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HomeMy WebLinkAboutPLANSAttach door' to block wall with 2„ x 4" top plate 5/8" truss dr wall ceiling on e 9 bottom cord f/4" dia. x'3° tap .cons with min.` p 12° O I I penetration at .c. max —� Exterior face and.4" o.c. max from each corner; thru - I of wall j" x $ PT Buck . l/2" drywall on x8„ .P I" P.T. -Buck. „ 2 x 6 PT wood secured with 2" x 4' studs at 16' o.c. 2 sides it header 1/2"dia. x 6" anchor bolt at 18" o.c. overhead doortrack Secured ;to wood Finish to match existing Detail at E xt e r l Or D oor.'s` . , jamb per manufacturer's product approval m N . NTS Garage Door Jamb Detail W - NTS ALL GARAGE DOORS AS SPECIFIED IN FRODUGT.: New. base :board•' APPROVAL ON THESE PLANS. DOORS TO MEET to match existing profile PERMIT INFO BOX ON' 2" x 4" P,T. bottom plate WIND PRESSURE STATED IN THESE PLANS S C 0 F) I. REPLACE EXISTING WINDOLUS WITH SINGLE HUNG IMPACT PGT SERIES 700. 2.RE- INSTALL GARAGE DOORS AT EXISTING OPENINGS 3. AID1D NEW FRONT PORCH 4.RELOCATE KITCHEN S.REN.OVATE- EXISTING MASTER BATH L AIDED CLOSET IN MASTER SUITE a. C.ONVER-T . EXISTING KITCHEN TO LAUNDRY PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: 2610 Edition and ASCE 1-16 for Wind Loading Bwlding Desi�ggn is:'Enclosed Risk Categorg: II Wind Speed: 140 mph ultimate Roof Pitch: 4:12 Mean Roof Hetght: 12'-8" Internal Pressure oe icient: ±0_I8 Subjectabditg to damage from: Weathering: Negligible Termites:Yeriu Heavy rrHIP Width of Roof End Zone: 5'-41, Wind Exposure Classification: B Adjustment, Factor For .Exposure Height Using Allowable Stress Design and FLAT ROOF 2:12 Load Combination per ASCE 1-Io. Section 2.4 DL+LL; DL+0.4WL; 0.4DL+0.4WL :ITCH Exp Height Adj Factor: 1-00 x Load Combo Factor 0.6 = 0.4 applied below Components i Cladding Wind Pressure (NET) Roof Zone: I. +I4.0/-24.0 psf Roof Zone: 2. +14.0/-45.0 psF Roof Zone: 3. +14.0/-46.0 psf Components 1 Cladding Wall End Zone Width: 5'-4" LL LL Components t Cladding Wind Pressure (NET) Wail Zone: 4.+28.0/-30.0 psf ri pa_t Wall Zone: 5. +28.0/-38.0 psf Components 1 Cladding Wind Pressure (NET) on Garage Door: +24.0/-29.Opsf Shear Walls Considered for Structure? Yes GABLE ROOF LESS OF FROM Continuous Load Path Provided? esTHAN 2.42 PITCH 2:12 O 12,12 PITCH Are Components an Cladding Details Provided? Yea Minimum Soil Bearing Pressure:2.500 psi, Presumptive: X Bg Teat: psi 1-1 = Roof Zone I ® - Roor Zone 2 M Corner Zonee This Budding Have the Following: walla Zane 4 Walls Zone 5 Roof Zone 3 ,Shall APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: END ZONE \\-~- o CIO i _ _2 S I. ALL wood in .contact:.Wlth :concrete shall be pressure treated. sTLucieCOUNTY matching l .. x 3' 'H BUILDING DIVISION �, 2,, laundry J 8. ALL wall:.d.iriie isi..ons are nominal and not .finished wall or stud dimensions. f w sliding -- — — :. REVIEWED ".'barn. doors"7 9. ALL p umb' g..fixtures to be low flow: Rsvi�vEo corn E BEDROOM a 10.` Contractor. to Provide Drain. at Water heater in accordance DATE — LLLLLL w ( O ° LANS AND PERMIT aC' _ , with .the Florida Plumbing Code 200 edition.:. OB OR n (..'Contractor to Provide; a'=$" wide door at .one bathroom for NINSPECTION WILL UST BE KEPT ON JBEMADE 1 Dr wall 9 Thickness Location Orientation Framing Member Max. spacing of fasteners ' Had sizing options for Spacing installation of drygwall into �1ads Screws ...Maximum wood framing memb-ars_ g — 2" x min. thickness . Ceding Perpendicular 24" 12". 13ga 1 3/8" long with 19/64" head OR 0,098"' diameter x 1 1/4" long annular -ringed or 5d cooler nail OR Walls. Either I>:" . 8". 14" 0.080" dia. xx 1 5/8" Ion with 9 Direction 15/64" head OR Gyypsum board nail 0.086" dia. x l 6/8" with 9/32" head. Ceding Perpendicular . 24 1.,, 12" 13ga 1 5/8" lloong with 19/64" head O 0.098". diameter x 1 3/8" long e„ annular -ringed or 4d cooler nail OR Walls: Either' 16 8. 16"' 0.092" dia. xx 1 1/8" long with Direction a/4" head OR Gggpsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO V"f CrAMCTIO16 REC RED BY RELD Ik$AECTOAS THAT MAY LE NCOI!:tA:t;"1 R fk; ER TO COMPLY WITH ALL APPLICABLE CODES, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 1 SCANNED BY St. Lucie County THis 0TRUCTURE HAS BEEN DESIGNED AND REVIEWED Po'R COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE WINDSORNE DEBRIS PROTECTION IMPACT RESISTANCE GLAZING (n. tj T 0 s— El L 0 LL U L v 0- LL m v •� O Q � BOO c a�Q °ado a0 � 00 OD E , W = I uQ O OD 00 (5 Q o N C4 W LLICr u r x ja L V la E (L L v OF Comm tt 1 I-4-152 TFA n E O U O L O c I `o LL u v LL N f�l W +j Q 4Qj �00 00 Q 93 Q LLo 00 Q NN OD 00 uU E Oa I mm� a ONN�# aUNN v� CQ u Lil ,�(Q �MELL IL I {J! L J L � 1C Sheet 2 OF FILL Comm Slectrlcal ,5 L, mbol e(gerd S Single Pole Switch ® Recessed Can Light 53r Double Pole Switch ® Eyeball Recessed Can °Light .% Dimmer Switch -30 Exhaust Fan.'' 8. Push Button Switch Ceiling Mounted Light Duplex Outlet Wall Mounted Light Special Receptacle Light with Pull Chain (attic) Waterproof:, ground fault interrupter © Computer Connecttion .Jack ®. Floor Duplex outlet Flood Light ®, Junction Box m Electrical Panel' TQ Thermostat g Electrical Meter c©: Central vac ac Mc A/C Disconnect Q5 Smoke Detector Ceding Fan rQ: Television -Jack 0 Telephone Jack ® 2 x 4 Florescent Light ® I x. 4.' Florescent Light ❑I Intercom saicR Speaker Hook -Up O Ceding Mounted Light Dome Style Pendant Light .' @ Motion Detector f closet light ) ©. Carbon Monoxide' Detector l J 1/14II �: EjI I PARTIAL RI,G:HT ELEVATION F�-_---- -'1� Pr4 T141 ..LEFT ELE�/�T10N 1/4 11 1. 3. ,t'fOVlde' ano wire all requires smoke trical tg Contractor to verify locataon of electrical .service and provider E 1� E C T i� I C � L UJ O i� �C .4 ALL paddle fans shall, be on a. rheostat . S. Recessed cans to be .installed per NFPA... requirements: N.EU1. KITCHEN TO USE EXISTING CIRCUITS "6. ALL Branch Circuits` that supply 125v single. phase 15 amp or '20 amp .outlet IN -1: shall be protected by Combination -Type AF.CI CIrcuit'Bre.ake'rs° .Tamper resistant :AFC1, receptacles to be; installed in ALL rooms ;.PANEL LAUNDRY..ROOMCIRCUITS TO BE RE —USED IN PANEL Kitchen. Bathrooms, and Garage. 2 ADDITIONAL GENERAL LIGHTING CIRCUITS TO BE USED 8.. ALL bath and kltchen;, and garage receptacles to be GFCI, prot:ected.. EXISTING PANEL HAS 6 EXISTING SPARES ;. 9. ALL exterior. outlets `to be WP/GFCI. protected. NO ADDITIONAL LOADS BEING A DDE D. -_lp. Electrician to com lete--:--Count Electrical -Load-- Calculation- form p � _ _._._ 11 a 2 I ffi U �00 Q Cap 0 0 Wil U- V N LL Q v = .J v v Q i.n 00 C NN U r 0000 fa E O = I I O Op 00 �N_N H U v `•-+ !� rr� WLL1rr� tsf �toE Lr� Q f— it I QI W OF Sheet 3 Comm U 14-1'-2 VA I r IN 4- LL IL N \•I 7 � 2:O cQm co NN �V 0000 E �Q OOo00M # Q� I u0 N CV c m Qj •f lL E LL � Q W40 to L � Sheet OF Comm 4 I4-IS2 a , : V ries i A, :2 1/2' drywall an I"x8 P.T. Buck 2" x 6" PT wood secured with u 2" x 4' scads. et 16° o.c; 2 sides t header 1/2"dia. x 6" anchor bolt at 18" o.c. overhead-. door secured` to wood Finish to match existing Detail at Exterior- D OrS.___ --_ -. _ -track per. manufacturer's product approval NTS ,lamb Garage Door Jamb Deta11 NTS ALL GARAGE DOORS AS SPECIFIED IN PRODUCT New base -board APPROVAL ON THESE PLANS: DOORS TO MEET to match existing profile BOX ON 2" x 4' P.T. bottom plate WIND PRESSURE STATED IN PERMIT INFO. THESE PLANS WINE �:F_ OF LUO�1,< I. REPLACE. EXISTING WINDOWS WITH HORIZONTAL ROLLING IMPACT FGT SERIES 110. 2.RE--INSTALL GARAGE DOORS AT EXISTING OPENINGS .4.RELOCATE KITCHEN S.RENOVATE EXISTING MASTER BATH 6_ ADD CLOSET IN MASTER SUITE I. MOVE MASTER TOILET 3' B.CONVERT. EXISTING KITCHEN TO LAUNDRY PERMITTING INFORMATION (FORM IOC ) Florida Building Code Residential: 2010 Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk: Categoryg: 11 Wind Speed: 160 mph ultimate 4:12 Mean Roof Height: 12'-8" Roof Pitch: Internal Pressure Coefficient:+0:18Subjectabdity to damage from: Weathering: Negligible Termites: Vero Hea•V4 PHIP width of Roof End Zone: 5'-6" Wind Exposure Classification: B .Adjustment factor for Exposure. Heigght Using Allowable Stress Design �;.d FLAT ROOF Load Combination per .ASCE 1-10..Section 2A DL+LL; DL+0.6WL; O.XL+O.6WL TCH Exp Height Adj Factor :.:1:00 x Load Combo Factor 0.4 = 0.4 applied below Components tCladding Wind Pressure (NET) Roof Zone: I. +I6:0/-26.0 psf Roof Zone: 2. +I6.0/45.0 par Roof Zone: 3. +16.0/-66.0 psf Components I. Cladding Wall End Zone Width: 5'-6" " Components t, Cladding Wind Pressure (NET): Wall Zone: 4. +28.0/-30.0 psf Wall, Zone: S. +28.0/-38.0 psf Components 'E Cladding: Wind Pressure (NET)' on Garage Door: +24.0/-29.Opsf l E Shear Walls `Considered" for Structure? Yes GABLE ROOF Less GABLE ROOF FROM Continuous Load: Path 'Provided? Yes. THAN 2:12 PITCH 2:12 TO 12:12 PITCH Are Components an Cladding Do—taT Provided? Yes Minimum moll Bearing Pressure:2.500 psi, Presumptive: X Bg Test: psi ED= Roof Zone I = Roof Zone 2 = Corner Zones This Building Shall Have' the Following: Wails Zone 4 Wells Zone 5 Roof Zone 3 APPROVED SHUTTERS: IMPACT GLASS: X' BOTH: NEITHER: END ZONE f rCY Cif doors beveled glass I 4}'. No dissimilar metals .to. touch. 1 e, bnd lelec pane 5 ALL` Concrete used .for slabs shall be _2500 PSI concrete, ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall:. be 3,000 P.S.I. concrete and/or -4,000 P.S.I. grout mix (o RED.. j i bath 2'-2" x 3' 2" SH �. Drgwall at ceilings shall be leveled and attached to bottom c'iord 0 �' bath r { of trusses with screws. cl0 . 1 33" Ln:. 1 ALL: wood in contact:. with concrete shall be pressure treated. matchin. 1 reloca toilet IaUndr g 8_: ALL wall dimensions are nominal and not finished wall or stud dimensions, Dr'wall ;. y Thickness Location OrientationANail Framing. SeII4mr Max.'spacing: of fasteners, sizing options for Installation of drywall into Maximum' wood framing members Malls Screws 2" x min. thickness Ceiling Perpendicular 24" 1.. 12-, 13ga 1.3/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular —ringed or 5d cooler nail 0.080" dia. xx 1 5/8" long with Wallis Either Direction. 15/64" head OR Gypsum board nail 0.084" dia. x 1 5/8" with 9/32" head. Ceiling, Perpendicular 24 . 1". 12" 13ga 1 5/8" log with 19/64" head OR 0.098" diameter x 1 3/8" long annular —ringed or 6d cooler nail OR Walls Elthar 16": all 16" 0.092" dia. x 11/8" long with Direction 1/4" head .. OR Gggpsum board nail 0.0915" dia. x l 1/8" with 19/64" head. ST LUCIE.COUNTY BUILDING DIVISION REVIEWED FOR CO i CE REVIEWED BY DATE I — I PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Exterior face 19.'.AL.L 'ceramic tile surfaces. installed. shall .conform to ASTM A108.1 thru A108.6, of wall A1108`:I, A118.I,. A118.3, A136.1 and A131.1. -.. Varies Oementi fiber cement or. glass .mat g psum backers In accordance with ASTM 20. y i C1288, C1325.' OR Cf178::`and installed I.A.W..manufacturers recommendations shall be used as backer for the.. wall the in .tub areas and wall panels in shower areas. SCANN - St. Lucre oil 2f Insulation including facings such as `retarders or vapor permeable members installed I x4 P.T. Buck wIt'hIn a floor -telling .assemblies, roof ceili,rig assemblies, Wall, crawl spaces and attics C Y ray 2 sides $ header ` shall have a flame spread index not to .exceed. 25 with an accompanying smoke Detail aW t �Ir OS. developed index not to exceed 4nc 50 when tested in accordae with ASTM E 84. l�l%a-Dy/V NTS s II c _ -- Insulation shall amply iuith F.B C R316 d T 10 -0 0 O Wit• � (�/ � u c93 I �M ` O W D U 0) u E L— ro lL N ttl C CO �jaOCnND Y) Q Lf) 00 cal D — C: NN OD OD V (j E Oil I I Q— O OD OD (6 Q1 aNN # 1 to 0) N C'I q) rr_Q Uu1 tom! L � U Q w E IL .. i to Fit, Arm! Fid- k7 el OF Sheet I Comm # I4-152 Ec(trlcal 3L.M601L g�nd S Single :Pole Switch - ® Recessed Can Light 53 Double Pole. Switch Eyeball Recessed Can Light Spi Dimmer Switch -.C� Exhaust Fan 1 PB Push Button Switch Ceiling Mounted Light' Duplex Outlet . Wall Mounted Light Special Receptacle: Light .with Pull Chain ,(attic) w=49F ® Waterproof, ground fault interrupter Floor Duplex Outlet © Computer Connection Jack'' Flood Light Junction Box i Electrical Panel Q Thermostat rc::31 Electrical Meter cv Central Vac AC c A/C Disconnect Smoke Detector Ceiling Fan Tv Television Jack Telephone Jack ® 2 x 4 Florescent Light I x 4 Florescent Light Intercom sPUR Speaker Hook -Up Q Ceiling Mounted Light .Dome Stgle Pendant Light Q Motion Detector ( closet light ) Cn Carbon Monoxide Detector 1771 r-, h t--;TI A I i-tn kI -r C I n 7r1/�)\l I L � O O � U � c.. E � L n N t�l apM. O vQlnoo 00 C NN U U 00 OD E 5 I I OQ (L O 00 OD ( # U CA d) � .9 L aJ t— m vWr-r20 a- a.i � v ril } � ;;i X FU E ILL Q !L I WL � N W WW OF Sheet 3 Comm tt 14-152 THS .: II a e e to1let . FOUNDATION., FL,4N FOUNDATION NOS SCALE: I/'1" 1 ;, And changes to plans must be submitted to the architect for approval before. proceeding with construction. 2. Contractor. shall.: b� responsible for verification of all notation and dimensions .before starting construction. 3;. Soil conditions assumed : to be 2500 psf. Should any other conditions be encountered, tk e architect shall be notified in writing for revision 4. _ __... ._ _-_ _----._.__--. Verif.y all .recess thickness at shower floors, all floor finishes as selected by owner, doorzills. thre;shold,s , etc.... prior to placing any slabs. 5: Contractor to provide ;for...soil test prior to construction and provide. a copy of soil test t.o .architect for review prior to construction . .ALL Reinfor`cing.ste.�I shall be grade �0, meeting ASTM A-I6 and specifications. ALL Anchors to be A-307 steel.;;, 71. Provide a minim* 'of 3" concrete protection at footings and, n A I I n T m o Q 00 QU Q L �M 0 U_ v U 4l IL U_ lJ__ N I+l W + Q 00 4)Q LD 00 . Q tN00 C NN L 00 00 40 U (j E �0- OOp00 tt � h NN q)W rr� Ui L E 'a- 1 1 IL I v .- v L ff) 1f OF Sheet Comm # -Ir2 L � m j 1 „ y 1 ST LUCIE COUNTY BUILDING DIVISION REVIEWED F^R OOH �/CE REVIEWED BY /C DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Electrical 5 mbol ` Le end $ Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Can Light Sp Dimmer Switch -0- Exhaust Fan PB Push Button Switch -¢'. Ceiling Mounted -Light..-- =49 Duplex Outlet Wall Mounted Light Special Receptacle Light with Pull Chain (attic) ==E) Waterproof, ground fault interrupter © Computer Connection Jack ® Floor Duplex Outlet Flood Light ® Junction Box m Electrical Panel TQ Thermostat g Electrical Meter c© Central Vac A o o A/C Disconnect QS Smoke Detector Ceiling Fan Television Jack Telephone Jack ® 2 x 4 Florescent Light ® I x 4 Florescent Light ❑I Intercom SPxR Speaker Hook -Up O Ceiling Mounted Light Dome Style ♦ Pendant Light ® Motion Detector { closet light ) © Carbon Monoxide Detector FAR71AL FRONT ELEVATION I. Use copper wire onlyy no aluminum. 2. Frovide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider 4. ALL paddle fans shall be on a rheostat. 5. Recessed cans to bey installed per NFFA requirements. L ALL Branch Circuits ,that supply 125v single phase 15 amp or 20 amp outlet shall be protected by Combination -Type 'AFCI Circuit. Breakers. 1. Tamper resistant AFCl. receptacles to b.e installed in ALL rooms Kitchen,Bathrooms, and Garage. S. ALL bath and kitchen and garage receptacles to be CsFCI protected.. 9. ALL exterior, outlets to be Wf /GFCI protected. 10, Electrician to complete County Electrical Load Calculation form C�CI / 04 ii 0.0/2000 �-0�2i.01 2-1�-15 / 04 ii 0.0/2000 �-0�2i.01 2-1�-15 Wil 701 BRACK RG-AD ;OPE OF ELECTRJC/4L UUOFs,K NEW KITCHEN TO USE EXISTING CIRCUITS IN PANEL LAUNDRY ROOMCIRCUITS TO BE RE —USED IN PANEL 2 ADDITIONAL GENERAL LIGHTING CIRCUITS TO BE USED EXISTING PANEL HAS 6 EXISTING SPARES NO ADDITIONAL LOADS BEING -ADDED: — ------ -- y/IJ 0 Emi N z 2 U W N U W W Ln N �T =mom WOID C� (�U 0 • 01 0 El 0 LL lL N �o vQ°nM 20 C N N C�OD00 u (j E OQ C: I IL O 00 00 VONN�# Q wu(VN �� 0 L_ rn . ) I-- i— o- ui L_ Q IT Q ~U_ E lL I v W" v N M Sheet 3 Comm # I4-152 P aJ 111 !+- U. `r .J C W U W LW a J � rn