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HomeMy WebLinkAboutBuilding PlanNE 0 W RESIDENCE IFOR. 6607 DELAND AVE, FORT PIERCE, FL. '33951 March, 20201 .2 C) 05 'y 000 m E W LL 7, 00 00 J. (D N U') Lo _ otitis jst C) C) C14 U) O Cl) Z co O m 0 > O 0 00 (1) C14 _Ile Cl) m (N —i Y A( EL M) (D PROPOSED FL N LEGEND OOR PLAN SCALE: 1/4" = V-0" 1 HR FIRE RATED PARTITION WALL WALL/PARTITION 8" CONC. BLOCK WALL '4' 9,4„ BUILDING AREAS CALCULATIONS AREA UNDER AC------------------------------- 1308 SQ.FT GARAGE ---------- —--------- ------------------------ 433 SQFT COVER ENTRY ------------------------------------- 76 SQFT REAR PORCH ---------------------- -------------- 441 SQFT TOTAL BUILDING AREA ------ —---- ------- 2258 SQ.FT DESIGN PARAMETERS F.B.C. 2017 6TH EDITION CHAPTER 1609A-C -ASCE 7-10 RISK CATEGORY OF BUILDING: II BASIC WIND SPEED= 170 MPH 3 SEC. GUST. ND SERVICE WIND EXPOSURE =D BASIC VELOCITY PRESSURE=30 PSF TOP CHORD DEAD LOAD= 15 PSF ETER BOTTOM CHORD DEAD LOAD= 10 PSF ONTRACTOR. ROOF LIVE LOAD= 30 PSF SOIL BEARING CAPACITY= 2500 PSF (MIN.) BUILDING DESIGN AS: ENCLOSED INTERNAL PRESSURE COEFFICIENT = 0.18 MEAN ROOF HEIGHT - 30' MAX. NOTE: EGRESS WINDOWS ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A MINIMUM NET CLEAR OPENING OF 5 AND SEVEN TENTHS (5.7) SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE TWENTY-FOUR (24) INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE TWENTY (20) INCHES. NOTE: -ALL INTERIOR FINISH TO BE SELECTED BY OWNER, FLOOR TILES, CARPETS, SHELVES, FIXTURES, ETC. WINDOWS TYPE IMPACT RESISTANT o� ih 00 M DOORS TYPE Ae 4'-5" I i EGRESS El u , Hil n PH O O O EXTERIOR FRENCH 1 hour fire resistant AC CLOSET DOOR W/CLOSER �11 12 CLOSET WOOD DOOR 6-0" GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 6 th EDDITION 2017 & LOCAL COUNTY MUNICODE , AND ANY MUNICIPAL & STATE AMENDMENTS AND NFPA 101. NOTHING CONTAINED IN SPECIFICATION OR SHOWN ON PLANS SHALL BE SO CONSTRUED AS TO CONFLICT WITH ANY LOCAL, MUNICIPAL OR STATE LAW OR REGULATIONS ARE HEREBY MADE PART OF THIS SPECIFICATION. THE REQUIREMENTS OF THIS SPECIFICATION AND THE PLANS ARE THE MINIMUM THAT WILL BE ACCEPTED. CONTRACTOR BEING REQUIRED TO MEET BUILDING AND FIRE DEPARTMENT REQUIREMENTS AS APPROVED BY THE OWNER 2. ALL WORK SHALL BE ALIGNED AND POSITIONED IN ACCORDANCE WITH PLAN DIMENSIONS WITH ALL SCALE DIMENSIONS BEING VERIFIED PRIOR TO USE. THESE DRAWINGS ARE GENERIC AND ALL MATERIALS, DOORS, WINDOWS, FIXTURES, FINISHES, LANDSCAPE, AND ETC. IS TO BE SELECTED AND APPROVED BY THE OWNER. 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED. 4. GENERAL CONTRACTOR AND OWNER SHALL REPORT ALL IRREGULARITIES AND DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH WORK. 5. ALL WINDOW AND DOOR OPENING DIMENSIONS SHALL BE VERIFIED WITH WINDOWS AND DOORS SUPPLIER. PROVIDE PRODUCT APPROVAL AND/OR SHOP DRAWINGS AS REQ'D. 6. ANY BLOCKING, NAIL'S, FLASHING OR OTHER REQUIRED FRAMING MATERIAL SHALL BE INSTALLED AS REQUIRED AS IF THEY WERE ORIGINALLY DETAILED. 7. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. THE ARCHITECT'S PERIODIC VISITS TO THE SITE SHALL NOT RELIEVE THE CONTRACTOR OF TOTAL RESPONSIBILITY AND HE SHALL IN ANY EVENT HOLD THE ARCHITECT HARMLESS FOR ALL LITIGATION ARISING FROM INJURY. 8. ALL STUCCO, METAL LATH, AND DRYWALL WORK SHALL MAINTAIN THE STANDARDS AS OUTLINED IN THE U.S. GYPSUM CONSTRUCTION HANDBOOK; ESPECIALLY IN REGARDS TO ACCESSORY PRODUCTS, SUCH AS, CONTROL AND EXPANSION JOINTS. CONSULT WITH THE ARCHITECT PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH EXISTING SITE CONDITIONS. 10. ALL WORK BY ALL TRADES SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS, OR RESTRICTIONS, WHETHER INDICATED ON PLANS OR NOT. 11. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ROUGH OPENINGS PRIOR TO CONSTRUCTION. USE FIGURED DIMENSIONS ONLY. DO NOT SCALE DRAWINGS. 12. ALL DIMENSIONS, WINDOW AND DOOR OPENINGS ARE NOMINAL. FIELD VERIFY ROUGH OPENINGS AND VERIFY W/ PRODUCT APPROVAL AND SHOP DRAWINGS. 13. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY CODE AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THE CODE. 14. ALL SECTIONS, DETAILS, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS UNLESS OTHERWISE NOTED. Revisions: W U W 0 CD LL LL- Lu Uoz ZLU � w �QQLC) wOZQr� you a � o 0 w 0 � o Z � � � I N 00 00 N c� in O � 00 EGRESS L? } ., 16'-6" T_n11 o 0 N E1 0 of S � L (y) m p Z d N 3 L L o N Li Q S ® O SL EXTERIOR PANEL 00 3 Qj METAL DOOR M 0 (U J le 5'-4" le ld 6-0„ Q O I— �'. M co zo <C LHI H z D% w LL 10 EXTERIOR SLIDING GLASS DOOR Job Number: ##-;;;;;;;r Design By: AC Revised By: FRP Draw By: GS Date: March, 2020 Sheet Number A-1 IN III Revisions: FRONT ELEVATION (NORTH) SCALE: V=1/4" REAR ELEVATION (SOUTH) SCALE: V=1/4" onnr revue 1 ROOF EAVE ROOF EAVE 14'-11" ' T.O.BEAM 12 12-00" 12 51 T.O.BEAM 9,-„ FINISH FLOOR 0'-0" ASPHALT SHINGLES OVER 1 PLY # 30 FELT 12 TIN -TAGGED 5 \\-1/2" SMOOTH STUCCO FINISH OVER CMU WALL. PAINT COLOR SLECT BY OWNER. TYP. 1 b SIDE ELEVATION (EAST) SCALE: 1'=1/4" W U ajfl:cm�. Lul J u 111h.- 1, 1' 1111 Ili Ili 111TH au 0 CD LL w Uoz N � Z _j w w < Lo �oz� � o 0 Q, W >7- o 0 Z � � � 5 F. �Irlll/Irll aiiunruuir in ASPHALT SHINGLES OVER 1 PLY # 30 FELT TIN -TAGGED CONT. TOP RUNNER R-30 ROOF INSULATION WOOD TRUSSES 2x4 SOLID METAL STUD BLOCKING/DRAFSTOP TYP. AT 8' HT MAXIMUM. IN ALL PARTITION WALL. a"GP BOARD. 3-5/8" 20 GA. METAL 3,Y2" ACOUSTICAL BATT STUDS @ 16" O.C. INSULATION (FULL (AHEIGHT) Y" DUROCK BOARD w v FOR BATHROOM AND WET AREAS. METAL RUNNER - ATTACH TO FLOOR @ 12" O.C.-TYP. CONTINUOUS ACOUSTICAL SEALANT BASE & FLOOR PER : I (BOTH SIDES) ROOM FIN. SCHEDULE TYPICAL INTERIOR PARTITION CMU HEAD OR JAMB TAP ON S S X 3� LG.t�l .) I { I P.T. 1 X BUCK (OR P.A.F.SS.) MUM NO ENING WOOD SCREWS MIN WIDTH OR HEIGHT TAPCONS UP TO 8'-2" BUCK TO HEAD AND JAMB OVER 8'-2" TO 10'-2' OVER 10'-2" TO 12'-2" 3/16" d. at 16" O.C. NOTE: LARGER MASONRY OR WOOD SCREWS MAY BE SUBSTITUTED 3/16" d. at 12" O.C. POWDER ACTUATED FASTENERS (P.A.F.S.) 3/16" d. at 8" O.C. UP TO 8'-2" OVER 8'-2" TO 10'-2" OVER 10'-2" TO 12'-2" .145 d. at 8" O.C. NOTE: MAINTAIN 3" EDGE DISTANCE FOR P.A.F.S. .145 d. at 6" O.C. .145 d. AT 4" o-C. TYP. WINDOW BUCK ATTACHMENT SCHEDULE BEND INTO BEAM LAP MIN. 30 BAR DIA. CORE AROUND REBAR SHALL BE FILLED W/ MIN. 3000 PSI PEA ROCK CONCRETE 2—#5 VERTICAL "0" BLOCK "A" BLOCK NOTE: USE "C" BLOCK AT ENDS AND AT WALL OPENINGS "A" BLOCK DOWEL INTO FTG LAP MIN. 30 BAR DIA. TYP. A-0 BLOCK COLUMN SEE FND PLAN 2" x 4" P.T. WD BUCK FOR COLUMNS ATTACH PER SCHEDULE OPENING SIZE TYPE 0" - 8'-2" 8'-2" - 10'-2" 10'-2" - 16-2" TAPCONS 3/16" x 3" 16" O.C. 12" O.C. 8" O.C. HILTI (OPTIONAL) DXNK47S12.145 FO-C. 6" O.C. 4" O.C. TYPICAL DOOR BUCK ATTACHMENT SCHEDULE 1/4" CONTINUOUS BEAD OF CAULK BEHIND BUCK. STUCCO 3/8". CAULK 1"X4" BUCK CASE AROUND FOR WINDOWS USE BORATE OR P.T. TYPE CCA 1 "x6" BUCK FOR DOORS USE BORATE OR P.T. TYPE CCA 8d COIL GUN NAILS AT 8" O.C. Y C.M.U. WALL MINIMUM E BEDMENT PER ' PRODUCT APPROVAL --- --- 1/2" DRYWALL CAULK MAX. 1/4" SHIM FASTEN WINDOW ASSEMBLY IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT PRODUCT APPROVAL TYP. ALUMINUM WINDOW JAMB AND SLIDING GLS. DR. JAMB WINDOWS ANCHOR DETAIL TYPE DESIGNATION F = FILLED WITH GROUT I U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY F F 8F24-1 B/1 T NOMINAL WIDTH J I L QUANTITY OF #5 NOMINAL HEIGHT VARIED REBAR AT TOP OF B. BEAM MIN. (1 REQ'D) PRECAST, PRESTRESSED CONCRETE LINTELS: #5 REBAR AT TOP A- PRECAST, PRESTRESSED CONCRETE LINTELS TO BE PROVIDED BY B.B. CONTINUOS CAST-CRETE (OR APPROVED EQUAL) AND INSTALLED 1-1/2" CLEAR IN STRICT ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. SHORE FILLED LINTELS AS REQUIRED. On PROVIDE MINIMUM 4" BEARINGS AT EACH END. B- IN LIEU OF 1#5 REINFORCING BARS ON TOP. C.M.U. IN C- STANDARDS: COMPLY WITH REQUIREMENTS OF GROUT PC], ACI 301, ACI 318 AND ACI 530. #5 REBAR AT BOTTOM D- REINFORCING BARS: ASTM A615, GRADE 60. OF LINTELS CAVITY E- PRESTRESSED TENDONS: ASTM A416, BOTTOM REINFORCING GRADE 270, UNCOATED, 7/32" WIRE, LOW RELAXATION STRAND. PROVIDED IN LINTEL F- CONCRETE: (VARIES) 1- CEMENT: ASTM C150, TYPE I OR III. 2- FLY ASH: ASTM C618, CLASS C OR F. 3- SILICA FUME: ASTM C1240, AMORPHOUS SILICA. TYPICAL LINTEL AT 4-AGGREGATES: ASTM C33, MAXIMUM 3l$" DIAMETER. 5- STRENGTH: MINIMUM 3,500 Psi AT 28 DAYS FOR PRECAST LINTELS AND 6,000 Psi FOR PRESTRESSED LINTELS. WINDOW & DOOR 6-GROUT STRENGTH: MINIMUM 3,000 Psi.: NOTE: FLORIDA CERTIFICATE OF PRODUCT APPROVAL No. FL158. PROVIDE 1/8" SPACING AT PANEL EDGES 4' x 8' CDX PLYWOOD SHEATHING MIN. 19/32" THICK & 24" MAX. SPAN BETWEEN SUPPORTS PROVIDE 2"x4" BLOCKING AT ALL PLYWOOD SEAMS, 48" BACK OF GABLE END. 0AIL 4"o.c.AEA. SIDE OFAILS SEAM 2"x8" WOOD FASCIA (SEE TYPICAL WALL SECTION) NAILED W/ 2-16d NAILS @ EACH TRUSS 1/16" SPACE AT PANEL ENDS PREFABRICATED MOOD TRUSSES 24' ON CENTER SEE ROOF PLAN PLYWOOD NAILING DETAIL — LATERAL BRACING SEE DETAIL ON THIS SHEET. 8d NAILS AT 4"o.c. AT PANEL EDGE AND INTERMEDIATE SUPPORT 6"o.c. GABLE ENDS FIRST 48" BACK 0 C. (U .0 N.) I ❑❑ ❑ ❑E STANCADn MI A AI ACI HC ELEVATION B"x12" TIE BEAM VERT. BARS PROVIDE INSPECTION 'KNOCK -OUTS' IN BLOCK FOR LIFTS OVER 12'-0" HIGH AND AT INTERMEDIATE LEVEL. CLEAN our OPFNIN6 2'-ff Oi c WHERE WALLS ARE GROUTED SOLID, AT REBAR LOCATIONS & IN ALL OTHER CASES. NOTES: 1. GROUT WALLS IN LIFTS NOT TO EXCEED 8'-0" HIGH. POURS NOT TO EXCEED 12'-0" HIGH WHERE INSPECTION KNOCK -OUTS ARE NOT USED. 2. SEE PLANS & WALL SCHEDULE FOR LOCATION OF REINF. AND EXTENT OF GROUT. 3. WALL DESIGN BASED UPON INSPECTED VALUES - G.C. TO MAKE PROVISIONS FOR WALL INSPECTIONS ACCORDINGLY. TYPICAL MASONRY INSPECTION KNOCK -OUT DETAIL PROVIDE 3 STIRRUPS PER BEA SCHEDULE TOP OF BEAM SPACING AS PER BEAM REINF'G, SEE COORDINATE WITH BEAM SCHEDULE PLAN & SCHEDULE. ARCHITECTURE. BOTTOM OF PROVIDE`" 2-# 5 Fop 5PAN UP TO -I'- Oil 2-#6 FOP SPAN 4'-0" TO6'-O" 2-#7 FOP SPAN 6'-0" TO 6-0" + ► ► =717- .7T COORDINATE HEIGHT OF OPENING W/ ARCHITECTURE. V ADTH OF OPENING COORDINA ARCHITECTURE (SEE TABLE AT IEFT FOR ADDED REINFORCING) NOTE: USE THIS DETAIL WHERE THE BOTTOM OF THE BEAM MUST BE DROPPED IN ORDER TO MEET THE TOP OF THE WINDOW OR DOOR OPENING. TYPICAL WINDOW & OPENNING DETAIL IC TILE NO LESS 6' HT MIN. MODIFIED THIN -SET X BAKER BOARD 6' Hr CERAMIC nLE OR MErAL sTUDs LA= MOMED THIN-SET THANA�„�U� Sw CHLORALOY -FLEXIBLE SEALANT 2 X_4SRORCCEILIIEN nOUS iFLEXIBLE SEALAW (1/a"SPLEERR FOORT MINI U LL a - CHLORALOY REINFORCING DRAIN WM CLAMPING RING s ope Not to Scale 'WATER RESISTANT BACKER BOARD RECOMMENDED BY MANUFACTURER FOR APPLICATION INSTALL TO MANUFACTURER'S INSTRUCTIONS c 'n E MONFU THINSEr RXD BED UY o MDRUR BFD SUNKEN SHOWER DETAIL 2"x 4" BLOCKING @8'TO10'O.C. R-30 ROOF INSULATION 5/8" APA RATED CPX PLYWOOD SHEATHING W/10 D NAILING 4" @ EDGE & 6"@ INTERMEDIATE SUPPORT. (STAGGER JOINTS) TRUSS TIE DOWN SEE PLAN AND SCHEDULE ASPHALT SHINGLES OVER 1 PLY # 30 FELT TIN -TAGGED 5/8" GYP. BOARD ' 1" x 4" P.T. FIRE BLOCK I (2)8"x 8" BOND BEAM R W/ 1#5 CONTINUOUS EA. -" . (BB-1) :.:. , CASTCRETE LINTEL t: ON ALL OPENINGS c `' SEE NOTE & DETAIL. o 0 R-5.0 INSULATION 1/2" DRYWALL ON 1"x 2" P.T. FIR. @ 16" O.C. 1 # 5 IN GROUT FILLED CELL r (30" LAP TYPICAL) (SEE PLAN) I I 4" CONC. MONO SLAB (2500 PSI) W/ FIBER MESH OR I I 6x6-W1.4x W1.4 W.W.F. I AT MID -DEPTH ON POLYETHYLENE SHEET OVER TERMITE TRASTED COMPACTED SOLID F. FLOOR WOOD BASE M EL. 0'-0" x x x x x x x x x�l POLYETHYLENE _ SHEET MONOLITHIC FTG. W/ 4 # 5 CONT. & 1#4 TRANSVERSE @ 2' O.C. 18" — 12" MIN. BELOW GRADE 2500 PSI CONC. EL. 9'-4" �GALV. DRIP T.O. BEAM EDGE 1 "x 2" P.T CCA 2"x 8" CEDAR 2'-0" O.H FASCIA METAL LATH AND STUCCO SOFFIT W/ 4" x CONTINUOUS PERFORATED ALUMINUM SOFFIT VENT SEE WINDOWS SPECS & DIMMENSIONS WINDOW SILL POUR W/ #5 REBAR 5/8" SMOOTH STUCCO FINISH OVER 8" CMU 12" J 1 1TYPICAL WALL SECTION WATER PROOFING COATING ON WINDOW SILL JAMBS AN HEAD APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE FACE OF THE WALL. Revisions[ W U W U. W Q � Uoz Z _j w paaLO w fyowQ moC:) W � o 0Z CD \-0 __J 00 M cu (lJ I In LO OD In -4 v C3 o � 0 N N -10 S d- L i. M L M O Z d L O 0) LL_ Q S S L +' O I 3 00 0) (U _C . — M Cf (U J EXTERIOR \CMU WALL NOTE: PRIOR BUCK INSTALLATION APPLY A A WATER RESISTANT COATING \ PER FBC RESIDENTIAL R-703.4 AND AAMA 714 FOR FLUID APPLIED MEMBRANES Job Number: ## #### \\ USE PROTECTO LWM200 BY PROTECTO WRAP Design By: Revised By: AC FRP \ Draw By: GS Date: March, 2020 WINDOW/DOOR OPENING WALL Sheet Number A-5 . WATERPROOFING DETAIL ' . • SCALE: N.T.S Revisions: FOUNDATION NOTES: bww ALLOwmr= SOL BEAN(' cAPAarf. 2,500PSF SHALLOW FOUNDATION SHOULD BE EMBEDDED A MIN. 12' INTO BEARINQI SOIL FROM THE LOWEST ADJACENT GRADE. GEOTECFNICAL FIEPORr PREPARED BY GFA NTEFINATOK& (SEE ATTAq PER RATIONAL ANALISM FOOTING RSFORCMVT ARE DES TO BE AS SPECFED ON SCHED&E ALL DM90M HM ARE TAKEN DFIECTLY FROM AROCECTURAL FLOOR PLAN REQUIRED MATERIAL STRENGTH f c - U00 Pei COARSE GROUT FOR MASUM + TE BEAM Fc - Z500 Pei RECLLAR CONCRETE FOR FOOTING FY - 60,000 Pei FOR ALL FLING STEEL BARS SEE STRUCTURAL NOTES FOR ALLOWABLE aMW CONCRETE COLUMN SCHEDULERS-UWPa SHAPE MARK SIZE & DESCRIP. REINFORCING REMARKS VERTICAL STIRRUPS Full O 8 x8 BLOCK 1 #5 IN FILLED CELL C2 BLOCK 2 #5 IN FILLED CELL ® 16"X16" BLOCK 1 #5 IN FILLED CELL ® 12x12" BLOCK 4 #5 IN FILLED CELL © 8x16" BLOCK 2 #5 IN FILLED CELL FOOTING SCHEDULE Rc.Z00Pa REINFORCING TRANSVERSE BAR BOT. BARS TOP BARS SIZE REMARKS SHAPE MARK SPACING WITDH LENGTH DEPTH NO. SIZE NO. SIZE NO. SIZE SPACING 1 #4 24" O.C. WF5 —20 18" CONT. 16 2 #5 1 #5 TE-1 12" CONT 12" 1 #5 — — • — — F.GRADE F1 36" 36" 12" 4 #5 EACH WAY. I ' = WF-8 8" CONT 8" 1 " #5 o Y Y ' :JD= WF-12 12" CONT 12" 1 #5 1 #5 C.M.U. COLUMN (BEHIND) SEE PLAN FOR MASONRY WALL REINFORCEMENT 1-1/2" WATER STOP 4" CONC. MONO SLAB (2500 PSI) W/ 6x6-W1.4x W1.4 W.W.M. AT MID -DEPTH OR FIBER MESH 8" CMU Wl HORIZONTAL JOINT REINF. AT EVERY OTHER COURSE 4" CONC. MONO SLAB (2500 PSI) W/ 6x6-W1.4x W1.4 W.W.M. AT MID -DEPTH OR FIBER MESH ON POLYETHYLENE SHEET ON POLYETHYLENE SHEET x �� : x • " Y Y Y• FIN. GRADE / Y 8 8" -f\8' \\ MONOLITHIC FTG12" GRADE . / • /\ CLEAN, COMPACTED FILL "x MONOLITHIC FTG. # 5 CO / \ j\\ j\ TERMITE TREATED WI 1 # 5 CONT. CLEAN, COMPACTED FILL 12" BELOW GRADE 2500 PSI CONC. TERMITE TREATED 2500 PSI CONC. 18" WF8 POLYETHYLENE SHEETWF5 -20 SECTION 1-1 N.T.S. SEE PLAN FOR MASONRY WALL REINFORCEMENT 8" CMU W/ HORIZONTAL JOINT REINF. AT EVERY II OTHER COURSE 18" x 16" x CONT. MONOLITHIC FTG. Wl 1 # 5 ON TOP 2 # 5 ON BOTTOM (2500 PSI) I) 9 I i VAPOR BARRIER \ FILL 6" MIN. 18" SECTION 2-2 SCALE: N.T.S. 1 1/2" MASONRY RECESS (TYPICAL) FINISH GRADE / WF5 -20 12"xl2" C.M.U. COLUMN FINISHED GRADES CLEAN, COMPACTED FILL TERMITE TREATED \\\ ONE I (4) #5 VERT. REBAR 8"x8" CONC. FTG. W/ 1 #5 CONT. 136" -11 SECTION 3-3 SCALE: N.T.S. 36"x36"xl2" CONC. PAD W/ #5 @ 6" O.C. EACH VVAY C L 0 F C 1 Cl @4' O.0 TYP. U.N.O Cl @4' O.0 TYP. U.N.O PROPOSED FOUNDATION PLAN SCALE: 1/4" = l'-0" N COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS FOOTING NOTES. (*) INDICATES TOP OF FOOTINGS 1'-4" BELOW FINISH FLOOR. 1. AT ALL FTG. CORNERS & IM ERSECTIONS, PROVIDE 2 #5 L— SHAPED CORNERS BARS WITH 30" LEGS. 2. LAP SPLICE BARS MIN. 36". 3. MONOLITHIC CONCRETE SLAB & FOOTINGS ARE DESIGNED BY THE RATIONAL ANALYSIS METHOD —REFER TO FOUNDATION PLAN FOR SLAB REINFORCEMENT. 0 D C LL I 00 00 N N I trn In u� 0 o t"'°r t� o (U N C %O t d- s— (y) L M 0 Z d �5 �0 L P O C 3 00 0) N y . — (") d (U J �— Q O O l'M o°Oo Job Number: ##-ik Design By: AC Revised By: FRP Draw By: GS Date: March, 2020 Sheet Number SIMPSON STRONG TIE MGT a F-- U) _ U Q W CD 04 J W Z O U) d U H 00 04 2'-0" 2 1313-1 @ 9'-4 TYP. SIMPSON HETAL 20 @ EACH TRUSS TYP. 48'-0" 44'-0" L-15I I I I I I L-14 I I I I I L-15 I I I I I I I I I I I I I I I I I rIRDEJTRUSS IBY TRU S MA UFACTYRER E GENIE R I SIMPS N STRONG T E L-7_ _ L-8 _ L-3 MGT w _ . U). J (n = U_ _.._.._.. _0._.._ _.. .. .._.. Q LU1 j N I � _ M U) ROOF SLOPE I- 1 ROOF SLOPE 5:12 (n 5:12 77, w >- ns w. C� Q O ?� U) N m N O uJ O 0 3 LL�1 I L 36"X24" i" ATTIC ACCESS PUEE DOWN-MIC SWITCH PER NEC 210.70(A) Q /711 _ (� I I GIRDER TRUSS BY TRUSS MA UFACTURER ENGENI L-1 -- _ -- -- _ SIMPSON STRONG SIMPSON STRONGTIE iv- TIE MGT MGT - - - GIRDER T SS BY TRUSS MANUFACTURER ENG IEER I I - ( I I I I I I 11 SIMPS N STRONG TIE J ( MGT 7 N 11'-7" 2'-0" CB-1 13'-7" 2 1313-1 @ 9'-4 TYP. SIMPSON HETAL 20 EACH TRUSS TYP. F I 1 I I L-17 1 I I I I 2' P N 2 1313-1 @ 9'-4 TYP. SIMPSON HETAL 20 @ EACH TRUSS TYP. ROPOSED ROOF FRAMING PLAN SCALE: 1/4" = l'-O" SIMPSON & USP STRONG TIE CONNECTOR SPECIFICATION SCHEDULE MARK MODEL No H FASTENER AND UPLIFT LATERAL LOADS 1 PLY TRUSS 2 or 3 PLY So. PINE TRUSS (133) & (160) FASTENERS UPLIFT FASTENERS UPLIFT DOUG-FIRCH-LARCH SPRUC-PINE-FIR TO HEADER TO JOIST (160) TO HEADER TO JOIST (160) F1 F2 F1 F2 A H14 7 3/8 15-8d 12-8dxl-1/2" 1350 - 515 265 480 245 B HTSM16 16 4-1/4xl3/4 TITEN 8-10d 1175 - - - - - - C HETAL20 15 5-10dX1'/" 10-10dxl%" 1810 3-16d 10-10d 1810 415 1100 415 1100 D H8 8 5-10dxl%" 5-10dxl%" 745 - - 75 - 75 - E SURIL210 81/8 10-16d 10-10dxl112 1250 - - F LUS210 713/16 8-10d 4-10d 1165 G HU46 5 3/16 12-1/4"x2 3/4" TITEN 6-10d 1085 H MGT 1411116 - 5/8"O"J" BOLT 6" MIN. EMB. (22}10d 3965 I HUSC26-2 5 3/16 4-16d 4-16d 1235 - J (1) FGTR (2) FGTR _ _ _ 18 SDS 1/4"x3" 36 SDS 1ANY 2-1/2"x5" TITEN HD 4-1/2"x5" TITEN HD 5000 9400 K MTS16 16 7-10d 7-10d 1000 860 L HU210 16 30-16d 10-16d 3000 - T.B.- THRU-BOLT U.N.O.- UNLESS NOTED OTHERWISE BEAM SCHEDULE MARK SIZES INCHES BOTTOM BARS TOP BARS REMARKS TOP OF BEAM ELEV. A.F.F. b d BB-1 8" 8" 1 #5 BOND BEAM 9'-4„ L 8" 8" 1 #5 1 #5 CAST-CRETE LINTEL SEE SCHEDULE A-1 SEE PLAN CB-1 8" 1211 4 #5 4 #5 TIE BEEM GENERAL TRUSS NOTES: REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS. ALL GIRDER TRUSSES SHALL HAVE A MINIMUM 1 #5 FILLED CELL DIRECTLY BENEATH THE GIRDER TRUSS. SHOULD THERE BE A DISCREPANCY BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWINGS, THE TRUSS ENGINEERING DRAWINGS GOVERNS AND IT SHOULD BE IMMEDIATELY NOTIFY TO THE ARCHITECT. IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING AND IN IN GRAPHIC FORM OF ANY CHANGES AND MODIFICATIONS FROM THE ARCHITECTURAL LAYOUT. FAILURE TO DO SO SHALL VOID THE TRUSS ENGINEERING PACKAGE. TRUSS MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON PRELIMINARY TRUSS DRAWINGS SENT TO OUR OFFICE. TRUSS BRACING NOTES: 1. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 6'-0"o.c. REPEATED AT EACH END OF BUILDING AND AT 20'-0" INTERVALS. 2. BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE THAN 6'-0"o.c. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE SPACING PERMITS. 3. CONTINUOUS BOTTOM CHORD, LATERAL BRACING SHOULD BE CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2"x4" GRADE MARKED LUMBER, NAILED WITH A MIN. TWO 16d NAILS IN ACCORDANCE WITH NDS CRITERIA AT EACH CONNECTION INCLUDING INTERMEDIATE TRUSSES. 4. ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER. BENDING STRESS, Fb=1,200 psi (MINIMUM) LATERAL LOAD NOTES: TRUSSES TO WOOD BEARING W/ 3-16D TOE NAILS AND STRAP MAX. LATERAL FORCE L1 + L2 EACH TRUSS 295 # 1ST. STRAP DERATED 295 # MAX. UPLIFT EACH STRAP 1000 # THIS ALLOWS FOR LATERAL FORCES. UPLIFT L1 L2 1810# 415# 1100# CAST-CRETE U LINTEL SCHEDULE PRECAST & PRESTRESSES LINTEL NO. SIZE TYPE ALLOWED GRAVITY APPLIED GRAVITY ALLOWED UPLIFT APPLIED UPLIFT NOTE L-1 T-10" 8F8-1B/1T 8974 7034 L-2 T-6" SF8-1B/1T 8974 5591 L-3 4'-0" 8F8-1B/1T 8974 4000 4853 2500 L4 4'-6" SF8-1B/1T 8672 4000 4292 2000 L-5 5'4" 8F8-18/1T 7342 4000 3607 2000 L-6 5'-10" 8F8-1B/1T 6036 3295 L-7 6'-6" 8F8-1B/1T 8360 2959 L 8 7'4" 81`8-1B/1T 5681 2000 2671 1200 L-9 8'-6" 8F8-1B/1T 3486 2000 1811 1200 L-10 10'-4" 8F8-1B/1T 2781 1458 L-11 11'4" 8F8-1B/1T 2423 1272 L-12 12'-0" 8F8-1B/1T 2193 1980 1151 1000 L-13 13'-4" 8F8-113/1T 1838 962 L-14 14'-0" 8F8-1B/1T 1697 887 L-15 14'-8" 8F8-1B/1T 2245 823 L-16 15'4" 8F8-1B/1T 2058 767 L-17 17'4" 8F8-1B/1T 1609 900 637 500 L-18 19'-4" 8F8-1B/1T 1282 546 L-19 21'4" 8F8-18/1T 1114 900 480 500 L-20 22'-0" 8F8-1B/1T 1047 461 L-21 24'-0" 8F8-113/1T 884 416 CAST-CRETE U LINTEL SCHEDULE 8" PRECAST W/2" RECESS DOOR LINTEL LENGTH TYPE ALLOWED APPLIED ALLOWED APPLIED NOTE NO. GRAVITY GRAVITY UPLIFT UPLIFT L-22 4'-4" 8F8-18/1T 8060 4409 NOTES. LATERAL AND UPLIFT LOADS HAVE BEEN CONSIDERED IN THE DESIGN. NO LATERAL LOADS AND UPLIFT EXCEED IF ANCHOR CAPACITY > 1000 LB. CAPACITY. TRUSS GIRDEI Simpson Strong -Tie MGT N.T.S. 10dx1'/" 2"x4" YELLOW PINE DIAGONAL BRACING W/ 2-16d NAILS AT INTERS. ON BOTTOM CHORD REPEATED ® 20'-0" INTERVALS. FF &TA%A�S NOTES AND TRUSS LAYOUT 2"X4" LATERAL BRACING 0 6'-0" O.C. ATTACHED TO BOTT. CHORD OF TRUSSES TYP. / IjFER '!Rll t r NOTES AND TRUSS LAYOUT II II 'I PRE -I ANUF. WD TRUSSES ® 24" O.C. MAX. (. DIAGONAL BRACING DETAIL 2"x4" CONT. LATERAL WOOD (2) 16d NAILS EACH MEMBER BRACING NAILED TO BOTTOM CHORD MAXIMUM 6'-0" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) 24"o.c. (OVERLAP @SPLICE ) PRE-ENGINEERE WOOD TRUSS PLAN VIEW TYPICAL LATERAL BRACE SPLICE 19/32" CDX PLYWOOD SHEATHING PRE-FAB WOOD T S AT 24" O.C. MAX. 2"x4" #2 SOUTHERN YELLOW PINE CROSS BRACING MEMBERS FASTENED TO TRUSSES W/2-16d NAILS EACH END. FOR LOCATIONS) x M (REF R `OF FI�TNGii TRUSS LAYOUT CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM ELEVATION VIEW 6'-0" SPACING MANUFACT RERD AS REQUIRED BY TRUSS (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATIONS) TYPICAL X-BRACING DETAIL N COMPONENT AND CLADDING PRESURE ZONES NAIL SIZE NAIL SPACING ZONE 8d RING -SHANK FASTENERS 4" @ EDGES, 4" @ INTERMEDIATE SUPPORTS 0 8d RING -SHANK FASTENERS 6" @ EDGES, 12" @ INTERMEDIATE SUPPORTS (D 0 CORNER DISTANCE, A= 4 FEET IN ALL CASES ,.-a�, O 1D It-ONI�I n. DIAPHRAM BOUNDRIES ROOF SHEATHING NAILING SCHEDULE ZONE # 1 8d NAILS @ 6" O.C. AT EDGES & 6' O.C. IN FIELD ZONE # 2 8d NAILS @ 4" O.C. AT EDGES & 6" O.C. IN FIELD 8d NAILS @ 4" O.C. AT ZONE # 3 EDGES & 4" O.C. IN FIELD TYPICAL NOTES 1. 19132" CDX PLYWOOD PANELS ATTACHED TO TOP CHORD OF TRUSSES W/8D COMMON NAILS AS PER SCHEDULE. 2. 2"X4" SYP DIAPHRAGM BLOCKING AT ALL RIDGES, VALLEYS AND 4'-0" FROM ALL GABLE ENDS. (BLOCKING MUST BE EDGEWISE SEE PLYWOOD NAILING DETAIL) Simpson Strong Tie HIP ROOF H ETAL20 NOTE: a= 4 FEET IN ALL CASES COMPONENT AND CLADDING PRESSURE ZONES Revisions: W 1� LLJ L� LL O o W W Q Uoz Z -1 W W zQ 0 Q Ln (n o W 0 W Q 0 I L---L_ CD 00 00 0i (U I Ln 00 In +� v �+""! O 1,�+ O (U o, QL -3 S 1,O >` 4' M O Z 6 L O a S S L Co C) 3 00 N (U _C . — M cf (U J Job Number: ## #### Design By: AC Revised By: FRP Draw By: GS Date: March, 2020 Sheet Number 0 OD LL GROUTED SOLID SLEEVE SHALL BE 2 SIZES (2) #4 x 4'-0" EXPANSION AT MID —DEPTH OF SLAB JOINT ARROUND PIPE LARGER THAN PIPE PASSING SLEEVE THRU i CONCRETE FOOTER (SEE 1 FOUNDATION PLAN FOR Pa SIZE) I i r - — — — — — — — — — 1 I OUTLINE OF GRADE TYPICAL CMU BEAM SEE SEE FOUNDATION PLAN RE—ENTRANT CORNER I FOR REBAR QUANTITY I.E. CMU WALL W/ I DETAIL DENOTES PIPE PASSING ISOLATED SLAB CORNER I THRU STEM WALL #5 REBAR WITHIN FOOTING SEE DETAILS ABOVE TYP. PIPE THRU CMU WALL DET. TYP. RE-ENTRANT CORNER N.T.S 2 3/4"=1'-0" FILLED LINTEL TIE BE NOTE: DWGS. INDICATE CENTER LINE OF STEP FOR TIE BEAM OR DBL. LINTEL STEP 2'-0" 16" HOOK `—CONT. STL. REINF. SEE BEAM DETAIL LOCATE STEP AS REQUIRED TO MAINTAIN 4" MINIMUM BETWEEN ROOF LINE AND TOP OR BOTTOM OF BOND BEAM. 5 STEPPED BOND BEAM DETAIL 3/4"=1'-0" LAP HEADER BARS CON JOIf FILLI CONTROL BLOCK UNIT CONT. BACKER ROD AND SEALANT BOTH SIDES — 3/8" JOINT TYP. CONTROL BLOCK UNIT M.C.J. @ 20'-0" O.C. MAX. N OTE: 1) "MCJ."=MASONRY CONTROL JOINT 2) PROVIDE A DUMMY JOINT AT TIE BEAMS IN LINE W/ MCJ. 6 M.C.J. DETAIL 3/4"=V-0" JCC IVIh1JVIVr\ 1 I.VIV 1 RUL JOINT NOTES FOR DOWELING INFORMATION 9 TYP.MASONRY OPENING DETAILS (U.N.0) N.T.S SECTION A (HEAD DETAIL) 8" OR 12" PRECAST LINTEL, GROUTED SOLID, SEE SCHEDULE ON SHEET S-2.1 TYPICAL AT INTERSECTIONS LINTEL BEAM NOTE: FOR BEAM CORNERS AT ENDS OF WALLS (FOR EXAMPLE IN THE VERTICAL PLANE) HOOK BEAM REINF. DOWN INTO CONC. COL. OR FILLED CELLS IN SIMILAR MANNER AS IN HORIZONTAL PLANE 3 TYP. WALL INTERSECTION DETAIL 3/4"=1'-0" FILLED CELL; SEE 00 PLANS USE PREFAB CORNER OR OVERLAP & TIE HORIZ. JT. REINF. jtiz-1 1P, AT CORNERS I, 1, 8" CMU 6" MIN SPLICE 7 TYP. HORIZONTAL REINF. DETAIL 3/4"=1'-0" lf'N00 _ N PRE—FAB METAL KEYWAY (GALVANIZED) x x x—) (-x x x CONSTRUCTION JOINT EXPANSION JOINT MATERIAL SEE ARCH. PROVIDE AS REQUIRED DWGS. x x x—) rx x x 1 6" 6" EXPANSION JOINT (E.J.) 1" DEEP SAW CUT TO BE MADE WITHIN 24 HOURS OF POUR, AND AS SOON AS CONC. IS STRONG ENOUGH NOT TO DISLODGE THE AGGREGATE, WWF TO BE CONT. V I _\ THRU JOINT (TYP). x x x x x x x SAW CUT JOINT (C.J.) 4 TYP. SLAB JOINTS 3/4"=1'-0" 1'-2» U wo e Of N I M.C.J. SEE DETAIL "1z" /cl , SIZE AND NUMBER 1 TO MATCH CONT. 1 MATCH FTC. REINF. FOOTING DEPTH 2'-0» MIN 1'—O" 2'-0" 1 MAX. FOOTING STEP = 1 2'-0" SEE FOUNDATION PLAN FOR LOCATIONS 8 STEP FOOTING DETAIL 3/4"=1'-0" Revisions: 00 Ib 0i N I to 00 u0 C) O 0 (U N i� 3 N �0 S � (h L ('') O Z d L 3 L O S L C) O � 3 00 0, (U _C .— M d (U I o• Q W MIS o o tfNd o o Q N • • N . • o ^ H `►`'(' 00 8„ 7„ ¢z U *0 U = Q N N Z (2) CMU CELLS FILLED W/ 3000psi CONC. AND W/ (4) #6 VERTICAL (2) IN EACH CMU CELL (EXTEND ALL VERT. REINF. FROM 8" HOOK IN FTG. TO 8" HOOK IN BEAM AT T/WALL TYP.) 10 MC-1 DETAIL 3/4"=1'-0" (2) CMU CELLS FILLED W/ 3000psi CONC. AND W/ (4) #6 VERTICAL (2) IN EACH CMU CELL (EXTEND ALL VERT. REINF. FROM 8" HOOK IN FTG. TO 8" HOOK IN BEAM AT T/WALL TYP.) MC-2 DETAIL 3/4"=1'-0" Job Number: #ft Design By: AC Revised By: FRP Draw By: GS Date: March, 2020 Sheet Number S-5 Revisions; ELECTRICAL LEGEND 120/277, 20 AMP, QUIET TYPE +48 AFF 3 120/277, 20 AMP, QUIET TYPE, 3 WAY +48 AFF 4 120/277, 20 AMP, QUIET TYPE, 4 WAY +48 AFF D 120/277 V. DIMMER SWITCH FOR THE WATTAGE AND LOAD TYPE INTENDED M MANUAL MOTOR STARTER. 4 F FAN CONTROL SWITCH CEILING MOUNTED 2'X4' FLUORESCENT LIGHT FIXTURES ® SPECIAL PURPOSE RECEPT. GROUND TYPE, SIZE 240 VOLT. 4 20A,125V +18"U.O.N. 20A, 120V DUPLEX RECEPTACLE GROUNDING TYPE U.O.N. MOUNTED 18" AFF GFI GROUND FAULT INTERRUPTER Q HI HAT LIGHT -� VANITY LIGHT BAR TELEPHONE OUTLET AT 18" A.F.F. U.O.N. (4" SQ. JUNCTION BOX) WITH 3/4" EMPTY CONDUIT AT CLG. SPACE. TV OUTLET MOUNTED AT 108" A.F.F. U.O.N. CEILING FAN WITH LTG. ELECTRIC FAN, EXHAUST FAN (5)D CARBON MONOXIDE /SMOKE DETECTOR Q ELECTRICAL PANEL WP DENOTES WEATHERPROOF EQUIPMENT. Eli DISCONNECT SWITCH "3" INDICATED NUMBER OF POLES, "60" = FRAME SIZE AND "F" DENOTES FUSE SIZE AS RECOMMENDED BY EQUIPMENT MANUFACTURER. qu IRRIGATION TIMER CLOCK JB JUNCTION BOX AIR CONDITIONER CU'S AND AHU'S REFER TO MECHANICAL DRAWINGS BY A/C CONTRACTOR FOR ELECTRICAL REQUIREMENTS PROVIDE WIRING AND PROTECTION AS REQUIRED (TYPICAL) ELECTRICAL PLAN SCALE: 1/4" = V-0" FPL UNDERGROUND SERVICE COORDINATE W/ FPL CONTRACTOR. ELECTRICAL METER COORDINATE W/ FPL CONTRACTOR. W U W 0 CD LL LL- W Uoz Z w 0 <C Lo � � o z wQr0 �owQ moo W 0 Z C) \'0 00 � ,n N I Lo If) 01) 1f7 L„ o 0 N N �O 3� S +' M L ('M O Z d 0 32 L 3 L O N LL a S L +' O C) 3 N ,C . — CM c3 N J a 0 o 00 00 Go Q z a z W u_ Job Number: 4# #### Design By: AC Revised By: FRP Draw By: GS Date: March, 2020 Sheet Number E-1 IN IN GENERAL RESIDENTIAL ELECTRICAL NOTES: RESIDENTIAL ELECTRICAL CODE NOTES: Revisions: 1 2 3 4. 5. 6. 7. 8. 9. 10 12. 13. 14. 15. 16 17 IM 19 20 21 22 23 24 25 26. 27. 28. 29. m 31 32 33 34 35. 36. 37. 38. 39, 40, 41. 42. 43, 44. 45. COOLING AND HEATING LOADS ARE NOT CONCURRENT. PROVIDE ALL FINAL CONNECTIONS TO ALL EQUIPMENT AND APPLIANCES. PROVIDE ALL A C CONTROL IN SEPARATE 1 /2"C AS REQUIRED BY A/C DRAWINGS OR ANUFACTURER DIAGRAMS. ALL. LAVATORIES AND KITCHEN RECEPTACLES TO BE GFI TYPE. TERRACE RECEPTACLES TO BE GFI TYPE. COORDINATE LOCATION OF- ALL DISCONNECT SWITCHES WITH OTHER TRADES TO ALLOW N.E.C. REQUIREMENTS CLEARANCES. CIRCUIT WIRING REQUIRED TO BE AS FOLLOWS:12OV-2 WIRE (L--N); 120/240V - 3 WIRE (LL-N); 240V - 2 WIRE (L-L) WHEN EQUIPMENT GROUND IS REQUIRED INCREASE CIRCUIT SIZE AS REQUIRED. ALL WIRING TO BE COPPER. THHN/THWN TYPE RUN IN METALLIC CONDUIT. ALL COUNTER RECEPTACLES AND SWITCHES TO BE MOUNTED +6" ABOVE COUNTER ( TO BOTTOM OF PLATE). UNLESS OTHERWISE NOTED DIFI=ERENT ON PLANS. REFRIGERATOR RECEPTACLE TO BE MOUNTED +60" 4.Ff- ALL LAVATORY RECEPTACLES TO BE MOUNTED +42" A.F.F. UNLESS OTHERWISE NOTED DIFFERENT ON PLANS. COORDINATE LOCATION OF AIR CONDITIONER (INDOOR UNIT) DISCONNECT SWITCH WITH A/C CONTRACTOR TO KEEP N.E.C. REQUIRED CLEARANCE. KITCHEN TELEPHONE OUTLET TO BE MOUNTED +60" A.F.F. ALL DUPLEX RECEPTACLES IN EXTERIOR AREAS TO BE OF WP, GFI TYPE. PROVIDE EMPTY CONDUITS AS REQUIRED FOR TELEPHONE AND TV. SYSTEMS. OUTDOOR UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC UNDER PAVED AREAS IT SHALL BE ENCASED IN CONCRETE. MINIMUM COVER SHALL BE 24 INCHES. A GROUNDING CONDUCTOR PROPERLY SIZED MUST BE INSTALLED AS PER N.E.C. 250 IF PVC IS USED. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS CAST ALLOY W/THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC, WITH OVERLOAD RELAYS IN EACH HOT LEG. ELECTRICAL SYSTEM SHALL BE COMPLETELY & EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. PROVIDE PROPER SIZE AND TYPE OF PROTECTION DEVICES TO MATCH EQUIPMENT SERVED. MINIMUM WIRE SIZE SHALL BE #12 THHN/THWN. ALL CONDUCTORS SHALL BE COPPER. CONDUIT IN FINISHED AREAS SHALL BE CONCEALED. 46. E.C. TO COORDINATE TO MAKE CERTAIN ALL A.C. POWER. AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 47. BEROOMS OUTLETS WILL BE A.F.C.i. RATED AND WILL BE PROTECTED BY A, LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, AS REQUIRED BY 2014 NEC ARTICLE 210.12(B). 48. RECESSED LIGHTING WILL BE I.C. RATED AND CONFORM TO FLORIDA ENERGY CODE REQUIREMENTS. 49. ELECTRICAL INSTALLATION WILL BE DONE IN ACCORDANCE WITH 2O14 NEC AND 2017 6TH EDITION FLORIDA BUILDING CODE. GENERAL CIRCUIT REQUIREMENTS ONEC 210.12 (A) ALL BRANCH CIRCUITS SUPPLYING 125 VOLT,15 AND 20 AMPERE OUTLETS IN DWELLING UNIT FAMILY ROOM, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOM, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR AREAS SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, (AFCI) COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. ,BB NEC 406.12 ALL 125 VOLT, 15-20 AMP RECEPTACLES INSTALLED OR REPLACED SHALL BE LISTED TAMPER-RESITANT. INCLUDES RECEPTACLES INSTALLED OUTDOORS, IN BASEMENTS AND IN GARAGES. i 1. CONTRACTOR IS CAUTIONED TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING. CONTRACTOR SHAE I._ INCLUDE ALL THAT IS REQUIRED TO SATISFY THE FIELD AND PROJECT REQUIREMENTS. COMMENCEMENT OF WORK SHALL BE CONSTRUED AS EVIDENCE THAT SUCH VERIFICATION HAS BEEN MADE AND FUTURE CLAIMS FOR MATERIAL AND/OR LABOR RESULTING FROM UNFORESEEN DIFFICULTIES WILL NOT BE RECOGNIZED. 2. THE CONTRACTOR SHALL TROUGHLY REVIEW THE PROJECT TO ENSURE THAT ALL WORK SHALL MEET OR EXCEED ALL CODES REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO BID. 3. THE CONTRACTOR SHALL TROUGHLY REVIEW THE ARCHITECTURAL, STRUCTURAL AND MECHANICAL PLANS TO ASSURE THAT ELECTRICAL SERVICE FOR ALL ITEMS AND/OR EQUIPMENT REQUIRING ELECTRICAL :SERVICE IS INCLUDED IN BID. ANY ITEM AND/ OR EQUIPMENT NOT PROVIDED WITH ELECTRICAL SERVICE SHALL BE BROUGHT TO THE ENGINE -.RS ATTENTION PRIOR TO RID. CONDUIT IN UNFINISHED AREAS SHALL BE EXPOSED. ENERGY EFFICIENT LIGHTING ( CODE COMPLY SECTION 404) FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE. A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH- EFFICACY LAMPS. INSTALL NYLON PULL STRINGS IN ALL EMPTY CONDUITS FOR 1 - 60 LUMENS /WATT FOR LAMPS OVER 40 WATTS. FUTURE USE. 2 - 50 LUMENS /WATT FOR LAMPS OVER 15 TO 40 WATTS. ALL MATERIALS SHALL BE U.L. APPROVED. 3 - 40 LUMENS /WATT FOR LAMPS OVER 15 WATTS OR LESS WORKMANSHIP SHALL BE TO BEST COMMERCIAL PRACTICE. RECOMMENDED ALL LIGHT FIXTURES TO BE SELECTED BY OWNER/ARCHITECT AND INSTALLED BY CONTRACTOR COMPACT FLUORESCENT. RECESSED LIGHT FIXTURES OVER BATHTUB OR SHOWER SHALL BE LINEAR FLUORESCENT (T8 OR SMALLER DIAMETER) METAL HIDE COMPLETELY ENCLOSED AND VAPOR PROOF SUITABLE FOR WET LOCATIONS. HIGH PRESSURE SODIUM LED ALL LUMINARIES SHALL BE PROPERLY SUPPORTED IN ACCORDANCE WITH INDUCTION. THE CEILING SYSTEM MANUFACTURER RECOMMENDATIONS AND LOCAL CODES AND REQUIREMENTS. RISER ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND, REQUIRED FOR THE INSTALLATION. THIN DRAWING IS A GUIDE FOR THE INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. A/C; EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C; EQUIPMENT SPECIFIED ON CONTRACT DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSE SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFI=ERENT FROM THAT SPECIFIED ON DRAWING, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE. CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN ORDER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAY, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAYS AS SHOWN ON THE AIR CONDITIONING DRAWINGS OR SPECIFICATIONS. IF AIR CONDITIONING DRAWINGS REFER TO MANUFACTURER'S WIRING DIAGRAMS, THE: CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. THE: E.C. IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING COORDINATE WITH TELEPHONE COMPANY. UNLESS OTHERWISE SPECIFIED SMOKE ALARM SHALL BE DIRECTED WIRED 'I20V. UL APPROVED WITH AUDIBLE ALARM INSTALLED IN ,ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND LISTING. ALL SMOKE DETERCTORS HARDWIRED WITH BATTERY BACK UP WITHIN RESIDENCE TO MEET NFPA 72 CODE REQUIREMENTS. ALARM TO ACTIVATE ALL ALARMS THE DWELLING. E.C. TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE POWER COMPANY BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPE:CIFICATIONSIS IN BID SAME WITH TELEPHONE AND CABLE TV COMPANIES. E.C. SHALL BE RESPONSIBLE FOR ALL APPLICABLE FEES, TAXES AND PERMITS AS REQ. TO COMPLETE THE JOB. THE: E.C. SHALL PROVIDE TYPE WRITTEN PANEL DIRECTORY INDICATING PANEL CIRCUITS MAXIMUM NUMBER OF CONDUCTORS IN A BOX SHALL BE AS PER N.E.C., art. 370-16 BALANCE ALL LOADS AT THE END OF PROJECT. E.C. SHALL DEMONSTRATE TO THE OWNER THE SATISFACTORY OPERATIONS OF THE SYSTEM WITH A TEST COMPLETION. PROVIDE ONE-YEAR FULL GUARANTEE AGAINST DEFECTIVE WORKMANSHIP, MATERIAL AND EQUIPMENT FROM DATE OF FINAL ACCEPTANCE BY OWNER. ALL PANEL BOARDS SHALL HAVE AIC RATING TO WITHSTAND THE FAULT CURRENT SUPPLIED TO THE RESIDENCE, COMPLY WITH N.E.C. art. 110-9 & 110-10. 2#2/0 1#1/0 (N) 2"C #6 (G) O LIGHTING FIXTURES AND COLORS AS SELECTED BY ARCHITECT. O E. C. TO PROVIDE COUNTER SPACE RECEPTACLES GFCI AS PER 210-52--1 @ 48" 0. C. (TYP.,) 3O ALL APPLIANCES DISCONNECTS TO BE ACCESIBLE AS PER NEC 422 (TYP.) COORDINATE WITH OTHER TRADES TO PROVIDE CLEARANCES AS REQUIRED. 4O VERIFY ALL ELECTRICAL OUTLETS, PHONE, AND T.V. OUTLETS LOCATION WITH ARCHITECT PRIOR INSTALLATION. O LIGHTING FIXTURES IN CLOSETS TO COMPLY WITH NEC 410-8 (TYP.) O E. C. TO PROVIDE ALL RECEPTACLE SPACING AS PER NEC 210-52 (TYP.) OALL 120 VOLTS, SINGLE PHASE 15 - AND 20 AMPS BRANCH CIRCUITS SUPPLYING OUTLETS AND DEVICES INSTALLED 7 IN DORMITORY UNIT BEDROOMS LIVING ROOMS, HALLWAYS , CLOSETS, BATHROOMS, AND SIMILAR ROOMS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, AS REQUIRED BY 2014 NE-C ARTICLE 210.12 (C) O BRACE J. BOX FOR CEILING FAN NEC 422-18 (TYP.) O COORDINATE LOCATION OF AHU DISCONNECT SWITCH WITH A/C CONTRACTOR TO KEEP NEC REQUIRED CLEARANCE. PROVIDE ALL A/C CONTROLS IN SEPARATE CONDUITS AS REQUIRED. 10. COORDINATE EXACT LOCATION IN FIELD WITH MECHANICAL DRAWINGS. SEE A/C SCHEDULE FOR ELECTRICAL INFORMATION. 11 ALL EXTERIOR OUTLETS TO HAVE WP "IN USE" COVER. 12. ALL SMOKE DETECTORS HARDWIRED WITH BATTERY BACKUP AND INTERCONNECTED WITHIN RESIDENCE TO MEET NFPA CODE REQUIREMENTS. ACTUATION OF ONE ALARM TO ACTIVATE ALL ALARMS IN THE DWELLING. 13. RECESSED LIGHTING WILL BE I.C. RATED AND CONFORM TO FLORIDA ENERGY CODE REQUIREMENTS. 14. ELECTRICAL INSTALLATION WILL BE BE DONE IN ACCORDANCE WITH 2O14 NEC AND 2017 6TH EDITION FLORIDA BUILDING CODE ELECTRICAL LOAD CALCULATION LOCATION SEE ELECTRICAL PLAN MAIN 200 AMPS MOUNTING FLUSH VOLTAGE 120/240 CKT. POLE KW. DESCRIPTION WIRE & CKT POLE KW. DESCRIPTION WIRE & TRIP CONDUIT TRIP CONDUIT 1 2 30 A/C COMP #1 #10 1" 2 2 50 10.0 - _ A.H.U. #1 #6-1" 3 4 5 SPARE 6 7 SPARE 8 - 9 2 50 12.0 RANGE #6-1°' 10 :2: 30 5.0 - DRYER. #10-3/4" 11 J 12 13 2 30 5.0 WATER HEATER #10-3/4" 14 1 2p 1.5 WASHER #12-1/2" 15 16 1 20 1.92 BATH CIRCUITS #12-1/2" 17 1 20 1.92 MICROWAVE #12-1/2" 18 1 20 1.2 - REFRIGERATOR #12-1/2" 19 1 20 1.92 GFCI SMALL APPLIANCE #12 1l2" 20 1 20 1.92 GFCI SMALL APPLIANCE #12-1/2" 21 1 p 1.92 GENERAL LIGHTING #12-1/2" 22 1 15 1.92 GFI RECEPTACLE #14-1/2" 23 1 20 1.92 GENERAL LIGHTING #12-1/2" 24 j-,-If�5;T _- 1.92 GARAGE GFI RECEPTACLE #14-1/2" 25 1 20 1.44 BEDROOM / HALLWAY FAULT PROTECTED CIRCUITS #12-1/2" 26 1 20 - 1.44 MASTER BEDROOM, CLOSET FAULT PROTECTED CIRCUITS #12 112" 27 1 20 1.92 GENERAL LIGHTING #12-1/2" 28 1 20 - 1.44 GREAT ROOM FAULT PROTECTED CIRCUITS #12-1/2" 29 1 20 1.44 BEDROOM FAULT PROTECTED CIRCUITS #12-1/2" 30 1 20 1.92 GENERAL LIGHTING #12-1/2" 31 1 20 1.92 BATH CIRCUITS #12-1/2" 32 1 15 1.92 - GFCI DISHWASHER #14-1/2" 33 SPARE 34 SPARE 35 SPARE 36 - SPARE 37 SPARE 38 SPARE 39 SPARE 40 TOTAL 31.4 KW TOTAL 22.10 KW TOTAL CONNECTED LOAD 53.5 KW LOAD CALCULATION EXISTING HOUSE GENERAL LIGHTING CALCULATIONS A/C COMP. 000% 10.0 31NATTS x 1308 SF _ 3 9 KW FIRST 10 KW @100% 10.0 1000 REMAINING KW (43.5x 40%) 17.4 TOTAL LOAD 37.4 AMPS REQUIRED -TOTAL LOAD 37.4 x 1000/240 = 156 AMPS. RECOMMENDED 200 AIUPS PANEL W U W ry 0 CD LL W � (.)oz Q ZUj � w Q � Q LCD �ozrr) W a r'o � w a o I— C:) C:) W� 0z o CD \,O -J 00 00 0j 00 uO •. o0 Cn co O Z 6 L � o ai Ll- U a s s � L- CD0 Cp a CU _C - M d CU J STANDARD �®®� METER CAN Q 200 AMP 0 � 0 120/240 V MCB PANEL M `� 00 W/COPPER r 00 WIRING 200 A. BRK Q o DISC. 3#2 1 #6 (G) 2"C z N� w STANDARD L.W.U. /_1 #4 (G) CU 1 " CPVC � 2"C Job Number: ® Design By: AC Revised By: FRP Draw By: GS COORDINATED W/FP&L REPRESENTATIVE TO CONCRETE ENCASED ELECTRODE Date: March, 2020 FOR THE UNDERGROUND SERVICESZ Sheet Number tT0 CONCRETE ENCASED ELECTRODE ) TO COLD WATER PIPE ClE-2 cr-r®of-%Ao Decc® niAr`-DAnn IN Revisions; 3" TO SEWER SYSTEM C.O. 3" 3" PLUMBING NOTES: 1) ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. 2) DOMESTIC WATER PIPING SHALL BE CPVC WITH WROUGHT COPPER FITTINGS. CLOSE WITH A NON -LEAD BEARING SOLDER. INSULATE HOT WATER PIPING WITH A MINIMUM OF 1" FIBERGLASS INSULATION. 3) ALL PLUMBING FIXTURES AND TRIM SHALL BE SELECTED BY THE OWNER. 4) PLUMBING CONTRACTOR SHALL PROVIDE COMPLETE CONDENSATE SYSTEM INCLUDING 2" DEEP EMERGENCY DRAIN PAN UNDER AIR HANDLER FOR A/C SYSTEM. COORDINATE WORK WITH A/C CONTRACTOR. 5) ALL VENT, WASTE, AND CONDENSATE LINES SHALL BE CONCEALED IN WALLS OR UNDER FLOOR SLAB. 6) ALL WATER PIPING SHALL BE COPPER. VENT AND WASTE MAY BE PVC WHERE ALLOWED BY CODE. 7) ALL WATER PIPING ABOVE CEILING SHALL BE INSULATED. 8) ALL PLUMBING FIXTURES SHALL HAVE AIR CHAMBERS. 9) DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR EXACT LOCATIONS OF EQUIPMENT, PIPING, FIXTURES, ETC. 10) CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 11)ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT. 12) ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 13) VERIFY LOCATION, SIZE, ELEVATION FOR ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 14) ALL MATERIALS SHALL BE NEW. 15) ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. 16) THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY OWNER MUST BE A CONDITION OF THE CONTRACT. SOIL, WASTE AND VENT PIPING TO BE PVC SCHEDULE 40 DMV. 17) WASTE AND VENT PIPING ABOVE SLAB SHALL BE PVC IF APPROVED BY LOCAL AUTHORITIES HAVING JURISDICTION. 18) ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 19) ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS. 20) IF DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATION UNIONS SHALL BE USED. 21) ALL DRAIN AND CONDENSATE LINES SHALL BE CONNECTED BY THE PLUMBING SUBCONTRACTOR. STUDOR VENT 1 1/2" 2" 3" "-' 2" �— 3" —� 2" VTR 2" LAV. SHOWER 1 1 /2% 2" VTR 2" J� / J WC ' "-'3" 1 2" LAV. 1 1/2"� 2" VTR 2" 3" \ 3 " 3 WC 2" 2" SHOWER 2" 3" VTR Jt 3" WASHER SINK y � 1 1 /2" 3" SINK 1 1/2" 3" T COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS N SANITARY WASTE & VENT RISER DIAGRAM SCALE: N.T.S PLUMBING PLAN SCALE: 1/4" = V-0" U z W 0 Q N O I z O F- CD IL— 1 E91 rol I O U Job Number: ##I### Design By: AC Revised By: FRP Draw By: GS Date: March, 2020 Sheet Number IN ■ O L� a, S L M Z d L � o 0) LL. Q S S L +' o 0 3 C) 0D 0) ()j -C CY) d (U J O It 00 00 Z Q Z W W LL EQUIPMENTS) SCHEDULE SYST# TONS MANUFACTURER C/U MODEL MCA/MOCP A/H MODEL TOTAL CFM SEER COOL BTUH HEAT KW AHRI CERT. SUCT & LIQ LINE SIZE NOTES 1 2.5 CARRIER 24ABC63OA00300 MFG FX4DNB037L 970 16 28,800 8 9169562 3/4 & 3/8 FAN(S) SCHEDULE FAN # CFM MANUFACTURER MODEL VOLTS AMPS NOTES EF-1 50 PANASONIC F - SERIES 120 MFG EF-2 80 PANASONIC F - SERIES 120 MFG CEILING SUPPLY AIR GRILL TRANSFER RETURN AIR GRILL m EF - # V.T.O Ai%\NIZ= NOTE: PROVIDE MINIMUM 4" CLEARANCE AROUND ENTIRE A.H.U. RETURN AIR G 1911fi .99 SUPPLY FLEXIBLE DUCT RETURN FLEXIBLE DUCT SUPPLY AIR DUCT FIL :1 UN AUXILIARY DRAIN PAN w/ FLOAT SWITCH CEILING FLEXIBLE CONECTION FROM AIR HANDLER UNIT —� TO RIGID DUCT 0 AIR HANDLER UNIT REFRIGERANT LINES / DRAIN CLEAN OUT CONDENSATE DRAIN w/ TRAP: TERMINATE MIN. 12" FROM BUILDING VIBRATION PADS CONDENSATE DRAIN w/ TRAP A/H METAL STAND VERTICAL W / RETURN AHU MOUNTING DETAIL BATH EXHAUST DETAIL N.T.S DNS REFRIGERANT LINES ON EXTERIOR OF BUILDING WALL TO BE PROTECTED WITH METAL LINE CHASE. TO BE PAINTED TO MATCH WALL. ENSURE UNRESTRICTED AIR FLOW FOR AT LEAST 5 FEET ABOVE THE UNIT. NOTE: REFRIGERANT CIRCUIT ACCESS PORTS SHALL BE FITTED WITH LOCKING - TYPE TAMPER - RESISTANT CAPS TO PREVENT UNAUTHORIZED ACCESS MIN 4 MIAMI - APPROVED TIE DOWN CLIPS INSTALLED AS PER PROVIDED PRODUCT APPROVAL. L4" CONCRETE SLAB 3" ABOVE ADJOINING FINISHED GRADE AS PER FMC 304.10 AND 2 - z' BEYOND UNIT ON ALL SIDES C.U. MOUNTING DETAIL MAXIMUM SAG SHALL NOT EXCEED 112" PER FOOT OF SUPPORT SPACING — lJ SUPPORT SYSTEM MUST P DAMAGE DUCT OR CAUSE OF ROUND SHAPE DNS EQUIPMENT SCHEDULE LEGEND iAUGE MINIMUM 5'-0" MAXIMU, SPACING BETWEEN SUPPORTS 1 - 1/2" X 26 GAUGE BAND CLAMP ITH MINIMUM 12 GAUGE WIRE TIONAL 12 GAUGE WIRE MINIMUM ' ' /2" X 26 GAUGE MUM M 12 GAUGE WIRE SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE FLEXIBLE DUCT SUPPORT DNS NOTE: THE HEAT LOAD CALCULATIONS FOR THIS PROJECT WERE CALCULATED USING THE FOLLOWING GLAZING FENESTRATION DATA: U:1.07 SHGC: 0.65 U:0.39 SHGC; 0.24 U:0.65 SHGC: 0.22 1- PROVIDE AND INSTALL A FORCED AIR SYSTEM INCLUDING, BUT NOT LIMITED TO AIR HANDLING UNIT, A/C COMPRESSOR, DUCTWORK AND AIR OULETS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. 2 - MECHANICAL EQUIPMENT & FITTINGS SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. WORK SHALL INCLUDE TRIM AND RELATED CONSTRUCTION AS REQUIRED. 3 - PROVIDE EXPERIENCED, WELL TRAINED, COMPETENT WORKERS, TO COMPLETE THE WORK AS SPECIFIED. 4 - UNLESS APPROVED BY THE DESIGNER, PROVIDE RELATED PRODUCTS AND ACCESSORIES FROM ONE MANUFACTURER. 5 - ALL WORK SHALL COMPLY WITH MANUFACTURERS SPECIFICATIONS. 6 - SUB -CONTRACTORS SHALL PROVIDE COPIES OF MANUFACTURERS INSTALLATION, MAINTENANCE AND WARRANTY INFORMATION. 7 - DELIVER, STORE AND TRANSPORT MATERIALS TO AVOID DAMAGE TO PRODUCTS AND OTHER(S) WORK. REJECT ANY DAMAGED PRODUCTS DELIVERED TO JOB SITE. 8 - VERIFY LAYOUT AND C.F.M REQUIREMENTS SHOWN ON DRAWINGS. NOTIFY DESIGNER OF DISCREPANCIES. 9 - EXAMINE AND VERIFY THAT JOB CONDITIONS ARE SATISFACTORY FOR ACCEPTABLE WORK. 10 - MAINTAIN AND USE UP-TO-DATE TRADE: STANDARDS AND MANUFACTURER'S INSTRUCTIONS. II - ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. 12 - DUCTWORK SHALL BR R-6 MINIMUM IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS. DUCTWORK AND COMPONENTS SHALL BE CLASS 1 IN ACCORDANCE WITH 181 TESTS. 13 - FLEXIBLE DUCT SHALL BE CLASS A IN ACCORDANCE WITH NAFPA STANDARDS 90A OR 90B INSTALLED STRICTLY AS DIRECTED BY MANUFACTURER, WITHOUT SAGS OR KINKS. MANUFACTURER'S INSTRUCTION SHALL BE AVAILABLE UPON REQUEST BY BUILDING OFFICIAL. 14 - REFRIGERANT PIPING SHALL BE COPPER, HAND DRAWN TYPE L ACRTYP, DEHYDRATED AND SEALED JOINTS TO BE HIGH TEMPERATURE BRAZING ALLOY NOT LESS THAN 5% SILVER. 15 - PROVIDE GASKETS AT ALL GRILLS AND DIFFUSERS. 16 - DRYER VENT SHALL BE MIN 26 GAUGE METAL PIPE WITH SMOOTH INNER SURFACE OR APPROVED METAL MATERIAL AND INSTALLED AND UTILIZED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 17 - MINIMUM SIZE OF EXHAUST DUCT SHALL BE 4" INTERIOR DIMENSION. MAXIMUM LENGTH SHALL NOT EXCEED 25" FROM DRYER LOCATION TO WALL, ROOF CAP, OR ENGINEERED EXHAUST SYSTEM. 18 - BALANCE AIR RETURN. RETURN AIR SHALL BE 11 TIMES THE CROSS SECTIONAL AREA (SQ INCHES) OF THE SUPPLY DUCT ENTERING THE ROOM ITS SERVING AND UNRESTRICTED 1" DOOR UNDERCUT. ALL SUPPLY AIR INTO THE MASTER SUITE SHALL BE INCLUDED. 19 - SIZING FOR THRU THE WALL TRANSFER GRILLES SHALL USE 50 SQ INCHES TO 100 CFM OF SUPPLY AIR WITH UNRESTRICTED 1" DOOR UNDERCUT. 20 - DUCTS SHALL NOT BE INSTALLED IN OR WITHIN 6" OF THE GROUND. 21- AC SHALL BE IN COMPLIANCE WITH 2O16 FMC AND PBC AMENDMENTS. 22 - AHU UNITS SHALL HAVE A DRAIN PAN WITH OVERFLOW SHUT OFF SWITCH. 23 - MECHANICAL EQUIPMENT AND APPLIANCES SHALL BE LOCATED AT OR ABOVE THE ELEVATION REQUIRED BY SECTION 1612.4. 24 - CONDENSATE DRAIN LINES SHALL DISCHARGE AT LEAST 1 FOOT AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR SPLASH BLOCKS, AS PER 2017 FBC - R318.5. 25 - ALL ENVIRONMENTAL AIR EXHAUST SHALL TERMINATE NOT LESS THAN 3 FEET FROM OPERABLE OPENINGS AS PER 2017 FMC 501.2.1 GENERAL HVAC NOTES PROPOSED HVAC FLOOR PLAN SCALE: 1/4" = 1.0' REVISIONS REV # DATE CSI COOLING SPECIALISTS, INC. 4400 CHARLOTTE ST. UNIT J. LAKE WORTH, FL 33461 PH: 561-533-7164 WWW. CSI COO LING SPECIALISTS. COM FLORIDA STATE LICENSE # CAC1816588 Cos t"i C CID n>M Q M ® u— ui Z � U Lu uj J (7) CL O t'o cn O LL Z OWNERSHIP AND USE OF THESE DOCUMENTS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF CSI COOLING SPECIALISTS, INC. WETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING FROM CSI COOLING SPECIALISTS, INC. v EDUARDO HERNANDEZ FLORIDA STATE LICENSE # CAC1816588 DATE 05/12/2020 JOB# - - - DRAWN: EDUARDO HDEZ SHEET m 0 1 OF 1