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HomeMy WebLinkAboutBUILDING PLANSDESIGN PARAMETERS: CODE :FBC 2007 PROJECT ADDRESS: 1535 NW BUTTONBUSH, HARBOUR RIDGE, FL PROJECT NAME: PENICNAK HOME ADDITION ARCHITECT/ENGINEER: RAYMOND CHLADNY TYPE OF CONST.: CBS X FRAME BLDG. DESIGN: ENCLOSED X PARTIALLY ENCLOSED — OPEN -WIND SPEED (3 sec gust) 130 _ 140 X EXPOSURE B INTERNAL PRESSURE COEFFICIENT: .18 IMPORTANCE FACTOR 1.0 MEAN BLDG. HEIGHT 20 ft. OVERHANG 3611 ROOF PITCH 5.75/12 ROOF D.L. : METAL: 19 SHINGLEALA L.L.=30 FLOOR LL. 60 psf DL 50 psf WINDOW/DOOR DESIGN PRESSURES ON ELEVATION: EXIST'G COMPONENTS & CLADDING WIND PRESSURE: EXIST'G SHUTTERS: EXIST'G IMPACT RESISTANT ASSEMBLY: EXIST'G GENERAL REQUIREMENTS BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PRODUCT MODEL NUMBER MANUFACTURER ATTACHMENT METHOD TYPE, SIZE, SPACING & EMBEDMENT BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURES SINGLE HUNG WINDOWS RE -USE EXISTING RE -USE EXISTING 3/16" TAPCON SCREWS @12" o.c., 6" TOP & BOT. w/MIN. +/-36 PSF MIAMI/DADE 1-1/2" MIN. EMBED. INTO MASONRY OVERHEAD CART DOOR RE -USE EXISTING RE -USE EXISTING 3/16" TAPCON SCREWS @12" o.c., 6" TOP & BOT. w/MIN. +/-36PSF MIAMI/DADE 1- "MIN. EMBED. INTO MASONRY METAL BARREL VAULT ROOF TILES STONE COATED GERAD ROOFING TECHNOLOG'S NOA#: 08-0320.08 #8x2.5" WD SCREWS, MIN 3/16" CLEAR THRU SHEATHING AT 6" o.c. +/-42.7PSF MIAMI/DADE MTL PANEL SHINGLES PER MANUF'R DIRECTIONS. (_129.25 ps f) FIRE BARRIER NOT REQUIRED SOFFIT STUCCO 5/8"HIGH-RIB LATH 5/8"HIGH-RIBBED LATH ATTACHED w/ 2" ROOFING GALV. NAILS B E RIB &ALSO +/_42 PSF +48.Opsf (1) BETWEEN EACH RIB. MAX 3" ox. ALONG EACH TRUSS & NAILER w/ STUCCO FINISH. -48.0psf SHUTTER RE -USE EXISTING OR 24 GAUGE KD MANUFACT. TRACK/DIRECT MOUNT - 1/4"0 POWERS CAULK -IN w/ MIN. 1.5" +/-36 PSF +45/-50PSF GALVANIZED STEEL EMBEDMENT & 1/4-20 STAINLESS STEEL MACHINE SCREWS T MAVF RFVTFWF.TI TTTF. APnVF. PPnnTTCT APPROVAT. TMPORMATTON POT? C'.0VPT.TATTf F. WTTTT RF.AT.F.TI nPRTrM TVIf TTVPwTC' (I fc)vc) EXISTING HOUSE TO REMAIN AS IS 1. ALL WORK TO BE AS PER FLORIDA BUILDING CODE 2007, AND TO MEET OR EXCEED ALL APPLICABLE LOCAL REQUIREMENTS. 2. GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE PRIOR TO FORMALIZING A BID FOR CONSTRUCTION. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIALS, UTILITIES, TESTING, WASTE REMOVAL, STORAGE, SECURING OF SITE, ACCOMODATION, TRANSPORT/FREIGHT AND ALL OTHER COSTS RELATED TO THE COMPLETION of THIS PROJECT, UNLESS EXPLICITLY IDENTIFIED HERE. 4. 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. 5. GENERAL CONTRACTOR TO CHECK ALL DRAWINGS FOR ERRORS AND OMMISIONS AND BRING THEM TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING ANY WORK, OR ORDERING MATERIALS OF THE RESPECTIVE DIVISION OF WORK. IF SUCH ERRORS AND OMISSIONS ARE NOT REPORTED IN WRITING TO THE ARCHITECT, ANY RESULTING DAMAGES OR COSTS SHALL BE BORN ENTIRELY BY THE GENERAL CONTRACTOR. 6. ARCHITECT IS NOT RESPONSIBLE FOR THE GENERAL CONTRACTORS' METHOD OR MEANS OF CONSTRUCTION. 7. GENERAL CONTRACTOR IS TO KEEP SITE IN A CLEAN AND SAFE STATE THROUGHOUT THE COURSE OF CONSTRUCTION. ON BUILDING TURN -OVER, GENERAL CONTRACTOR TO CLEAN ALL SURFACES SO AS TO BE FREE OF DUST, GREASE, STAINS, SCUFFS, ETC. 8. ALL WORK AND MATERIAL To BE GUARANTEED BY GENERAL CONTRACTOR FOR ONE YEAR AFTER CERTIFICATE OF OCCUPANCY. 9. ENSURE TO PROVIDE TEMORARY BRACING OF ROOF STRUCTURE PRIOR TO CUTTING INTO LOAD BEARING WALL FOR HEADER INSTALL. 26'-4" TOB � NEW ROOF RIDGE FRONT ELEVATION PRE -CAST CONCRETE LINTEL SCHEDULE: OWINDOW LINTELS: 64% 8F16-OB/1T; ALLOWABLE OF 2,290 UPLIFT; 1,999 GRAVITY ACTUAL OF <700 PLF FOR EITHER. O OHD LINTEL ALREADY EXISTS NOTE: R=RECESS NOTE: USE CAST-CRETE FILE 8F1 NOMINAL WIDTH �! NOMINAL HEIGHT /1 T-:SL ## :BQR "QUANTITY BOTf0A15 NOTE TO BUILDER: 1. CONFIRM ALL MASONRY OPENINGS FOR ALL DOORS & WINDOWS. 2, ENSURE INTERIOR WALLS LAID OUT TO ALIGN w/ FINISHED CBS WALLS. 3. BLOCK WALLS DRAWN @ 8" THICK & INTERIOR @ 4.5" OR 6.5" FOR 2x6 ROOF 10'-5" WIDE ADDITION SCALE: 1/4"—l'—O" FILE COPY D'N EXISTING DINING NEW METAL ROOF TILES TO MATCH EDGSTING. 11'-2.5" TOE 9'-2.5" TOB 3'-0" STUCCO & PAINT FINISH TO MATCH EXISTING. 6" STUCCO BAND TO l MATCH EXISTING. 26'-4" TOE FIELD CONFIRM 29'-6" ti ti o'-O_ FEE e 10'-5" WIDE ADDITION EXISTING HOUSE TO REMA14 AS IS THESE PLANS AND ALL PROPOSED WORK SUBJECTARE N REQUIRED BY FIELDINSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. EXISTING DEN RELOCATE EDSTINGHOSE BIB THIS LOCATION. ZN EXISTING I. EXISTING - NEW I. LAUNDRY GOLF CAR GOLF CAR I to STORAGE .... STORAGE .....I „ ..... .. ■ . . . . . . . . . . . . . . . . . N I ................... ..........■ . EXISTING CUT WALL TO . GARAGE SLAB MR PASSAGE WAY � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ z................ az�..... PROPOSED Lj o�Z STORAGE ..... N ow ...... .... ADDITION �8 �W�: cv PROPOSED ADDITION IS o ■ NOT CONDITIONED O AREA TABULATION ................. ■ Ui ADDITION: 316,SF .............. ................. 1 .......... ...... ........■ 23'-2" 1 10'-5" PARTIAL FLOOR PLAN SCALE: 1/4"=l'—O" WALL. TYPE LEGEND EXIST'G EXTERIOR WALL REINFORCED CBS w/ STUCCO FINISH EXISTING INTERIOR 2X-FRAMED WALL NEW EXTERIOR WALL REINFORCED CBS w/ STUCCO FINISH NEW 2x6 FRAMED WALL w/ 5.5" BATT INSUL. & GYPSUM FINISHES TO MATCH EXISTING WALLS RELOCATE EMSTING 6070 OBD TO THIS LOCATION. 0'_0" FFE EXISTING WINDOW: 47"x71" (CONFIRM M.O.) Ln z Ln oF�, LLJ n 0) O O _O LL_ Ln U � LLJ LIJ U z� O U cal LLI Q r__ Q U DI� n-� O <L n THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. COPYRIGHT OF RAYMOND CHLADNY COPY OR USE ONLY WITH PRIOR PERMISSION. INC. I REVISION/ISSUEI DATE 1ST REVISION 1 07.20.09 I& I 2ND-REVISION I CLIENT: PENICNAK FAMILY 1535 NW BUTTONBUSH HARBOUR RIDGE ST. LUCIE COUNTY, FL 2 3 SCARY ED St. Lucie 00unty Raymond Chladny Licensed Architect #AR-0017475 RIGHT SIDE ELEVATION THESEFL�1.• IH,�Depv,h WITH THE FLORIDA BUILDING CUDE. o9()C.c - U / ©02 ROOF EDGE RIDGE V O I O FILE C W 'hc , d IN;r uurt 1'111 01W VUDE. SHEATHING SHALL BE FASTENED TO ROOF FRAMING W/ 8d RING SHANG GALV. NAILS 4"O.C. ® EDGES AND 5" O.C. AT INTERMEDIATE FRAMING EXCEPT AS FOLLOWS: USE 8d GALV. RING SHANK NAILS AT 3" O.C. IN ZONE 2 & 3. ROOF SYSTEM DETAIL 75 EXIST'G TRUSSES PROVIDE VALLEY & OTHER FLASHINGS FOR WATER TIGHT ROOF. CONTINUOUS BEVEL CUT 2x6 PLATE w/ (2)16d TO EACH EXISTING TRUSS BELOW. 2x4 BLOCKING ®48" "— o.c. & RIDGE. STRAP NEW TRUSS THRU SLOT IN ROOF SHTG ® EACH EXIST'G TRUSS w/ HTS16 w/ (8)10dx1.5" TO NEW TRUSS & SAME TO EXISTING TRUSSES. MAX. UPLIFT PER CONNECTOR: 1,150lbs. 19/32" CDX w/CLIPS ATTACHED w/8d RING NAILS PRE—ENGINEERED WOOD TRUSSES SPACED 24" O.C. MIN. R19 BATT 1/2" GYPSUM CEILING BOARD BOND BEAM ((1)#5 CONTIN.— FOR REINF.) (1)#5 CORNER BAR WITH 30" TYP OVERLAPS GROUT FILLED 8" U—SHAPE PC LINTEL SEE LINTEL SCHEDULE. M-mw NEW TRUSSES NEW 5/8" FINISHED GYPSUM BRD CEIL'G. EXIST'G CONNECTOR TRUSS TO BEAM - EXIST'G BOND SECTIONEcAM &CBS WALL SCALE: 3/8"=1'-0" N.T.S. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CUT BACK EXISTING SOFFIT FOR NEW ROOF. 9'-2.5" T� METAL ROOF TILES SEE P.APPROVAL —MIN. UNDERLAYMENT: TO ASTM D 226 TYPE II, MIN, 4" SIDE —LAP, 6" END —LAP & FASTENED w/ TIN TAGS & 12go 1.25" RING SHANK NAILS © 611ox. MAX. TO PLYWD 5.75 SHEATHING NEW HETA20 CONNECTOR FIELD MEASURE EXISTING TRUSS HEEL HEIGHT TO 30" OVERLAP ENSURE PROPER FIT WITH NEW ROOF TRUSSES. MINIMUM ROOF FRAMING PLAN STANDARD HOOKJ/ CORNER BENDS / AT EACH CORNER TO PROVIDE CONTINUITY FILLED CELL WITH (1) #5 VERTICAL 8X BOND BEAM #5 RODS TOP AND BOTTOM CONTINUOUS CORNER REINFORCING �/,�' NEW FASCIA & DRIP TO v MATCH EXISTING. (ALUM. DRIP EDGE w/ 1 x4 R.S.CEDAR TRIM, 2x8 36" R.S.CEDAR FASCIA, 2x4 SUB —FASCIA. PAINT 2x— AT VENT BLACK) HIGH —RIBBED LATH & STUCCO FINISH w/ 4" CONTIN. SCREEN VENT TO MATCH EXISTING. PRECAST SILL BY PRECAST MFR.\ WINDOW BUCK 1/2" PT FIRRING STRIPS @16"OC n 44" ll MP) w/R4 (MIN) INSULATION II 11 (1) #5 DOWEL (10") (REA NO CONDITIONED)L) OII 12" MIN, EMB AND 30" LAP TYPICAL FLOOR FINISH (OPTIONAL) II GROUTEDTCELOPENING EACH BY OWNER 4 a —III=�I=I "�CONTINUOUS STRIP FOOTING 4 SLAB, FIBERMESH -III=III—III=I c UNDER ALL NEW CBS WALLS. CONCRETE = I I —III —I = = 14" DEEP x 16" WIDE w/ III=III 16" 1.5" WATER STOP RECESS; (3) #5 CONTIN. HOR. BARS. ATYPICAL WALL SECTION SCALE: N.T.S. SCALE: 1/4"=1'—O" CONECTOR SCHEDULE: SEE TRUSS SHOP DRAWINGS AND CUT SHEETS FOR PROFILES, LAYOUT AND REACTIONS. MAX. UPLIFT REACTION ARE < 1400 lbs. USE HETA20 FOR ALL TRUSS TO CBS CONNECTIONS w/ MAX. ALLOWABLE UPLIFT OF 1805 lbs. SEE ARCHITECT DETAILS FOR OTHER CONNECTOR SITUATIONS. ALL NEW TRUSS TO NEW TRUSS CONNECTORS BY TRUSS MANUFACT'R. SCALE N.T.S. #5,CORNER BAR w/ 15' MIN. OVERLAP #5 VERT REINF. TYP w I � II #5 HORIZ REINF. TYPE I CORNER BAR BLOCK TRANSITION SCALE N.T.S. EXTERIOR FACE OF WALL STUCCO RETURN 2X6 P.T. AT HEIGHT OF DOOR SET 1/2" INTO OPENING GARAGE DOOR HARDWARE 1/2" X 6" REDHEADS WITH MINIMUM 2"0 X 1/8" WASHERS AT 24"O.C. AND 12" AT ENDS TRACK BRACKETS TO PT BUCK THIGH DOOR: 5-3/8" X 1-7/8" LAG SCREWS WITH WASHER HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE. OVERHEAD DOOR ATTACHMENT SCALE N.T.S. EXTERIOR FACE OF WALL #6 CONCRETE NAILS WITH 3/4" MINIMUM EMBEDMENT INTO CBS I "�U�CK IN BED OF PL400 WINDOW BUCK SCALE N.T.S. r) EXISTING 10"#5 BARS, w/ 5" INZ Ln DEN EMBED. w/ EPDXY TO EXISTING FILLED CBS 24" o.c. FROM SLAB TO BOND BEAM(THI3 SIDE W OF OHD) 0) Q --• I I 1 I 10 Q 0 I I 1 I I EXISTINGENSURFINI E NEW HED GO FE CAR cD U W W FLooxs To BE FLUSH --' STORAGE Q U NEW CONCRETE SLAB r CON ALL M.O. FOR & PERIMETER T'EIV►STE TRATI'ViEIVTEt!!l2 D WINDo & DOORS w/ z I­­J I FOUNDATION MAN ACTURER � U 18"#5 BARS, w/ 5" I EMBED. EPDXY II— ! 0 / /� E r1l i�` INTO EXISTING UV J I ` -- IN FM FILLED CBS 0 24" o. c. FROM SLAB TO - BOND BEAM. I ■ ENSURE NEW & - Q u EXISTING FINISHED '*" O FLOORS TO BE FLUSH r __ 00 . I ■ " GEH EXISTINGr�co THESE DRAWINGS CONTAIN GARAGE E0014 a I ARCHITECTURAL ORGRAPHHC� zMI �g I ■ PURPOSES ONLY. SIZE AND I - $wo d� LU LOCATION MAY VARY TO � REMOVE CBS FROM x> a 0 2 aL7MEET MANUFACTURER'S SPECIFICATIONS. EXISTING 3II,L TO SLAB I- --. W z N u aarEoI Luw DO NOT SCALE DRAWINGS. ENSURE NEW & awm6�Q ANY QUESTIONS ABOUT EXISTING FINISHED --• AM42 ■ DIMENSIONS, CONTACT FLOORS TO BE FLUSH o DESIGNER. I o" 0 --- I COPYRIGHT OF RAYMOND CHLADNY o 0 w ■ COPY OR USE ONLY WITH CO PRIOR PERMISSION. I --- BARS, w/ 5 EMBED. " I - EMBED. w/ EPDXY INTO EXISTING FOOTING 0 24" o.c., MAX ALONG I ■ BUTTING EDGE OF NEW SLAB. IN FIR ■ W 18"#5 BARS, w/ 5" CONTINUOUS STRIP EMBED. w/ EPDXY FOOTING UNDER ALL INTO EXISTING FILLED + ++ NEW CBS WALLS. 18" — CBS 0 24" ox. FROM 1 0 — 5 DEEP w/ 4" SLAB SLAB TO BOND BEAM. Q INCLUDED; IB" WIDE; (3) #5 CONTIN. HOR. BARS. j FOUNDATION PLAN a J> SCALE: 1/4 -1 -0 THESE PLANS AND ALL PROPOSED WORK W ARE SUBJECT TO ANY CORRECTIONSREQUcoAY BIE NECESSARY RED BY FIELD IIN ORDERTONSPECTOST�T EXISTING V♦1 COMPLY WITH ALL APPLICABLE CODES, DEN OE GFIqp) ■ E EXIST'G 200A �& = O 120/240V Nrl GO FE CAR ELECT. PANEL `J STORAGE N LGFI N Z co ■ N NO WP 2x SOLID BLOCKING ®WINDOW PERIMETER (KNOTCHED INTO STUDS) STUCCO OVER 1/2" SHEATHING L /2" MAX 4" GAP MAX FILE SAME ATTACHMENT ® PERIMETER OF WINDOW AS SHOWN ABOVE CMU CONSTRUCTION STORM PANEL ATTACHMENT (CONC.BLOCK) SCALE N.T.S. NEW CIRCUITS ON NIjb GFI F EXISTING AND AVAILABLE IN FLOOR Z SPARE CIRCUITS. IN SLAB OUTLETS ON (1) N L/ SPARE & INTERIOR LITES GFI ■ I M & FANS ON 2ND SPARE N CIRCUIT & NEW WALL \ '^L J MNT OUTLETS & CEIL'G ■ SURFACE MNT LITE ON N 1 3RD SPARE. EXISTING ■ f GARAGE N GFI F I START DATE: MARCH 23 09 N__ AFF NO. REVISION/ISSUE DATE E: EXISTING ELECTRICAL FIXTURE ■ V N: NEW ELECTRICAL FIXTURE 2ND REVISION 07.09.09 N I� ND_SION ® 3RD_REVISION CLIENT: TO EXIST'G ■ PENICNAK FAMILY SWITCH A� WP I 1535 NW BUTTONBUSH N(t) GFI HARBOUR RIDGE 1 IN FLOOR ST. LUCIE COUNTY, FL IIIIIIIIIIIIIIINIIIIIIIIIII■ ■ I NEW EXT. LITE ON SAME CIRCUIT AS EXISTING LITES. r 1 ELECTRICAL PLAN SCALE: 1 /4"=1' — O" Raymond Chladny Licensed Architect NAR 0017475 ELECTRICAL. NOTES: 1. ALL WORK TO FLORIDA ELECTRICAL CODE & REQUIREMENTS OF FPL; 2. CONDUCTORS TO BE #12 CU, OFF EXISTING CIRCUIT FROM EXISTING PORCH. ALL INSULATION TO BE THHN; CONDUIT AS FOLLOWS: PVC BELOW GROUND; RIGID FROM U/G TO SERVICE; BOX FOR EXTERIOR LITE ON HOUSE; AC, MC OR EMT CONDUIT ELSEWHERE. A=2