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HomeMy WebLinkAboutALTERATIONS & ADDITIONSINFILL WINDOW 6'_V' m 14-5" 35'-0" 7'-4" 22'-2" -4" ------F-2 I I _ I � I � I i1- ------------ I I I I I 4" POUR CONC. SLAB (Woo PSI.) ,., I w/6b-10/10 W.WM.( FIBER MESH OPT. ) ON MN. b LL I MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN WELL COMPACTED POISON TREATED SANDFILL ( 2500 P.S.F. ) I I I 12'-4" I I NIFILL It SILL SOW---�---� b �j 61 - FD. 0 WINDOW OPTIONAL: W CONC. OVERPOUR OF EXISTING SLAB W/ COLD EXISTING t GARAGE N PROVIDE I:4" CONC. OVER POUR OVER HIGH DENSITY STYROFOAM (13 PCF MIN.) STRUCTURAL MULLIONS INSTALLED BETWEEN TRANSOM AND LOWER WINDOWS AT FRONT ENTRY AS FOLLOW: 611.1 x 2"Hx IoV"T TUBE STEEL W/ WELDED INFILL END PLATES 6" x 12" x 142"T AND 4 NELSON WINDOW STUDS AT EACH PLATE INFILL WINDOW INFILL WINDOW `,7 ATION PLAN 2'-9, I _• N ,� I I Ti SxS FORMED AND POURED W/ I-#5 THRU LINTEL 4" POUR CONC. SLAB (3000 PSS.) w/bb-10A0 W.WM.l FIBER MESH OPT. ) ON MIN. 6 MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN WELL COMPACTED POISON TREATED c. SANDFILL ( 2500 P.S.F.) LL I I I I I I-----------F-2----------J -4„1 AI/loiLi 17-4- Fm- #4 DOWELS AT 24" OL. 6" EMBED MIN. EPDXY SOLID WITH SIMPSON ET EPDXY GENERAL FOUNDATION LEGEND (NOT ALL DESIGNATION§ AND NOT S APPLY TO THIS JOB) FOUNDATION FOOTINGS F-I 8"xl7' THICKENED EDGE W/ 1-#5 CONT. P-2 18" x 16" MONO FOOTING W/ 2-#5 CONT. CONCRETE COLUMNS C-I 8" x 8" CMU W/ 1-#5 VERT. GROUTED SOLID AT48" O.C. (24" O.C. FOR 2 OR MORE STORIES. C-2 ■ ■ 8" x 16" CMU W/ I-#5 VERT. EACH CELL GROUTED SOLID C-3 8"x 12" POURED CONC. COL. W/ 4-#5 VERT $ #3 TIES AT 12" D.C. STEEL COLUMNS S-I 3tt" x 3V2"x I/4" COLUMN - SEE DETAILS - SUBMIT SHOP DRAWINGS CONCRETE BEAMS 5-1 PERIMETER BOND BEAM PRECAST LINTELS - SEE CAST CRETE SCHEDULE 5-2 8" x 12" POURED CONC. BEAM W/ 4-#5's CONT. 5-3 8"x I6" POURED CONC. BEAM W/ 4-#5a CONY. ® INDICATES NEW V' CMN WALL W/ FILLED CELLS AT 48" O.C. _ NDICATES NEW 5/8"4 x 16" LONG DOWEL AT 24" O.C., EPDXIED SOLID INTO EXISTING SLAB ® NDICATES NEW CONCRETE LINTEL - SEE CAST CRETE SCHEDULE SFS GENERAL FOUNDATION NOTES: (NOT ALL NOTES ARE SPECIFIC TO THIS JOB) I. CONTRACTOR TO VERIFY ALL INTERIOR BEARING WALL FT'GS W/ ROOF TRUSS MANUFACTURER 2. SOIL BEARING VALUES, FOUNDATION DESIGNS SHOWN HERE ARE BASED ON A SOIL EIEARING VALUE OF 2,500 P.S.F. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL DRAINED NON -EXPANSIVE SOILS. SOILS SHALL BE COMPACTED TO S5% MN. OF MODIFIED PROCTOR TEST. A CERTIFIED SOILS ENGINEER SHALL CONDUCT ON SITE BORINGS AT LOCATIONS SPECIFIED BY THE STRUCTURAL ENGINEER THE SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE STRUCTURAL ENGINEER AND ENGINEER SHALL BE CONTACTED IMMEDIATELY FOR NEW DESIGNS. 3. CONTRACTOR TO VERIFY SOIL DENSITY AS PER GEO-TECHNICAL ENGINEERING SOC. PRIOR TO CONCRETE PLACEMENT. 4. ALL REBAR TO HAVE A MIN LAP (48x BAR DIA) AT ALL JOINTS AND COMERS 5. INDICATES LOAD BEARING 2x b OR 2x6 STUD WALL AT 16" O.C. TYP. UN.O. REFER TO TYP DETAIL. Att 6. MINIMUM FOOTING PENETRATION. EXTEND BOTTOM OF ALL FOUNDATIONS AT PERIMETER OF BUILDING 12" MINIMUM BELOW FINISHED GRADE 7. CONCRETE STRENGTH. MINIMUM CONCRETE STRENGTH FOR ALL SLABS PATIOS, AND FOUNDATIONS SHALL BE MINIMUM 3=0 PSI AFTER 28 DAYS. PROVIDE TEST REPORTS ON EACH BUILDING FOR THE OWNERS RECORD AND ACCESSIBLE TO THE ENGINEER S. EXPANSION JOINT. PROVIDE 1/2" THICK x 4" WIDE BITUMINOUS EXPANSION JOINT MATERIAL AT ALL SURFACES WHERE EXIST'G SLABS ABUT TO NEW SLABS. 9. PATIO SLABS. PROVIDE 4" THICK CONCRETE SLABS REINFORCED WITH 6X6 10A0 WELDED MESH. PLACE SLABS OVER TERMITE TREATED, WELL COMPACTED SOIL AND 6-MIL VISWEEN VAPOR BARRIER SLOPE PATIO SLABS AWAY FROM EtUILDNG. 10. SLAB FINISH. PROVIDE STEEL TROWEL FNISH ALL INTERIOR SLAB AREAS INCLUDING GARAGES. CREATE BROOM FINISH TEXTURE FOR ALL EXTERIOR SLABS. 11. ALL CONCRETE BEAMS (P.C. LINTELS) BY CASTCRETE OR EMAL. 12. VERIFY ALL WALL OPENINGS WITH WNDOW AND DOOR MANUFACTURER'S SPECIFICATIONS. 13. PROVIDE RECESSES N SLAB AS REQUIRED FOR ALL EXTERIOR DOORS VERIFY RECESS WITH MANUFACTURER) JAMES C. PAINE, JR. ARCHITECT FIRM LTC.#0009524 2831A EXCHANGE CT. WEST PALM BEACH FLORIDA 33409 (561)346-4685 FAX (561) 686-5862 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN THE PROPERTY OF THE METRO DESIGN GROUP, UNAUTHORIZED USE OR REPRODUCTION WITHOUT WRITTEN PERMISSION OF THE METRO DESIGN GROUP IS PROHIBITED. THIS DRAWING IS FOR USE IN CONNECTION `WITH THIS PROTECT AND SHALL NOT BE USED FOR ANY OTHER LOCATIONS COPYRIGHT 2015 TAMES C. PAINE, AIA. 7'-1" 7'4" 14'-2" 0 SCANNED BY St Lucie County Ul 0 NEW 8x8 BOND BEAM W/ I-#5 NEW tl0'-0" W MESH �'•', :.�' . i '.:�`' ' 3" MIN. CLR 71 A. PLUMEING NOTE- - ALL PLUM5ING FIXTURES TO BE LOCATED IN EXISTING LOCATIONS 1/ 2.1 1 FOOTING DETAIL #5 DOWELS AT 32" O.G. TYP.— m NEW 3000 PSI X 4" FIBERMESH CONCRETE EXISTING SLAB (TYP.) NEW 6 MIL VAPOR` BARRIER EXISTG VAPOR BARRIER PROVIDE TERMITE POSSON 2/ 2.1 1 LAB REPAIR DETAIL w a W (n W mi�- aoJ 00m 9U) 04 2 �; ,... 1 i i ; , .. „•; .:�{...:'. , ^ EXIST B'-01, �g +-#5 DOWEL AT 48" O.C. W/ 10" I AFF. ED W1 t EPDXY 1 3/4 =1-0 (\M �\ INTO EXIST TIE SEAM EXISTING 8x12 FORMED AND POURED CONC BEAM 00 EXIS CMU WALL W 0 N z I 00 00 OI w � w Q rj-) NO SCALE 1 3/ 2.1 1 NEW TIE BEAM 3/411 = I'-0" SHEET 2*1 3 OF 9 SHEETS supervision C. RAM L A INFILL WINDOW INFILL WINDOW REPLACES FINISHES AND FIXTURES INFILL WINDOW T-4" ® nA 31 EXIST EXI5TING BEDRM 2 PR3000_ FAMILY Rl" i 10'-0" CLG BYPASS II'-0" GLG I EXIST :a M. SEDRM INFILL WINDOW 10-0, CLG ml PR3080 BYPASS 7_1011 n I NEW LIVING RM II'-0" CLG �I OQ LOWER 10'-0" GLG O LOWER 0 2'-9" 5'-10" 5'-10" 2'-9" NE UPPER COVERED ENTRY © II'-4" CLG BUCK ATTACHMENT ABOVE DOOR _ (2) 3/6"0 CARRIAGE BOLTS 3" FROM END STAGGERED AT 14" O.C. BUCK ATTACHMENT ABOVE WINDOWS (2) #14 STAINLESS STEEL SCREWS AT EACH END AND 8" O.G. WINDOW ATTACHEMENT #14 DELF DRILLING SOWS THRIJ BUCK INTO STEEL TUBE NORT -4" 17'-2" 19'-10" Ist FLOOR PLAN - REMODEL00 PLUMBING NOTE: - ALL PLUMBING FIXTURES TO BE LOCATED .--� IN E T T N ^ DOOR SCHEDULE - # QUANTITY CODE TYPE M.O. SIZES NOTES N-O.A. # I I F R3080 SUING 74' X 96" FRENCH DOORS MR-) 17-0504.01 2 1 3080 SUING 40" X 96" FRENCH DOORS (I.li 17-0504.01 3 I PR3080 SWING 74, X 56" FRENCH DOORS (I.R.) 17-0504.01 WINDOW SCHEDULE - BASED ON PGT SIZES # QUANTITY CODE TYPE M.O. SIZES NOTES N.O.A. # A 4 D25 W.R. 75" x (04' IMPACT RESISTANT 17-0411/06 B 1 35 Hit 54" x 64" EGRESS AT BEDROOMS MR) 17-0411/06 C 2 TTT H.R 48" x 64" IMPACT RESISTANT 17-0411/06 D H33 H.R 27U9" x 31' TEMP. OBSCURE (IPJ 17-0411/06 E I TTT H.R. 73" X 56" IMPACT RESISTANT 17-0411/06 F I TTT FIXED 48" x 13" IMPACT RESISTANT 17-0614.11 G I TTT FIXED 73" x 13" IMPACT RESISTANT 17-061_4.11 H I T25 H.R. 113" x 64" _ _ IMPACT V.61ST TA,0411/ft 22'-2" I'-4" NEW COVERED PATIO II'-4" CLG NO OOI DW 1 NEW KI C N VAULT CLG I 0 U.C. -1 1 MICRO L _ J RANGE W/ HOC W/ POT NEW BLAND FILLER IUZ WINE 1 I _J -4" 12'-4" INFILL WINDOW LAUNDRY 2880 Q 3" F.D. 2880 2680 WH -4" 4i 3'-0" #i NEW OFFICE 10'-0" CLG 7.4. T-I" 14'-2" INFILL WINDOW INPILL WINDOW �1 VERIFY ALL EXISTING WINDOW AND DOOR OPENINGS PRIOR TO ORDERING WINDOWS AND DOORS GENERAL NOTES: NOTE: DO NOT SCALE DRAWINGS. USE FIGU n nrrm uSrr:uS O u v 1. ALL WORK SHALL COMPLY WITH 2O17 FLORIDA RESIDENTIAL BUILDING CODE AS ADOPTED BY THE LOCAL COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. VERIFY ALL DIMENSIONS AND EXISTING/ NEW CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER IN WRITING IMMEDIATELY PRIOR TO ANY WORK FOR REVISION AS REQUIRED. ENGINEER TAKES NO RESPONSIBILITY FOR CONfRACTORB OR SUB -CONTRACTORS NOT REPORTING DISCREPANCIES PRIOR TO CONSTRUCTION. (SEE DEMOLITION PLAN FOR ALL GENERAL DEMOLITION NOTES) (SEE FOINDATION PLAN FOR ALL GENERAL FOUNDATION NOTES) (SEE ROOF/ FRAMING PLAN FOR ALL GENERAL NOTES) (SEE PLUMBING PLAN FOR ALL GENERAL PLUMBING NOTES) (SEE AIR CONDITIONING PLAN FOR ALL GENERAL AIR CONDITIONING NOTES) (SEE ELECTRICAL PLAN FOR ALL GENERAL ELECTRICAL NOTES) 3. EXTERIOR WALLS TO BE NOMINAL 8" MASONRY CONSTRUCTION w/ 1"4" P.T. FURRING STRIPS AT MAX bo c. FOR CMU CONSTRUCTION 4. EXTERIOR WOOD WALLS TO BE NOMINAL 2x6 OR 2x8 P.T. WOOD FRAMING AT 16" O.C. 5. INTERIOR (NON -LOAD BEARING WALLS TO BE 3%" x 25 GA METAL STUDS AT 16" O.C. UNLESS NOTED OTHERWISE. 6. ALL WOOD FRAMING IN CONTACT WITH CONCRETE SHALL BE SEPARATED WITH A MIN. 15# FELT OR15E PRESSUiRE TREATED WOOD (P.T-) 7. ALL CBS WALLS TO RECEIVE APPROVED R-4.2 (MIN-) INSULATION (PROVIDE R-5 IF UNDER 600 S.F. ADDITION) WOOD WALLS TO RECEIVE R-11 (MIN.) BATT INSULATION AND ALL ATTIC SPACES TO RECEIVE R-30 (MIN.) BATT INSULATION FOR ALL CONDITIONED SPACES. CONTRACTOR TO VERIFY WITH ENER!aY CODE CALCS. 8 . WINDOWS TO BE ALUMINUM FRAME PG.T. (UNLESS NOTED OTHERWISE) WITH TINTED GLASS INSTALL PER MANUFACTURERS RREC "IE:NDED INSTALLATION INSTRUCTIONS AND ALL LOCAL CODES. S. CAULK AND SEAL ALL WINDOWS AND DOOR OPENINGS. SEAL JOINTS BETWEEN DISSIMILAR MATERIALS AS REQUIRED. 10. WET AiREA WALLS (TUB AND SHOWER AREAS) TO HAVE 1/2" MR DRYWALL OR EQUAL 11. W'# CARRIAGE BOLTS SHALL BE USED IN LIEU OF NAILS IN 'SIMPSONPOST CAPS E BASES. 12. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY CODE AND IF: APPLICABLE, BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE 13. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. THE ENGINEERS PERIODIC VISITS TO THE SITE SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY AND HE/SHE ALONE SHALL BE HELD LIABLE FOR ANY AND ALL LITIGATION ARISING FROM INJURY. 14. ALL BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 15. ALL WORK TO BE IN COMPLETE WORKING ORDER IN PLACE, AND READY FOR USE. *. CONTRACTOR SHALL PROVIDE ENGINEER WITH SHOP DRAWINGS FOR ALL ITEMS THAT REQUIRE FABRICATION. 17. THE CONTRACTOR OR OWNER IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. 18. ALL DEBRIS/ TRASH TO BE REMOVED FROM JOB SITE AT CONTRACTORS EXPENSE. 1% CONTRACTOR TO SUBMIT PRODUCT APPROVALS FOR - WINDOWS, DOORS, ROOF MATERIAL, CONC. LINTELS, SHUTTERS, ETC. TO ENGINEER FOR APPROVAL. 0 City of Port Saint Lucie Suilding Department Product Approval Submittal Affidavit Permit # Building Address: Contractors Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows E Skylights FL # or Miami -Dade Product Model # Manufacturer Glass Description Attache-ment Method type, Size Spacing Q Embedment Building Design Pressure Product Design Pressure FL-20468 EXT. DOOR Therma-Tru IMPACT '4"4X 2L2" tapcon 4" o.c. min. 04" embed. +36J/ -473 +50.0/ - 50JV 17-0504.01 FR DRS PGT FACT 4"0 X 21/2" tapoon 4" or. min I'4" embed. +36J/ -473 17-041ID& WINDOW HR-710 PGT IMPACT 4"0 X 2y" tapcon 12" oc. min 13/4" embed. +37.8/ -50.6 17-0614J1 FXD GLS HW710 PGT IMPACT 4"0 X 2h" tapcon 12" cc. min. I1/4' embed. +3713/ -50.6 Product Model # Manufacturer Attache•ment Method Typo, Sim Spacing, Embedment Q Stiffener etc. Building Design Pressure Product Design Pressure Mullions Roof Siding Soffit Hurricane Panels less than 6' span Gauge of etas[ Hurricane Panels 6' span or more Gauge of steel I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Signature: Certification Number: Date: FAN GENERAL WALL LEGEND EXISTING 8" CMU WALL TO REMAIN AS IS (NO WORK) 3 W x 25 GAGE METAL STUDS INTERIOR WALL AT 16" O.C. W/ 1/2" DRYWALL AT EACH SIDE, FINISHED AND PAINTED, COLOR BY OWNER PROD C SQUARE FOOTAGE: NEW TOTAL LIVING AREA 2,103 SQ. FT. NEW COVERED ENTRY 230 SQ. FT. NEW COVERED PATIO 353 SQ. PT. EXISTING TOTAL UNDER ROOF 2,686 SQ. FT, BUILDING CHAPTER #402 0 DESIGN PARAMETERS: F.B.C. 2017 RESIDENTIAL ASCE 7-10 BASIC WIND SPEED I70 MP 3 BASIC WIND VELOCITI PRESSURE: 32J WIND EXPOSURE CLASSIFICATION 'D' RISK CATEGORY 2 OCCUPANCY USE/ TYPE: SINGLE FAMILY DWELLING - R3 DESIGN AS: 1. ENCLOSED x MEAN ROOF HEIGHT - t30 MAX TOTAL ROOF LIVE LOAD - 30POP TOTAL ROOF DEAD LOAD - 17 PSP BOTTOM CHORD DEAD LOAD - 10 PSF MIN. SOIL BEARING PRESSURE - 2500 PSF CODES FOR REFERENCE 2017 FLORIDA BUILDING CODE RESIDENTIAL 2017 FLORIDA MECHANICAL $ PLUMBING CODE 2014 NPPA (NEC) 2017 WPA-72 (ALL LOCAL. AND STATE AMENDMENTS) y f u JAMES C. PAINE, JR. ARCHITECT FIRM LIC.#0009524 1831A EXCHANGE CT WEST PALM BEACH FLORIDA 33409 (561) 346-4685 FAX (561) 686-5862 'HIS DRAWING IS AN INSTRUMENT )F SERVICE AND AS SUCH SHALL 2EMAM THE PROPERTY OF THE METRO DESIGN GROUP, UNAUTHORIZED JS E OR REPRODUCTION WITHOUT VRITTEN PERMISSION OF THE METRO DESIGN GROUP IS PROHIBITED. THIS ]RAWING IS FOR USE IN CONNECTION KITH THIS PROJECT AND SHALL NOT 3E USED FOR ANY OTHER LOCATIONS :OPIRIGHT 2015 TAMES C. PAINE, AIA. W � W rn.l W4 o �w � O � LZ• � � � °� a M o w z W W QU) 0. 0. L*1 r (9 W W �i ZZ h N OGi 2=w w 15;0 wF wF Qx cOJ ooJ UW -_ -j Z °r°m Coca vh 90 94 O O (J N un v) p o � � o Q � w SHEET 3*1 4 OF 9 SHEETS supervision