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HomeMy WebLinkAboutSITE PLANFILTER FABRIC'N CONFORMANCE W/ I SEC. 985 FDOT SPEC) V MAX PX4 2''PT. OR2V2' MIN. DIAMETER WOOD. STEEL 133 LBS. FT. MINIMUM \ ELEVATION SILT FENCE DETAILS z OPTIONAL 20' / PRINCIPLE POST POSITION POST a (CANTED 20' COWARD FLOW) \ POSITIONSall >I FILTER FABRIC � e SILT FLOW / \ SECTION e �. 2\O'� e C` 'a a �p EXISTING r :� HANGAR IO EXISTING APRON o r- m r� �T- Z / / / / / ,14 01 SITE PLAN 02 FOUNDATION PLAN $ 3 FLOOR PLAN 4 BUILDING SECTIONS 04 ELEVATIONS 05 TIE BEAM 8 ROOF FRAMING PLAN 0 6 ELECTRICAL 4 H, V. A. C. PLAN 0 i DEMOLITION PLAN SCANNFr BY IQXJl�o�Sb ST. LTJC 9 OTP�'TY ItT II, sION REVIFWLD FOR C(, IAY DATE 12RT DiU- S BE ET'O PLANS ANDPE,1✓N JOB TIC_ EEh ORNO LNSPEC MKFALED FASTENERS OR ATTACHMENTS ARETHE RESPONSIBILITY Of THE CONT9. 7JR OF RECOF 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, 3 .( SITE FL �\\ PROPERTY DESCRIPTION / 0 � 0 LOT # 13, BLOCK # 3 HERO ACRES ST, LUCIE COUNTY, FLORIDA SITE INFORMATION TAKEN FROM A SURVEY PREPARED BY CARLOS WERNANDEZ PROFESSIONAL SURVEYOR t MAPPER NOTE: KELLY t KELLY ARCHITECTS IS NOT RESPONSIBLE FOR THE DESIGN OF A NECESSARY REPAIR, REPLACEMENT OR RENOVATION TO ANY UNFORESEEN, CONCEALED STRUCTURAL CONDITION EXPOSED DURING THE DEMOLITION PHASE OF A REMODELING PROJECT ANY / ALL EXPENSES RELATIVE TO SUCH A SITUATION SHALL BE THE RESPONSIBILITY OF THE OWNER JAN 292018 wain oaFmt in * ` J. r►,q '! ul i t- O Z O Q Q Lu 0 ttr Z U Lu U N DOWEL NEW WALL 4 BEAM TO EXISTING W/ 05 BAR DRILLED 4 EPDXIED INTO EXISTING 4 HOOKED TO NEW 6 24" O.CJ SEE DETAIL THIS SHEET v LV v 0 EXISTING OPOS XISTI ELECTRIC METER P, OMP r- EXISTING 10J4 EXISTING 200 AMP. AJ1. PANEL FOOTING 5CHEDULE O20" A W X 14" D THICKENED CONCRETE FOOTING W/ 3 - It5 BARS CONTINUOUS ® 8" BEAM BLOCK/ CONCRETE FILLED 4 W/ 1 #5 BAR CONT. ON 16" W X 8" D CONC. FOOTING 11112 its BARS CONT. © 20" W X 12" D CONCRETE FOOTING W/ 2 or; BARS CONT. REF. BAMBOO FLOORING RcPLACE EXISTING FIXTURES IN CABANA BATH/ SAME LOCATIONS Lu w r n J EXISTING CABANA BATH TO BE RENOVATED • NEW FLOOR 4 WALL TILE • NEW VANITY CABINET, SINK 4 TOP • NEW SINK 4 SHOWER FAUCETS o NEW TOILET PROVIDE GAS LINE FOR FUTURE GAS GRILL-, 11- � 1f )I PROVIDEP1 I �JIFUTURE SINK 1 3'0" X 510" II � II \ 11 i } —�F 1 DOWEL NEW SLAB TO EXISTING W/ 24" LONG J 1 05 BARS Q 48" O.CJ DRILL 4 EPDXY INTO ® EXISTING SLAB 4 EXTEND INTO NEW 4" CONCRETE SLAB W/ 6 X b 10/10 W-WA,ON WELL -COMPACTED, POISONED I I I SOIL 4 CONT.6 MIL, VAPOR BARRIER I MINIMUMS: ';.4 2500 PST-. SOIL BEARING ® I 3000 P.51 CONCRETE I 1 F15ERMESH IS AN ACCEPTABLE ALTERNATE FFL. OF ADDITION SHALL I v MATCH FFL. OF EXISTING r ADJACENT LIVING AREA I BAMBOO FLOORING I I — ADJUST SLAB HEIGHT AS REQ'D. FOR LEVEL FINISH BETWEEN O ©2 ®— BEDROOM 4 BATH FLOOR m r — MATERIALS w v II �i CERAMIC TILE FLOORING WC I r — I I d — I I® II c 1-4v g I 1 �- I — :9 I 1 I I � ' I I POOL _ - T © L _ -,EQUIP, - �� E S RELOCATED b 1 - M I r R D I r KLESS GAS ER HEATER } 5'll' III 4 WORK RELATIVE FBI j ^ I UR THE GAS INSTA ONLL BE PERFORM UNDER _ —TU�I��ARATE PERMIT) \ 4'4" CLEAN Q m 'X O 0 O O m EXISTING SEPTIC TANK 4 DRAINFIELD 0 EXISTING RESIDENCE EXISTING POOL NOTE: MAIN WATER SERVICE ENTRY FOR EXISTING RESIDENCE IS IN AREA OF EXISTING POOL EQUIPMENT (BEHIND CABANA BATH)/ MUST BE RELOCATED 4 STEP DOWN T _ N _EXISTING POOL DECK NEW PAVER PATIO NEW, CONTINUOUS DECK 0 DRAIN - I `" PROVIDE BURIED O I GAS (INE FOR FUTUgE I FIRE I NG v ALL WORK RELATIVE TO THE GAS HOSE - INSTALLATION SHALL BE PERFORMED o BIBB UNDER SEPARATE PERMIT NO SLAB THIS AREA/ SAND SET PAVERS O ---- ----------.....------B -----1 42" X 2" PAVER STOOP `t 6 SCREEN DOOR Tn � o Q S ;n M 2Pd, m h C WAIL �.EGEND EXISTING 8" C.M.U, WALL PROPOSED 8" C.M.U. WALL FIN 3" V.TR.(�/ I � I I 2" � I 13" I 1 � I 1 I r � I LA V 2, ' I LAV �' / I 3" 1 2" I I WC I SHOWER SCREEN ENCLOSURE 8" BEAM BLOCK/ CONCRETE FILLED 4 W/ 105 BAR CONTINUOUS 05 HOOKED BAR 6 48" O,C, 16" WIDE X 8" DEEP CONCRETE FOOTING W/ 2 05 BARS CONTINUOUS C-a T I L 1/21I = 1 -OII 'EXISTING 4" WASTE LINE TO SEPTIC SYSTEM EXISTING WC TUB FLU1�INCg RISER DI A AM PROPOSED N,T,S, FILLED CELL Its HOOKED BAR - DRILL HOLE INTO EXISTING CELL FILL WITH EPDXY 4 INSERT BAR (6 24" 04) a -QWa N W OUO 1/21f = 11 u r O OUTSIDE ONLY CORNER BAR OVERLAP INSIDE BARS TO OVERLAP EACH OTHER AND TO BE TIED W/ 03 TIE AT JUNCTION STUCCO WASH CONCRETE FILLED U BLOCK W/ I - R5 BAR CONTINUOUS 5/8" LIGHT TEXTURED STUCCO ON S" X 16" CONCRETE BLOCK W/— POURED BLOCK CELLS 0 4'-0" O.C. W/ 115 BARS DOWELED TO FOOTING 4 HOOKED TO BEAM FINISH GRADE 20" W X 12" D CONCRETE — FOOTING W/ 2 Its BARS CONT. RECEIVED JUN " `"I permitting Commentcounty FILLED CELL 1/2" = If- O" + 3'-4" AFF, 4" CONCRETE SLAB W/ 6 X 6 10/10 W.W.M: 0'-0" FFL.-0" FF - i 1" SPACE LUALL DETAIL 1/2 1/4'I = 1'-O'f FOUNDATION GENERAL NOTES BOTTOM OF ALL FOOTERS MUST BE MINIMUM 12" BELOW FINISH GRADE THE OUTER BAR OF ALL EXTERIOR LOAD BEARING FOOTERS SHALL BE CONTINUOUS AROUND CORNERS OR BY BENDING BAR WITH MINIMUM 30" LAP EACH DIRECTION ALL FOOTER BARS SHALL HAVE MINIMUM 3" CONCRETE COVER WHERE THE CONCRETE IS CAST AGAINST THE EARTH OR 1 1/2" WHERE THE CONCRETE IS FORMED AND EXPOSED TO EITHER THE WEATHER OR EARTH ALL DOWEL BARS SHALL HAVE A STANDARD W DEGREE HOOK AND BE EMBEDDED 6" INTO FOOTING. DOWEL BARS SHALL LAP VERTICAL WALL REINFORCING BARS A MINIMUM OF 30" PLEASE NOTIFY THIS OFFICE PRIOR TO PROCEEDING WITH ANY WORK IF ANY DISCREPANCIES ARE FOUND DEPRESS W OR SLOPE) SLAB AS REQUIRED FOR SHOWERS, FLOOR FINISHES, ETC BLOCK OUT I I/2" AT ALL EXTERIOR SWINGING DOORS w iL Z LU N CL a�C 1112 13 JJLY v O v O O in 0 EXISTING SEPTIC TANK 4 DRAINFIELD - - - - -EXISTING ROP ED XISTi ---------- ELECTRIC METER A/CMp A/CMP GENERAL NOTES' it I ' I I � I _ _ _ _ ' t CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES i I I , EXISTING EXISTING 200 AI1P. A,H,U, i * CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE � I i PANEL 1 1 1 I I f I I i I I I I I I I FEXISTING 1 1 PULL DOWN I i ISTAIR _ _ _I I EXISTING GARAGE I 1 I I 1 I I 1 I I I I I 1 I i 1 I I 1 I i I I I I I - - - - - - - - - - V I t I i i \ I i � f \ t I EXI5TING ENTRY r1 i ------- - i I ' I R 4 5 I WALK IN m i m i x RrF. BAMBOO ) FLOORING _ ATTIC ` \ AGCESS 2 5'91/2" ( G Al CL05ET i = X 5(o" BAMBpO FLOOR i S /2" WAIZDR05E ISLAND 28" "XS' CO LINENS/ -` DE v 5 SHEL, PUTS K BA, i _ R 46 i 9'4" � BEFORE PROCEEDING W/ CONSTRUCTION i I i DUROCK SHALL BE USED IN ALL DAMP LOCATIONS i I PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS ' I ' i * WINDOWS SHALL BE HEAVY DUTY ALUMINUM BY PGT W/ WHITE FRAMES, SCREENS I i 4 IMPACT GLASS (VERIFY W/ OWNER 4 MATCH EXISTING) SIZES INDICATED AT ALL DOOR 4 WINDOW OPENINGS ARE NOMINAL AND MUST BE I VERIFIED W/ MANUFACTURER FOR ACTUAL SIZE AND ROUGH OPENING ' ' EGRESS WINDOW UNIT SIZES ARE NOMINAL AND MUST BE VERIFIED W/ MANUFACTURER I FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE GOVERNING CODE FOR I i ' SLEEPING AREAS I * PROVIDE EGRESS WINDOW UNIT 6ALL SLEEPING AREAS AS PSEED I ' EXISTING R E 51 D E N C E * TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS ' i * EXTERIOR DOORS 4 WINDOWS SHALL IFIED FOR RESISTANCE TO LOCAL f �--------•�------------------- - - - -'" '----- ------------ - - - - -- WIND PRESSURE ASREQWREDB F$.C.201T I ` * NEW BATH ROOM WALLS SHALL BE 1 I \ \ * ALL BATH ROOM VANITIES SHALL BE 34 1/2" HEIGHT 06" FINISHED HEIGHT) I ` * ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED I * ALL STRUCTURAL FRAMING TO BE HEM FIR 02, SPF #I, SOUTHERN PINE #2 OR I \ APPROVED ALTERNATE W/ fb91000 PSJ. MIN. - NON - STRUCTURAL FRAMING MAY I ` BE SELECTED SPECIES -"STUD" GRADE I \ * PLUMBING FIXTURES SHALL BE LOW FLOW AS PER COUNTY ORDINANC I \ * ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WIT ,B.C.2011 ` * PROVIDE PICTURE SHELVES 'a OWNER'S SUITE/ VERIFY HEIGHTS W \ * VERIFY FINISH MATERIAL LEVEL BETWEEN OWNER'S BEDROOM (BAMBOO FLOORING) 4 OWNER'S BATH (CERAMIC TILE FLOORING) 4 ADJUST SLAB HEIGHT ACCORDINGLY TO ` ASSURE LEVEL FINISH BETWEEN TWO OOMS i * THE,MAJOR WATER SERVICE TO THE ISTlNG HOME IS LOCATED IN THE AREA \ CJFTHE EXISTING POOL EQUIPMENT OW IGH IS TO BE RELOCATEDb THE WATER i SERVICE ENTRY MUST BE RELOCATEt I � I I I I I I I I 1 I EXISTING CABANA BATH TO BE RENOVATED • NEW FLOOR 4 WALL TILE EX15TING COVERED LANAI • NEW VANITY CABINET, SINK 4 TOP • I NEW SINK 4 SHOWER FAUCETS I I I o NEW TOILET I I I I f 1 0 0 I I i ALL WORK RELATIVE TO THE I------------------------------------ - - - - - I I GAS INSTALLATION SHALL BE I I PERFORMED UNDER SEPARATE -- I PERMIT I i PROVIDE GAS LINE FOR FUTURE I GAS GRILL (STUB OUT) I I _------1-----------------� y A SCREEN r - DOOR / Ir 11PROVIDEP m, FOR FUTURE Pam I (STUB UT) 310" X 8'0"- 318'T6 RE SHELVES/ VERI WNERDOWEL NEW WALLS 4AIMS TO EXISTING W/ #5 B24" O CJ DRILLED 4 EPDXIED A76 EXISTING m 4 HOOKED TO NEW/ 6% IbETAIL -- ON SWEET 02--- 111-- - - - -- -- III ------- _ AF�ENCH I I Fr-1, OF DITION SHALL Q X MATCH F OF EXISTING 01 LIVING A�c A _ I - - - - - - - 1N EGRESS - - - - - - - - - - � - - - - - - - ��-- - - - - -- -- TH42'D OWNER 15 SUITE CATHEDRALOILING W/ SURFACE I APPLIED ST 11N1 D WOOD BEAMS x 1_.� BAMBOO FLQ¢j2 lot VLN TALL ROLLING CAB'T DOgR O n N I K A 58Ue 58 I I61 HT, 1 FULL HEIGHT 5W POO RE CE CQRNER BE 6 HT. FRAMELESS TWO S WER o I SAFETY HEADS D GLASSR VANIT OWNER FRE"HT,BATFi CATHEDRALCEILING VESSEL SOAKIN B CERAMIC TILE EBB HEATERI FLOORING 111 i 8" S Si 2 .4 5,8" o IT I CAB'T 1 �--------y--60 63` -- _ S'4" 3'8" 44" ( 13'0" 114` 1 �k..15TING POOL I I I I i NOTE' ALL WORK RELATIVE TO THE GAS INSTALLATION (TANKLESS WATER HEATER, FUTURE FIRE PIT STUB OUT, FUTURE GAS BBQ STUB OUT) SHALL BE PERFORMED UNDER SEPARATE PERMIT EXISTING WATER HEATER IS GAS ' PROVIDE G#5 LINE FOR F&URE FIRE RING PAVER TERRACE PROPOSED SCREEN ENCLOSURE 42" X 42' 6 SCREI EXISTING SCREEN ENCLOSURE w N O zz w z ui N WALL LEGEND 0 O C==== EXISTING 2" X 4" FRAME WALL (L Q EXISTING 2" X 6" FRAME WALL O r""n EXISTING 8" C.M.U. WALL PROPOSED 2" X 4" FRAME WALL PROPOSED 2" X 6" FRAME WALL PROPOSED 8" CJM U. WALL LCCR-.--F L74N (o w K CONCRETE "S" TILE ROOFING OVER 90# GRANULAR SURFACE FELT HOT MOPPED TO 30# FELT ON 5/8" PLYWOOD ON PRE -ENGINEERED WOOD SCISSOR TRUSSES 9 24" O.C. iLl z (VERIFY 4 MATCH EXISTING ROOF TILE) w GALVANIZED FLASHING ON 1" X 3" P.T. DRIP ON 2" X 8" CEDAR z FASCIA OVER 2" X 4" SUB - FASCIA ,N (VERIFY t MATCH EXISTING) w VERIFY 4 MATCH EXISTING �/�f 14 CkmM\1: ROOF TRUSS HEEL HEIGHT '81 4" "�o IF j(I LITE TEXTURED STUCCO SOFFIT W/ CONTINUOUS ALUMINUM VENT — (VERIFY 4 MATCH EXISTING) MATCH EXISTING OVERHANG — + 8,- 0„ WINDOW HEAD HT, DBL.2" X 4" TOP PLATE 2" X 4" STUDS 61 161, O/C 8" C.E.S. FILLED CELL W/ I - 05 BAR PROVIDE 010 X 5" TAPCON SCREWS 6 16" O/C INTO BLOCK WALL 2" X 4" SILL PLATE DETAIL 1/211 ' ],-Oil VERIFY 4 MATCH EXISTING ROOF PITCH 12 12 5/8" DRYWALL CEILING —� S" BATT INSULATION R-30 MIN. 8" W X lib" D POURED CONCRETE TIE BEAM W/ 4 05 BARS CONTINUOUS 1/2" DRYWALL ON I" X 2" P.T, FURRING ON 3/4" RIGID INSULATION R - 6 VERIFY BOTTOM CHORD PITCH W/ TRUSS COMPANY PROVIDE MAXIMUM PITCH AS POSSIBLE 8" WIDE STAINED WOOD BEAMS/SURFACE APPLIED + 10' - 0" AFF, BEARING HEIGHT 5/8" TEXTURED STUCCO (MATCH EXISTING) ON_iA 12Z 8" X 16" CONCRETE BLOCK W/ POURED BLOCK 4 CELLS 61 48" OG, MAX 4 AT ALL WINDOWS, DOORS 4 12 CORNERS W/ I - 05 BAR DOWELED FROM FOOTING 5/8" 4 HOOKED TO BEAM DRYWALL CEILING 2" X IO" If 2" X 4" ALL STAIN GRADE BEAM MATERIALS SURFACE APPLIED PROVIDE 11/2" RECESS AT PERIMETER II WOOD BASE RIDGE BEAM DETAIL FOR WATER BREAK I THICKENED SLAB EDGE 20" WIDE X 14" DEEP W13 - 05 BARS 11 4" THICK CONCRETE SLAB W! b X 6 CONT, IN PALM BEACH CHAIRS ) 110 /10 W.W.F. OR FIBER MESH FINISH GRADE — — — — \ \ Ip. I IlIIi W - - - -f () v 0' - O" FFL L— A 3 1/2'I = 11-011 VISQUEEN VAPOR BARRIER ' ON WELL - COMPACTED, TERMITE TREATED SOIL 3000 PSJ CONCRETE 2500 PSF. SOIL BEARING LLJ O U- 0 Q UJ cn CL Q 21 JUNE 11126 13 JULY i OF SEVEN RNA 096, \oc DDT A�/// vNill� I iTING STRUCTURE WINE) LOAD INFORMATION CODE EDITIONS: 2011 FLORIDA BUILDING CODE CHAPTER 6 OF ASCE 1- 10 BUILDING DESIGN' ENG SE ULTIMATE DESIGN WIND SPEED, I10 MPN NOMINAL DESIGN WIND SPEED: 132 MPN RISK CATEGORY: II INTERNAL PRESSURE COEFFICIENT: EXPOSURE CATEGORY' ' C " WALLS (ENCLOSEDY (23 IMPACT PROTECTION: IMPACT RESISTANT DOORS 4 WINDOW& COMPONENTS 8 WALL CLADDING: ZONE 4 O� MEAN ROOF HT. - 30' 10 SQ, FT. - + 524 / - 56 P$F. 10 SQ. FT, _ + 52 / - 10 P.S.F. 20 SQ. FT, - + 50 / - 54 P S F. 20 SQ, FT, -+50 / - aPSF, 5050.FT, -+47/-51PSF, 50SQ,FT, -+41/-59PSF, 100 $0, FT, _ + 44 / - 49 PAP. 100 $0, Ft -+ 44 / - 54 P.S.F. PROPOSED EXISTING STRUCTURE 1%4" = 1'-O u L �o d�tA, ADDITION 1/411 = 1'-O" PROPOSED ADDITION 3�E EXISTING STRUCTURE 1/4" = 1'-O" NORTH-WEST NORTH-EAST SOUTH-WEST MORTAR TO TOP EDGE BARREL RIDGE TILE MORTAR TO TOP EDGE 2- X 4" BRACES B EACH VERTICAL MEMBER IN COMMOM TRUSSES, FACE NAIL W/ 2-16d NAILS 9 VERTICAL$ 4 BOTH TOP 4 BOTTOM CORD 2" X 4" OUTLOOKERS 24" O/C, ANCHORED TO GABLE TRUSS W/ SIMPSON 145FACE NAIL TO FIRST TRUSS W/ 2-Ibd NAILS 51 EA. GABLE END TRUSS I/2" CD.x, PLYWOOD 3/4" = 1'-0" n B-Z X DROP TOP GABLE `^ END TRUSS 2" X 4" LADDER — FRAMING 9 24" O.G. \ 2" X 4' G 9 24' O/C FROM H 1—.FIRST TRUSSRUSE TO TO BOTTOM CORD OF GABLE TRUSS. FACE NAIL TO BOTH MEMBERS W/ 2-16d NAILS ATTIC I } \ I ACCESS y ►"�"� 7m1 SCISSOR TRUSSES 9 24" O C. B-2 12 ` 4�' B-I CATHEDRAL CEILING NAILING SCHEDULE ITEM NAIL SIZE EDGE SPACING FIELD SPACING NOTES 5/8" CDX ROOF SHEATHING 8 d 6" O C, b" O G. GLUE ALL PLYWOOD WITHIN 4' OF ROOF EDGE 5/8" CDX ROOF SHEATHING 8 d 4" O.C. 6" O G. 8' - 0" FROM GABLE END ROOF EDGE 1/2" CDX WALL SHEATHING 8 d ('"O.C. 6" O.C. STUD TO 2 X 12 HEADER 16 d 3 PER HEADER PLY BASE SHEET NAILING 6" 0/G 18" 4 II" ROOF SHEATHING USE Bd RING SHANK NAIL 0 EXISTING COVERED LANAI 10'•0" A.F- _ ° ° S" W X 16" ', POURED CONCRETE TIE BEAM W/ 4 45 BARS CONTINUOUS ° ° 4 B-I A TYPICAL TRUSS TO CONCRETE 10'-0� ' A.F.F. BEAM CONNECTION UNLESS IF NOTED OTHERWISE ° ° S" W X 16" D POURED CONCRETE p TIE BEAM W/ 415 BARS CONTINUOUS B-2 ° ° 8" CONCRETE FILLED PRECAST LINTEL W/ 1155 BFA, R�CONT. 4 2" RECESS ° 8 -2"� B-1 WINDOW OR DOOR - X 0 MORTAR FINISH SET HIP 4 RIDGE TILE IN CONTINUOUS BED OF MORTAR, LAPPING TILE I" MINIMUM. POINT MORTAR TO FINISH FULL BED OF MORTAR "TILE - TITE TDS" PROVIDE FULL BED OF MORTAR UNDER ALL HIP 4 RIDGE TILES MINIMUM I" THICKNESS UNDER TILE CARRIED ROOF 111 O 11011 NOTE SET HIP 4 RIDGE TILE IN A FULL BED OF "TILE - TITE TDS" BY PREMIX MARBLETITE MANUFACTURING CO, PLACE TILE ON MORTAR WITHIN 15 MINUTES PRESSING DOWN ON TILE UNTIL MORTAR HAS FULL CONTACT WITH THE TILE 4 EXCESS APPEARS AT THE SIDES OF TILE. POINT MORTAR USING MORTAR THAT IS SQUEEZED OUT WITH ADDITIONAL MORTAR AS NECESSARY ALL FIELD TILES SHALL BE SET IN ACCORDANCE WITH SYSTEM #THREE FRSA 4 NTRMA TILE SPECIFICATIONS - MORTAR SET APPLICATION USING "TILE - TITE TDS" AS NOTED ABOVE 5/8" STUCCO ON 8" X I6" CONCRETE BLOCK (MATCH EXISTING STUCCO TEXTURE) CONCRETE 4 CLAY ROOF TILES COMPLYING WITH THE FOLLOWING LIMITATIONS SHALL BE DESIGNED TO WITHSTAND REQUIRED 140 MPA WIND LOADS L ROOF TILES SHALL BE MORTAR SET W/ "TILE - TITE TD6- BY PREMIX MARBLETITE MANUFACTURING CO. 2. ROOF TILES SHALL BE INSTALLED ON SOLID SHEATHING DESIGNED AS COMPONENTS 4 CLADDING 3. AN UNDERLAYMENT SHALL BE INSTALLED IN ACCORDANCE W/ Er01A3 4. TILE SHALL BE SINGLE LAPPED INTERLOCKING W/ A MINIMUM HEAD LAP OF NOT LESS THAN 2 INCHES S. TILE LENGTH SHALL BE BETWEEN LO 4 L15 FEET 6. EXPOSED WIDTH OF TILE SHALL BE BETWEEN Obi 4 L25 FEET. 1. MAXIMUM THICKNESS OF TAIL OF THE ROOF TILE SHALL NOT EXCEED 13 INCHES 8. ROOF TILES SHALL HAVE AT LEAST 2/3 OF TILE'S AREA FREE OF MORTAR CONTACT UNDERLAYMENT INSTALLATION: TWO PLY UNDERLAYMENT FASTENING SYSTEM AS PER TABLE 3 F RSA/RTI-- HOT MOP 900/ ROOF COVER TO BE TERMINATED AT METAL FLASHING$, NO.30 ANCHOR SHEET SHALL BE MECHANICALLY ATTACHED TO WOOD DECK W! NAILS 4 TIN CAPS (U/ TWO ROWS STAGGERED IN FIELD, ONE ROW 9 LAP, 4 ONE ROW 9 TOP EDGE OF CAP SHEET - S" O.G. IN FIELD/ 6" O.C. LAP/ 12' O.C. BACKNAIL CAP SHEET) 19/32" SMOOTH (PROVIDES 623 P.SF. UPLIFT - 62.1 P.S.F. UPLIFT IS REQUIRED EXTEND ANCHOR SHEET MINIMUM 4" UP VERTICAL SURFACES. ANCHOR SHEET SIDE LAPS SHALL BE MINIMUM OF 6' 4 HEAD LAPS MINIMUM OF 24, OVER PROPERLY INSTALLED ANCHOR SHEET, APPLY LAYER OF ORGANIC CAP SHEET IN A FULL 256/ SQ, +/- 5" MOPPING OF ASPHALT APPLIED UNIFORMLY. SIDE LAPS SHALL BE MIN11"UM OF 6": HEAD LAPS SHALL BE MINIMUM OF 3" 4 BACKNAILED 12" O.C. POURED CONCRETE BLOCK ° •_��. CELL W/ 105 BAR EACH JAMB CONCRETE SILL BRICK MLD, 1 3/4" HEAVY DUTY ALUMINUM DOOR W/ IMPACT RESISTANT GLASS ANCHOR LEGEND MARK OALLOWED MAXIMUM UPLIFT SIMIOSON MODEL NUMBER QUANTITY, SIZE 4 TYPE OF ANCHORAGE REQUIRED A 1810 14ETA20 5 - 10d x 1 1/2' B 1500 HT520 20 - IOd G 1000 MT812 w - IOd 1/2" DRYWALL ON I" X 2" PIT, FURRING ON 3/4" RIGID INSULATION 2" X 4" PRESS. TREATED — DOOR CASING —FIR JAMB —ALUMINUM THRESHOLD P.T.2" X WOOD BUCK ANCHOR TO CONCRETE W/ 1/4" TAP CONS W/ I" DIA. WASHER W/ 1 1/4" CONC, EMBED - 8" O.C, FOR I'll LARGER OPENING 12" O C. FOR SMALLER OPENING START 3" FROM EACH CORNER WALL LEGEND N ❑ 0 EXISTING 8" C.M.U.WALL EXTERIOR DOOR JA PROPOSED 84 C•N•U. WALL (1/2" e _O " N B-2 TIE 5EAM 4 ROO B FRAMING PLAN. 1/4-OII B-2 ` ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM WITH SIMPSON HETA20 UNLESS NOTED OTHERWISE ON LAYOUT, DROP TOP GABLE ALL MEMBERS ARE ANCHORED TO FRAME WALLS WITH SIMPSON HTS20 UNLESS NOTED END TRUSS OTHERWISE ON LAYOUT, 2" X 4" LADDER VERIFY UPLIFTS W/ TRUSS MANUFACTURER BEFORE INSTALLATION OF CONNECTORS FRAMING 9 24" O.G. ■ THIS LAYOUT IS FOR BEARING DETERMINATION FEASIBILITY 4 ARCHITECTURAL AID ■ TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 4 ALL TRUSS 4 HEADER ENGINEERING ■ ALL TRUSS STRAPS, ANCHORS, TIE DOWNS, ETC, MUST BE VERIFIED W/ WIND LOAD REPORTS PRIOR TO INSTALLATION ■ TRUSS PLANS 4 WIND LOAD REPORTS MUST BE SUBMITTED TO ARCHITECT (BY TRUSS MANUFACTURER) FOR VERIFICATION 4 APPROVAL PRIOR TO FABRICATION d D o < d o a �, 5/8" TEXTURED STUCCO o D (MATCH EXISTING) D \� o D I SEALANT HEAVY DUTY ALUMINUM WINDOW W/ IMPACT RESISTANT GLASS — SEALANT WASH go. ® i 4 4 - e "0 A CONCRETE TIE BEAM W/ 4 - 05 BARS OR PRE - CAST LINTEL PIT. 2" X WOOD BUCK ANCHOR TO CONCRETE W/ 1/4" TAP CONS W/ I" DIA, WASHER W/ 1 1/4" CONC. EMBED .8" O.C. FOR 1' 4 LARGER OPENING 12" O G. FOR SMALLER OPENING START 3" FROM EACH CORNER (TYPICAL ON ALL 4 SIDES OF WINDOW) WOOD SILL (VERIFY 4 MATCH EXISTING) POURED CONCRETE SILL W/ 1#5BAR A/C COMP. EXISTING DISC /C COM 02 /C CO #I - - - - -ELECTRIC r------- - - - - -- METER---1DI - ------------------------------------------------------------------------------------------------il I 1 I ' I EXISTING ,' I EXISTING , I - _. - - - - - - - - -� 200 AMP, I A.H.U. #I ' , I i I PANEL I 1 i I EXISTING PULL i + —I DOWN STAIR I � I LIGHT t SWITCH i I IN ATTIC ' 1 ----- -------------------------------------------------------- I i PROPOSED A.H.U. - - ---- ------- - - - - -- { I I IN ATTIC TRUSSES / I F I A.W.U. 01- ONE t ONE HALF Tail W/ d,98 KW HEAT i I i I STRIP. AH.U. SET ON PLYWOOD INSULATED i Tl(I PLENUM W/ R/A GRILL t FILTER I 1 I I i --—— — — — — —— � , I — — — — — — — — — — — — — — — — — — — - ------ H /n\ NOTES ' ' I 1. VERIFY ALL CONTRACTOR BEFORE PROCEEDING W/ WORKONS W1 LICENSED AIR - - / 1 �4° i TO EXISTING 1 I I + I LANAI LIGHTS I i 2. THE CONTRACTOR SHALL FURNISH ALL REQUIRED I ,I I------------------------------------------- - - - - - I I I INSURANCE t LABOR, MATERIALS t EQUIPMENT SHOWN I OR INDICATED FOR COMPLETE H.VA.C. SYSTEM IN I N ACCORDANCE W/ THESE DRAWINGS, LOCAL CODES 1 ,' '61, i + STANDARD MECHANICAL CODE t NFF'A. LATEST I , 444" I I I 1 EDITIONS I 36 ' t SWITCH 3. WORK SHALL BE COORDINATED W/ OTHER TRADES TO PREVENT CONFLICTING CONDITIONS I CFM d, CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS ' ,' / A �SSy I t INSPECTIONS FROM GOVERNING AGENCIES t - - FURNISH A WRITTEN GUARANTEE THAT ALL WORK I SD T SHALL BE FREE FROM DEFECTS IN MATERIALS t ' ' WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE I - , - — 1211 5" YEAR FROM THE DATE OF EQUIPMENT START UP t FINAL ACCEPTANCE. MANUFACTURER'S INSTRUCTIONS t ' - GUARANTEES SHALL BE GIVEN TO THE OWNER , i R 3 435 CFM RETURN 5. CONTRACTOR SHALL PROVIDE MATCHED SYSTEM DUCTED t4c< t0 COMPONENTS AS SPECIFIED OR AN APPROVED EQUAL AHU I FOR OPERATION AT THE SPECIFIED ELECTRICAL I REQUIREMENTS. AIR FILTERS SHALL BE INSTALLED ON 1 ALL RETURN AIR EQUIPMENT INLETS. RETURN AIR GRILLS I . SHALL BE DUCTED BACK TO AIR HANDLING UNIT. I 6. SUPPLY DUCTWORK SHALL BE I V2" FIBERGLASS R - 6 INSULATED DUCT50ARD OR FLEX DUCT R - 6 INSULATED AS SHOWN ON DRAWINGS. FLEX DUCT SHALL BE FULLY EXTENDED t OPEN I T. ALL DUCTWORK JOINTS t SEAMS SHALL BE SEALED t I i TAPED. FOLLOW MANUFACTURER'S PROCEDURES FOR ALL SUCH WORK.- 8. A/C UNIT SHALL HAVE A S.EEF. RATING OF 16,0 OR BETTER- 9. PROVIDE BALANCED RETURN AIR FOR PRESSURE DIFFERENTIAL PER SECTION 601A OF THE FLORIDA 1 MECHANICAL CODE I 10. PROVIDE STEM PIPE 6 CONDENSATE DRAIN LINE TO ADD BLEACH TO PREVENT MOLD BUILDUP + / C LEND i - 44 1 SUPPLY CEILING GRILL GF " ® I - WAY W/ O.B. DAMPER W' NO= I I ( I i I _ L - - - - - - - - - - - - - - - - - j IF il PROVIDE/S(5UT AS LINE FORII I FUTURE GASLL WORK EL E/'e.I SHALLTIBE PM D UNDERVE TO H GAS ATION ' i IWI SEPARATE SUPPLY CEILING GRILL VAO R 2 - WAY W/ O.B. DAMPER I PROVIDE ALL POWER I I I ®� SUPPLY CEILING GRILL FOR RELOCATED POOL EQUIPMENT I IC35 j I 3 - WAY W/ D.B. DAMPER I METAL DUCT I EtI I + / ® IN LINE BATHROOM EXHAUST TO SOFFIT GRILL I FAN I , ® BATHROOM EXHAUST FAN W/ I I' METAL DUCT TO SOFFIT GRILL GAS TANKLESS II WATER HEATER 1 4" J. 111 KT' STAT Q 62" AFF. ALL WORK RELATIVE TO THE I GAS INSTALLATION SHALL BE I FLEX DUCT STRAP is 4'-0" O/C PERFORMED UNDER I R-6 INSULATED SEPARATE PERMIT w/P 1 FJ. � � RIGID DUCT, 11/2" FIBERGLASS - - - - - - - - ---- - - - - -- INSULATED, R-6 SET ON 1/2" C.D.X. PLYWOOD ® RETURN AIR CEILING GRILL T I I PROVIDE GAS LINE FOR FUTURE FIRE RING/ ALL WORK RELATIVE TO THE GAS INSTALLATION SHALL BE PERFORMED UNDER SEPARATE PERMIT 1/411 = 1'-c ❑ PROVIDE ARC -FAULT INTERRUPTOR PROTECTION t TAMPER - RESISTANT RECEPTACLES AT NEW AREAS ❑ PROVIDE ARC -FAULT INTERRUPTOR PROTECTION TO ALL BEDROOM CEILING FANS t SMOKE DETECTORS ❑ PROVIDE VARIABLE SPEED SWITCHES FOR ALL CEILING FANS ❑ PROVIDE HARD WIRED SMOKE DETECTOR INSIDE t OUTSIDE OF ALL SLEEPING ROOMS ❑ ALL NEW LIGHTING AT ADDITION SHALL BE LED LOAD CALCULATIONS GENERAL LIGHTING: 3 5 6 0 60, FT AT 3 WATTS/FT 10 6 8 0 REFRIGERATOR 1 8 0 0 3 SMALL APPL, CKTS raj 1500 EA 4500 DISHWASHER 1 8 0 0 MICROWAVE 5000 RANGE 1 2 0 0 0 EXHAUST HOOD 500 TOILET EXHAUST FANS (3 0 500) 1500 GARAGE DOOR OPENER 500 PADDLE FANS (6 ray 150) 4500 DISPOSAL 1000 WASHER 1800 DRYER 5000 SUMMARY OF GENERAL LOADS 50580 FIRST 10 KW r7a 100916 10000 REMAINDER 6 40% 16232 SUMMARY OF DIVERSIFIED LOADS 2 6 2 3 2 AHU #1 W/ HEAT STRIP 9.96 KW 1 1 1 3 6 AHU 02 W/ HEAT STRIP 4.46 KW 5 5 6 8 POOL EQUIPMENT 3000 SUMMARY OF CONTINUOUS LOADS I S 10 4 SUMMARY OF DIV, E CONT. LOADS 4 5 9 3 6 SERVICE VOLTAGE 120/240 V SINGLE PHASE 1(31.4 PANEL SIZES TO USE EXISTING 2 0 0 AMP DUPLEX RECEPTACLE 15: DUPLEX RECEPTACLE TOP HALF SWITCH 9C44" DUPLEX RECEPTACLE MTD.A50VE CABINET DUPLEX RECEPTACLE WEATHER PROOF t G.F,I, �GFJ. DUPLEX RECEPTACLE GROUND FAULT INTERRUPT 220 VOLT RECEPTACLE K - WALL MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE 4C CEILING MOUNTED LIGHT FIXTURE W/ PULL CORD CEILING MOUNTED LIGHT FIXTURE RECESSED CEILING MOUNTED LIGHT FIXTURE RECESSED / DIRECTIONAL Cam° FLUORESCENT LIGHT FIXTURE SOFFIT MOUNTED FLOOD LIGHT ® FAN -LIGHT COMBINATION -SWITCHED SEPARATE Q BATH ROOM HEATER SINGLE POLE SWITCH THREE WAY SWITCH "R RHEOSTAT SWITCH ♦ TELEPHONE JACK TELEVISION OUTLET ELECTRIC MOTOR O SPEAKER VACUUM OUTLET DOOR BELL CHIMES CEILING FAN sD SMOKE DETECTOR mr STAIR LIGHT o- BUTTON r"1 ELECTRICAL METER irk-.:r ELECTRICAL PANEL © COMPUTER LOCATION 111 z w Gt1 d ®BMI B 21 JUNE 8 1it26 13 JULY 11 6 OF SEVEN ---------------------------------- ------------,----------------------------------------- 1-------------------------------------;r I I I / . I � / I / / I II I-----------------------------------------------------------------------------------�,/ I I � I I I I � ' I 1 1 I I � I I ♦ I � , 1 II 1-----------------------------------------------,' , I F , 1 NT 1'' ' \1 COVERED LANAI a I , • ', I - I I I I I I I I I I I I I I I I 'I I GU ST' U,,_! E I I I I I I REMOVE EXISTING A a " FIXTURES, VANITY, I7 %� _ --------------=------- ----- - - - - -j REMON !!AfSTNG DOOR TO CABANA / REMOVE EXISTING CLOSET _ _ I / / �dY REMOVE EXISTING WALLS 1 WINDOW I I 1--- - - - - -' I IL�UIL�� i ---- - -- - -- REMOVE EXISTING GABLEI LE I _ _�_/Il_ _- -- - - END FRAMING TNIS AREA DISCONNECT EXISTING POOL EQUIPMENT FOR RELOCATION ELIMINATE CONCRETE NOTE" MAIN WATER SUPPLY FOR RESIDENCE IS LOCATED AT AREA OF EXISTING POOL EQUIPMENT t MUST BE RELOCATED PRIOR TO ANY CONSTRUCTION TOP 4 ALL TILE 9 DOOR 4 SHOWER -REMOVE EXISTING WINDOWS OVER LAl 111 n w z a W iu O w lx REMOVE/ SCREEN/ DOOR/ REMOVE EXISTING SCREEN ENCLOSURE THIS AREA THE SCOPE OF THE WORK SHALL "IN THE FOLLOWING CONSTRUCTION OF THIS ADDITION IS A LEVEL 2 ALTERATION ■ REMOVE EXISTING WINDOW SEAT 4 ROOF STRUCTURE ABOVE AT GUEST SUITE ■ REMOVE ALL TILE $ FIXTURES AT EXISTING CABANA BATH ACCORDING TO THE FLORIDA BUILDING CODE 2014 (EXISTING . REMOVE SECTION OF EXISTING SCREEN ENCLOSURE AS INDICATED BUILDING), THE WORK SHALL BE PERFORMED IN STRICT . DISCONNECT EXISTING POOL EQUIPMENT 4 REMOVE EQUIPMENT PAD ACCORDANCE WITH THE PROVISIONS OF 1HE FOLLOWING, . REMOVE TWO WINDOWS AT CABANA AS INDICATED SECTION 60l - STRUCTURAL ■ REMOVE EXISTING CLOSET AT GUEST SUITE SECTION 608 - ELECTRICAL ■ REMOVE INTERIOR DOOR AT CABANA BATH SECTION 609 - MECHANICAL ■ INSTALL NEW CONCRETE SLAB, FOOTINGS, CMU WALLS, TIE BEAMS 4 ROOF TRUSSES SECTION 610 -PLUMBING ■ FRAME NEW INTERIOR WALLS FOR WALK -IN -CLOSET, LINEN CLOSET, OWNERS SUITE, OWNERS BATH, ETC. ■ INSTALL NEW WINDOWS, FRENCH DOORS AND INTERIOR DOORS ■ PROVIDE NEW AREA OF SCREEN ENCLOSURE, PAVER DECKING 4 FIREPIT ■ INSULATE, DRYWALL, TRIM, $ STUCCO ■ REPLACE SOD AND LANDSCAPE AS NECESSARY THIS LIST IS NEITHER INTENDED TO BE ALL INCLUSIVE OF ALL NECESSARY WORK NOR USED FOR BIDDING OR PRICING PURPOSES WALL LEGEND 0 EXISTING 2' X 4" FRAME WALL EXISTING 2" X 6" FRAME WALL u EXISTING 8" G.M.U. WALL 1/411 = !t—Olt 0 LLI to d. ttrl 11126 13 JULY 11 OF SEVEN