.G.D. Jamb Detail at CBS Wall Includes Buck Attachment Method ANCHOR UNIT TO PAD WITH MIN. lle TAPCONS 0 1 1/2' EMBEDMENT DEPTH & NEOPRENE PAD. (TYPICAL FOR 4) 4" SUCTION & UQUID REFRIGERANT UNES RUN REFRIGERANT UNES SHORTEST --'CONCRETE PAD. DISTANCE TO BLDG. EXTERIOR WALL SEE PLANS FOR CONTINUATION. CONDENSER TIE DOWN DETAIL NOT TO SCALE 2x4 BLOCKING O 2'-0" O.C. LIGHT GAUGE METAL TRACK NOTE: WALL IS NON LOAD BEARING R-13 BATT INSULATION 2x4 TREATED BOTTOM PLATE FASTEN TREATED BOTTOM PLATE TO SLAB W/ 0.145"Ox2-1/2" LNG. P.A.F. O 16" O.C. WALL SECTION BETWEEN GARAGE AND RESIDENCE NOT TO SCALE DESIGNED TO MEET THE REQUIREMENTS OF FBC 2014 SECTION R703.8 FLASHING" Alum. wndow frame .� 3/8" continuous bead of - ' caulk ttliquid pas sage shim prevent s age 1/4" struct. shim set flange in continuous - bead of caulk across the entire face of buck perimeter caulk - stucco finish - corrosive resistant Tapcon concrete srews installed as specified in window manufacturers product approval window sill Gunable sealants shall comply with If 11 ASTM C 920 Class grade or �'/ ° a H greater for proper joint expansion and contraction precast cone. sill Typical Precast Conc. Sill Detail PRE -MANUFACTURED ROOF TRUSSES 2'-0" G.C. Cast in Place Sill or Tie Beam Option In the event that the precast products are damaged in the field cast in pace sills and tie beams may be used (not to 5-10; T in tie beam to be a min. (2) #10 WOOD SCREWS AT exceed Ical cast place 8 x 12 with two top and two #5 bottom. EACH BLOCKING Safe Load Table Notes Installation Notes 1. All values based on minimum 4" nominal bearing. 1. Instgllation of U lintels must comply with architectural Exception: Safe loads for unfilled U lintels must and or structural drawings. be 7cLuced by 20% if bearing length is less than field cut to the required length. )J" DRYWALL CIELING 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 of U lintels installed in exterior 4. One #7 rebar may be substituted for two #5 concrete masonry walls shall have a coating of stucco In ASTM C-926 rebar in 8 inch U lintels only. applied accogdance with or other - 2x4 METAL STUDS 5. All safe loads in units of pounds per Tinier foot. 5. Concrete masonryunits used in composite U lintel shall 6. All safe loads are based on simply supported span. be laid in a running bond. 7. Safe load ratings based on rational design analysis 6. Shore composite lintels as required. - �" DRYWALL BOTH SIDES per ACI 318 and ACI 530. 7. U lintels are manufactured with a 5 1 /2" long notch at both ends to accomodate vertical cell reinforcing and grout. II[H:1iH31k3 � rhl/:111■GLL Lintel T J 8F16-1 B/1 T ✓r)e Desianation 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. Rebor 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 NOT FOR CONSTRUCTION ,,sa�SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE # 66080 o z z 14 a � O O W z Q a a 3 o Q Q z w z z z w Q Q 2 O a c. z q N m N N O N N z 0 N m W x WQQ W�Q�I wWW �xU ® F+I � Fit N � N DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED ROOF SHEATHING ATTACHMENT REQUIREMENTS Q NAIL @ 6" O.C. PERIMETER AND 6" O.C. FIELD Q NAIL @ 6" O.C. PERIMETER AND 6" O.C. FIELD ® NAIL @ 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19/32" THICK COX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING W/8d RING SHANK NAILS (PER FRC 803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE N PRESSURES ZONES - PSF 1 2 3 4 5 33.3 -58.1 -85.9 +36.5 -39.6 +36.5 -48.9 32.5 -53.5 -80.3 +34.8 -37.9 +34.8 -45.5 31.2 -47.3 -72.9 +32.6 -34.1 +32.6 -41.2 30.3 -42.7 -67.4 +31.0 -31.3 +31.0 -37.9 xzKX +27.2 -30.3 +27.2 -30.3 FOR WINDOWS AND AND OTHER DU1LUIRU UUMFUNCNIJ ANO CLADDING. ROOF ZONES: 1 THRU 3 WALL ZONES: 4 AND 5 WIND ZONE - WALLS ZONE 5 IS 4'-0" FROM CORNERS Icig - 1".IR9 Q ZONE I - USE IOd RINGSHANK NAILS AT 6' O.C. (IN FIELD) 4' (EDGE) ® ZONE 2 - USE IOd RINGSHANK NAILS AT 6' O.C. (3) ZONE 3 - USE IOd RINGSHANK NAILS AT 4' 0.C. ROOF NAILING PATTERN DIAGRAM ,,� ,,SUMM DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE # 66080 <Clr�r0{` 0 Q o a o a w z 3 o Q Q z z a Q Q z ro w ro w � w o 0 0 Q N N N Q \ N Ct N N O N N z 0 5 N « U x In F� W 1� U047 w�® wWW w 0 O N Q 0 N DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED NO. -120 ,op BEMdN7 CLG HT. 10'-�\ PATIO CLG. HT. 10' -0' / II \\\`� FAMILY ROO—M CLG. HT. 10' -0' G \ CLG HT. 10' 0' BE 6 DINING ROOM CLG HT, 10'-0' 91 70, NOOK — CLG. Hr. la-D• 00 ® M BEDROOM 5 — H w/Recirculating Pump and Pan. Provide Min. 1" Drain to Indirect Waste Line (Floor Drain). NOTE: WATER HEATER DRAIN PAN TO BE 1-1/2" MIN. DEPTH AND SHALL COMPLY WITH WATER HEATER MANUFACTURER'S RECOMMENDATIONS FOR SIZE. I BATH 2 I CLG HT, 10'-0' MASTER BEDROOM i 4 CLG, HT, 11' -0' `T 0 0 I \ i C CLG HT, 10'*0' MASTER BATH CLG�HT, 10' L -COURTYARD \\ PATIO FOYER CLG, HL I P -W CLG HT. 10'-0' \ ENTRY BEDR CLG, HT. 10' -0' ` w/Recirculating Pump and Pan. Provide Min, 1" Drain to Indirect Waste Line (Floor Drain). �i FAMILY ROOM CLG_ HT. IV -0' / DINING ROOM CLG. HT. 10`-0' 50 gal. Water Heater—/ w/Recirculating Pump and Pan Provide Min. 1" Drain to Indirect Waste Line (Floor Drain). ELECTRICAL PLAN 3/16"=1'-O" SCALE 10, -a 0 I� BEDROOM 3 CLG HT, 111' -0' 0 - - Provlde 1/2' gypsuFI board between garage/ RsPdennf & garage/attic o G. D. O. SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL325 0 GARAGE NOT FOR CONSTRUCTION PATIO B CLG. HI. la-0' 0 0 0 0 0 0 0 o SR BEDROOM 9 0 CLG, HT, 10`-0' K REF / L N CLC Q / FAMILY ROOM g H 5 co CLG. HT. 10'-0' G h LLJ I X /u AMC. I ? e zi6� i W DINING ROOM N $ a 4 CLOSET CLG, Hi, 10'-0' BEDROOM 10 CLG HT. 10'-0' 4OO KC MIL copper in 2-1/2" galy. conduit (3) 0 THOU) copper and j1,pround (THOU) copper in 2 galy. conduit Wall fF.P.L. service INI �400 AMP METER �13 /GRD W a.c MAIN COMBO W/ disc (2) 200 AMP BREAKERS 5/a" ground X 1od -\ � 1/0 GRD IOng ground rod I3/4" copper) water pipe — tie ground wire to footing rebars Electrical Riser Diagram ELECTRICAL LEGEND 2 WALL MOUNTED LIGHT FIXTURE OVP VAPOR PROOF LIGHT FIXTURE I--a--I SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE ORECESSED CEILING LIGHT Q EX7EfflOR LIGHT WALL FIXTURE ® JUNCTION BOX CEILING FAN WITH LIGHT OPTION ® DOOR CHIMES ® ® EXHAUST FAN WITH LIGHT SMOKE DETECTOR CARBON NORMONOXIDE THERMOSTAT COMBINATION SMOKE =49k DUPLEX OUTLET - SWITCHED� CARBON MONOXIDE DETECTOR $ DUPLEX OUTLET V V TELEVISION .0 220 V OUTLET 7m TELEPHONE WEATHER PROOF GFl -W SWATCH O' PUSH BUTTON -q THREE WAY SWATCH FLUORESCENT FIXTURE -fit DIMMER SWATCH NOTE: RECEPTACLES IN KITCHEN A BATH AREAS TO BE 4e" A.F.F. ALL 120V SINGLE PHASE 15 R 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFC1. TAMPER PROOF RECEP71CALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 4 20 AMP BRANCH CIRCUITS Electrical Load Calculations 6390 Living S.F. at 3 VA 19170 VA Three 20 Amp Appliance Ckts. 9000 VA Laundry 4500 VA Dryer 15000 VA Water Heaters 13500 VA Dishwasher 3600 VA Range 8000 VA Ref. Circuit 1500 VA Microwave 3000 VA Disposal 3000 VA GDO 900 VA Total 81,770 VA First 10 KVA at 100% 10,000 VA Remainder at 40% 28,708 VA (3)AC Heat at 100% 43,800 VA Total 72,508 VA 72,508 VA / 240 V = 302 Amps 400 Amp Service Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verifyall equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified ..���SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE # 66080 E.k Iy/gqS I��� V ♦ R i z H F z � a O O zw Q a a 3 w z z Q q o x a 5 a a a o 0 0 d N N N o rA N rJ 1+ m w a r ^I� I� Q rW) v � H Q C/1 O QI N 0 C] N DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED TUB PLUMBING RISER DIAGRAM Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot waier lines ,,46UMMIT DESIGN & FORENSICS, INC. 725 SE. PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE # 66080 e l,� o z z a L u L) z Q a a 3 q o Q c7 c� w z z a Q Q z o � � w ro w w w a a a Q N N N Q N Cl N_ N O N N z 0 � N m s W a I� Q� L) Q� OO wWW ►x x U O O p-1 O C] N DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED r ••• mill. ►1I ° 29'- [RE WATER HEATER DRAIN TO BE 1-1/2" MIN. I AND SHALL COMPLY WATER HEATER 'FACTURER'S IINMENDATIONS FOR SIZE. O in .-TbN V N COURTYARD tr N PA:'10 m N 50 gal. Alater Heater w/Recir ulating Pump and Pan. Provide Min. 1" Drain to Indirect Waste Line (F nor Q Drain). a a o 12'-31" EI CIF,' CLG, HT. 10'-0' 5' zM-A ,Iwt BEDROOM CLG. HT. 11'-0' --'r L5 U �X1 O LIVING ROOM CLG. HT. 11' -0' CLG�HT. 10' -0' /I\ H 11 ii IT-221" 8'-12"° 11'-1l2" CU12 EGRESS a � LUr o BEDROOM 88 Z't CLG. HT. 10 gal. Water He Recirculating F te- N ump and Pan. Mfl t icvide Min. 1" rain to irect Waste Li a (Floor tin). BATH 4 CLG. HT. 10"VAI / 0o G (lu I FAMILY ROOM CLG. HT. IW-O' •••• Ifl i - I !ylyY I n _1— p ❑ • 1 ' I •a nre�� I � � I � O • • • • li?f 4S'�� 7r z BEDROOM 4 CLG. HT, 10' -0' Provide 112' g / board between (typ i caii 9a YP 50"gal. Water Heater w/Recirculating Pump and Pan. Provide Min. 1" Drain to Indirect Waste Line (Floor Drain). c e 0 j NOOK o ' CLG. HT. 10' _0' FAMILY ROOM CLG. HT. IV-0' CUE HT. 10'-0' 12'- 0 EDROOM 9 - CLG: HT. 10'-0- BEDROOM 10 �jCUI QHT. HY -0' DOOR SCHEDULE MARK STYLE OR NOTES Wll +D'P' Fi OVERHEAD 20 DOUBLE EXTERIOR 6'-0' W-0' MAIN BLES LIT FR. SHUTER ) 03 SINGLE EXTERIOR 3'-O' 6'-8' FG 6 Pane( Door with Weatherstrt In and Threshold ® SINGLE 3'-W 6'-B' HOLLOW CORE-6 PH_. DOUBLE INTERIOR 3'-0' 6'-8' FOLLOW CORE-6 PNL. © DOUBLE EXTERIOR 3' 0' 8' 0' DOUBLE LIGHT FRENCH LI7 DOUBLE INTERIOR 2'-0' 6'-8' HOLLOW CORE-6 PNL, 8❑ SINGLE 1'-6' 6'-B' HOLLOW CORE-6 PNL. 90 SINGLE 3'-0' 6'-8' SOLID CORE 20 MIN, RATED SELF CLOSING QO SINGLE 2'-6' 6'-8' HOLLOW CORE-6 PHL. 11 SINGLE EXTERIOR 2'-9' B'-0' FG 6 Panet Door with Weatherstripping and Threshold NOTE' ALL WINDOWS TO BE IMPACT RESISTANT, WIND❑W SCHEDULE SIZE D' P. MARK TYPE STYLE NOTES O Ptl FIXED GLASS 4' -6' -IY 92SCURE O SH 25 SINGLE HIM 3'-2' 5'-3' EGRESS O PY FIXED GLASS 3 W 2'-0° OBSCURE ® (2)SH 25 FINCLE NNDG 3'-2' 5'-3' PICTURE WINDOW O SH35 INGLE HIM V-6' 5'-Y EGRESS Area Tabulation j A/C Area 5941 Courtyard 1164 > Patio#1 130 Patio#2 130 Main Entry 166 > Garage 468 > > Total 7999 NOS T-7�" 7 72" 8' 10" Ei' lOz" 6'_ �" 5 _2z, 10'-6" T 22"CONSTRUCTION 15'-31" --_-2 5 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA DAMAGE FROM WEATHERING NEGLIGIBLE DAMAGE FROM TERMITES - VERY HEAVY CUBIC VOLUME OF THE CONDITIONED SPACE- E53932 CCUBIC FEET) Scope of Work Single level CBS single family residonce 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: C Internal Pressure Coefficent: .18 Structure Designed: Enclosed Soil bearing capacity. 2000 p.s.1. � �N�' 01h, S U .� i DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUC1:E FL 34984 (772)285-0572 BRIAN 1. MASKOL FL PE #66080 u> w z O z z z a £ g U O O a O (n U U w U LOUz w 0 w W 0 0 � z z a- z O m O J m m (n WLU LU a. cc h r r, W O O O O N N N N M 0 o i n� a z 0 > N M a Uj 11-1 I U � L.L W U) ® z LL WW W W Ce D W OU)a �Ln H QN a CD LL DATE DESIGNED GMW 05-19-17 DRAWN GMW 05-19-17 CHECKED