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Home My WebLink AboutFLOOR PLAN2 X 4 JAMB (SEE 57RUG7. FOR INFO) - SET WINDOW IN FULL BED OF VULCUM SILL i -WINDOW FRAME ANCHORED I TO WALL W/ 3/16" X 4" WOOD - SCREWS (912" O.G. - SEE STRUCTURAL DRAWINGS FOR - - 5TUCTURAL JAMB DETAIL SET ALL WINDOW TRIM AND WINDOWS IN FULL BED OF VULCOM - - - - - - 4" WIDE MTL. LATH AND 57UCCO BAND ON (2) LAYERS OF TYVEK -- STUCCO FIN. ON 2 LAYER5 OF TYVEK ON 5/8" GDX. PLYWOOD 5HT6. ON 2" X 8" WOOD STUDS AT 16 "OC. 0 WINDOW JAMS DETAIL SCALE 3/411 = 1'-0" EXIST& EXISTS. EXIST&. l?420H IO _ _ _ _ HIWOA TO _ _ WINDOW TO REMAIN. REMAIN. — REMATIC — — — — — — — \ - WINDOW TO REMAIN. \ N (T SECOND FLOOR PLAN EXISTS. WINDOW TO REMAIN. EXISTS. WINDOW TO REMAIN. Oft" CERTIFICATION FOR WIND LOAD GOMMIANCEI WA70CHre I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DE516NEO TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OD THE BUILDING CODE A5 AMENDED, ADOPTED, AND ENFORCED BY ST. LICE COUNTY BUILDING DEPARTMENT. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS. `.SYSTEMS- AND RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY THE CURRENT CODE PROVI5ION5, I HERBY ACCEPT RESPONSIBILITY FOR THE STRUCTURAL OE5I6N. 020ft r01114HEM s AM AMALYSM CODE EDITIONS: 201-7 FLORIDA BUILDING CODE (6 EDITION) A50E 7-10 BUILDING DESI6N AS: ENCL05W BA51C WIND SPEED: WEST OF TURNPIKE_____ EAST OF TURNPIKE--X___ BUILDING CATEGORY: I _ II X III_ IV_ WIND IMPORTANCE 1.0 FACTOR: — INTERNAL PRESSURE .18 COEFFICIENT: — GARA6E DOOR SEE FLOOR PLAN FOR WIND DESIGN PRE55URE: PRESSURES WINDOW DE516N SEE FLOOR PLAN FOR WIND PRESSURE: PRESSURES FOR WINDOWS AND DOORS IN INT. AN DEND ZONES WIND SPEED 1-10 MPH, EXPOSURE: C IMPACT PROTECTION APPROVED SHUTTERS (EXTERIOR — OPENIN&5): IMPACT RE515TANT X &LASS — (MUST BE INDICATED ON PERMIT DOCUMENTS FOR ALL RESIDENTIAL / COMMERCIAL BU'LDIN(95, ALTERATIONS, AND RENOVATIONS) NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOOR, 6ARA6E DOORS, AND 51MILAR ENVELOPE ELEMENTS MUST AL50 BE INDICATEDON CON5TRUCTION PLAN5.5 scooftOF1 1. REMOVE PORTION OF SECOND FLOOR STUD WALL AND ADD NEW WINDOW. 18c�? C�� ST, LUCIE COUNTY BUI IN® DIVISION REVIEWED iFOR COMPL E REVIEW E D IBY YLMNI r llv rcnr'.• SITE OR NO INSPECTION(S) WILL BE MADE WF"rN NEF BY i 1 St. Lucie County \ \ EXISTS. WINDOW TO REMAIN. LRECETV' RECEIVED L 1 JUL 12 2018 CoumY, ST. Lucie County, Permitting &ARI Y I FOl ELL ARCHITECTURE AND FLANN I N6 16 5OU7H RIVER ROAD BEAALL5 POINT, FL. 54gg6 OFFICE: 172-225-1i55 O V cn Q LE yo z v -I - Q 4 knz M� F- z W Cl z_ DRAWN BY NOF G�BGKED BY WGP DATE JUL)' 5, 2015 SGAI.:E AS NOTED 12MV19ION51 0 A - OF SCALE: 1/4" = 1'-0" 'TRUSSE5 XI2" MIN. ER LE 2 "X4" TOP P TIE L5TAI2 -N N1/ 5-100 EA. ER (TYP. FAR 4 SIDE) ER STUDS LL LENGTH WALL i STUDS AT SP4 IN/ (5) 5D X GH MEMBER 6. 2" X 4" P.T. SILL EXIST6/ FLOOR JOISTS SCALE: N75 CVIGT/ 7�/1/1C T/1 TYPICAL WALL SECTION 1) STRUCTURAL NOTES: A. STRIA-7U 2AL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO VERIFY DIMENSIONS, LOCATIONS OF DM-RE55W SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, R55LEET5, BOLT SETTINGS, SLEEVES, ETC. DISCREPANCES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK B. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL OR PLUMBING EQUIPTMENT SHALL BE VERIFIED WITH EQUIPTFIENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER FOR APPROVAL A DRAWING DETAILING THE OPENINGS, LOCATIONS AND SIZE PRIOR TO 00145TRUCTION. NO PENETRATIONS OF ANY STRUCTURAL MEMBER NOT 5HOWN ON THE STRUCTURAL DRAWINGS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER, C. ALL WORK TO BE PREFORMED IN ACCORDANCE WITH ALL STATE, COUNTY, AND OR MUNICIPAL CODES AND ORDINANCES. D. CONTRACTOR SHALL OBTAIN THE LATEST SET OF DRAWINGS INCLUDING ANY REVISIONS BEFORE STARTING CONSTRUCTIONS. E. ALL DETAIL5, 5ECTION5 AND NOTES SHOWN ON THESE DRAWING5 ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLE55 NOTED OR SHOWN. F. COMPUTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 6. WHEN SPECIFICATIONS AND GENERAL NOTES DISAGREE, GENERAI. NOTES SHALL TAKE PRECEDENCE. 2) ELEVATIONS. A. SEE PLANS FOR FINISH FLOOR ELEVATIONS, FOOTING, COLUMN AND BEAM I HEIGHTS. 5) CONCRETE: A. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS F'G= 8,000 PSI. B. TEST: A MINIMUM OF 5 CONCRETE SPECIMANS SHALL BE TAKEN FROM EACH 50 CU. YO. OR PORTION THEREOF. 5PEUMAN5 SHALL BE TOTED ACCORDING TO ASTM A-99, ONE AT 5, ONE AT TAND 5 AT 28 DAYS. C. REINFORCING COVER: 0ONCRETE DEP051T D AGAINST THE GROUND...............................8" FORMF_D CONCRETE AGAINST THE GROUND.....................................Y' BEAMS AND COLUMNS..................................................................................1 1/2" SLABS...................................................................................................................8/4" SLABS ON GROUND (BOTTOM)................................................................I" R/T SLA55 EXPOSED EXPOSED TO MATHER...............................I" 4) SLAB ON FILL: PLACED IN ACCORDANCE WITH AGI B02 A. VAPOR BARRIOR: WATERPROOF MEMBRANES (OVERLAPPED 6" AT JOINTS) WITH PERMEANCE OF LESS T4AN 09 PERMS IN ACCORDANCE WITH ASTM E-46 SHALL BE PROVIDED UNDER INTERIOR SLABS. B. WHERE NO VAPOR BARRIOR 15 USED THE 5UBORADE MUST BE DAMPED WITH WATER IN ADVANCE OF CONGRETING. NO FREE WATER STANDING, ON THE SOIL NOR ANY MIDDY OR SOFT SPOT 15 PERMITTED. C. ANY STRUCTURAL MEMBER PENETRATING SLABS ON FILL 15 TO BE ISOLATED WITH 1 1/2" THICK PRE -MOLDED JOINT FILLER GOMPL.YING WITH ASTM D-1952, TYPE. D. FINISHING, NO PREMATURE FINISHING SHALL BE ALLOYED. IMMEDIATLY FOLLOWING FLOATING TROWELING WITH STEEL TROWELS SHOULD BE COMMENCED IF REQUIRED. BROOMIN6 SHALL BE DONE AFTER THE STEEL TROWELING OPERATION. BUILDING ......................STEEL TROWEL FINISH OUTSIDE SLABS........ BROOM FINISH 5) REINFORCING 5TEEL: A. REINFORCING BARS CONFORIN6 TO ASTM A-615 GRADE 60, INCLUDING COLUMN AND BEAM TIES. B. YODFS WIRE FABRIC CONFORMING TO A5TM A-165 AND SUPPORTED ON SLAB BOLSTERS SPACED AT 5'-0"OC. C. FABRICATION AND DETAILING ACCORDING TO A0I-515. D. ALL ACCESWRIES TO HAVE UPTURNED LEGS AND BE PLASTIC DIPPED AFTER FABRICATION. 6) MASONRY WALLS: A. BEARING MA50NRY 5HOWN IN PLAN SHALL BE ERECTED PRIOR TO THE STRUCTURE ABOVE BEING POURED. B. NON -BEARING MA50NKY 5HOWN 0 IN PLAN SHALL BE ERECTED AFTER THE CONCRETE STRUCTURE 15 POURED AND ALL SHORING HAS BEEN REMOVED. HOLD CLEAR OF OVERHEAD CONCRETE UNTIL ANTICIPATED DEFLECTION HAS OGGURE7. C. MORTOR: CONFORMING TO ASTM C-210, TYPE "M"(2500 PSI) D. CONCRETE LINTM-5: OPENINGS UP TO 4'-0" 8- X 4" WITH 2 k 4 OPENINGS UP TO 8'-O" 6" X 4" WITH 2 k 4 TOP AND BOTT. E. PROVIDE DOVETAIL ANCHORS AT INTERSECTION OF NON -BEARING MA50NRY WITH STRUCTURAL CONCRETE COLUMNS AND WALLS. i) GENERAL BEAM SCHEDULE NOTES: A. SCHEDULE HOOF5 OR STIRRUPS SHALL BE PLACED AT EACH END OF BFAM NOTED OTHERWISE, B. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORT WITH TOP BAR FROM ADJACENT BEAM. C. ALL CONCRETE BEAMS OTHER THAN THOSE WITH THE PREFIX TB SHALL BE POURED PRIOR TO PLACING THE BLOCK BELOW. D. ALL THE BEAM REINFORCING SHALL BE CONTINUOUS THRU BEAMS ONLY. E. ALL THE BEAM TOP REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM AS PER BENDING DIAGRAM. F. DROP BOTT. OF BEAMS AS REGYIIRED AT WINDOW AND DOOR HEADS (28° MAX.) AND ADD 2 N 5 BARS BOTT. IF DROP EXCEEDS 6". G. THE BEAM SCHEDULED DEPTHS ARE MINIMIM5 AND MAY BE INCREASED (8" MAXIMUM TO FIT BLOCK WORK). H. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 8" MINIMUM INTO SUPPORTS UNLESS OTE"SE NOTED. I. PROVIDE 2 • 5 CORNER BARS AT ALL BEAM INTERSECTIONS (50- LEGS MINIMA ) 8) TIMBER A. ALL TIMBER TO HAVE A MINIMUM STRESS GRADE F= 1,200 PSI AND E.1,500,000 mi. 5. ALL ROOF ELEMENTS TO BE BECURE12 TO BEAM OR OTHER STRUGIURAL ELEMENTS WITH HURRICANE STRAPS. C. TRUU S% MANUFACTURER TO 5U5MIT SHOP DRAWING5 SIGNED AND SEALED BY A FLORIDA ENGINEER &ARY FOINELL. ARCH I TECTURE AND PLANNING 16 5OU7H RIVER ROAD 5EHALL5 POINT, FL. 549g6 OFFICE: "7"12-225-1-155 V V / Q ri O Q -A Lu Q Z 7Z VZ /RAM B WGP C4 W CM BY WGP 17ATE JULY 5, 2015 SCALE A�5NOTTED Wp� NO. 15 RE SION& 0 A-2 2 OF 2 5GALE: 114" = 1'-0"