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RC-20-240 PLANS--X LOT-1 0 BLOCK-109 I 1 ELEV. + 14.70' ELEV. + I e I X N N 10.33' N -} ELEV. + I CONCRETE DRIVEWAY 1 2.80' F.F.E. + 14.85' GARAGE TO BE Q 3 a z z 0 v -0- ELEV. + 14.90' PORCH_ ------------ 37.17 20.30' ____ TONG. TO BE w a 12.20' X / STEPS TO BE DEMOLISHED I I I 1 LOT-9 BLOCK-109 I I 4 / ELEV. 1 2.GO' I I 1 i I 1 X 0.70' 0L 1 } ELEV. + 1 1 .90' `X If EXISTING AND DEMOLITI SCALE: I /8"= ONE STORY RESIDENCE F.F.E. +17.80' -----1 7.70' ELEV. + 14.30' . _. I ELEV. + 14.06 I I --------- 22.90' 9.80 I I of 01 I N LEV. + 1 5.20' I IN I N 17.00' 9'67 N I o CONCRETE o TILE X -- 1 5.70' i i i {� ELEV. + 14.70' i i i I PORTION REMAINDER OF LOT-8 OF LOT-6 i BLOCK-109 BLOCK-109 i x -}ELEV. +13.GO' LOT LINE (TYP) ELEV. + 1 2.30' 75.00' "CW ELEV. + 14.00' {�} ELEV. + I X LOT LINE (TYF) LOT-7 BLOCK-1 09 Ar=164MI SHORES VILLAGE RECEIVED AUG 11 1017 SPECIAL INSIP7CTOR REQUIRED FOR Ties NDMIT PROPERTY ADDRESS: FOLIO #: 1 1-223 1-014-0050. ADDRESS: 530 NE 107 ST Miami Shores, FL 33 1 38-7139. OWNER: IVLIS DURAN MANTILLA AND EDGARDO RENE DURAN. LEGAL DESCRIPTION: THIS PROPERTY DESCRIBED AS: 3G 52 41 31 52 42 PB 10-47 AMD PL MIAMI SHORES SEC 5 LOT 9 * W 112 OF LOT 8 BLK 109 LOT SIZE 75.000 X 122. OCCUPANCY: RESIDENTIAL SCOPE OF WORK: REMODELING CODE ANALYSIS: APPLICABLE CODE-FLORIDA BUILDING CODE 2014 EDITION. LOCATION MAP 1p N.T.S. SCOPE OF WORK: SCOPE OF WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ITEMS. CONTRACTOR SHALL DETERMINE THE FULL SCOPE OF WORK AS REQUIRED BY THIS DRAWING IN ACCORDANCE WITH APPLICABLE CODE. I. DEMOLISH: • SOME DOORS, GARAGE DOOR, SOME PART OF WALLS, SOME STAIR STEPS TO BE DEMOLISHED. • SOME WINDOWS TO BE RELOCATED. W.H. AND A/C TO BE RELOCATED. 2. RENOVATION: • NEW MASTER BEDROOM AND MASTER BATHROOM TO BE BUILT OVER THE GARAGE (RAISED CONCRETE SLAB), LAUNDRY, CLOSETS AND PERGOLA TERRACE TO BE BUILT. • NEW DOORS AND WINDOWS TO BE INSTALLED. • NEW WALLS, FLOORS, PERGOLA AND ROOF TO BE BUILT. • ELECTRICAL, PLUMBING, MECHANICAL AND STRUCTURAL WORKS. REMOVAL AND DISPOSAL OF ALL DEMOLITION DERBIES AND EXCESS MATERIALS AS REQUIRED BY WORK. GENERAL NOTES I. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES. - (FBC-2014. RESIDENTIAL). 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY THE A/E OF RECORDS OF ANY DISCREPANCY. 3. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY OR GRADE SHALL BE PRESSURE TREATED WOOD (P.T. WOOD). 4. ALL STRUCTURAL LUMBER SHALL HAVE A MINIMUM BENDING STRESS OF 1,000 PSI . 5. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING'S ACI-318-02 AND ACI-3 18K-02, SHALL BE APPLICABLE FOR ANYTHING OTHER CONSIDERATION. G. WHEN APPLICABLE SHOP AND SETTING DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR THE APPROVAL BEFORE FABRICATION, ONE SET SHALL BE FILED AT THE ENGINEER'S OFFICE. 7. 8 OR 12 INCHES NOMINAL SIZE OF HOLLOW CONCRETE BLOCK WALLS MUST COMPLY WITH THE STANDARD SPECIFICATION FOR LOADBEARING CONCRETE MASONRY UNITS.- A5TM-C-90.- (f 'm = 1,500 PSI MINIMUM), USE MORTAR TYPE "S", 1,800 PSI MINIMUM 28 DAYS STRENGTH, MUST COMPLY WITH THE STANDARD SPECIFICATION FOR MORTAR FOR UNIT MASONRY A5TM-C-270.- HORIZONTAL JOINT REINFORCING SHALL BE PROVIDED AT EVERY SECOND COURSE (I G" VERTICALLY) FOR ALL EXTERIOR AND INTERIOR WALLS, EXCEPT MORE STRENGHTHENING ENGINEER NOTE.- STANDARD 9 GAUGE, LADDER TYPE FOR Y REINFORCING MASONRY AND TRUSS TYPE FOR ALL OTHERS SHALL BE PROVIDED. [STANDARD 8 GAUGE IF WILL BE INDICATED IN PLANS].- IT CONFORMS TO A5TM-A-82.- GALVANIZED TYPE SHALL BE REQUIRED.- THIS REINFORCEMENT SHALL BE EXTENDED 4" INTO THE TIE COLUMNS OR TIED TO THE SKELETON STRUCTURAL COLUMNS WITH APPROVED METHODS WHERE STRUCTURAL COLUMNS REPLACE THE TIE COLUMNS.- FBC - 2004 [SPECIAL INSPECTOR REQUIRED]. 8. FOR ALL WORKS EXCEPTS AS NOTED BELOW; CONCRETE 4,000 PSI MINIMUM 28 DAYS STRENGTH.SLUMP: 4 - G INCHES MAXIMUM. 9. POURED MASONRY WALLS CELLS 3,000 PSI GROUT MINIMUM 28 DAYS STRENGTH. SLUMP: 8- 10 INCHES AS REQUIRED FOR FILLING CELLS. - ALL ADMIXTURES SHALL CONFORM WITH THE A5TM-C-47G. STANDARD SPECIFICATION FOR GROUT FOR MASONRY AND A5TM-C-143. - TEST GROUT SLUMP AND A5TM-C-101 9. - STANDARD TEST METHOD FOR SAMPLING AND TESTING GROUT. GENERAL DEMOLITION NOTES I. THE SCOPE OF WORK HAS GENERALLY BEEN INDICATE ON THE DRAWINGS FOR CONTRACTOR'S INFORMATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE FULL SCOPE, EXTEND, NATURE AND MANNER OF DEMOLITION REQUIRED. 2. ONLY WORKMEN SKILLED AND KNOWLEDGEABLE IN THEIR RESPECTIVE TRADES SHALL BE EMPLOYED IN THE DEMOLITION OF ANY WORK. 3. CONTRACTOR SHALL TAKE SPECIAL CARE TO DEMOLISH ONLY THAT WORK WHICH. 4. IS REQUIRED TO BE DEMOLISHED AND NOT TO DISTURB ANY WORK WHICH IS TO REMAIN. IF IN THE COURSE OF DEMOLITION, CONTRACTOR DESTROYS OR DISTURBS ANY WORK WHICH IS TO REMAIN, THEN HE SHALL, AT HIS OWN EXPENSE, REPAIR OR REPLACE SUCH WORK AS NECESSARY. 5. ANY CUTS, AND PENETRATIONS IN EXISTING WORK REQUIRED TO ACCOMPLISH NEW WORK SHALL BE KEPT TO AND ABSOLUTE MINIMUM. G. ALL DEMOLITION WORK TO BE DONE DURING THOSE HOURS DESIGNATED BY OWNER. 7. REMOVE AND DISCARD ALL DEMOLISHED MATERIALS IN A MANNER FULLY APPROVED BY THE CITY OF CORAL GABLES, AND ANY OTHER GOVERNMENT AGENCY. 8. DO NOT SCALE DRAWINGS. 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS PRIOR TO SUBMITTING BIDS AND SHALL REPORT TO THE OWNERS REPRESENTATIVE ANY DISCREPANCIES OR OMISSIONS WHICH WOULD INTERFERE WITH SATISFACTORY COMPLETION OF WORK. ALL BUILDING DEPARTMENT PERMITS SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK. 10. IN ALL CASES, THE CONTRACTOR SHALL PATCH ALL DISTURBED EXISTING STRUCTURES (WALLS, COLUMNS, ETC.) WHICH ARE TO REMAIN TO MATCH ADJACENT CONDITION AND PREPARE FOR THE RECEPTION OF NEW FINISHES. 1 1. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL EXISTING WORK ADJACENT TO HIS WORK OR DAMAGED AS A RESULT OF HIS WORK. 12. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING MATERIALS TO BE REUSED AND SHALL ALSO MAINTAIN PROTECTION FOR ALL TRAFFIC AREAS OF BUILDING TO HIS CONTRACT WITH THE UNDERSTANDING THAT THE CONTRACTOR WILL REPAIR ANY DAMAGE ATTRIBUTABLE TO HIS OPERATION. 13, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF ALL CUTTING AND PATCHING MADE NECESSARY BY THE WORK OF ALL TRADES INVOLVED IN THIS ALTERATION. 14. ANY ELECTRICAL DEMOLITION TO BE DONE BY QUALIFIED ELECTRICAL CONTRACTOR AND COORDINATE WITH ELECTRICAL DRAWINGS. GENERAL DEMOLITION NOTES 1. BEFORE ORDERING ANY MATERIAL, EQUIPMENT, BUILT-IN FURNITURE, CUSTOM MADE FABRICATIONS, ETC. FIELD VERIFY ALL DIMENSIONS AND SITE CONDITIONS. 2. IF ANY DISCREPANCIES FOUND ON CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS, CALL INMEDIATELY THE ARCHITECT. LEGEND: ALL ELEVATIONS REFER TO N.G.V.D. UNLESS OTHERWISE NOTED x-d-x----u-- G' WOOD FENCE _ - X K - 4' CHAIN LINK FENCE IL/O G' METAL FENCE Z VIE Saw, U O U C7 0 Z M c+) W o O J C7 W a a vi 0 M T A.J.TtG 6 DF LLJCO -- LL m m U O n; zo Q u__ - O w rvw p O Q M LL_ J LLJ _jz �z O W Z p O � Ln revisions by: CITY COMMENT; 1 2 3 4 5 drawn by: PM2 ER checked by: sheet no s P 1 aproved alteca date I of 2 07/28/17 1 R PROPOSED FENCE TO BE BUILT LOT- 10 BLOCK-109 PROPOSED SITE AND LANDSCAPING PLAN SCALE: 1 /8"= 1 '-0" 20' ASPHALT PAVEMENT 75.00' TOTAL R/W _ E. 107th STREET I; It � 3 uw�rs 3�mrsa�w{=31�.0.� �A'FG�.,IS�',=i :�—rs— w wmr...b_.�+'—✓.0 /�� �:,_„`�`�. Rrs£yE tiiVrs ELEV. + 14.0b' REMAINDER Of LOT-8 BLOCK-109 LOT LINE (TYP) I LOT-7 BLOCK- 103 TREES SCHEDULE: SYMBOL USED ON PLAN PLANT NAME NATIVE SPECIES CALIPER HEIGHT CANOPY DIAMETER QUANTITY SYMBOL NEW EXISTING SCIENTIFIC COMMON YES NO INSTALLED INSTALLED ESTIMATED AT MATURITY ESTIMATED AT MATURITY A X QUERCUS VIRGINIANA LIVE OAK X GO'-80' GO'-1 20' 2 B X ELAE15 GUINEEN515 AFRICAN OIL PALM X 14' 1 1' 2 (I ) C X ACER RUBRUM RED MAPLE X GO'-90' 40' 4 SHRUBS SCHEDULE: SYMBOL USED ON PLAN PLANT NAME NATIVE SPECIES CALIPER HEIGHT CANOPY DIAMETER QUANTITY SYMBOL NEW 15TING SCIENTIFIC COMMON YES NO INSTALLED INSTALLED ESTIMATED AT MATURITY ESTIMATED AT MATURITY D X CUPHEA HY550PIfOLIA FALSE HEATHER X 1 2"-18" 1 2"-18" - 50 SITE INFORMATION: ZONING: MUNI ZONE R-1 7.5/K-18.5. NET LOT AREA: 9150 SF. SET BACKS: REQUIRED PROVIDED PROPOSED FRONT (NORTH): 25.00' 35.50' 35.50' REAR (SOUTH): 15.00' 45.79' 48.79' INTERIOR STREET (EAST): 10.00, 9.G7' 9.G7 INTERIOR STREET (WEST): 10.00, 10.22' 10.22' COVERAGES: PROVIDED PROPOSED 1528 SF 1792 SF LOT COVERAGE: 19.58%. LOT OPEN SPACE: 7358.43 (80.42%). GREEN SPACE: GG44.74 SF (72.G2%). FLOOR AREA RATIO:.20 FAR. OPENED PARKING SLAB PROPOSED: G07.G I SF. BUILDING CUBAGE: 1792 SF X 13 FT=2329G CF. INTERIOR CUBIC VOLUME BUILDING: 1792 SF X 8 FT= 1433G CF. LOCATION MAP N.T.S. o z SCOPE OF WORK: SCOPE OF WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ITEMS. CONTRACTOR SHALL DETERMINE THE FULL SCOPE OF WORK AS REQUIRED BY THIS DRAWING IN ACCORDANCE WITH APPLICABLE CODE. I. DEMOLISH: • SOME DOORS, GARAGE DOOR, SOME PART OF WALLS, SOME STAIR STEPS TO BE DEMOLISHED. • SOME WINDOWS TO BE RELOCATED. W.H. AND A/C TO BE RELOCATED. 2. RENOVATION: • NEW MASTER BEDROOM AND MASTER BATHROOM TO BE BUILT OVER THE GARAGE (RAISED CONCRETE SLAB), LAUNDRY, CLOSETS AND PERGOLA TERRACE TO BE BUILT. • NEW DOORS AND WINDOWS TO BE INSTALLED. • NEW WALLS, FLOORS, PERGOLA AND ROOF TO BE BUILT. • ELECTRICAL, PLUMBING, MECHANICAL AND STRUCTURAL WORKS. REMOVAL AND DISPOSAL OF ALL DEMOLITION DERBIES AND F-XCE55 MATERIALS AS REQUIRED BY WORK. SPREAD FLAG GUYING WIRES WITH SURVEYOR TAPE 2 PLY REINFORCED • - - RUBBSTIC r MULCH ER r� DEPTH WIRES 2 STRAND• • , • F ow VPRE 7 r ,� �i1 ABOVESTAKE G" GROUND. , SPECIFIED - WATER 4 TAMP TO , • REMOVEPOCKETS :e •r BALL r ROOT BALL TREE - . NTING/5TAKING DETAIL ' PEEL BACK t- REMOVE TOP 1/3 OF BURLAP 3 MULCH 3" SAUCER FOR SHURB FINISH a °, EDS GRADE°°. - - - i - ROOT BALL PLANTING SOIL MIXTURES NOTE 1. ALL MATERIAL TO BE FLORIDA GRADE NO. I OR BETTER 2. ALL LANDSCAPING TO BE IN ACCORDANCE WITH S.F.B.C. 3. ALL LANDSCAPING AREAS SHALL BE PROVIDED WITH LAWN SPRINKLERS AS PER ORD. # G7-75 NOTE: PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE DECIDUOUS * EVERGREEN 511F UL) PLANTING DETAIL LANDSCAPE LEGEND: REQUIRED PROVIDED No TREES REQUIRED PER NET LOT ACRE 3 7 % PALMS ALLOWED: No TREES PROVIDED X 30% 2 2 % NATIVES REQUIRED: No TREES PROVIDED X 30% 2 4 STREET TREES MAX AVERAGE SPACING OF 35' 2 2 2 PALMS = I TREE 10 SHRUBS EACH TREE=50 PROPOSED: 2 PALMS (I TREE) + 2 EXISTING STREET TREES + 4 PROPOSED TREES = 7 TREES LEGEND: � ALL ELEVATIONS REFER TO N.G.V.D. UNLESS OTHERWISE NOTED eE - GWOOD FENCE 4' CHAIN LINK FENCE � O G' METAL FENCE Z _�..riiwrAwm�, O C7 00 W o W � a c7LL- W a a U) � W Go A.J.TELLE E 51576 f � � fR ® LLJ Ze ® LLJ c C — rI U O oQ LL- W Q V�1 Q O J Q Q Q E � � J J Z Q - z O U-i Z Q 0 cri —J Ln revisions by: CITY COMMENT: 1 2 3 a. 5 drawn by: PM2 ER checked by: sheet no S P 2 aproved alteca date of 2 2 07/28/17 OOR TO BE REMOVED DPENING TO BE CLOSED m EXITING GARAGE (CHANGES TO BE LEGALIZED, SEE PROP05ED FLOOR PLAN) C TO BE RELOCATED r A/CJ PORCH (NO WORK) 0 0 0 n o DOOR TO BE REMOVED C-CCD EXITING KITCHEN STEPS TO BE E (NO WORK DEMOLISHED REMOVED _ I W.H. CED LIVING ROOM (NO WORK) WINDOW BE RELOCI CED EXITING FAMILY ROOM (NO WORK) Li ° EXITING,�-- PlI R" 2 0 W.I.C. L CL. 1/ ) i(((� EXITING BATHROOM I (NO WORK) % aW Fzw �E GQ E DOOR TO DOOR T0 REMAIN TO BE REMAIN RELOCATED CD STEPS TO BE EXITING DINING ROOM DEMOLISHED (NO WORK) EXISTING WINDOW TO EXISTING BE RELOCATED WINDOW TO BE RELOCATED - EXISTING FLOOR PLAN O O SCALE: 1 /4"= I I-0" P2nPn(=,Fn a 15-0003. 13 CAT II SAFETY GLASS 0 �i EXITING BEDROOM 2 (NO WORK) CLOSET CLOSET EXITING BEDROOM I (NO WORK) If 0 WINDOW TYPES SLIDING DOOR TYPES: FRENCH DOOR SINGLE SWING BIFOLD IIAII II3 I1 IICII NOTE: PROVIDE CATEGORY II SAFETY GLA55 IN GLASS DOORS, SIDE LIGHTS, SHOWER ENCLOSURES AND SHOWER DOORS AND WINDOWS. EGRESS DOOR SAFETY NOTE: I. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING 15 OCCUPIED. ALL LOCKING DEVICES THAT IMPEDE OR PROHIBIT EGRESS OR THAT CANNOT BE EASILY DISENGAGED SHALL BE PROHIBITED, DOOR NOTES: I . ALL DOORS AND FRAMES SHALL BE REINFORCED AS REQUIRED FOR THE INSTALLATION OF STANDARD HARDWARE. 2. ALL FRAMES INSTALLED IN CONCRETE WALLS SHALL BE FILLED WITH CONCRETE OR GROUT. 3. ALL HARDWARE SHALL COMPLY WITH A.D.A REQUIREMENTS FOR HEIGHT, SHAPE, ETC. 4. ALL DOORS AND FRAMES ARE TO BE FINISHED WITH ONE COAT PRIMER AND TWO COATS ASSOCIATED ALKYD (OR EQUAL) 3 I G00 OIL BASE SEMI -GLOSS ENAMEL. EGRESS WINDOW NOTES: IN AN OUTSIDE WINDOW OPERABLE FROM THE INSIDE, THE MODE OF OPERATION SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT, SUCH CLEAR, OPENING SHALL BE NOT LESS THAN 20" IN WIDTH, AND 24" IN HEIGHT, AND 5.7 SQ. FT. IN AREA. THE BOTTOM OF THE OPENING SHALL BE NO MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 34" ABOVE THE FINISHED FLOOR. AS PER SECTION 21-2.2.3 OF THE 1994 ED. OF SHOWER DOOR NOTES: 1. PROVIDE CATEGORY II SAFETY GLASS ON DOORS AND SIDE LIGHTS 2. SHOWER DOORS SHALL HAVE A MINIMUM CLEAR AND NO OBSTRUCTED FINISHED WIDTH OF 2211 FINISH NOTES: I . PROVIDE CEMENT BOARD SUBSTRATE ON ALL TILED WALLS. 2. ALL GYP. BD. IN BATHROOMS TO BE WATER RESISTANT. 3. ALL PARTITIONS RECEIVING WALL HUNG CABINETS AND FIXTURES TO BE 20 GA OR 2 X 4 PT WOOD AND TO BE REINFORCED AS REQUIRED. 4. ON BATHROOMS: TILE UP TO CEILING AT TUB AND SHOWER WALLS. PAINTED WATER RESISTANT GYPSUM BOARD ALL OTHER AREAS. 5. INTERIOR FINISHES TO BE: CLA55 "C" FLAME SPREAD AT DWELLING AREA. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. AS PER R302. 10.1 G. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN 200. AS PER 302,19.1 AND A SMOKE DEVELOPED INDEX NOT GREATER THAN 450. AS PER R302.9.2 NOTES: 1. ALL WINDOWS SHALL BE IMPACT RESISTANT. 2. ALL WINDOW FRAME: ALUMINUM WHITE ANODIZED. 3. THE BOTTOM OF THE OPENING SHALL BE NO MORE THAN 44" OFF THE FIN. FLOOR. 4. FOR ALL WINDOWS: U FACTOR = O.G5 SHGC = 0.25. PROVIDE CATEGORY II SAFETY GLASS IN GLASS DOORS, SIDE LIGHTS, SHOWER ENCLOSURES, SHOWER DOORS AND BATH WINDOWS. R308.4.5 GLAZING AND WET SURFACES. GLAZING IN WALLS CONTAINING OR FACING HOT TUBS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN GO INCHES (1 524 MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. R308.4.2 GLAZING ADJACENT DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING 15 WITHIN A 24-INCH (G 10 MM) ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN GO INCHES (1 524 MM) ABOVE THE FLOOR OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. LEGEND: NEW PARTITION. 5 EXISTING PARTITION TO REMAIN. NEW CBS WALL. EXISTING CBS WALL TO REMAIN. eE o EXISTING CBS WALL TO BE DEMOLISHED. O n0 .- NEW PROPOSED WINDOW. OE EXISTING WINDOW. O .- NEW PROPOSED DOOR. O .- EXISTING DOOR. WINDOWS SCHEDULE: LOCATION LEGEND: AL - ALUMINIUM DNA - DOES NOT APPLY J WD - WOOD O UJ m 2 m z = = w GL - GLA55 REMARKS NOA WINDOWS NOA SHUTTERS U FACTOR SHGC O > > �z �z C3 _ lO O 01 A 72" 48" AL IMPACT WINDOW 1 5-0725.05 DOES NOT APPLY 1.00 0.25 O2 ® 01 A 3G" 30" AL IMPACT WINDOW 1 5-0728.05 DOES NOT APPLY 1.00 0.25 AT 11 SAFETY GLASS 3O CA:) 01 A 3G" 48" AL IMPACT WINDOW 15-0728.05 DOES NOT APPLY 1.00 0.25 DOORS SCHEDULE: LOCATION LEGEND: AL - ALUMINIUM DNA - DOES NOT APPLY N kLi WD - WOOD Cz L m F GL - GLASS REMARKS NOA DOOR NOA SHUTTERS SHGC O D O > > § w oz Oz C3 _ FAC. O C= 02 B 2'8" 6'8" 2 1/4" WD WOOD SWINGING DOES NOT APPLY DOES NOT APPLY 1.00 0.25 DOOR OOOm 03 C 3-01'G'8" 2 3/4" WD SINGLE ENFOLD DOES NOT APPLY DOES NOT APPLY DNA DNA O© 01 A G'O" G'8" 2 1/4" AL FRENCH DOOR 1 5-OG03. 13 DOES NOT APPLY DNA DNA O ® 01 B 2'0" GA" 1 3/4" GL AT II SAFETY GLASS DOES NOT APPLY DOES NOT APPLY DNA DNA GLA55 SWINGING FINISH SCHEDULE: LEGEND: CT - CERAMIC TILE DNA - DOES NOT APPLY WD - WOOD Q CCTT - CONCRETE TILE Q LOCATION O In Lu CEILINGS ROOM NAME 9 m WALLS MATERIAL REMARKS CD NEW PROPOSED WD CT GYPSUM BOARD AND STUCCO WATER RESISTANT MASTER BEDROOM GYPSUM BOARD ® NEW PROPOSED WD WD GYPSUM BOARD AND STUCCO GYPSUM BOARD W.I.C. ® NEW PROPOSED WD WD GYPSUM BOARD AND STUCCO GYPSUM BOARD MASTER BATHROOM ® NEW PROPOSED CT WD GYPSUM BOARD AND STUCCO GYPSUM BOARD LAUNDRY © NEW PROPOSED CM WD GYPSUM BOARD AND STUCCO GYPSUM BOARD PERGOLA TERRACE NOTE: (1) ALL EXPOSED GYP. BD. ON BATHROOMS SHALL BE WATER RESISTANT GYP. BOARD AND ALL TILED WALLS SHALL BE INSTALLED OVER CEMENT BOARD. SCOPE OF WORK: SCOPE OF WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ITEMS. CONTRACTOR SHALL DETERMINE THE FULL SCOPE OF WORK AS REQUIRED BY THIS DRAWING IN ACCORDANCE WITH APPLICABLE CODE. I. DEMOLISH: SOME DOORS, GARAGE DOOR, SOME PART OF WALLS, SOME STAIR STEPS TO BE DEMOLISHED. • SOME WINDOWS TO BE RELOCATED. W.H. AND A/C TO BE RELOCATED. 2. RENOVATION: • NEW MASTER BEDROOM AND MASTER BATHROOM TO BE BUILT OVER THE GARAGE (RAISED CONCRETE SLAB), LAUNDRY, CLOSETS AND PERGOLA TERRACE TO BE BUILT. • NEW DOORS AND WINDOWS TO BE INSTALLED. • NEW WALLS, FLOORS, PERGOLA AND ROOF TO BE BUILT. • ELECTRICAL, PLUMBING, MECHANICAL AND STRUCTURAL WORKS. REMOVAL AND DISPOSAL OF ALL DEMOLITION DERBIES AND EXCESS MATERIALS AS REQUIRED BY WORK.. BUILDING AREA CALCULATIONS: I. FLOOR AREA PATIO: .20 FAR. 2. BUILDING CUBAGE: 1 792 5F X 13 FT=2325G CF. 3. INTERIOR CUBIC VOLUME BUILDING: 1792 SF X 8 FT= 1433G CF. ATTIC VENTILATION: R80G. I VENTILATION REQUIRED. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE SEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF I/IG INCH (I.GMM) MINIMUM AND I/4 INCH (G.4MM) MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN I/4 INCH (G.4MM) SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF I/I G INCH (I.GMM) MINIMUN AND I/4 INCH (G.4MM) MAXIMUM. OPENING IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802. 1.8. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. ATTIC CALCULATION: I1 / 150 OF ATTIC AREA FOR AREA PER 409. 13.3.2 203 0 IT ATTIC AREA/I 50 = 1.35 0 FT OF VENT. REQ. 1 .35X 144= 194.68 10 INCHES 4X22=88 SO INCHES 1 94.88/88=2.21 PROVIDED 3 VENT. OPENING OF 4X22 INCHES. - j U co H M F�'yJ C< W W W_ 4 g C-0.) LL e W d Cn C/1 r T c W v co co A.J TELLEZ P.E. 51576 _ *_N4 DE ...... eee. ...... � f -;;7�" Wb o) - 0° u! W m Z C) C) Q �- CzLn � N In O (S) Q Q LLL to __J J Z_ Q � � I-, z 0 LLJ z Cl O n J Lo revisions by: CITY COMMENT 1 2 3 4 5 drawn by: PM2 ER checked by: sheet no A-] aproved alteca date I of 07/28/17 1 EXISTING FRONT ELEVATION (NORTH) SCALE: 1 /4"= 1 '-0" CLEAR STUCCO EXISTING WINDOW BE RELOCATETE D — —1 EXISTING REAR ELEVATION (SOUTH) SCALE: 1 /4"= P-0" TILE (5ANTIAG( ROSE BLEND COLOR) STEPS TO BE DEMOLISHED CLEAR 5TUCCO 0 CLEAR STUCCO in TILE (5ANTIAG RO5E BLEND COLOR) OE WINDOW TO BE RELOCATED EXISTING SIDE ELEVATION (EAST) SCALE: 1 /4"= 1 '-0" LX151 ING SIUL LLLVAI IUN (WL51) SCALE: 1 /4"= 1 '-0" CLEAR STUCCO ROSE BLEND COLOR) U O 00 cM W o Wz � CID LL- W Q a U) 00 M A.JJELhEZ P.E. 51576 \,. D€. R L - r •u ,go.. • • z w m .. — LU z C) oQ � Cn-o � v J r O < Q< ca � W � Z Q � Cn- <\ o LU z 0 o cn J In revisions by: CITY COMMENT; 1 2 3 4 5 drawn by: PM2 ER checked by: sheet no A aproved alteca date of 07/28/1731 SAME COLOR INTENSITYTHROUGHO ((SANTIAGO ROSE BLEND COLOR) 0 2 WINDOW NOA )5-0728.05 CAT II SAFETY GLASS LEAP STUCCO O3 WINDOW NOA 15-0728.05 PROPOSED REAR ELEVATION (SOUTH) SCALE: 1 /4"= I-0" STUCCO FINISH 1 #5 ON GROUTED CELL 8" CONCRETE BLOCK WINDOW WITH IMPACT RESISTANT GLASS WINDOW PLAN DETAIL NOT TO SCALE CERAMIC TILE BOND COAT SCRATCH COAT ON METAL LATH SHOWER PAN OR MEMBRANE ON CONCRETE SLAB REINFORCED MORTAR BED CERAMLTO ND COAT SLAINz1/IN._ N a 4 c SHOWER DETAIL NOT TO SCALE AREA TILE (SANTIAG( ROSE BLEND COLOR) CL�T_ I " X4" P.T. WOOD BLOCKING ANCHORED TO CONCRETE - WITH TAP CON @ 4" O.C. FROM THE ENDS AND @ 1 5" O.C. MAX. ELSEWHERE. I� 2'X PT WOOD FRAMING @ I G" O.C. MINIMUM (TYPICAL) 5/5" CEMENT BOARD NEW FLOOR FINISH ON %—CONCRETE SLAB 71 ID NEW CEILING: I LAYER GYP. BD. ON I " X 2" FURRING STRIPS @ 24" O.C. ON P.T. WOOD TRUSSES 2" X 4 WOOD STUD FRAMING @ 24" O.C. MAX. NEW WOOD BASE NEW FLOOR FINISH TO BE SELECTED BY OWNER WOOD CLEAR STUCCO ANEW PROPOSED WOOD HANDRAIL 5/8" 3 5/5" 5/8" IT REGULAR PARTITION DETAIL NOT TO SCALE NEW PROPOSED WOOD PERGOLA owl 1/2" GYPSUM BOARD PROVIDE 2 X 4 PT WOOD BLOCKING BETEEN STUDS FOR PLUMBING FIXTURES,TOWEL HANGERS, GRAB BARS, ETC, AT BATHROOMS, AND HIGH CABINETS AT KITCHEN TILE AT SHOWER/ TUB WALLS ON 1/2" CEMENT BOARD 112 " GYPSUM BOARD ON 3 5/8" P.T. WOOD STUD FRM'G @ 24" O.C. INTERIOR DOOR DETAIL NOT TO SCALE CONCRETE SLAB TILE (SANTIAGO ROSE BLEND COLOR) 'ROPOSED PERGOLA cc DJAffffTY R NO/ 1GO3. 1 C T II C. PROPOSED SIDE ELEVATION ( AST) SCALE: 1 /4"= I '-0" CLEAR STUCCO ILE (SANTIAGO ROSE BLEND COLOR) SCALE: 1 /4"= I '-0" AREA FILE U51NG THE SAN COLOR INTENSITY THROUGHOUT 2.6v� NEW TIE BEAM - '_`� REGULAR IS STRUCTURAL — PARTITION DETAIL PLANS FOR DETAILS) _ REGULAR DOOR FRAME _ BY OWNER - °-\6 MIL VAPOR " BARRIER ii/ i %/y % � �i�%�/�i� COMPACTED FILL x CONCPET FOOTING SEE STRUCTURAL PLANS SECTION XISTING CONCRETE FOOTING Yam'✓,\! TILE (SANTIAGO ROSE BLEND O 58" THI `EXISTING R-15TYPE DRYWALL CEILING OF INSULATION - WOOD P.T. FURRING @ I G" O.C. WITH R-3 INSULATION BY OWNER SELECTED NEW CONCRETE SLAB OVER WELL COMPACTED CLEANED SAND OR LIME ROCK FILL (SEE STRUCTURAL PLANS) 6 MIL VAPOR BARRIER \ EXISTING CONCRETE SLAB TIE BEAM COMPACTED. FILL EXISTING CONCRETE FOOTING L� 00 m M W cl 0 LL W _Q fil � a cn 00 fM A.J.TELLEZ P.E. 51576 q% (7) LLI m w m zo m IL1 R J Q IL � � N rvLLJ O J (1) Q �Q c6 J WJ Z Q �z O W z O J Lc) > CITY COMMENT: 1 2 3 4 5 drawn by: PM2 ER checked by: sheet no aproved — alteca date of li ELECTRICAL SCHEDULE LOAD CENTER PANEL -A (NEMA 3R) MAIN BUS: 200 A 1 20 /240 V/ 1 PH/3W (EXISTING) NEUTRAL: FULL 22 KAIC MAIN: 200 MCB CIRCUITS USE POLES TRIP VOLTS WIRE COND. VA. LOAD5 la REFPIG 1 20 120 12 1/2 1 400 Ib MICROWAVE 1 20 120 12 1/2 1 200 2a LT5. 1 20 120 12 112 219 LT5. 1 20 120 12 1/2 3a LTS. 1 20 120 12 1/2 3b CLOTHES 2 30 240 10 1/2 5 000 5a DRYER 5b WATER 2 50 240 G 3/4, 11 800 Ga HEATER Gb WASHER 1 20 120 1 12 1/2 1 200 7a LT5. 1 20 120 12 112 7b SMALL APPL 1 20 120 12 112 1 200 8a SMALL APPL 1 20 120 12 1/2 1 200 81? LT5. I 1 20 120 12 1/2 9a LT5. 1 20 120 12 112 9b CU-1 2 30 240 10 1 112 5 000 I Oa lob SPACE MCB 200 A (22KAIC) 200 200 200 200 Ila SPACE I I b WATER 2 50 240 G 3/4 1 1 600 12a HEATER 12b SPACE 3 OVEN 2 GO 240 G 3/4 12000 14 15a LAUNDRY 1 20 120 12 I/2 1519 AHU- I 2 50 240 G 1/2 10 800 IGa IGb 17a IRONING CENTER MASTER RM LTG 1 I 1 20 20 120 120 12 12 1/2 112 1 500 17b MASTER RECEPT 1 20 120 12 I /2 18a MASTER BATH LTG 1 20 120 12 112 181? MASTER BATH GFI 1 20 120 12 1/2 1 200 19a 0/5 GFI RECEPT. 1 20 120 12 I/2 1 200 19b SPACE 20a SPACE 20b SPACE GENERAL ELECTRICAL NOTES I. CONTRACTORS SHALL BASE PROPOSALS TO DO THE WORK ON KNOWLEDGE OF ACTUAL CONDITIONS AT THE JOB SITE. WORK SHALL INCLUDE THE INTRODUCTION OF ELECTRICAL COMPONENTS INTO THE BUILDING STRUCTURE. OPENINGS TO PERFORM THE WORK, OR RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE PROPERLY PATCHED AND FINISHED WITH THE SAME MATERIALS AS TH05E ADJACENT TO THE OPENING. 2. THE INSTALLATION SHALL COMPLY WITH REQUIREMENTS OF THE NATIONAL ELECTRIC CODE AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. 3. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THE DRAWINGS. THE INSTALLATION SHALL BE DONE IN A NEAT AND FIRST CLA55 MANNER. ALL MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE FROM DEFECTS AND SHALL BEAR THE UL LABEL. 4. THE CONTRACTOR SHALL MAINTAIN TEMPORARY POWER AND LIGHTING AS MAY BE REQUIRED BY OTHER TRADES. 5. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR FOR ELECTRIC CONNECTIONS TO EQUIPMENT INSTALLED BY OTHER TRADES. THI5 INCLUDES FIELD WIRING FOR CONTROL SYSTEMS. ALL FLEXIBLE RACEWAYS SHALL HAVE A BOND WIRE INCLUDED IN ADDITION TO THE REQUIRED CONDUCTORS. G. ALL WALL OUTLETS SHALL BE GROUNDING TYPE WITH FACTORY INSTALLED LEAD. 7. ELECTRICAL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED ON THE DRAWINGS. SIZES AWG 10 AND SMALLER SHALL BE SOLID; AWG 8 AND LARGER, STRANDED. INSULATION SHALL BE THW OR OTHER APPROVED BY LOCAL AUTHORITIES. 8. PROVIDE EMPTY CONDUITS WITH PULL WIRE AS REQUIRED FOR TELEPHONE. CABLE, AND COMPUTER NETWORK SYSTEMS. COORDINATE THI5 WORK WITH THE OWNER. INDIVIDUAL CONNECTIONS TO EACH TELEPHONE OR DATA WALL OUTLET SHALL BE WITH 3/4 INCH CONDUIT UP TO G INCH ABOVE THE CEILING LINE. PROVIDE A PLASTIC BUSHING AT CONDUIT ENDS. 9. THE ENTIRE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. THE CONTRACTOR SHALL TEST ALL PORTIONS OF THE ELECTRIC SYSTEM UPON COMPLETION OF THE WORK. 10. THE CONTRACTOR SHALL IDENTIFY EACH CIRCUIT IN EACH PANEL WITH A DIRECTORY ATTACHED PERMANENTLY TO THE INSIDE OF THE PANEL DOOR, OR BY ACCEPTABLE METHOD. PROVIDE PLASTIC TAPE LABELS TO IDENTIFY PANELS RELATED WITH THIS PROJECT. 1 1. MAKE ALL 15 AND 20 AMP RECEPTACLES IN ALL AREAS TO BE TAMPER RESISTANT. 12. PROVIDE ARC FAULT CIRCUIT INTERRUPTER IN ALL 15 AND 20 AMPERE OUTLETS FOR NEW SPACES TO BE LEGALIZED TO COMPLY WITH NEC 2 10-12. 13. A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS, IN NEW AREA TO BE LEGALIZED. DIRECTION OF WATER FLOW BALL VALVE _C�4__T_7 .__v4L_ BALL VALVE A/C DISCONNECT BOX LINE FROM BREAKER TITAN-5CR2 PEMPERATURE RISE CHART IN Fo MODEL 1 1.0 GPM 1.5 GPM 2.0 GPM dV/H- 1 ,2 N-1 20 1 33 1 22 1 17 MODEL MAX KW AT 220 VOLTS MAX APMS AT 220 V WIN- 1,2 1 N-1 20 1 1.8 KW 1 220 154 TITAN-5CR2 ELECTRONIC TANKLE55 WATER HEATER COMPLIANCE UL #499 STANDARDS ANZI-Z 10.03 DADEAPROVAL #97-OG27-IG DIMENSIONS 10" x 7" x 2.75" PIPE FITTING 1/2" 5TANDARD PIPE VOLTAGE 220 VAC STD. (208/277 AVAIU ENERGY EFFICIENCY UP TO 99.5 —j �GFII A - IBy A 18 NEW PROPOSED A- 18a' I MASTER 1 BATHROOM A00I 6a - II.. A 18b (SEE 5P FOR CONT.) ELECTRICAL LEGEND t .- 3-WAY LIGTH 5WITH t .- WALL SWITCH 15 A, 125 V =0- .- DUPLEX RECEPTACLE 15 A. 125 V 0 .-INCANDECENT LIGHTING FIXTURE .- WALL BRACKET LIGHT .- JUNTION BOX -APH .- PHONE OUTLET -MTV .- T.V. OUTLET 4 ELECTRICAL PANEL LN DISCONNECTING SWITCH SD SMOKE DETECTOR (NO GFI) ELECTRICAL METER .- FLUORESCENT LIGHT FIXTURE CEILING LIGHT FIXTURE @ .- RECESSED HI HAT5 j-r" e 1 AA%E D A,2EG */O, i/C -0 PUSH BOTTOM 5 - FAN OR DISPOSAL LOAD CALCULATION GENERAL LOAD (LESS A/C) - 220V RECEPTACLE LIGHTING : 1 780 SF X 3 V/A 5F = 5340 VA Qp INCANDECENT LIGHT FIXTURE OTHER CONNECTED LOADS (LESS A/C) = 49500 VA VAPOR PROOF TOTAL GENERAL LOAD (LESS A/C) = 54840 VA SD O ,_ COMBINATION CARBON DEMAND LOAD COMBO MONOXIDE # SMOKE ALARM FIRST 10,000 VA@ 100 % = 10 000 VA DIMMER NEXT 44840 VA @ 40 % = 1793G VA A/C AT 100% = 10500 VA TOTAL DEMAND = 3873G VA AMPERES @ 240V/ I PHASE = I G 1.4 AMPS ELECTRICAL FLOOR PLAN SCALE: 1 /4"= I '-O" ROOF LINE TO FFL -- 3 # 210 THWN CU , 211C ELECTRIC (1) 3#% AWG THW METER � AU IN 1/2 CONDUIT PANEL A 200 AMP W/MCB (NEMA 3R) BUSHING FOR INTERSYSTEM BONDING TO COMPLY WITH NEC 250.122 6 MIN #4THW CU IN 12" CONDUIT TO COLD WATER LINE AND V81 X 10' LONG GROUND DRIVEN ROD. ELECTRICAL R W APPROVE �L DATE p TWO (2) DRIVEN GROUND RODS AT EACH ELECTRICAL SERVICE INSTALLATION . MIN. DISTANCE BETWEEN RODS SHALL BE NOT LE55 THAN SIX (G) FEET. ELECTRIC 815E DIAGRAM Q. W` `n / N W LLI ob W ~ M W In C) r^. U) M M N/v Lo 0 W O °`4 N F W � m N Uco 00 < Lu QLu co QZ OC � 00 Q /Lu Lu y U O m uJ C) Lu Q) O LL Lu J_ J � Z Q 5nz O LLJ o z O cq J � J Z U� LL UO W O w LL DRAW N (LA) CHECKED DATE 07-28-2017 SCALE AS INDICATED J OB NO. SHEET E-1 OF SHEETS REVISIONS I DATE MECHANICAL NOTES 1. PROPOSALS TO PERFORM THE WORK INDICATED ON THE DRAWINGS SHALL BE BASED ON A THOROUGH INVESTIGATION AND KNOWLEDGE OF ACTUAL CONDITIONS AT THE SITE AND OF WORK REQUIRED BY OTHER TRADES, AND SHALL INCLUDE ALL WORK TO INTRODUCE SYSTEM COMPONENTS INTO THE EXISTING STRUCTURE. OPENINGS TO PERFORM THE WORK, OR RESULTING FROM THE PERFORMANCE OF THE WORK, SHALL BE PROPERLY PATCHED AND FINISHED WITH THE SAME MATERIALS AS THOSE ADJACENT TO THE OPENING. 2.THE INSTALLED AIR CONDITIONING AND VENTILATING SYSTEMS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES AND AUTHORITIES HAVING JURISDICTION. 3.NEW EQUIPMENT SHALL HAVE CAPACITIES REQUIRED TO OBTAIN A SUITABLE OPERATING BALANCE BETWEEN ASSOCIATED ITEMS OF EQUIPMENT. ALL DAMPERS, FAN SPEEDS AND CONTROLS SHALL BE ADJUSTED TO OBTAIN THE REQUIRED CAPACITIES UNDER THE ACTUAL OPERATING CONDITIONS OF EACH SYSTEM AS INSTALLED. OPERATING POWER REQUIREMENTS SHALL NOT EXCEED THE RATED MOTOR HORSEPOWER. BALANCED CAPACITIES SHALL BE EQUAL TO THOSE NOTED ON THE DRAWINGS. 4.CONDITIONED AIR DUCTWORK AND PLENUMS SHALL HAVE A THERMAL RESISTANCE OF R-G, MATERIAL SHALL BE NFPA-90A CLA55 I (UL 151). CONSTRUCT, SEAL AND INSTALL ACCORDING TO THE PROVISIONS OF TIMA'5 LATEST FIBROUS GLASS DUCT CONSTRUCTION STANDARDS AND OF CODE REQUIREMENTS. CHANGES IN DUCT DIMENSIONS SHALL BE MADE WITH SMOOTH TRANSITIONS. PROVIDE MANUAL DAMPERS WITH LOCKING QUADRANT AND INDICATING DEVICE WHERE NOTED ON THE PLAN OR REQUIRED FOR PROPER AIR BALANCE. PROVIDE SQUARE ELBOWS WITH DOUBLE THICKNESS TURNING VANES. DUCT SIZES NOTED ON THE DRAWINGS ARE NET INTERIOR DIMENSIONS PROVIDE ROUND METAL DUCT FITTINGS TO CONNECT FLEXIBLE DUCT TO PLENUMS AND AIR DUCTWORK. 5.AIR INLETS AND OUTLETS SHALL BE CONSTRUCTED ENTIRELY OF ALUMINUM, AS MANUFACTURED BY TITU5, OR EQUAL. CEILING DIFFUSERS INSTALLED IN GYPSUM BOARD CELINGS SHALL BE TITUS MODEL 250-AA WITH OPPOSED BLADE DAMPER SUPPLY AIR REGISTERS MODEL 272-FL WITH OPPOSED BLADE DAMPER, RETURN AIR REGISTERS MODEL 3FL WITH OPPOSED BLADE DAMPER EACH AIR OUTLET AND INLET SHALL BE PROVIDED WITH A SYNTHETIC SPONGE RUBBER GASKET TO FORM A TIGHT SEAL BETWEEN ITS FRAME AND THE MOUNTING SURFACE FINISHES SHALL BEOFF-WHITE OR AS DIRECTED BY THE ARCHIECT OR OWNER. G. SIZE AND INSTALL REFRIGERANT LINES AS RECOMMENDED BYTHE CONDENSING UNIT MANUFACTURER FOR THE SPECIFIC CONDITIONS AT THE PROJECT SITE. PIPE TO ENSURE THE RETURN OF OIL IN THE SYSTEM BACK TO THE COMPRESSOR.INSULATE REFRIGERANT SUCTION LINES WITH 3/4 INCH THICK FIRE RETARDANT FOAM PLASTIC INSULATION. FINISH INSULATION EXPOSED TO THE WEATHER WITH TWO WRAPPED LAYERS OF GLASS FABRIC, EACH EMBEDDED IN AN APPROVED MASTIC, WITH A FINAL COATING OF MASTIC. 7.THE COMPLETED AIR CONDITIONING SYSTEM AND ALL COMPONENTS THEREOF SHALL BE SUBJECTED TO OPERATING TESTS AND AIR BALANCING AS REQUIRED TO DEMONSTRATE SATISFACTORY OPERATION OF EACH TO THE OWNER. ADJUST DAMPERS, FAN SPEEDS AND CONTROL DEVICES TO OBTAIN A SUITABLE OPERATING BALANCE. ADJUST OR MODIFY EACH SUPPLY DIFFUSER OR GRILLE DISTRIBUTION PATTERN TO MAINTAIN AIR MOTION AND TEMPERATURE VARIATIONS WITHIN ACCEPTABLE LIMITS. ADJUST DAMPERS TO OBTAIN THE REQUIRED AIR QUANTITIES AGAINST EACH SYSTEM RESISTANCE AS INSTALLED. SPLIT SYSTEM SCHEDULE TOTAL COOLING CAP. BTUH 4 1500 SENSIBLE COOLING CAP. BTUH 30700 TOTAL HEATING CAP. BTUH 32000 COOLING SEER I G DESIGNATION AHU- I DESIGN SELECTION RHEEM PHI T482 15TANJA WSUPPLY AIR, CFM 1400 J EVAP. COIL. ENT. AIR, FDB/WB 80/G7 EXTERNAL STATIC, IN. WC 0.40 = FAN SPEED 5 SPEED IV FAN MOTOR, HP 3/4 ELECTRIC HEATER KW 9.4 VOLTS/PHASE 208/230-1-GO DESIGNATION CU- I zDESIGN SELECTION RHEEM PA G42AJ I NA CONDENSER ENT. AIR, F 95 Z COMPRESSOR NO. / RLA / LRA EA. I / 6.7/ 109 OUTDOOR FAN NO. HP / FLA. 1 / 1/3 / 3.5 WMIN. CIRCUIT AMPS. 25 C) Z MAX. FUSE AMPS. 40 O VOLTS/PHASE 230/ U REFRIGERANT LINE SIZE 7/8 " LIQUID LINE 51ZE 3/8 " OPERATING WEIGHT, LES, 205 (') OR EQUAL NOTES: I.- ALL THERMOSTATS SHALL BE PROGRAMMABLE THERMOSTAT. 2.- FAN COIL UNIT SHALL BE PROVIDED WITH FACTORY INSTALLED CIRCUIT BREAKER. 3.- REFER TO MANUFACTURER SPECIFICATION FOR LONG LINES REFRIGERANT USE APPLICATION CONTRACTOR TO VERIFY WITH MANUFACTURER MAX. ALLOWED DISTANCE REFRIGERANT LINES PRIOR ORDERING AND CONSTRUCTION, 4.-PROVIDE SEA COAST PROTECTION ON CASE AND COIL FOR ALL UNIT. FAN SCHEDULE UNIT DESIGNATION EF-) AREA SERVED TOILET DESIGN MANUFACTURER PANA50NIC > MODEL NUMBER FV-05VFM2 FAN TYPE CLG. BLOWER TOTAL AIR CFM 50 DRIVE TYPE DIRECT FAN WHEEL TYPE CENTRIFUGAL FAN TIP SPEED QFAN SPEED, RPM G75 TOTAL STATIC PRESSURE, IN OF WATER 0.1 FAN POWER CONSUMPTION (WATT) I G.3 FAN MOTOR STARTER TYPE WALL SWITCH VOLTS/PHASE 120/GO SERVICE SWITCH YES WSMOKE DETECTOR (UL APROVED) NO OCONSTRUCTION FIRE DAMPER --- ALUM/PLA5TIC W U MULTIBLADE BACKDRAFT DAMPER YES QBIRD5 SCREEN NO FILTER AND FILTER FRAME NO (') OR EQUAL 2" CONDENSATE DRAIN PIPE FROM Alm I WIT ROOF CAP WITH A CORROSION RE515TANT SCREEN FBC 401.5 AIR FLOW CEILING EXHAUST FAN DUCT, SPACE GALVANIZED 30 BACKDRAFT GAUGE, FBC G03.3 DAMPER / - BATHROOM EX. FAN CLG \ I oo I EXHAiJST FAN DUCT -DETAIL A/C LEGEND SYMBOL DESCRIPTION Ix NEW SUPPLY NEW RETURN r , EN EXISTING SUPPLY r T, EJ EXISTING RETURN ��- WALL TYPE A/C DIFFUSE EXHAUST FAN THERMOSTAT FLEXIBLE DUCT SCOPE OF WORK REPLACE EXISTING A/C UNITS WITH MORE EFFICIENT UNITS TO MEET THE REQUIREMENTS OF THE NEW ENERGY CALCULATION RE -ADJUST THE CFM OF CEILING DIFFUSERS AS SHOWN ON PLANS, PROVIDE NEW A/C DUCTS * GRILLES TO SERVE NEW ENCLOSED AREAS AS SHOWN ON PLANTS SHED GRADE MASHED ROCK A/C CONDENSATE DRYWELL DETAIL NTS �r�•rrrr.n rc rro T� nwr 3/4" DEEP x 1/8" POWERED ACTUATED, PINS. FLEX . DUC 29 " WITH DEEP. CONDENSING UNIT MOUNTING DETAIL NOT TO SCALE 3/4" DEEP x 1 /8" POWERED ACTUATED, PINS. I " WIDE x 22 GA 5TRAP @ 8"-0 O/C PINS. o WI DE x 28 GA G.M. STRIP AT SUPPORT. DUCT SUPPORT DETAIL I2X8(NEW)� 100 cfm E,— II r NEW PROPOSED MASTER BEDROOM I EF-50CFM -71ON ION TI" POWER NTO SLAB AT TOP OF SLAB MINIMUM OF I FT 5E FLOOD ELEVATION. SLAB E 12X8(NEW) 100 cfm PORCH (NO WORK) 250 cfm (EXISTING)�� LIVING ROOM - (NO WORK) o"o 2XI4 I 10 cfm (EXISTING) ,ro`\ I OXG Ear G" 0S EF ELBOW TURNED DOWN W/TRAN5ITI TO OUTLET UNIT. 2G"X 10" 18"XIO J G 110 cfmj _ ;EXISTING f� I OX EXITING KITCHEN L J EX 7NEW� (NO WORK) W.I.C. RE -01 -- - mi I uliLUUuu --e --- - ---� NEVI W/H 2 iiG (EXI5TING) (EXISTING) 50 cfm �_ DOOR 85 cfm 85 cfm OX4 \ / LOUVER 12X 10 W Q NEW F PROPOSED LAUNDRY n D WALL CAP +ELEcrR1� EP �40 DRYER EXH. W/SCREEM METER (2GGAU)VENT THRU ROOF) RIGID DUCT UP TO 23" WITH OR I G" DEEP. 3 WIDE x 28 GA G.M. STRIP AT SUPPORT. CONDENSING UNIT ON 4" HIGH CONCRETE PAD BOTTOM OF CONDENSING UNIT ABOVE MIN. FLOOD ELEVATION R-G.O FIBERGLASS BOARD SUPPLY AIR PLENUM, FIN. CEILING-i STUD PARTITION — FAN COIL UNIT-- REFRIGERANTE PIPE TO CU 3 / 4 " PVC DRAIN W/P. TRAP FILTER NON SKID NEOPRENE ACOUSTICAL ISOLATOR PAC 0---I WALL CAP W/SCREEM C EXITING BEDROOM 2 (NO WORK) (MTING) r , 50cfm E 8X4-_ (EXISTING) I 2 . cfm 3ATHRM 2 8„O (NO WORK) \N la \ 0"0 12X14 00 FULLI"U -- — LOUVER (NEW}'li'_�'-I--= DOOR 1 GX 16 "- - NOTE: INSULATE CONDENSATE 2'X 0" uC (N DRAIN PIPE IN UNCONDITIONED 14 SPACE, i.e. RUN IN ATTIC SPACE, 8 �`2X WITHy2' THICK ARMAFLEX TO "O - PREVENT CONDENSATION. 0cffm �180cfm (EXISTING) 4rr0 (EXISTING) EXITING BEDROOM I 8XEXITING 8X8 (NO WORK) BATHROOM I (No waRrJ F-50CFM UP THRU ROOF EXITING DINING ROOM (NO WORK) PERG LA TERRACE ,,REFRIGERANT NI CWA ,CAL LINES RUN ABOVE PRO'Ell CEILING (SEE SCHEDULE) REFRIGERANT SUCTION LINE TO BED U S -- - -HAVING- I_- _ . OF AT LEAST R-3 AND HAVING AN EXTERNAL PERMEANCE NOT TOE(STEDINN AOCCORDANCE WITH .05 PERM WHEN MECHANICAL FLOOR PLAN A5TM E9G. 2014 FBCR-M 141 1.5 SCALE: I /4"= 1-O" a z DOUBLE THICKNESS v �i TURNING VANES V FOR SMACNA STANDARDS. TYPICAL 90 DEGREE VANED ELBOW DETAIL I I UNIT DE5CHARGE DUCT COLLAR, I I USE MECHANICAL FASTENERS TO ATTACH DUCT WORK TO AHU -- SEAL ON 4 SIDES WITH PRESSURE SENSITIVE TAPE FOR AN APPROVED CLOSURE SYSTEM, 4" MIN. CLEARANCE ALL AROUND FCU �20X2 I R/A GRILLE NOTE: PROVIDE APPROVED FLOAT SWITCH DEVICE `FIN FLOOR TO CONTROL OVERFLOW BY AUTOMATICALLY 5HUTTIN6 TEEL 5UPORT5 DOWN THE EQUIPMENT TO COMPLY WITH 307.2.4 FBC A/C CLOSET INSTALLATION DIAGRAM NOT TO SCALE N�1111 11II/!/// Ha L _� '2329 m = =o tp ,kp.�� %o� ���. ENGN %4" CONDENSATE DISCHARGE. COIL DRAIN PAN TO CONDENSATE PROVIDE FLOAT SWITCH AT DRAINAGE SYSTE AUXILLIARY DRAIN TO OPEN A/C CONTROL CIRCUIT IN CASE OF AN OVERFLOW NIPPLE FLEXIBLE HOSE ELBOW 3 / 8 " TUBING_ 2" SEAL TRAP 3/4" DRAIN PIPE. CONDENSATE REMOVAL UNIT RATED 30 GPH AT 9' TOTAL HEAD, WITH V50 HP MOTOR, 3 / 8" ID. CLEAR TUBING, CHECK VALVE, AND LOW VOLTAGE SAFETY FLOAT SWITCH TO OPEN A/C CONTROL CIRCUIT IN CASE OF AN OVERFLOW (LITTLE GIANT MODEL VCM- 15ULS, OR EQUAL) CONDENSATE PIPE DIAGRAM NOT TO SCALE HVAC DESIGN REQUIRES YES NO DUCT SMOKE DETECTOR • FIRE DAMPERS) • SMOKE DAMPERS) • FIRE RATED ENCLOSURE • FIRE RATED ROOF CEILING ASSEMBLY • FIRE STOPPING • SMOKE CONTROL • EQUIPMENT TESTING AND AIR BALANCING • AW �.i W `o N rn L�u/ H LU , ~ M Ll� � r n U) M ce) Lc) cl I.- 0 °'4T N f/) LL M N U = < •— L# `� / 00 c1r) d Z b LLI Lu >YC� LL O.'cam �.YY6 Y.Y• .... �? ELI •� :.. . LLJ L J J � i5n Z � � LLI Z O J Ln > J z U� Z 0- 2 0 CW 0 G U . DRAWN (LA) CHECKED DATE 07-28-2017 SCALE AS INDICATED J OB NO, SHEET M-1 0F SHEETS OF WALL. /_FACE STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG. "ZURN" #Z-144G-BP-VP FOR EXPOSED BLOCK AND GYPSUM -� BOARD WALL5. "ZURN" #ZN- 1447-BP-VP FPR TILE WALLS. "ZURN" #ZN- 1445-BP-VP FOR PLASTER WALL5. WALL FIN. FUR. SECTION VIEW FOR CLARITY. FLOOR "ZURN" #ZN-1400-BP-T-VP FLOOR CLEANOUT. CONCRETE PAD 2'x2'x8" W/ 4# 3 COMPACTED FILL ELEVATION VIEW "ZURN" #Z- 1404-VPI RON BOX W/ i COVER MARKED "C.O." FILL VOIDS W/ OILED SAND. CLEANOUT FITTING W/ BRA55 PLUG. TWO-WAY CLEANOUT5 TEE OF TO GLADE LONG SWEEP QUARTER BEND. NOTE: REFER TO SPECIFICATIONS FOR MATERIALS AND REQUIREMENTS FOR INSTALLATION. CLEANOUT5 DETAIL5 SCALE: 3/ 1 G"= I-0" NEW PROPOSE MASTER BATH ROO 3"W*TV TO EXIE SEPTIC TANK DIRECTION OF WATER FLOW BALL VALVE -Do--- -�-V�--•- BALL VALVE TITAN DISCONNECT BOX LINE TITAN-SCR2 PEMPERATURE RISE CHART IN F° MODEL 1 .0 GPM 1.5 GPM 2.0 GPM N/H- I, 2 1 N-1 20 1 33 22 17 MODEL MAX KW AT 220 VOLTS AX APMS MAT 220 V W/H- 1 , 2 N-1 20 1 1.6 KW 220 54 TITAN-SCR2 ELECTRONIC TANKLESS WATER HEATER COMPLIANCE UL #499 5TANDARD5 ANZI-Z 10.03 DADEAPROVAL #97-OG27-IG DIMENSIONS 1 0" x 7" x 2.75" PIPE FITTING I/2" STANDARD PIPE VOLTAGE 220 VAC 5TD. (2081277 AVAIL) ENERGY EFFICIENCY UP TO 99.5 % SCALE: 1 /4"= 1 '-0" (SANITARY) O Hl i z Ri MAXIMUM FLOW RATE AND CONSUMPTION FOR PLUMBING FIXTURE AND FIXTURE FITTINGS LAVATORY 1.5 GPM @ GO PSI SHOWER HEAT 1 .5G GPM @ 80 F51 WATER CLOSET 1.28 GALLON PER FLUSHING CYCLE SINK FAUCET 1.5 GPM @ GO PSI WASHING MACHINE WATER FACTOR OF 6 OR LOWER (ENERGY STARWATER SENSE CERTIFIED) NOTES 1.- EXPOSED PIPE5 AND SURFACE, HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAIN CONTACT, THERE SHALL BE NO SHARP OR ABRASIVE SURFACE UNDER LAVATORY. 2.- SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPMENT WITH CONTROL VALVES OF THE PRESSURE BALANCE THE HIGH LIMIT STOPS SHALL BE SET TO LIMIT WATER TEMPERATURE TO A MAXIMUM 120 °F(49 °C). 3.- PROVIDE WATER HAMMER ARRESTOR AT WASHER MACHINE IN ACCESS LOCATION. 4.- ALL PLUMBING WATER DEVICE PROVIDE SHUT-OFF VALVE. 5.-ALL TUB AND SHOWER SHALL BE ANTI SCALDING VALVE @ 110" (TYPICAL). SLOPE OF HORIZ. DRAIN PIPE. SIZE, IN MIN SLOPE IN/FT. 1 1 /4" TO 2" 1141, / FT 3" AND MORE 1/8" /FT PLUMBING NOTES 1. THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE LOCATION OF ALL EXISTING WATER AND SANITARY PIPING SYSTEMS, AND WITH PLUMBING FIXTURES AND ACCESSORIES TO BE REMOVED OR RELOCATED AS PART OF THE WORK. THI5 CONTRACTOR SHALL INCLUDE ALL WORK TO INTRODUCE NEW SYSTEM COMPONENTS INTO EXISTING STRUCTURES, AND TO MODIFY OR REMOVE EXISTING SYSTEMS AS REQUIRED. REROUTING OR RELOCATING PIPE RUNS TO SUIT 51TE AND BUILDING CONDITIONS SHALL BE INCLUDED IN THE SCOPE OF THE WORK. 2, ALL WORK SHALL COMPLY WITH LOCAL LAWS AND REGULATIONS. MATERIALS AND WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY. 3. SANITARY DRAIN AND VENT LINES SHALL BE PVC DWV PIPE AND FITTINGS. HORIZONTAL WASTE PIPING SHALL BE SLOPED AS INDICATED ON THE DRAWINGS. 4.UNDERGROUND WATER PIPING SHALL BE COPPER TYPE K; ABOVE GROUND, COPPER TYPE M. TYPE L., OR CPVC. THAT UNDER FLOOR SLAB SHALL BE PLACED INSIDE A PLASTIC PROTECTIVE SLEEVE FOR ITS ENTIRE LENGTH, INCLUDING TURN ABOVE SLAB. 5. PRESSURE AND TEMPERATURE RELIEF PIPING SHALL BE COPPER TYPE L. G.ALL PLUMBING FIXTURES AND EQUIPMENT SHALL BE PROVIDED WITH ALL NECESSARY ACCESSORIES SUCH AS STOP VALVES, TRAPS, ESCUTCHEONS, SUPPORTS, RELIEF VALVES, ETC. AS REQUIRED. PROVIDE SHUT OFF VALVES AND PIPE UNIONS TO ALL EQUIPMENT REQUIRING WATER SUPPLY. PROVIDE DIELECTRIC COUPLINGS TO CONNECT DISSIMILAR METALS. 7. ALL UNIN5ULATED EXPOSED PIPING AT FIXTURES IN TOILET ROOM AND OTHER FINISHED SPACE SHALL BE CHROME PLATED BRA55 PIPE OR TUBE WRAP ALL EXPOSED HOT WATER LINES AND DRAINS UNDER HANDICAP LAVATORIES WITH AN APPROVED MATERIAL. 8. PROVIDE PITCH PANS AND LEAD FLASHING FOR ALL NEW SANITARY SYSTEM VENTS. 9. PROVIDE PROPERLY SIZED WATER PIPING TO BATHROOM FIXTURE GROUPS AND/OR INDIVIDUAL FIXTURES. CONNECT TO THE EXISTING WATER PIPING DISTRIBUTION SYSTEM AT CONVENIENT LOCATIONS. PROVIDE PROPERLY SIZED AIR CHAMBERS OK SHOCK ABSORBERS AT LOCATIONS TO CONTROL WATER HAMMER AND SHOCK. 10. ALL NEW SOIL, WASTE AND VENT PIPING AND ALL NEW WATER PIPING SHALL BE TESTED AS REQUIRED BY CODE. WATER PIPING SYSTEMS SHALL BE FLUSHED CLEAN, STERILIZED WITH AN APPROVED SOLUTION, AND THEN FLUSHED OF ALL RESIDUAL SOLUTION. FLUSH AFTER FINAL PRESSURE TEST AND WITH TRIM AND CONNECTIONS TO FIXTURES AND EQUIPMENT MADE. 1 1, UNLESS OTHERWISE APPROVED AND COMPLYING WITH FBC 604.9, INSTALL WATER HAMMER ARRESTORS WHERE QUICK CLOSING VALVES ARE UTILIZED AND WITHIN AN EFFECTIVE RANGE OF EACH SUCH VALVE. PROVIDE ACCESS TO EACH WATER HAMMER ARRESTOR. ARRESTORS SHALL CONFORM TO A55E 1010. PLUMBING CONNECTION SCHEDULE SYMBOL DESCRIPTION DRAIN WATER SLOPE F.U. VALUE FIXTURE TYPE MAXIMUM WATER FLOW RATE REMARKS COLD HOT P- I WATER CLOSET 3" 11211 N/A 3"#4" @ 1 /87FT 3 FlOUK MOUNTED 1 .28 GPF P-2 LAVATORY 1-1 /2" 1 /2" 1 /2" 1 -1 /2"@ 1 /4'YFT I MOUNTED 1.0 GPM P-3 SHOWER 2" 1/2" 1/2" 2"@ I/4"/FT 2 N/A 1.5 GPM W/ ANTI -SCALD VALVE P-4 SINK 1-1 /2" 1 1 /2" 1 1 /2" 1 1-1 /2"@ I /4"/FT 2 COUNTERTOP 1.0 GPM P-5 CLOTHES WASHER 3" 1 /2" 1 /2" 2"@ I /4"/FT 2 N/A N/A o" = 0 : �MN '�TgT`c0 1 %01 .yq� W a Wa Lo / N i Lu/ II W ir� Lo M W r C) U) M - r n J O 3: ° X N U) ILL M N 00 Q LLJ z � m Lu z CU LLJ 0/ - .. .. Ji l/ ( LL_ , U) Lu di L Q �Q m J J z Q z W Q z 0 J Ln V Q _Z -j m 0- 0 J 0 .J LL DRAWN (LA) CHECKED DATE 07-28-2017 SCALE AS INDICATED J OB NO. SHEET P-1 OF SHEETS 7-7 NEW WINDOW// 2 2" OfL G'-0", -0' 4'0" PORCH (NO WORK) NEW PROPOSED MASTER BEDROOM / THE INTERIOR ALTERATIONS EXISTING WINDOW NO EFFECT THE STRUCTURE LIVING ROOM / TO BE REMOVED (NO WORK) / i AND TO CLOSE NEW DOOR EXISTING OPENING / Q 17:80' F.F.E. 711 1 "0 SCREWS@ 1 2" KITCHEN FAMILY ROOM (NO WORK) (NO WORK) EXI IN DO B E VE 8'�k5" T 'KCO � AN TO LO SGRE�ds G" Q G. /� EXISTING YVINDOWN I5T G O ENI BRF iK e CK�'LE TO; BE REMOVED C 7NCRETE GROUT AND TO CLOSE 3000 P51/FILL LN"(TYF.) EXISTING OPENIING/' NEW START \ \, PARTITION, COLUMN 2W@ 8"xI2" W/4#5 ��� �� STUDS 10 DINING ROOM / NEW PROPOSED A / (NO WOM NEW PI��POSED � MASTER BATHROOM / LAUNDRY ! /� O i U \`, EXISTING WINDOW TO BE REMOV D o � _ 17 30 YF- - AND TO CL 5E 5- WF I G" EXISTING OPENING \ n ITC- i / 4" CONCRETE SLAB W/ GXG - W I .4x W I .4 BATHROOM 2XWWF OVER 5 MILL VAPOR BARRIER i / � 4N4'x3/ 1 G" (NO WORK) % % / / / A ON FILL COMPACTED TO 55 PROCTOR �" / STEEL COLUMN /BEDROOM 2� � EXISTING 4" CONCRETE / 1" JOINT FILLER F / NO WORK / 2 SLAB W/Gxe-W/1.4xI.4 ATERIAL B SEALANT i i s TYP y �6 I I �TdX. zx =I �, _ i= �I I w I I i iI I �r G MIL VAPOR/ — I �I I N G MIL VAPOR — / A COMPACTED BARRIER I I BARRIER FILL i COMPACTED FILL GONG. FOOTING. CONC. FOOTING. 21-01 BEDROOM I / 2#u CONT. I ON 10"x3/8' STEEL PLATE WITH (NO WORK) I -4° 4- J.BOLT 5/8"xG" EMBEDED #4@ 1 2" IN CONCRETE 2 SECTION i i BATHROOM I / y / I TYPICAL STRUCTURAL SECTION (NO WORK) S- I SCALE 3/4 "= I'-0" 5- I SCALE 3/4 "= I'-0" 0" 1'-G" la'Ox5" TAPCON NEW START SCREWS @ I G" O.C. COLUMN BREAK BLOCK $ LET 81'x 18" CONCRETE GROUT W/4#5 3000 P51 FILL IN (TYP.) LEGEND: FOUNDATION FLOOR PLAN NEW PARTITION EXISTING PARTITION TO REMAIN .- NEW WOOD WALL EXISTING CBS WALL TO REMAIN .- NEW CBS WALL 501L STATEMENT: FOUNDATION SYSTEM HAS BEEN DESIGNED USING A PRESUMPTIVE LOAD -BEARING CAPACITY OF 2000 PSF. THE 501L COMPOSITION AT THE SITE CONSISTS OF LIMEROCK MIXED WITH SANDY MATERIAL. AT THE TIME OF CONSTRUCTION AND AFTER THE GROUND HAS BEEN BROKEN A LETTER FROM THE FOR OR THE ARCHITECT OF RECORD WILL BE SUBMITTED TO THE BUILDING OFFICIAL ATTESTING THAT THE FOR OR ARCHITECT OF RECORD HAS OBSERVED THE 51TE AND THE 501L CONDITIONS ARE 51MILAP TO TH05E UPON WHICH THE DESIGN WAS BASED. FOOTING SCHEDULE MARK DIMENSION W x Lx D (Ft) REINFORCEMENT BOTT. L.W. BOTT. S.W. TOP L.W TOP S.W REMARKS F-I 2.5'x2.5'x1' #5@8" #5@8" #5@8" #5@8" WF- I G I'-4"xCONT.x 1' #5@ 1 O" #5@ 1 2" COLUMN SCHEDULE MARK SIZE AND MATERIAL REINFORCEMENT OR BASE PLATE REMARKS TC-1 8" x 1 2" (GONG) 4#5 0#3@8" dc. TC-2 8" x 18" (CONC) 4#5 Q #3@8" c/c SCALE: 1/41'= I'-O'I IIIIIIIIIIi� � F- I NE PROOSED - F-1 PER�PTERRA�E m 6„ WELDED CONCRETE SLAB. \ \\ S.o WIRE FABRIC V o _ x o ..— x p, x K x F-I G„ IPI m _? —I j, I I. -1 i I Iil ;III x ' 2III III III —III i i-- I G'-o" _ Z Ijl—ICI II , I # 5 HORIZONTAL CONTINUOUS. EW TIE -BEAM MEN_�_� mi I I hz O 77 '-- MASONRY WALL 8"x8" WINDOW SILL REINP. — W/ 2#5 HZLL OR 8" CONCRETE U BLOCK W/2#5 CONT. 8"x8" POURED LL AND REBAR AND A #5 DOWEL EPDXY G" MIN EMBEDED 5 NEW REINFORCEMENT MASTER BATHROOM WINDOW S- SCALE 1/2"= I'-0" FOOTING TYPICAL SECTION THRU DI THICKENED CONCRETE EDGE SCALE I "= 1 1-011 I "x4" PT WOOD TYPICAL ALL AR 4' O ULTRACON TO BE PLACED STARTING AT G" FROM THE END OF BUCK C AT 1 2" O.C. ELSEWHERE MINIMUM EM8.=2" TIE DOWNS FILLED CELL G DOOR BUCK CONNECTION DETAIL S- N.T.5. I �'x4' PT % BUCK TYP. «� MA50NPY WALL *'0 TAFCON5 TO BE PLACED STARTING AT 5" FROM THE END OF BUCK 8 AT 1 2" O.C. ELSEWHERE MIN.EMB.= I- 1/4" 7 EXISTING WINDOW BUCK DETAIL S-I N.T.S. 19#3@ 12"Uc 2#5 a ° 4#5 OPENING EX15TING MASONRY WALL w U_ -' NEW 5"x 12" POURED Ln N CELL W/ 1 #5 REBAR. 9 AND A #5 DOWEL EPDXY 6" MIN EMBEDED 03 d ° O 4 4 O 4 4. 7 �— EX15TING FOOTING ' @/ 4 NEW REINFORCEMENT DINING ROOM DOOR 5 �� � ING 5- I SCALE I /2"= I '-0" N' rfortalsfeRIMT STi UCTURAL REV APPROVED DAT;Lb" EXISTING LINTEL/BEAM TO REMAIN (TYP, NON) - EXISTING MASONRY TO REMAIN (TYP. UON) FILL WITH BLOCK 8"x8"x I G" \ PROVIDE NEW TIE DOWNS \' IN NEW MASONRY TO `—CLOSE EXISTING OPENING. PROVIDE TIE z ? DOWNS AT ENDS OF NEW g MASONRY. MATCH SIZE \ AND SPACING OF WALL Z REINFORCEMENT THROUGHOUT. DOWEL G" MIN. INTO EXISTING EXISTING FOOTINGS TO LINTEL ABOVE AND REMAIN (TYP. ION) EXISTING FOOTING BELOW AND SET U51NG HIT-HY 15 MAX ADHESIVE b CLOSE EXI511NG OPENING DETAIL FROM HILTI EMB.=4" . LAP S-I N.T.S. BARS 48 BAR DIAMETERS MIN. _OD co M Q 0 O W _Q W dU) 00 .r M A.J.TEL E. 51576 DE51G14 Ei9" _ tcl 316 �),j,� 1>>r fax 78(—\ )>8 7-)01 z Q �m L7_� w .a W z W ^C IL/^, J C) Q LL_ — CD LLJ ILL VJ 12/ IC O J Q Q LLL i j z<� �z0 Q — LU pz 0 � co J revisions by: CITY COMMENTS 1 2 3 d 5 drawn by: PM2 MP checked by: sheet no aproved S — 1 alteca date of 07//28/17 3 aq I• 0 N USE 2'x6x5/8" CDX PLYWOOD STRUCTURAL FIELD ' ATTACH 5/8" PLYWOOD SHEATHING TO JOIST WITH 8d RINGSHANK NAILS @ 6" O.C. AND PROVIDE 2"xb" BLOCKING BETWEEN JOIST AT PANEL EDGES AND ATTACH WITH 8d KINGSHANK NAILS @ 4" O.C. PLYWOOD SHEATHING NAILING PATTERN SCALE N.T.S. ROOF FRAMING PLAN SCALE: 1 /4"= I '-0" ID WITH 3/8" GALV. LAG BOLTS COUNTERSUNK AND EMBEBBED MINIMUN 3" INTO THE WOOD BEAM. 12 Q 2.5 EXISTING WOOD_ ROOF TO REMAIN. ©TWISTED STRAP EXISTING HOUSE ADDITION INTO TRU55 AND PIGGYBACKS CD-X PLYWOOD rI Od NAILS @ 4" AI 17 PIGGY BACKS @24" SECTION S-2 SCALE 3/4 "= I'-0" 1 lI1 e, 6► `' �I ,r 2#5@ 12" OC.---- EXISTING CONCRETE TB. - EXISTING 8" CMU WALL � " LAG SCREWS 3" AT C BLOCKING a AT CENTER SPAN NOTCH TO FIT AND PATCH — PENETRATION IN 4"x 12" W/ EXT. WOOD FILLER WOOD BEAM. / nn rl Z' CD-X PLYW W/i Od NAILS 2NG" WOOD J015T WOOD SHIM AS REQUIRED 2 06aTRHU BOLT.--'� �� 4"x 12" WOOD BEAM p#3@ 12" do \\-4"x4"x3/ I G" NEW TB 8"x 12" (TYPICAL JOIST -BEAM CONNECTION WOOD CONNECTOR SCHEDULE CONNECTOR ALLOWABLE LOAD VALUES (LB5) TYPE CONNECTOR N.O.A. NAIL SIZE QUANTITY UPLIFT DOWN LATERAL LOAD LATERAL LOAD PARALLEL PERPENDICULAR HT51V20 FL 11473 1175 - 235 90 10-1 Od JOIST BY 51MPSON 4-4x 14 TITEN CONCRETE ©LTS 12 FL 1045G 775 _ - - 12- I Od BY SIMPSON 12- 1 Odx I2 SCALE 111= I 1-011 N N N N m ' 4" FRONT VIEW SCALE 311= 1 1-011 2"x8" WOOD TOI5T @ 10 O.C. CD-X PLYWOOD CD-X PLYWOOD SAW CUT EXISTING OVERHANG AS REQUIRED WRAP EXISTING WOOD TRU55 IN 30 L55 FELT PAPER BEFORE POURED DRILL G" INTO EXISTING TB 8 SET 75 @ 24" BARS IN EPDXY, USE HILTY HIT HY 150 INTO CONCRETE 2"x8" WOOD JOIST @ 1 G" O.C. 12 `2.5 / 2 SECTION S-2 SCALE 3/4 "= I'-0` 2» 2" O O SIDE VIEW SCALE 311= 1 1-011 CD-X PLYWOOD Af 41N 20"@4' I x2 P.T. WOOD CONT. 2"x 10" WOOD FASCIA P.T W12-16d NAILS (TYP.) CD-X PLYWOOD 'IOd NAILS @G" TE ii l 9narm- "xtifP_>c�ae �n sue, ci U W M M Q W 0 0 J LL WQ a U) Wr 00 CO) A.J.TEL EZ P.E. 51576 DESI tel: 3 ~_.05- 257 fax: 786 564 z u Lu z �J I m (VLLJ - CIO zo`� I W � J C Q U— ILJ C) N 0/LLI C O J Q U_ J Lu zQ� z� UJ �z 0 �O �Ln revisions by: CITY COMMEN'PS 1 2 3 4 5 drawn by: PM2 MP checked by: Sheet no S — 2 aproved alteca date of 07/28/17 + 1 5'-7.. TOPS + 10'-7" "t. ZONE 5 WIND Pr: +39.8 PSF -53.1 PSF SIDE ELEVATION (EAST) SCALE: 1 /4"= I '-0" D, WIND LOAD PRE55URE FOR ROOFING DE51GN ROOF ZONE PRE55URE (PSF) (NET UPLIFT) ` a (FT) 1 30.55 4.20 2 57.70 3 57.70 DOER SCALE: 1 /4"= I '-O" 0 ROOF ZONE PRE55URE DIAGRAM t SCALE 3132"= 1'-0" TERMITE PROTECTION PROVIDE 501L TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES FOR ALL SLAB CUTS IN COMPLIANCE W1 FBC 5ECTION 181 G. A CERTIFICATE OF COMPLIANCE SHALL BE 155UED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE PLORIDA DEPARTMENT OF AGRICULTURE AND CON5UMER SERVICES." STRUCTURAL NOTES 0. CODES GOVERNING: ALL WORK SHALL COMPLY WITH THE F.B.C. CODE 2014 5TH EDITION. THE AMERICAN CONCRETE INSTITUTE ACI-318-11, ASCE-7-10 AND ALL OTHERS APPLICABLE CODES AND REGULATIONS. 1. FOUNDATION: A. FOUNDATION SYSTEM CONSISTS OF WALL CONTINUOUS AND PAD FOOTINGS DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. B. CONCRETE WALL FOOTINGS AND PADS SHALL NOT RECEIVE SUPERIMPOSED LOADS UNTIL 48 HOUR OR MORE AFTER THE CONCRETE IS PLACED. C. EXCAVATIONS FOR MONOLITHIC FOOTINGS AND FOUNDATIONS, WHICH ARE TO SERVE AS FORMS, SHALL BE THOROUGHLY WET PRIOR TO PLACING CONCRETE. D. AS A MINIMUM, BOTTOM OF MONOLITHIC FOOTING SHALL BE 8" MINIMUM BELOW GRADE AND TOP OF STEM WALL AND ISOLATED FOOTING, PILE CAP AND GRADE BEAM SHALL BE 12" MINIMUM BELOW GRADE. TYPICAL UNLESS OTHERWISE NOTED. 2. SLABS ON FILL: FILL AND BACKFILL TO BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY FOR ALL LAYERS AS VERIFIED BY FIELD DENSITY TEST FOR ALL LAYERS. TESTS SHALL BE MADE IN ACCORDANCE WITH METHODS OF TEST FOR MOISTURE DENSITY RELATIONS OF SOILS, ASTM D 1557 MODIFIED. COMPACTION LAYERS NOT TO EXCEED 12". BACKFILL MATERIAL TO BE APPROVED BY SOIL ENGINEER. SLABS TO BE PLACED CONTINUOUSLY. PROVIDE CONTRACTION JOINTS, MAXIMUM AREA BETWEEN JOINTS LIMITED TO 225 SF, AND/OR 12 FEET IN ANY DIRECTION. COORDINATE WITH ARCHITECTURE FOR LOCATION OF SAW CUTS AT EXPOSED AREAS. SAW CUT FOR THE JOINTS TO BE A MINIMUM OF t/4 INCH DEEP AND 1/8 INCH WIDE. PROVIDE VAPOR BARRIER BELOW ALL SLABS ON FILL (6 MIL.). WELDED WIRE FABRIC REINFORCEMENT FOR SLAB ON GRADE SHALL BE ADEQUATELLY CHAIRED FOR ELEVATION, WET -LIFTING SHALL NO BE PERMITED. 3. CONCRETE: ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 5000 PSI IN 28 DAYS. AGGREGATES TO BE CLEAN WELL GRADED, MAXIMUM SIZE 3/4". CONCRETE SLUMP= 3" MIN. TO 5" MAX. VERTICAL CONCRETE DROP NOT TO EXCEED 9'-0". 4. CONCRETE COVER: A. SLAB ON GRADE AND FOOTINGS. B. WALLS. C. COLUMNS. D. BEAMS. E. WALLS AND COLUMNS _ EXPOSED TO EARTH OR WEATHER. F. SLABS TOP BARS BOTTOM BARS G. ANY CONCRETE CAST AGAINST EARTH. 5. REINFORCING STEEL: MINIMUM CLEAR COVER, IN. 3 3/4 3/4 3 A- TO BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. B- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. C- ALL TOP REINFORCEMENT SHALL TERMINATE WITH STANDARD HOOKS AT DISCONTINUOUS ENDS. D- ALL BOTTOM BARS SHALL BEAR A MINIMUM OF 6" OVER SUPPORTS UNLESS OTHERWISE NOTED. E- REINFORCING STEEL TO BE DETAILED AND FABRICATED IN ACCORDANCE WITH "MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCING CONCRETE STRUCTURES", AND THE ACI BUILDING CODE 318-11. F- WHEN REQUIRED, WELDABLE REINFORCING TO BE A706. G- FOR FOUNDATION SPLICES IN REINFORCING BARS SHALL BE NOT LESS THAN 36 BAR DIAMETERS AND REINFORCEMENT SHALL BE CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION. CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE CORNER 48 BAR DIAMETERS OR BY ADDING MATCHING REINFORCING STEEL, WHICH SHALL EXTEND 48 BAR DIAMETERS FROM EACH CORNER OR CHANGE IN DIRECTION. WHEN THREE OR MORE BARS ARE REQUIRED, THE BARS SHALL BE HELD IN PLACE AND ALIGNED BY TRANSVERSE BARS SPACED NOT MORE THAN 4 FEET (1219 MM) APART. FOR ALL OTHER SPLICES SEE SPECIFIC SECTION OR DETAIL AND TENSION LAP SPLICE SCHEDULE. H- ALL REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH AISC-360-10 14TH EDITION. 6. STRUCTURAL: STRUCTURE HAS BEEN DESIGNED TO RESIST LATERAL LOADS IN ACCORDANCE WITH CURRENT WIND CODE ASCE 7-10: WIND VELOCITY = 175 MPH, EXPOSURE C, ENCLOSED BUILDING. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL, AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, UNLESS A DIFFERENT DETAIL, OR SECTION IS SHOWN. CONTRACTOR WILL PROVIDE SHORING AND RESHORING DRAWINGS, ALONG WITH RE -SHORING SCHEDULE FOR ALL ELEVATED STRUCTURAL COMPONENTS, INCLUDING BUT NOT LIMITED TO BEAMS, SLABS, AND PRECAST ELEMENTS. DRAWINGS TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL STRUCTURAL ENGINEER, FOR SUBMITTAL TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD, AND THE THRESHOLD INSPECTOR (IF APPLICABLE). NO ELEVATED WORK MAY PROCEED WITHOUT THIS SUBMITTAL. CONTRACTOR TO ALSO RETAIN SAME ENGINEER TO PROVIDE FIELD INSPECTIONS, ALONG WITH REPORTS, THAT ALL OF THE SHORING AND RE -SHORING IS COMPLETED AS PER HIS DRAWINGS AND SPECIFICATIONS. SHORING SCHEDULE TO PROVIDE TIME THAT SHORES MAY BE REMOVED IN ORDER TO REMOVE FORMWORK, AND SPECIFIC SEQUENCE OF THE REMOVAL OF THE SHORING AS IT PROGRESSES THRU THE HEIGHT OF THE BUILDING. SHORING DRAWINGS TO ALSO CONTAIN DETAIL OF CONNECTION OF HEADERS AT THE TOP OF THE SHORES. 7. CONCRETE MASONRY WORK: A. ALL CONCRETE MASONRY WALLS ARE DESIGNED AS LOAD BEARING WALLS, UNLESS OTHERWISE NOTED., AND SHALL BE IN PLACE BEFORE THE SLABS AND BEAMS SUPPORTED BY THEM ARE POURED AS WELL AS THE CONCRETE TIE COLUMNS FRAMING THEM. B. ALL CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C 90, "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS". C. MORTAR SHALL CONFORM TO ASTM C 270, TYPE "M", WITH A MINIMUM AVERAGE STRENGTH OF 2500 PSI. D. CONCRETE MASONRY STRENGTH, fm, SHALL BE A MINIMUM OF 1500 PSI. E. VERTICAL REINFORCING IN CMU CELLS SHALL BE SPLICED WITH 48 BAR DIAMETER LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS FOR LAP INSPECTION AND VERIFYING THAT 7,CL„ LS HAVE BEEN FILLED SOLID WITH GROUT. 8. DESIGN LOADS GRAVITY. ROOF: DL= 93 PSF LL= 30 PSF """ `.�•w..DATE& 9. GENERAL: A.IN CASE OF DISCREPANCY BETWEEN THESE NOTES AND PLAN NOTES OF INFORMATION IN THE PLANS, SECTION OR DEATILS, THE MOST STRINGENT REQUIREMENT SHALL BE APPLIED. B.IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR MUST NOTIFY THE ARCHITECT AND ENGINEER, IN WRITING, OF THE SAME PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. IN THE EVENT THAT THE CONTRACTOR FAILS TO GIVE NOTICE, OR PROVIDE SUFFICIENT TIME FOR A RESPONSE, CONTRACTOR IS RESPONSIBLE FOR THE RESULTS OF SUCH ERRORS OR OMISSIONS, AND FOR ALL COSTS FOR RECTIFYING SAME AND FOR ANY DELAYS OR ANY OTHER COSTS INCURRED BY SAME. C.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EXISTING STRUCTURES AFFECTING THE NEW CONSTRUCTION PRIOR TO COMMENCING THE WORK. ANY VARIATIONS IN ACTUAL FIELD CONDITIONS/DIMENSIONS FROM THOSE SHOWN IN THE PERMITTED CONTRACT DRAWINGS SHALL BE REPORTED TO THE ARCHITECT/ENGINEER FOR DETERMINING THE NEED FOR RE -DESIGN PRIOR TO CONTRACTOR'S SUBMITTAL OF SHOP DRAWINGS FOR REVIEW. D.CONTRACTOR SHALL COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS, VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION, AND VERIFY THAT PROPOSED DIMENSIONS AND FIELD CONDITIONS AGREE WITH THIS PROPOSED PLAN. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND INSTALLATION. THESE DRAWINGS ARE NOT INTENDED TO BE USED AS FABRICATION OR SHOP DRAWINGS. 10. WOOD MEMBERS: ALL STRUCTURAL WOOD MEMBERS FOR WINDOWS AND DOOR BUCK SHALL PRESSURE TREATED BE SOUTHERN PINE GRADE NO. 2. ALL WOOD MEMBERS TO BE FREE OF ALL IMPERFECTIONS AS: SPLITS, CHECKS, OR EXCESSIVE KNOTS. UNSATISFACTORY MATERIALS TO BE REPLACED AT NO COST TO OWNER. ALL WOOD MEMBERS EXPOSED TO THE WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. MOISTURE CONTENT SHALL BE 19% OR LESS. PLYWOOD SHEATHING CLASSIFICATION SHALL BE "C" OR BETTER AND THE EXPOSURE SHALL BE APA RATED EXTERIOR. INSTALL PANELS WITH STRENGTH DIRECTION PERPENDICULAR TO TRUSSES OR JOISTS. PRESSURE -TREATED WOOD SHALL BE USED WHERE IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER. Arrr�4d__:gr%lft U C� c Z _00 m M F-r71 W o W � O W Q W � U) �a VJ T W r 00 m T A.J.TELLE P.E. 51576 4 DESIGN ENGI ' tel: 305- �:,57 fax: 786 56-_ S(i4 •mW LLJ ^./ LLJ - z o LLJ 0Z __j C) Q LL_ W C r/ LLJ C O Q Q E LL —I m J J z� LLJ Z Q O Cq Ln revisions by: CITY 1 COMMENTS 2 3 4 5 drawn by: PM2 MP checked by: sheet no. S — 3 aproved alteca date of 07/28/17 3