Loading...
HomeMy WebLinkAboutBuilding PlansSUMMARY OF WORK: 1. Project Description: New 1-story residence. 2, Work Involved: a. Roof: Asphalt shingles, peel-n-stick roof underlayment, exterior sheathing, pre-engineered trusses, R-20 Spray Foam Insulation for A/C space and Garage only. b. Walls. i. Exterior: 8" CMU walls with exterior stucco finish and min. R6.5 Rigid Board Insulation, IX P.T. furring and 1/2" drywall at the interior side H. Interior: Metal studs, batt insulation, with 1/2" drywall each side c. Ceiling: i. 5/8" drywall - see plans for trays and vaults ii. Exterior ceiling finish shall be 1/2"thick stucco on high rib lath attached per note on wall section, d. Foundation: Concrete thickened slab edge and 4" concrete floor slab e. Mechanical: i. Provide (1) unit per plans il. Exhaust all bathrooms and dryer f. Electrical: i. Provide power and lighting per plans ii. Provide 200 amp service and 40 slot panel g. Plumbing: L Provide water heater per plans il. Provide sanitary lines per plans and risers M. Provide plumbing fixtures per plan h, Work completed shall meet all local and state building code requirements. COORDINATION" 1. Contractor shall verify existing site conditions of project location prior to commencement of work. 2. Contractor shall coordinate and verify all utility requirements, compatibility and location of projected utilities of project, as shown on the drawings. 3. Contractor shall verify space requirements and location of project utilities. 4. Contractor shall field verify all dimensions of project. Do not scale drawings. 5. Contractor shall notify Architect of any discrepancies in drawings and/or specifications of project. Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work performed. 6, Contractor shall notify the Architect, when the full intent of the drawings and/or specifications is not clear. Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work performed. 7. Owner and Contractor shall coordinate Schedule of Values, Application of Payment, Construction Cost and any other fees related to this project. CHANGE PR®CEl2VRgS: 1. Architect will submit Supplemental Instructions for minor changes, 2, Contractor may propose changes by submitting a request for change to Architect. Architect and Owner shall give written approval for all changes made by the Contractor. Commencement of the work without written approval from Architect and Owner, the contractor will assume responsibility of work performed. gUlIMSITAL: 1, Prior to construction Architect and Owner shall submit a list, to the Contractor of required shop drawings submittals for this project. 2. Prior to construction Architect and Owner shall submit a list, to the Contractor of all required testing for this project. Contractor shall be responsible for the cost of any testing requested by the Owner. TEMPORARY FACILITIES: 1, Contractor shall provide and maintain access to the site of the project. 2. Contractor shall coordinate with Owner for temporary facilities requirements, if required for this project. 3. Contractor shall be responsible for maintaining a clean and safe construction site. 4. Contractor is responsible for the removal of all construction debris, MATERIALS: 1. Store and protect all project products and materials in accordance with manufacturer instructions, Products and materials of this project shall be installed free of damage. N DESIGN PARAMETERS: Florida Building Code (6th Edition, 2017) Florida Residential Code (6th Edition, 2017) Florida Existing Building Code (6th Edition, 2017) Florida Plumbing Code (6th Edition, 2017) Florida Mechanical Code (6th Edition, 2017) Florida Fuel Gas Code (6th Edition, 2017) 2014 National Electric Code 2012 Florida Accessibility Code (6th Edition, 2017) Florida Energy Code (6th Edition, 2017) Florida Fire Prevention Code (6th Edition) 2002 National Fire Alarm Code - (NFPA-72) 2002 Fire Sprinkler Code - (NFPA-13/13R/13D) 2002 Standard for Automatic Fire Suppression Systems (NFPA-17/17A) 2000 Standard for Safeguarding Const., Alterations, & Demo Operations (NFPA-241) Building Design: Enclosed Ultimate Wind Speed: 160 mph 3 second gust Nominal Wind Speed: 124 mph Building Category: II Wind Importance/Use Factor: 1.0 Internal Pressure Coefficient:+/-0.18 Building Mean Height: 15'-6" Roof Overhang: V-4" Roof Pitch: 5/12 Garage Design Pressure: Int. Zone (+26.3/-29.3) 120 sgft. Ext. Zone (+30.0/-36.7) Door Design Pressure: Int. Zone (+31.6/-34.6) 50 sgft. Ext. Zone (+31.6/-39.8) Window Design Pressure: Int. Zone (+33.7/-36.7) 20 sgft. Ext. Zone (+33.7/-44.0) Exposure: C Design Loads: Roof Dead Load/Live Load: 15/40 psf Floor Dead Load/Live Load: 15/30 psf Impact Protection: Impact Resistant Windows and Doors OCCUPANCY: R3 One -Family Residence CO'NSTRIICTION Type V Unprotected, Unsprinklered Ext. brig walls CMU Pre -fabricated wood roof trusses Int walls -metal stds & drywall AREA TABULATIONS: (include exterior walls) A/C space: 2,150 gross sgft. Garage: 685.5 gross sgft. Covered Patio: 256 gross sgft. Front Entry 111 gross sgft. Total New Bldg. Area: 3,202.5 gross sgft. Product Approval Submittal Affidavit Bldg Address: 5405 Deer Run Drive Contractor: Homecrete Homes Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: FL# or Product Model # Manufacturer Glass Attachment Method Type, Building Design Product Design Miami -Dade Description Size, Spacing, & Embedment Pressure Pressure FL# 5823.2 SINGLE -HUNG 8100 Vinyl Custom Windows Impact Resistant Installation shall stricty adhent to product approval See Cover Sheet +67.5 / WINDOW SH LOW E and Doors 7/8" thk Type 'A' FL# 5823.2 into 1X P.T. wood buck 366 Impact Anchors: 3/16" anchors @ Head, Sill and Jamb Attachment: Head/Sill - 6" max from corners Head/Sill - (1) @.mid -span Head/Sill - (2) 0,4" from center , Jamb - 6" max from comers Jamb- 16-9/16" max O.C. Jamb -(1)®.writer Embedment 1-1/4" min into concrete thru 1X Use 3/16" dia. Elco Ultracon Anchors FL# 16177.1 SINGLE -HUNG 8100 Vinyl Custom Windows Impact Resistant Installation shall stricty adhere to product approval See Cover Sheet +70.U/ -70.0 WINDOW SH LOW E and Doors 7/8" thk Type IN FL# 16177.1 into IX P.T. wood buck 366 Impact Anchors: 3/16" anchors @ Head, Sill and lamb Attachment: Head - 6" max from corners Head - 17" max O.C. Sill - Not Required ' lamb - 6" max from top corners - Jamb - (2) at 4" O.C. from bot corners - Jamb - 10-1/2" max O.C. Jamb - 4" either side from center Embedment: 1-1/4" min into concrete thru 1X Use 3/16" dia. Elm Ultracon Anchors FL # 20468.4 FIBERGLASS Smooth Star Thermatru Corp. N/A Tapcons shall be spaced as per product approval See Cover Sheet +67.0 / -67.0' ENTRY DOOR Opaque on Sheet 8 of 11 Anchors: 1/4" X 3" Tapcons @ Head and lamb Buck Attachment: Head - 4" max from comers Jamb - 4" max from corners Jamb - 13.00" max O.C. Frame Attachment: Head - 6" max from canners. Jamb - 6" max from comers lamb-14.00" max O.C. Embedment: 1-1/2" min into concrete FL# 20461.11 FIBERGLASS Composite Thermatru Corp Impact Resistant Glass Installation shall stricty adhere to product approval See Cover Sheet +50 / -50 FRENCH DOOR Edge Assembly per Product FL# 20461.11 into concrete head/sill & CMU Jambs Approval Anchors: 1/4" Tapcons @ Head and Jamb Buck Attachment: Head - 4" max from comers -Head - (2) 0 4" O.C. max from center ' Jamb - 4" Max from corners Jamb - 19" max O.C. Frame Attachment: Head - 6" max from corners Head - 3" & 7" max from center - Jamb - 6" max from corners Jamb - 14" max O.C. Sill - 6" max from comers Sill - 3" & 7" max from center Embedment: 1-1/4" min into concrete '. SIII Anchor: 1/4" dia. X 2-3/4" PFH ELCO or ITW - Concrete Screw FL# 16546.6 GARAGE CLOPAY CLOPAY N/A Attach track as per Product Approval and Track See Cover Sheet - +36.0---/ -42.0 DOOR MODEL 73 W6 Supplement Guide - Attach Buck W/ 5/8"0 x 6" sleeve anchors @ 18" O.C. Product Model # Manufacturer Attachment Method Type, Building Design Product Design Size, Spacing, & Embedment Pressure Pressure Mullions Tube Mullion Custom Windows 3" Tube Mullion - Installation shall strictly adhere See Cover Sheet +65.0./ -65.0 FL # 9520.1 and Doors to Product Approval FL# 9520.1 Use 3/16" dia. ITW Tapcons at each hole Provide a minimum of 1-1/4" embedment Roof Heritage Tamko Attach Shingles with (Zinc Coated) Roofing Nails 12 Gauge, See Cover Sheet N/A Asphalt Shingles with 3/8" dia. heads, long enough to penetrate through plywood 1/4". use (4) nails per shingle, placed in nail line 7-3/8" & 7-1/2" FL # 18355-114 in field and (1) each side 1" from edge Siding Stucco - 5/8" Thick Light Textured Stucco on Typical Concrete Block Const. See Cover Sheet N/A Soffit Stucco - Stucco finish over high rib lathe See Cover Sheet WA. provide 7" x 24" soffit vents - refer to sheet S1 I have ro Vi4wed his(a ve prtrduct approval information and and approved it. Name: A" Nortoli ', ar hitecture + design Signa Certi i' atip umber: AR 918/ AA26002853 Date: FE�.;QflO ./r r �� INDEX OF DRAWINGS Revised 27-Feb-20 'y �J�JJ J J•J� Sheet Sheet Title C1 Cover Sheet, General Information + Notes Al Floor Plan, Details + Notes A2 Foundation Plan Details + Notes A3 Building Elevations Sl Roof Framing Plan In S2 Structural Details S3 Structural Details Pi Plumbing Plan Schedules + Notes so El Electrical Plan Schedules + Notes oil --- 14 a Window ## Door xxx Room Name Wall Type Wall Section A# Revision Ax.x Detail Keyed Note XXx Interior Elevation XN.X Exterior Elevation Building Section AX.X 0 Miscellaneous Key a BILE COPY Q) U 4 • CIO-, i A, i ■ f fu 1 i 1 tCO iJ i • Rev. # Date A27-Feb-20 Building Dept. Comments Project Number 19-0585 Status CD Issue date 24 7an-20 Sheet Cover Sheet I 8" CMU WALLS WITH (1) #5 VERT AT 48" O.C. MAX, ALL CORNERS AS SHOWN AND EACH SIDE OF OPENING AS SHOWN GROUT ALL REMAINING CELLS SOLID. EXTERIOR FINISH SHALL BE TEXTURED STUCCO. INTERIOR FINISH SHALL BE 1/2" THK GYP BD: WITH 1" THK. RIGID BOARD INSULATION AND 1X P.T. FURRING. a ° 3 INTERIOR NON -BEARING WALL PARTITIONS - PROVIDE 25 GA METALS STUDS AT 16" O.C. ma MAX WITH 1/2" DRYWALL FINISH EACH SIDE WITH BATT INSULATION WHERE APPLICABLE. ATTACH DRYWALL WITH #12 X 1-1/4" DRYWALL SCREWS @ 8" O.C. MAX AT SIDES AND 12" O. X NFEL . "- - INSULATED WOOD:FRAME BEARING WALL - 3-1 2" U.N.O.WOOD STUDS SHA@ 16" O.C. U.N.O. UNESS OTHERWISE NOTED. PROVIDE MIN R-11 BATT INSULATION D WALL. eo-e 14'_8' 101_01WOOD FRAME BEARING WALL 3 1/2 U.N.O. s�°.e°� Lsa ✓_ �; WOOD STUDS SHALL BE @ 16"O.C. U.N.O. UNLESS OTHERWISE NOTED. 6'-2" 8'-6° 1,_4. 11' 1" P-4" 11,_l i' 4° 7'-0° T-8" 2,_4. 7,_811 O EGRESS ; T 4 HB 0 co— — — — ----- BEDROOM #4 04B 1 — - 104 .EGRESS v I. COVERED PATIO 002 T_9" 10,_8" 7'-1.' r 14'-0" Al A MASTERSUITE EGRESS E SS 107 ! O C n O v n TEMP. HOW WC �I — — --- z� .� BATH #3. a o i. y a a m ;r Enmo -0 3' 6-4 06 3' 8" 26'-2" aim a m1a I w¢ O LJj O ;> EGRESS O 03B /DOIS z U - z �1 NO GREAT ROOM E > .. -- R81S---- € R&S OD 107 o �� i KITCHEN Qm ¢m¢ y. W.I.C. a. W.I.C. I M U 1 N o �\ 108 ILL 1En= P '... 110 lil 3 ^ e 1 m 10 i 11 d iry I 11'-0" '10" v 16'-2" �_0,� 5' 0„ 2JO" r 3' 4" 5' 0" o N' EGRESS BEDROOM #3 `v EEF° �- N ;: p N R&S _ R&S rn 03A I-- ----------- o SEAT ye a. _N m aid v M 2'-01, 6' 2'-6" 112 X g ry WC L TUB BATH #2 s HALL - U) ^ ,v m 105 - _ 115 a 13A LAUNDRY v = ~ (t ) W a' , GoW N O , 47)I N c 0 elf m C C) V N o a` �I O N cri 3 m 0 NI O N V c v a x n O M L CJ U Lin 00 L O -I / rn 1 IpOYES: WALL CEILING FINISHES SHALL HAVE A FL AME SPREAD INDEX OF NOT GREATER THAN 200. • WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. • INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYI NG SMOKE - DEVELOPED IND EX NOT TO EX CEED 450. .z.. 3' 8" 19'_2" 02A a EGRESS 101 WC ) _ EO COVERED136 W.H.O BEDROOM #2 ENTRY ?. F� -- I 1 AHu 1h �I --1 1 M IT-4" 4'-4" T-6" '-8" CRASH POST -. 3-CAR '- - -------------------- GARAGE 122.041 ATSTICdI N O DOOR SCHEDULE DOOR NO. SIZE DOOR FRAME NOTES: (SEE NOTES BELOW) WIDTH HEIGHT THICK MAT. FINISH HOW. TYPE ELEV. MDL# MAT. FINISH T'HOLD 101 Y-0" 8'-0" 1.75 PER FAC 1 6-PANEL - - FBR FAC AL 2,3,4 102A 2 8" 8'-0" 1,375 HCW PTD 2 6-PANEL - - WD PTO - 4 102E 5.-0" 8'-0" 1.00 HCW PTO BI-FOLD - - _ 103A 2- 8" - 8' 0" 1.375 HCW PTD 2 '6-PANEL - - WD PTD - 4 103B 5 0" 8'-0" 1.00 .HCW PTD - BI-FOLD - - _ _ _ 104A 2-8" 8'-0" 1 1.375 HCW PTD 2 6-PANEL - - WD PTD 4 104B 5-0" W-0" 1.00 HCW PTD - BI-FOLD 105 2-8" 8'-0" 1.375 HCW PTD 2 6-PANEL - - WD PTD 4' 106 2 8" W-0" 1.375 HCW PTD 2 6-PANEL - - WD PTD -'_ 4 107 6 0" W-0" 1.75 PER FAC I FRENCH - - FBR FAC ' AL 1,2,4 109A 2 8' 8'-0" 1.375 HCW PTD 2 6-PANEL - - WD .PTD - 4 109E 2-8' &-a- 1L.375 HCW PTD 1 2 6-PANEL - - WD PTD 4 109C 2'-6" 8'-0" 1.00 HCW PTD - BI-FOLD 110 2'-8" 8'-0" 1.375 HCW PTD 3 6-PANEL - - WD PTD - 4 ill 2'-8" W-0" 1.375 HCW PTD 3 6-PANEL - - WD PTD 4 112 2'-8" W-0" 1,375- HCW PTD 2 6-PANEL - - WD PTD - 4 113A 2 8" 8'-0" 1.375. HCW PTD 3 6-PANEL - - WD PTD - 4 113E 2-8" 8'-0" 1.375 SCW PTD 1 6-PANEL - - WD PTD - - 4,5 114A 16'-0" 8'-0" 1.75 AL FAC - SECTIONAL - - : AL FAC - 2 114E 8'-0" 8'-0" 1.75 AL FAC - SECTIONAL - - AL FAC - Z 114C 3-0" 8'-0" 1.75 FBR FAC '1 6-PANEL - - FBR FAC AL 2,3,4 115 2 0" 8'-0" 1.00 HCW PTD - BI-FOLD - - HARDWARE LEGEND SCW SCM GL HCW SOLID CORE WOOD SOLID CORE METAL TEMPERED GLASS DOOR HOLLOW CORE WOOD FBR MTL WD AL VIN FIBERGLASS METAL DOORFRAME WOOD DOOR/FRAME ALUMINUM DOORFRAME VINYL DOORFRAME PTD PWD FAC MFR PAINTED FINISH PAINTED WOOD FACTORY FINISH MANUFACTURER RECOMMENDED HARDWARE NO. 1 NO.2 EXT. DEADBOLT LOCKSET LEVER HANDLES LEVERPULL HANDLES THUMB LOCK WEATHER STRIP BB HINGES NO. 3 LEVER HANDLES BB HINGES --- 1. NEW GLASS DOORS SHALL BE BY CUSTOM WINDOWS AND DOORS 2. INSTALL ALL EXTERIOR DOORS AS PER PRODUCT APPROVAL AND MANUFACTURER SPECIFICATIONS. 3. FRONT ENTRY DOOR SHALL BE BY THERMA-TRU. 4. HARDWARE SHALL BE BY KWIKSET. S. 20 MINUTE RATED SOLID CORE DOOR WITH WEATHERSTRIP AND SELF CLOSING HINGES. WINDOW SCHEDULE WIN TYPE SIZE ROUGH OPENING MUTTINS FINISH MANUFACTURER MODEL #/SERIES TYPE NOTES: O WIDTH HEIGHT GHT WIDTH HEIGHT COLOR ELEV. WINDOW HARDWARE (STYLE) (SEE NOTES BELOW) A 6'-0" V-4" VERIFY VERIFY - - WHITE WHITE c DM WINDOWS 8100 VINYL SI NGLE AND DOOM HUNG i, 2, 3, 4, 5 B 3'-B" 5'-4" VERIFY VERIFY _ _ - WHITE WHITE CUSTOM WINDOWS . STOM 8100 VINYL SINGLE AND boogie i, 2, 3, 4, 5 C 3'-0" 3'-0" VERIFY VERIFY - - .WHITE WHITE C0 nn� o loess Ws 8100 VINYL SINGLE HUNG 1, 2, 3, 4, 5, 6,7 D 3'-0" 4' -0" VERIFY VERIFY - - WHITE WHITE C0 TM oDO Ws 8100 VINYL SINGLE HDNG 1, z, 3, a, s, 6, 7 NOTES: 1. NEW WINDOWS SHALL BE BY CUSTOM WINDOWS AND DOORS 2. TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0" A.F.F.UNLESS OTHERWISE NOTED, REFER TO ELEVATIONS SHEET A3.. 3. 5.7 SQFT FOR EGRESS FOR ALL BEDROOMS. AND LIVING AREAS. 4.' VERIFY WINDOW ROUGH OPENINGS WITH WINDOW MANUFACTURER. - 5. INSTALL ALL WINDOWS AS PER PRODUCT APPROVAL AND MANUFACTURER SPECIFICATIONS. 6. AS PER FBC R308.4.5 PROVIDE TEMPERED GLASS AT HAZARDOUS LOCATIONS. -- 7. PROVIDE OBSCURE GLASS AT ALL BATHROOM LOCATIONS: a F 7'-4" 7'-4" T-0" " � ae FIL E COP) Project 19-0585 _ C G 0 WQa c.a m"3 ai t ,mow.. r m a m H N oao m cd Q C C H O L L m u 3 E 'ma E!4-J C c 0 — .y. Q MwBB>,t5 _c ma Sat 3 ._ 2 '85 m.,s,, 3 a ;Ei i n L Cat v1 0 3 rn +•m.o+... c W m'3 y 0 // � 0 dJ Q B <m E.d < ¢rnv a ,c6 c:2-q-y (1) -9no m - CO ILL N + C to m col —M 0)) O Ow ^V CID W N O V W w-+ c.i L a 0 o OD I .ti L s-I En Q) 1 M I ..L (0 °'®-- E 0 C 0 _L � - Q Z E Q) L 1 U ca Qi Ln Q_ ® ® Ill- L 0 Eli U_ as .ev. # Date 1� 27-Feb-2Q zi Building Dept. Comments - 2-8 16'-0° 31_0„ 81-0" 2 8' - TEMP TEMP Number 14'-8" 18'_6": 32'-4": GLASS GLASS O © © Status v Issue" CD 24-Jan-20 65'-6" date Sheet 1 -FLOOR PLAN Ln 2 - WINDOW 71"'IFTES SCALE: 1/4" = 11-011 SCALE: 1/4" = 11-011 GENERAL NOTES: FOUNDATION PLAN �. L � v L O g C L V C Q•0 v V 14'-8" 26'-2" T-0"X T-0" X 16"D ---- 2A CONCRETE FOOTING WITH A2 #S'S @ 8" O.C. EACH WAY (TYP.) @ EA. COLUMN (TYP.) C U 0 a a� 0 0 a a f a v Ci N n N N 0 i v u C N m tY N X 3 � 0 m s U Lu 0 LO 0 oa ti N c 0 .T a VI 0 0 m O V v .O a C) 0 W C z N O u c x 0 - -- Q m s U x U x v in w 0 m in o+ N 2E 2E A2 A2 c .j 14'-8" 18'_6": 32, 4" v r N N -1 - FOUNDATION PLAN 14'-8" - capacity of 2500 psf s a mee 000 psi compressive 3 ; _ L strength after 28-day cure. 2. REINFORCING a. shall meet ASTM standards for 60 Grade. d. Grade floor slab for drainage. a ° a o E a ¢L b. vertical reinforcing shall be 3/4" from e. Finish concrete with single trowel. See Finish Schedule for floor finishes. masonry. c. vertical reinforcing shall extend from 4. MORTAR m a E footing through pre -cast lintels. a. shall meet ASTM C 270 standards. C w M 4 0 -, A2 ------I ----- - o I : 1 . - --------I o 1 _ 1 : r--------------------- ----- - 2B I , A2 I 1 t 2F Az 77 I � 2A I A2 2A 1 i ri A2 j Al 4" 3,000 PSI CONC. SLAB W/ FIBERMESH, AND/OR ! 6X6.-10/10 WMM WITH MIN. 1" COVER ON 6 MIL. POLY VAPOR BARRIER OVER COMPACTED CLEAN - I FILL: FOUNDATION SHALL BE TERMITE TREATED IN 1 I ACCORDANCE WITH FBC 1816.1 - 1816.2. I 1 FOUNDATION SHALL BE COMPACTED TO MINIMUM - - - - - 95% MODIFIED PROCTOR, IN ACCORDANCE WITH - ASTM D1557 AND COMPACTED IN LIFTS NOT TO EXCEED EIGHT INCHES IN DEPTH.IF I FILL MATERIAL SHALL BE FREE OF VEGETATION I I AND FOREIGN MATERIAL. THE FILL SHALL BE 1 COMPACTED TO ENSURE UNIFORM SUPPORT OF - i. THE SLAB, EXCEPT WHERE APPROVED, THE FILL : j 2G I DEPTHS SHALL NOT EXCEED 24 INCHES FOR".'. A2 - CLEAN SAND AND GRAVEL AND 8 INCHES FOR - i EARTH AS PER FBC R506.2.1 I -: ------------- A2 I. 1 M I _ I I 1 o 2B o I i ko I A2 I I I ii N _ - L--------------------------'--J 2C I' i N I ip A2 .il ry = I 2 -- I y t `------------------------ --------------------------------- ------------------ d. horizontal reinforcing shall be cont. for b. shall be type M. pre -cast lintels over openings. c. joint type shall be concave. d. horizontal reinforcing lapping shall a min. 22". 5. GROUT a shall m t ASTM C 476 e. protect for reinforcing: ee standards. floor slab: 3" min. cover from top b. shall have a min. 3000 psi compressive strength. 2" min. cover from bottom c. shall meet 8" -10" slump test. over 10 mil vapor barrier 6. SOIL BEARING CAPACITY footing: 3" min. cover a. shall meet 2500 psf (General Contractor to verify). walls: 1-1/2" min. cover beams: 1-1/2" min. cover • —- h I #5 REBAR.. @ EVERY 4'-0" o.c: It ;. .___—_ #5 REBAR @EVERY 4'-0" #5 REBAR a g I I @ BOTH SIDES OF ALL MASONRY OPENINGS c a g II o.c: @ BOTH SIDES OF ALL MASONRY a II @ EVERY 4'-0" o.c. @ BOTH SIDES OF ALL _ E w SEE PLANS , E OPENINGS SEE PLANS S E MASONRY OPENINGS M O II o> o SEE PLANS CONC SLAB `� O _ I I CONC SLAB `"' O II RECESS FIG 4". FIN FLR lI '�' CONC SLAB - EXT STP ' I FIN FUR ll x N 9 o 0 N U_ 0 �rR.Mc m � n E � +: m65- C 0) m p o gjy a� W E 00 N + O (°J LN +� U i 2 M FIN GR - —"� _ z - 0 FIN GR Z/ (2) #5 CONT : \\, MIN:: (2) #5 CONT /.\ / // MI 2 # 5 CONT 3" MIN. COV. yV� O MIN. 3" MIN. COV. V- 3" MIN. COV. 1'-6" 1.6"- A BEARING FOOTING B BEARING FOOTING @ EXT STEP n BEARING FOOTING @ GARAGE SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" #5REBAR @ EVERY 4'-0" ox. @ BOTH SIDES OF II MASONRY OPENINGS L SEE PLANS 1 N CONC SLAB �+ O II RECESS FTG 5-1/2" ;N: CONC SLAB CONC SLAB '^ :FIN FUR .FIN FLR II EXT STP d \' (1) #5 CONT MIN. (2) #5 CONT \ 3 <<`AG / 3' /% /' 3" MIN, COV. (2) #5 CONT (2) #5 CONT 1, 6„ 3" MIN: COV. MIN. MIN. 3" MIN. COV. MIN. 3" MIN. COV. 1°_6" 1'-6". 1'-6" PER PLAN: -FRONT ENTRY �-FOOTING @ GARAGE OPENING BEARING FOOTING @ SHOWER SCALE: 1/2= 1' 0" SCALE: 1/2" = 1'-0" r SCALE: 1J2" = 2X P.T. BOT. PLATE 1/2" DIA x10" ANCHOR w 1/2" DIA x10" ANCHOR BOLT (UNO) AT 48" O.C. BOLT (UNO) AT 48" O.C. MAX. (7 MIN. EMBED.) OR j MAX. (7" MIN. EMBED.) 5/8" X7" WEDGE ANCHOR CONC SLAB ALONG BRG WALL W/.#3 DIA. WASHER FIN R R- CONC SLAB ALONG BRG WALL CONC SLAB :FIN FLR FIN FLR FIN GR 25CONT 3" MIN. COV. -MIN. (2) #5 CONT i 3m:\\l. / / /��/i• / l 3" MIN. COV. MIN. 3" MIN. COV. MIN. 4" V-4" 4�� 4„ 1-4" 4P.. G THICKENED EDGE H INTERIOR WOOD BRG WALL INTERIOR WOOD BRG WALL SCALE: 1/2" = 1'-0" SCALE: 1/2 = V-0" , SCALE: 1/2" = 1'-0" 2 - FOUNDATION DETAILS KLvirvvr_u ran CODE COMPti NAKI e ST. LUCIE C; — BOC STUCCO RETURN EXTERIOR FACE OF WALL 2X8 P.T. AT HEIGHT OF DOOR SET 1/2" INTO OPENING ❑ FF 5/8" X 6" REDHEADS WITH iLE CO GARAGE DOOR HARDWARE MINIMUM 2"0 X 1/8" WASHERS AT 18"O.C. AND 12" AT ENDS TRACK BRACKETS TO PT BUCK 7' HIGH DOOR: 5-3/8" X 1-7/8" LAG SCREWS WITH WASHER HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE. W HIGH DOOR: 6-3/8" X 1-7/8" LAG SCREWS WITH WASHER HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE. GARAGE Ire ATTACHMENT SCALE: 1/2" = 1'-0" M1 Ct O.o (' t 1 Z s�A�j m W r 1. QI! F'. 1 s kD i ,, �Date I27-Feb-20 Project 19-0585 Number Status CD Issue 24-Jan-20 date Sheet Foundation Plan SIMPSON (2) LGT2-1 PER SIDE (16) 16d SINKER @ WOOD — COLUMN SIMPSON (2) MTS1 (14) 10d X 1-1/2" @ (2) 2X4 STUDS SIMPSON SPH4 (12) 10d X 1-1/2" TOP & BOT PER STL DBL 2X4 STUDS 3-1/2" X 3-1/2- P.T. COLUMN SIMPSON HTT16 (1) 5/8" ANCHOR/(: OPEN CELL SIMPSON CONNECTOR, SPRAY FOAM INSUL. SEE CONNECTOR SCHED. TO UNDERSIDE OF ROOF DECK (2) 2X4 WOOD STUD TOP PLATE \ VARIES_ --TRUSS BRGG 0 (2) 2X6 WOOD HDR SEE HEADER SCHED, "- VERHAN •� SIMPSON - LTSA 24 (18) 10d PER STRAP 1/4" X 3.5" TAPCONS—-- -- - 2X4 STUDS @ 16" O.C. _ Via., 0 iv SIMPSON SPH4 - (12) 10d X 1-1/2- 1/2" DIA x10" ANCHOR �' TOP & BOT PER STUD BOLT (UNO) AT 48" O.C. MAX. (7- MIN. EMBED.) OR 8" CIVIL! W/ 5/8" X 7" WEDGE ANCHOR TEXTURED STUCCO FINISH W/ #3 DIA. WASHER L ALONG BRG WALL P.T. WOOD STUD c N �. SIMPSON SPH4 - (12) SEE FOUNDATION PLAN 10d X 1-1/2" TOP & BOT FOR REINFORCEMENT PER STUD REQUIREMENTS 6' P.T. 2X4 WOOD STUD -''�� BOTTOM PLATE 0'-0" • x T.O. SLAB 'r ..�y70"/. 6 MIL VAPOR BARRIER —-- ����i-■�, • y� i�/.� Syr. CLEAN COMPACTED, TERMITE TREATED FILL SIMPSON SPH4 OR (2) 2X10 HEADER SPH6 TOP & BOT SIMPSON MSTA 24 OF FA. STUD / / \ EACH JAMB 80" MAX 2X JAMB STUD 16d @ 12" O.C. STAGGERED 2-SPH4 OR SPH6 @ JAMBS '7777-- .A M, 1. •717 �`✓T;��Ti,�,l�ii:��ii�;��IG���I�%�����i��!i�\:�i\!i�il�C��%���i%�l>��!�l,�l�u;T\1�����i���%��i�>.'-, 5 - WALL DETAILS 16d FACE NAILS @ 12" O.C. EA. SIDE STAGG OPTIONAL 1X BLOCKING AS NEEDED 2X4 OR 2X6 STUDS @ 16" O.C. 2X4 OR 2X6 PT PL 1/2" DIA x10" ANCHOR BOLT (UNO) AT 48" O.C. MAX. (7" MIN. EMBED.) OR 5/8" X 7" WEDGE ANCHOR W/ #3 DIA. WASHER ALONG ERG WALL SCALE: 1/2" = V-0" 1 - FRONT ELEVATION 2 - REAR ELEVATION I o [,f N 4 - RIGHT SIDE ELEVATION 12 Q 5 T.O. BEAM - - 10'-0"_ — _ T.O. BEAM—`r. ' - - d�4- - - HEAD H N SCALE: 1/4 11-011 12 Q5 T.O. BEAM `I' HEAD HT 0'-0" T.O. SLAB SCALE: 1/4" = 11-0" 1` a r , a L I o « J J ` L7 I Flip # 12 ' J ¢¢ T�7�. sit on M Ma ■ ■ 4 M rirOirrlir%�ii lmi lliSr ■■i�rii�i�i�r i■ri r% _ �w■i rr�,��I�r�■aaor■iarar■�u�ir�iu■■�i�.a�i r■ TEMP. 12 \"Q 5 1� -- `t uA?pS -- a4 � EGRESS J — FILE CC T.O. BEAM—* 81-0" HEAD HT. 0' 0" T.O. SLAB I t SCALE: 1/4" = 1'-0" Pry NL St Is! da 0 Y y Y C i C Gl a� �, •'= u y � L d d t 0 vy .d w0c m ® 1O�me'�•'3t E .o � u E= C Oc nt 3 H m 03 L 3 L cCL N u U N y u C y 3 m 35�g�dY, O m i .— V N ¢eEa< N Q °��' E C c �? N 2 9 0 N rn LL W + c Cc)n F c0 N l6 0 � C .(^^n11 - U O N r U aD �n co l �J co V c U � N r-I - ^ 0 0 �W IZ , > M x E .L (0 LL n�. 0 p =ocEN N L N U 1 i N U6.a)00 V a��na^ o oN u Mass small(.L w. # Date )ject 19-0585 mber )tus CD Ue 24-3an-20 e )eet A3 Building Elevations 1. G.C. SHALL FURNISH SIGNED AND SEALED TRUSS SHOP DRAWINGS WITH SUBMITTAL PACKAGE 2. ALL TRUSS CONNECTORS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS 3. ALL TRUSS TO TRUSS CONNECTORS SHALL BE ENGINEERED AND SUPPLIED BY THE TRUSS MANUFACTURER 4. ALL TRUSSES SHALL BE SOUTHERN PINE 5. ALL. TRUSSES ATTACHED TO LEDGER WITH SIMPSON LUS28 HANGER. 6. ALL TRUSSES SHALL BE ATTACHED TO TOP OF CMU WALL WITH SIMPSON HE-FA16 TYP. U.N.O. 7. ALL TRUSSES SHALL BE ATTACHED TO TOP OF WOOD BEARING WALLS WITH SIMPSON H10 TYP. U.N.O. rn i oll O c 3 u v •o fL I 0 i In rn c 3 m 0 I N O Q Ol U C N U N X 7 O M -C U r, U 2 Ln 00 Ln 0 r rn .-I i a+ IonZ01[01&d7_10110 01aWMAI0 BEAM/LINTEL SCHEDULE MARK LINTEL SAFE APPLIED SAFE APPLIED TOP OF BEAM COMPOSITE LENGTH .GRAVITY .GRAVITY UPLIFT UPLIFT B-1 PERIMETER 6113 2000 2724 1000 10'-0.1 8F16-1B/1T 5-2 PERIMETERS. 6113 2000 2724 1000 `. 12' 8" - 8Fi6-iB/ST NOTES: 1. Refer to wall sections for more details. Refer to Framing plan for lintel location. 2. Refer to Floor Plan & Roof Plan for information. on door and window details. 3. Reinforcing of concrete tie beam shall be continuous. All splices shall be minimum of 22 inches... See reinforcement notes sheet A2 - 4. Lintel willhave to be modified to prevent overhang @ windows @ angled corners. Untel depth may be increased, but not reduced. F= FILLED w/ GROUT QUANTITY OF #5 REBAR @ TOP U= UNFILLED 8F16 - 113/1T NOMINAL WIDTH �- - QUANTITY OF #5 REBAR @ BOTTOM NOMINAL HEIGHT 1 11"-1"' W/M11N. b t5KN'L. tA. b1Ut - 11-1"' W/M1N. B- 13KN-L, tA. OIDt "CAST-CRETE" LINTEL SCHEDULE MARK LINTEL SAFE APPLIED SAFE APPLIED COMPOSITE LENGTH GmvrrV GRAVITY UPLIFT UPLIFT a 2'-10' 6113 2000. 4460 1000 BF16-1B Q X-6' 6113 2000 3547. 1000 BF16-113 U1 4'-0" 6113. 2000 3079 1000 BF16-IB ® W-17 6113 2000 2724 1000 8F16-113 M 5'-10. 4360 20DO 2093 1000 8F16-1B © 8'-0. 2661 2000. 1634 1000 8F16-16 ❑7 T-4' 1843. 1500 1133 750 81F16-113 1533 1500 914 Soo BF16-1B Q9 14'-0 r, 1002 Soo 559 400 SF16-18 1® 1T-4" 950 - Soo Soo 400 BF16-18/2T SMI1I VARIES -BEE PIA 950 800 500 400 8F16-1B/2T NOTES: 1. Refer to wall sections for more details. Refer to Framing plan for lintel location. 2. Refer to Floor Plan & Roof Plan for information on door and window details: 3. Reinforcing of concrete be beam shall be continuous. All splices shall be minimum of 22 Inches. 4. Lintel will have to be modified to prevent overhang @ windows @ angled comers. Lintel depth may be Increased, but not reduced. F- FILLED w/ GROUT------ �QUANTIIY OF #5 REBAR @ TOP U= UNFILLED 8F 6 - 16/1T NOMINAL WIDTH -----,X NOMINAL HEIGHT-------' QUANTITY OF #5 REBAR @ BOTTOM gi�zmlmlom "I TRUSS ID UPLIFT LOAD HORZ. LOAD CONNECTION DESCRIPTION CONNECTOR MANUFACTURER CONNECTOR MODEL NO. .:CONNECTOR QUANT. PER CONN CONNECTOR NOTES: QUART. ATTACHMENT A. 531 135 BOND. BEAM SIMPSON HETA16 : 1 9 - 10d X 1-1/2' NAILS 1,2,3 ' Al 494 294.. BOND BEAM SIMPSON HETA16 1 9 10d X1-1/2" NAILS 1,2,3 A2 503 249 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 ATA 376 156 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 B3 608 176 BOND BEAM SIMPSON HETA16. 1 9 10d X 1-1/2" NAILS 1,2,3 C 1108 313.- BOND BEAM SIMPSON HETA16 ( 1 9 10d X1-1/2"NAILS 1,2,3 Cl 925 316 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 C2 824 : 258 BOND BEAM -SIMPSON. HETA16. 1 9 10d X 1-1/2" NAILS 1,2,3 :. C3 1305 266; BOND BEAM SIMPSON HEFA16 1 9 10d X 1-1/2" NAILS 1,2,3 C4 1320 311 BOND BEAM SIMPSLON HETA16. 1 9 10d X 1-1/2" NAILS 1,2,3 C5 1445 356 BOND BEAM SIMPSON HETA20 2 20 10d X 1-1/2" NAILS 1,2,3 C6 1203 - 400 BOND BEAM SIMPSON HETA20 2 20 10d X 1-1/2" NAILS 1,2,3. D3 1301 177 BOND BEAM SIMPSON HETA16 1 : 9 10d X 1-1/2" NAILS 1,2,3 D4 1341 258 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 : DS 1061 303 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 D6 1342 348 BOND BEAM SIMPSON HETA20 : 2 20 `: 10d X 1-1/2" NAILS 1,2,3 D7 1356 393 - BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 E 877 148 BOND BEAM SIMPSON HETA16 - 1 9 10d X 1-1/2" NAILS 1,2,3 G 376 105 BOND BEAM SIMPSON HETA16 1 ' 9 10d.X 1-1/2" NAILS 1,2,3 G1 376 108 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 GEE 184 148 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3. GRA 1039 110 BOND BEAM SIMPSON -. HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 GRA1 982 204 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 GRC 1314 280 BOND BEAM SIMPSON HETA16 1, 9 10d X 1-1/2" NAILS 1,2,3 GRF 1442. 111 BOND BEAM SIMPSON MGT 1 22 10d X 3" NAILS 1,2,3 GRG 566 77:` BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 s GRK. 726 110 BOND BEAM. SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 GRL 2346 266 BOND BEAM SIMPSON MGT 1 22 10d X 3" NAILS 1,2,3'- GRM 873 156 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 GRT 2298 177 BOND BEAM SIMPSON LT63-SDS2.5 1 12 1/4" X 2-1/2" SDS 1,2,3 11 191 68 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 J3 169 112 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 15 188 157 '. BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 17 214 202 -BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 - 37A 157 156 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 JA3 62 66 BOND BEAM SIMPSON HETA16 1 9 10d.X 1-1/2" NAILS 1,2,3 ]AS 110 111 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 JC3 169 112 BOND BEAM SIMPSON HETA16 1 9. 10d X 1-1/2" NAILS 1,2,3 JC5 : 188 157 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 .. -. JC7 214 202 BOND BEAM. SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 K 395 112 BOND BEAM SIMPSON. HETA16 1 9 10d X 1-1/2" NAILS 1,2,3.-- - K1 364 253 BOND BEAM SIMPSON HETA16 1 9 10d X.1-1/2" NAILS 1,2,3.: K13 184 96 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 KJ5 206 : 156 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 K37 273 201 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS.: 1,2,3 -K17C 288 201 BOND BEAM SIMPSON HETA16 1 9 10d X 1-1/2" NAILS - 1,2,3 Al 442 294 WOOD BRN'G WALL SIMPSON MTS 16 1 9 10d X 1-1/2" NAILS 1,2,3 A2 433 249 WOOD BRN'G WALL SIMPSON MTS 16 1 9 10d X 1-1/2" NAILS 1,2,3 ATA 266 156 WOOD BRN'G WALL SIMPSON MTS 16 1 9 10d X 1-1/2' NAILS 1,2;3 B 597 20 WOOD BRING WALL SIMPSON MTS 16 1 9 10d X 1-1/2" NAILS 1,2,3 Bl 602 65 WOOD BRING WALL SIMPSON MTS 16 1 9 10d X 1-1/2" NAILS 1,2,3 B2 587 176 WOOD BRN'G WALL SIMPSON MTS 16 1 9 10d X 1-1/2" NAILS 1,2,3 B3 587 176 WOOD BRN'G WALL SIMPSON MTS 16 1 9 10d X 1-1/2" NAILS 1,2,3 C 564 313 WOOD. BRN'G WALL SIMPSON MTS 16 1 9 10d X1-1/2"NAILS 1,2,3 CS 611 316 WOOD BRN'G WALL SIMPSON MTS 16 1 9 10d X 1-1/2" NAILS "1,2,3 ' GRA1 1120 204 WOOD BRN'G WALL SIMPSON HTS 16 1 9 10d X 1-1/22- NAILS 1,2,3 GRB 1486 - WOOD BRN'G WALL SIMPSON VGT 1 16 1/4" X 3" SOS 1,2,3 GRC.. 514 280 ` WOOD BRN'G WALL SIMPSON HETA16 1 9 10d X 1-1/2" NAILS 1,2,3 GRF 2266 111 WOOD BRN'G WALL SIMPSON VGT 1 16 1/4" X 3" SOS 1,2,3 -NOTES:... 1. Simpson connectors shall be attached per manufacturers standards. Verify with manufacturer prior to installation. .. 2. Truss to truss connections shall be by Truss Manufacturer. CODE CM �iM1�PL'l'7I\ 3. Provide strap at each truss to wall connection point. ST. LUCIE COUNTY ++Bo `IM`. lyl . 46190111111 FRONT ENTRY 111.0 SQFTX 1/150 = 0.74 SQFT REQUIRED 2 SQFT X 62.5% = 1.25 SQFT PROVIDED COVERED PATIO 256.0 SQFT X 1/150 = 1.71 SQFT REQUIRED 3 SQFT X 62.5% = 1.88 SQFT PROVIDED 62.5% OF OPEN SPACE PROVIDED IN EACH SOFFIT VENT 7" X 24" SOFFIT VENTS USED. PROVIDE (2) AT FRONT ENTRY AND (3) AT COVERED PATIO CALCULATION BASED ON FBC RESIDENTIAL 2017 SECTION R806.2 MINIMUM VENT AREA © 1pamo"3� u N 01 y "mEn'3n'0 ai 'c do A .3 w Yn ° coo L O N D 9 O O cm .m.3 a V rY/1L�C rp ,C 4 G < E n ¢ 0) -cc � 0. OJ 9Mo C -O to ULL N 0 -6 L rU) 7uV LL p- '1' 07 ... N V/ Q 0) yo�f V E o + O a U (D V a) -h-f L rf t N l I U f r #; ■ Ln +. ( Ln i • • • # 1 f N r i i Rev. # Date Project Number 19-0585 Status CD Issue date 24-Jan-20 Sheet Roof Framing Plan er, 0 0- 0 a n .--! t0 r-1 1!1 0 N O N M N !•1 01 0 N N 0 v V G N a x 0 m s U O U N w Ln 0 rn a c v E U 0 0 c o. Y C C 0 U MI rn c 3 m. tj t w O a` I 0 m a C 3 m DI N O U c GJ a x 7 O 00 r U U N Ln 0 0% Ma+ MOM S/8- SMCT. PLYWOOD EDGE II II II I•I I•I � I •I I •I I I - PLYWOOD SHEATHING .NAIL Sd RING SHANK NAILS @P 6"' ax. ON INTERIOR EDGES NAIL 8d RING SHANK NAILS ,I @ 6" o.C. AT INTERMEDIATE BRACING I I 77 It I \ (D'/ — — — — — 7 / AI (D/' / I O 20 sqft - +13.4/-34.4 50 s ft - +12.3/-33.2 , q f I 100 sgft - +11.4/-32.2 . - I �\ \ r r� �� r� 120 sgft - +13.4/-52.9 50 sgft - +12.3/-445 ---- I•I (•I I•� -- \�\ BELOW z/ — — — — r/ err j 100 sgft - +11.4/-38.2 EDGE OF WALL / I.I I I I. �< I 0+13.4/-73.8 • I •I I I II II II II II I 1 : I•I�ROOF @224,ox. c5T3 �•I I•I I• i /,/ ///' `\\\ O EDGE OF ROOF ---- NAIL 8d RING SHANK NAILS @ OVER HANG @ 4" ox. AT ALL EDGES I : \/ 1 - ROOF PLYWOOD SHEATHING NAILING PATTERN I SCALE: 1" = V-0" �, I r\ I (D I I (D 2 X 4 PT w/ 3/16" X 3" TAPCONS @ 12" ox. LINTEL —� / /,� \ 0 O (D / (D 1/2" PLYWOOD FACE - BOTH SIDES-8d @ 6" ox. 2 - ARCH DETAIL 2 X 4 - 6" o.c. (2) 10d EA END -------------- ARCH AS PER ------ELEVATIONS SCALE: 3/4" = V-0" #5 VERTICAL REINF. (TYP) — #5 HORIZONTAL REINF. (TYP) 1� 'a- ------®®®- ---M --�---® 1 J CORNER BAR � T 1 3 - BLOCK TRANSITION DETAIL ROOF MATERIAL DRIPEDGE, FASCIA & SUB - FASCIA TO TYPICAL DETAILS -- (2) 16d END NAILED BLOCKING AS REQUIRED GABLE END TRUSS 3.5" SHORTER STUCCO -FINISH -OVER PAPER BACKED WIRE LATH OVER 5/8" EXTERIOR PLYWOOD SHEATHING CONT. 2x4 LATERAL BRACE @ 8' O.C. OR PER TRUSS ENGR. 2x6 P.T. PLATE 16d @ 8".O.C. TO 2x8 P.T. STUCCO CONTROL JOINT Y2x4Y2 EXP. BOLT OR "J" BOLT @ 32" O.C. CONC. BOND BEAM---- ----_. STUCCO FINISH --- #5 CORNER BAR WITH 15" MINIMUM OVERLAP *ALL BRACING/BLOCKING SHALL BE SO. YEL. PINE .SHEATHING NAILING PATTERN: 8d NAILS @ 4" O.C. @ EDGES 4 - GABLE BRACING DETAIL SIMPSON MTS16 W/ W/(14) 10d NAILS (2) 16d TOE NAILED EA. SIDE (2) 16d END NAILED SCALE: NTS PRE-ENG. WOOD TRUSSES @ 24" O.C. REVIEWED FOR 2x4 DIAGONAL BRACEING :. CODE COMPLIANCE @ 8' O.C. W/ 3-16d NAILS ST. L.UCiIIE COUNTY BOOC 2x4 BLOCKING @ 4' O.C. TOP & BOTTOM W/ 3-16d NAILS @ EA. END (2) 16d END NAILED (2) 16d TOE NAILED EA.. SIDE SCALE: 3/4" = 1'-0" FILE COPY 1 0 0- .0 at N.O ou�i3 o w c N ++ C TYI OLL �E c ody a N N d J9 i> J -m Ea3ny 0 N t 3 Y c O,t, �NV.V OLo �L��tNa ev BAN_ 2Y3 N p d N = i Q �¢.°10 Eaa mad E 'L N tll N C ca N O O C p�♦/� V{ di !� y Eco E N + U ^+ L U ,d Z L f J Z� z i Q, w i 0 • t a .01 if 1 In • 1 # Rev. # Date Project Number 19-0585 Status CD Issue date 24-Jan-20 Sheet Structural Details �i ., Y c -d DOOR V `y way° °3m w I '- N 3 W j N 0 SINGLE -HUNG Installation shall stricty adhere to product approval FL# 5823.2 Into 1X P.T. wood buck - SINGLE -HUNG ttY Installation shall stri adhere to product approval pp al FL# 16177.1 into iX P.T. buck FRONT ENTRY DOOR Tapcons shall be spaced as per product approval FRENCH DOOR Installation shall stn ctY adhere to product approval n U N '- u i o- N t O 1 N m t '-' - O m 3 wood c on Sheet 8 of 11 FL# 20461.11 Into concrete head/sill & CMU Jambs — m - Anchors: 3(16" anchors @Heatl,. Sill and lamb Attachment: Head/Sill - max from comers Anchors: 3/19' anchors @ Head, Sill and Jamb Attachment: Head - 6" max from Anchors: 1/4" Tapcons- m Head and Jamb Anchors: " - Head and Jamb - a 10 N w p a ` n c c so.• Head/Sill - (1) @mid -span (1 Head - 17" max D.C.comers nt: 4 Buck Attachment: Head - 4" max from corners ch nt: Head Buck Attachment: Heatl - 4" max from corners av, c ,ran o r 2 1p o Head/Sill - (2) @ 4" from center Sill - Not Required - Jamb - 4" max from comers Head - (2) @ 4" O.C. max from center m 9 3 - £ - Jamb - 6 max from comers Jamb - B' max from top came comers Jamb - 13.00" max O.C. Jamb - 4" max from comers v C Q c - ' Jamb -.16-9 16' m / max O.C. Jamb - 1 @center O - _ Jamb (2)1/ 4 O.C. from but comers Jamb - max O.C. � Frame Attachment. Head - 6 max from comers Jamb - max from comers -V Jamb 19" max,.+ D.C.O C. Frame Attachment: Head - 6" max from /� w m E Lw Y �. 0 3.— i; — E o i n o Embedment: 1-1/4" min Into concrete thru IX 4" either lamb - 4" either side from center -: 4. Jamb-14.00" max O.C. - - 3" & 7" max from center 3 O-s„ Use 3/16 dia. Elco Ultracen Anchors - JHeadamb Jamb - 6" max from turners rs comers 3 Sm m 3 ur Embedment: 1-1/4" min into Concrete thm 1X Use 3/,16" tlia. Elm Ultracon Anchors Embedment: 1.1/2" min into concrete Jamb - 14' max O.C. Sill - 6 max from comers . ® 'Cl-� W ., s L c O ,� a ,.. o Y . 3 Sill -3":&T max from center m J m 0 L C ' Embedment: 1-1/4" min into concrete m N L 3 Sill Anchor: 1/4" dla. X 2-3/4"PFH ELCO of IfW Concrete Screw 3 u. 3 ,•, 2 `drj HEAD HEAD ® rio HEAD -� E_< •.�.(y S" CMU WALL .. ,' ° -¢ 8"CMU WALL ° .^ ,. - a- �. .. I -. S" CMU WALL I •. ' •. cc .� VERTICAL STEEL �• .,1 VERTICAL STEEL -VERTICAL _ +• rnv H C .4,C' REINFORCING - .. 'p REINFORCING ., � STEEL � j e'J C -0 •' REINFORCING ° fn -J N '04 W HORIZONTAL STEELHORIZONTAL STEEL .. N r.R t REINFORCING -° REINFORCING .. ,' HORIZONTAL STEEL - a �' in ` REINFORCING '• • _� H• to '-' cc - - ' ..,:. IX P.T. WOOD BUCK W LIQUID / QU -.SHING AS PERFBL . . - 2 X P.T. WOOD BUCK W/ LIQUID -..: .. ; , :.: --2X P.T. WOOD BUCK W/ LIQUID HING. PER FBC m � o cn •- O U __ U) WINDOW AS PER a) SCHEDULE00 : _.. ___..- ----. ___- ----- ---- ------ - ---- _ _ __.. o } FASTENER AS PER CAULK AT FRAME CONT. FASTENER CAULK AT FRAME CONT. O N APPROVAL AS PER U �- SEE NOTES DOOR AS PER N.O.A./PRODUCT APPROVAL DOOR AS PER SCHEDULE SEE NOTES SCHEDULE FASTENER AS PER WINDOW AS PER SILL j N.O.A./PRODUCT APPROVAL SCHEDULE SEE NOTES D CAULK AT FRAME CONT. I FASTENER AS PER EXTERIOR JAMB INTERIOR EXTERIOR JAMB INTERIOR -� FLUID APPLIED WATER N.O.A./P DUCT APPROVAL SEE NO - DOOR AS PER DOOR PER L PROOFINGIFLASHING AT ALL - SCHEDULE I SCHEDULE E OPENINGS (TYP.) SHALL iz CAULK AT FRAME CONT. - COMPLY WITH AAMA 714 REFER ,:;.. CAULK AT FRAME CONT. TO FBC R703.4 FLUID APPLIED WATER FASTENER AS PER FLUID APPLIED WATER PROOFING/FLASHINGAT ALL N.O.A./PRODUCT APPROVAL PROOFING/FLASHING AT ALLkFLASHING FASTENER AS PER PRE -CAST CONCRETE-- • OPENINGS (TYP.) SHALL SEE NOTES OPENINGS (TYP.) SHALLN.O.A./PRODUCT APPROVAL ti WINDOW SILL '' -' COMPLY WITH AAMA 714 REFER - COMPLY WITH AAMA 714 REFER SEE NOTES 0 r ,TO FBC R703.4 ...-. TO FBC R703.4 8" CMU WALLFLASHING LIQUID8" CMU WALL2X P.T. WOOD BUCK W/ LIQUID Q VERTICAL STEEL ' f+tEW3BFB:fL.W/ VERTICAL STEEL PER FBC , VERTICAL STEEL------.I;w 4' REINFORCING .. -. ., REINFORCING REINFORCING ,,; _•' . z.: - .... In JAMB SILL SILL MD All -p INSTALL �`-�(.>l.1 WINDOW AS PER DOOR AS PER THRESHOLD ------.APPROVAL INSTALL THRESHOLD ,•r`` N SCHEDULE � FASTENER SCHEDULE AS PER N.O.A./PRODUCT DOOR AS PER AS PER N.O.A./PRODUCT N r AS PER . N.O.A./PRODUCT APPROVAL - SEE NOTES SCHEDULE -SEE NOTES 01,2) M APPROVAL FASTENER N 8" CMU WALL SEE NOTES AS PER FASTENER AS PER ~ Z4 w N.O.A./PRODUCT APPROVAL e! 1X P.T. WOOD BUCK W/ LIQUID SEE NOTES N.O.A./PRODUCT APPROVAL SEE NOTES FLASHING AS PER FBC VERTICAL STEEL Z�,`I'vrJfjit �'.i,�li oREINFORCING • IL O • '. 1 • d WINDOW EXTERIOR DOOR SLIDER EXTERIOR DOOR 1- I H-S-J DETAIL 2-DOOR H--J DETAILS -- - SCALE: 1-1/2"ra SCALE: 1-1/2" = 1'-0" c l l r n BOND BEAMS AS y PER SCHEDULE : v 12'-8" --�. T TRUSS BRG U p:3 ASPHALT SHINGLES r' ---- � � .�:.,,�,:. — ---.- � (TAMKO HERITAGE SERIES} HORIZONTAL REINFORCING SHALL �; Imo. ' L- - OVERPEEL-N-STICK ROOF BEND AND TURN INTO BEAMS f ..-�. " ��.,„.,,,, "• (U r-i N UNDERLAYMENT 19/32" EXT. ASSHOWN a ,G° .®.. "O L0 c o PLYWOOD SHEATHING " - _ TRUSS BRG .I, Q) m rJl - SEE CONNECTOR SCORED. ; R-20 SPRAY FOAM ,¢ '. V) .L fa INSULATION OVER A/C SPACE - - AND GARAGE PRECAST LINTEL - - VARIES � AS PER SCHEDULE"� b O u- L _ TRUSS BRG `r a _ L) STUCCO CEILING FINISH' kD - 5/8" GYP BD ' SEE NOTE BELOW - - -- -- - -CEILING yl VERHANC --- : -#5BARS AT24"O.C.-- i D ' 8" X 16" BOND BEAM @ ALL ••I 2X6 HOOKED TOP & BOT: a` - m L_ v co m : PERIMETER WALLS -PROVIDE PRE -PRIMED iv U C) .� CD (1) #5 TOP AND BOT COURSE - CEDAR FASCIA BOND BEAMS AS. $ O a n �. NTINUOUS :-.;.. - IT-H.LEVEL STUCCO PER-SCHEDUL - -- - 4-1 Zrr 1/2" GYP BD WALLS OVER .,:. RETURN ,. ' a : ®I �"L.76 REPRECAST O ® �. L �I 1X P.T. FURRING STRIPS & I' LINTEL AS PER SCHEDULE YII:��L� COIN PLIAr' U% LL 1 THK RIGID INSULATION BD. .• a. CODE ar E COIFEll ST. L.UCI 36" HIGH 8Y 2" DIAMETER STEEL -- 8" CMU W/ #5 VERTICAL REINFORCING a�C.i+ FINISHED BASE ---- -------- SHALL HOOK INTO FOUNDATION g IC CRASH POST FLOOR FLANGE W/ '. �; TEXTURED STUCCO FINISH BELOW AND BEAM ABOVE (4) 3/8" EXPANSION BOLTS INTO SLAB FLOOR FINISH (1) #5 VERT AT 48" O.C. MAX ¢ JOINT REINF. BETWEEN 8" CMU WALL FILE AT ALTERNATING ES AND p, s FILE CQ)... AT ALTERNATING COURSES BELOW €. lr1J'd. 1L ire SEE FOUNDATION PLAN o z z 2' z� �I FOR REINFORCEMENT M `— REQUIREMENTS :t It 0'-0" 0.0..LV O .'.w T.O.SLAB `r T�' OP OF SLAB f •� x ._,• 6 MIL VAPOR BARRIER \ .. \i/ / �.4�' �:` '' ✓ /,/\n �\ / - :.: , •• ::. ✓\V\�, CLEAN COMPACTED, _-.�,\i\�1 �::_ -,.. \\\\��:��\,f\!•�i `��.� \�,�-v\ ... .;' ��-F. ✓//\� ✓ Ti �` ,.`f .., ^s; "=X. - /\/!6�/�/-.//.:/�/iceG\,/iU/mil\////i/ '-%�% l !\\/� TERMITE TREATED FILL ------------ Q - I NOTE: ASTM C 1063, 7.10.2.3: EXPANDED 3/8" (9.5MM) RIB LATHE SHALL BE ATTACHED TO HORIZONTAL .+IN AND VERTICAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAT 1-3/4" 4(44.5 MM) PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" (19.1 MM) 4" PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. 3 - CRASH POST DETAIL 4 - TYPICAL WALL SECTION 5 - SECTION AT FRONT ENTRY SCALE: 1-1/2" = 1'-011 U) SCALE: 1/2 1'-0" SCALE: 1/2" = 1'-0" Rev. # Date I .. Project Number 19-0585 Status CD Issue date 24-Jan-20 Sheet Structural Details r0 9 1 UV IOn101 Lem U WMAI NOTES:GENERAL PLUMBING 1• C®nbractmir sihrall field vE)161 iUrLadmw army site of all existing utilities & water pressure 14. For drainage line for dishwasher use copper type 'DW V' per ASTM B-306. prior to construction. Any discrepancies with existing conditions and Permit 15. All copper pipes shall avoid contact with all other metals & and concrete Documents, contractor shall notify the Architect prior to modifications. masonry. If copper water lines run through metal studs, provide protection 2.. All labor, materials, and equipment provide by Contractor shall be in accordance with metal stud inserts. with all local &state applicable codes. All work shall be installed by a. licensed - 16. Install main water cut-off valve and backflow preventer at water. meter. - plumbing contractor. - - Install in an accessible location. Main water valve shall be ball valve and 3. Water & Sewer lines shall be capped and sealed to maintain dust free systems. backflow preventer shall be a double check valve. lines shall be free of debris prior to connection of new equipment. 17. For all domestic water shut off valves install ball valves. 4. Piping penetrating any walls and floors shall be sealed. Any penetration fire of walls 18. Install pressure. balance and antiscald valve. (1400F) for tubs/showers. shall be sealed. with firestopping material, where applicable. 19. Install a ball valve at water heater on the cold waterline it 5. -Piping - as enters the penetrating the roof shall receive flashing .and counter flashing. Coordinate water heater. with roofing manufacturer., 20. All connections at water meters, backflow preventers, and appliances shall be 6. Provide sleeves for piping penetrating the slab and under -ground water piping, with made union joint. 1" min. clearance between sleeve and inside surface and pipe exterior. 21..Install cleanouts every 50' on 4" drain lines and at base of each vent in 7. All insulation and adhesives shall have a composite fire and smoke hazard . rating to accordance with all applicable local and state codes. meet ASTM E84, NFPA 255, and UL 723 not exceeding a flame spread rating of 25 22. All piping shall be concealed within the walls, chases, between floors, and and a smoke developed rating of 50. - .under slab. Provide access panels for all concealed shut-off valves. 8. Insulate all hot water pipes with 3/4" thick flexible foam. - 23. Coordinate all piping to avoid conflicts with all trades. 9.. Insulate or wrap all piping to prevent vibration and sound transmission caused by 24. All plumbing fixtures are located on the Ian water flow.. p S. 25. Plumbing layout and plumbing riser diagrams are diagrammatically. drawn. 10. Insulate all domestic water piping where exposed in non -conditioned spaces. "Field conditions may require modifications to layout for proper installation of Provide aluminum jacket and label piping. piping and fixtures. No modifications shall comprise the design intent of the 11. All pipe hangers and supports shall be factory fabricated and complywith all local building. and state applicable codes. - 26. All finished of pluming fixtures shall be coordinate with Owner prior to order 12. All domestic water copper pipes and fittings above ground shall be type 'L' and .accessories for plumbing fixtures. underground shall be type W per ASTM B-88.. 27. Owner shall select all plumbing fixtures and accessories. 13. All drainage & vent pipes and condesate lines shall be Schedule 40, Type DWV in 28. Fees for permits and other related items shall be coordinated between the conformance with ASTM D2665. Owner and Contractor. 29. "Flowguard" CPVC shall be used in lieu of copper piping where applicable. PLUMBING Em3CHEDULE ITEM # EQUIPMENT MANUFACTURER/ MODEL NUMBER LOCATION FAUCETS P-1 KITCHEN SINK TO BE SELECTED KITCHEN TO BE SELECTED BY OWNER. _ BY OWNER P"2 LAVATORY TO BE SELECTED MASTER BATH " BY OWNER BATH #2 TO BE SELECTED BY OWNER - P-3 TOILET TO BE SELECTED MASTER BATH _ - BY OWNER BATH #2 _ P-4 SHOWER TO BE SELECTED MASTER BATH _ " BY OWNER _ P-5 WASHER MACHINE TO BE SELECTED LAUNDRY _ " BY OWNER P-6 SHOWER HEAD AND CONTROLS TO BE SELECTED MASTER BATH " BY OWNER : BATH #2 _ P-7 WATER HEATER TOBE SELECTED GARAGE AL HYBRID-50 GALLON BY OWNER P-8 DISHWASHER TO BE SELECTED KITCHEN " BY OWNER _ P-9 ICE MAKER BOX TO BE SELECTED KITCHEN ". BY OWNER _ P-10 TUB TO BE SELECTED BATH#2 ' BY OWNER - TO BE SELECTED BY OWNER P-11 LAUNDRY TUB TO BE SELECTED GARAGE " BY OWNER _ TO BE SELECTED BY OWNER PLUMBING SCHEDULE GENERAL NOTES: 1. Contractor to provide electric and water per specifications. 2. - ®I i SHOWER n STUDOR MASTER BATH VENT 2' > L2" VTR i +2' VTR. 1� LAV SINK KITCHEN iT L1T ' INDIRECT DRAIN I 2" i FOR DW LAV J1_2" VTR DW I ., 2„ 3 I 'a 2„ i BATH 3 i i 3„ I GARAGE LAV A WASHER iNI WC ti 2" ti 2 3" WC TUB 3" LAV _ 2" N N ti 2" WC SCALE: 1/4" = V-01' 3" :........ ... i is LAUNDRY REVk:VVLUl irUh CODE COMPLIANT ST. LUCIE COUN11 BOI'`C FILE COP TIE INTO EXISTING C.O. CITY SEWER L O A Ct G _G p to' - 3 ?s ..� $ mnmof � o n O yr iJ -I-, Gcovi Q IZ-ticE QY •L oiyys 3. v.o�,.,_Y Nscvy h 3 C - a m H 3 w n v �s-oJ c ms - o m Q u Q a E' Q C m v `r $ d M p Of N LL N m MR rJ Gin - +cc 04 CU o G NW _C3 co 1 T o N U CD i LCIO S }} CA CO � QI: y' UI • 1ry � . • • r w i ♦s • • 1 ON Vev. # Date /\ J� 27-Feb-20 Building Dept. Comments Project Number 19-0585 Status CD Issue date 24-Jan-20 Sheet Plumbing Plan '4u"suoo uauum s,;Oa;Igo)y;noq;im'N)om s,;oa;igo)y sa%ildnp Aasn uagm Aldde (legs saipleuad u®llgo)y aq4 4o wasuw uaaaum aqi inopm )auuew ;ou ui pasn )o 'pasopsip 'pa;nqu;sip 'pa;eoildnp aq aga Aew;Oaaaq; fed Aue )o awes aq; pue ';Oa;igOay ula)}o �)om pagsiigndun pue leul6uo aq; a;n;i;suoO ieq 6uueadde leua;ew ua),Ii)m pue s6uime)p py g i SOVS @fof i ® E E N L} Q n Ln GiLn 11 o �I ubisep + aanjoel!gaae woa' u6isapgoaeZu'mmm 6 07V-OZZ (ZLL) :O 966bE l3 'penlS V� 9;mS'pnl8 ue930 3S MZ lei;uapisa�j + leiojewwoo C: Ul rn n O c v 0 c a`oi .0Oc n' fot vv >ro� �.L •Ln 0 CL n c E _0. U) s C:-C-0 uc� L t3 v V E c ® %0- can O 05 _a) cr ,C O +0.+ V) 0 O r0 v A n3 N C us fl1 v O O OU cn ® 0.7 'a' .4' O Q �-+ a) .v L m R7 N c V9 C Vl > (n (n O a"' O V 0 V) 0 -O L) L- _ O ro a ® La Q O 4- O O O 0 O S] V) N fu U t0 .0 N U v .-i �O _ w C= 0 a En O L. 'C 0)'0 O v 0 i O u1 L. '(a d 9 v U O `1 to N V7 U N OCl W C v .0 O >uj01 U O�(1 S Cy (0 a) c .O c� u a> ® V) a ru O O 0� °E 0 ° o 91 eC C 01 In N ++ '0 L1 E U a"' U O (n u -0 c �rcl 0 w W m 0o 0.0.N X � m u u_ = a Oc-0 a)-0 ®a� c.Y E U (0 '- O .0 O C C 7 ®Ln 'O O� t3 C VB '0 'y O. O W N O M 'O @ C `r- U f6 Y O O c 07 O.. N a U O� c v L U r r ® m ru 'O f0 O •� v U 0) �+ �� OU >� v O� C 7 O -0 � O O N N fo EA d) 0)e0M L J c-0 u) W ®O U 0 0 ®�.O(n.'U UU) C 2Ln.0 C'Q v °- ui k6 C � C L C L i -0 C O V) O O 0) c ro '0 u c O J N c O M a U +> >O d0 E aO O V) in O ru ru U fl U u (n .W O U Q ®.c m E 7 'O m .iU+ `0 +U.r ®.c V O. 'O_ �-' N N L O t0 C N n LLJ !0 ar �' c CZ fa (� N U (n X O C V) O y0 '® O O M LI — O A C V a) v O a .0 C ® J L (fu 6 L N-6 V O +@+ ag-' fU0 tin (6 0 0 u >' ® li3 N W N U) uj�'' @ C C L >- N O 3 >, ® Ou ;CO V V Ln � Ou 6- .®� +Oi gUj u U — `-Y C .0 O O 6�L a- (YOp Q= lgll N M V) C O O u U) v ®V v v� � aa) o c 0) o o 0) m mE � m 0 E O 0- s-+ z® CL E 9- i O U) 3 i .0 Ln +N+ � U v 4--+ X Oen C O_ N 0 6 U C 0 .— — T O C O C C v a' u i m H L Q CLJ Q) M M U� CL MU O N C)N E C iC = f0 ri N M -i ui 6 li 06 O O O O H d. o U Ud 3 a ¢ > Q > x _1 O O c 0 C C Ud m O 'rty ti a) U W 0a < Q d cl E m O � � Q o E O ro M ul N Ui N II ri it Q O O � O N O rn m 0 NII O O 0 0 0 0 0 0 0 0 M O O O O O O O 't Lr) N Ln N O: Ur O l Ln - .� II II II II II II II II 4i Q N a o c r S a o � i m U o o L y 0 u c u p ro p e w U O .m O � a) � 0 � Ln n w s �` v, +v., � m m 0 N Q Q0 t] K 'S Q i R i 0 ww'O Zw w OZ HMO. uo �Zw' WU XQw 0z mw¢ Za' NZ0m 00 Od�m �O w0 OU Z,00 Z> �F-2 � Sh Ow (Dw UQ u0 H z 04 Z \ OZOZ4L�.;9�� V Jv ✓ I � 4 LZ8T6yG� y' b 'uo})ON 'l l� I.N I a) I v LA 0 o 0 O 0 0 1m L C V a1 ® N V a) � 4) ® C L O p a)u CU ui aJ 0 0 C n u 0 2: O v 0 > o� E oa 0 mE U T J F r V)E U„ x� F O LAJ x Y CL Y Q L CL 4) y L+� +O O rCr C O c^L O V- a u 9 m -CO. LroL C O O LL u E C O OL L i Q > u ro Y (1) d Y N J (I) a v v a) + ++ > > > > O -0 O a O O o O v a) N a) a) V U a O. 0- O. -O 'm �Kx(x Rwo x x9�x>x x'� w U O. m U v ro s O v c L QJ Y C u u ro Y o Y Y r m a) u m o. CU L Ot C u Q) w u C O O N a ,I (� x II L9 v � 4u u v 1°u��� CD U— v v E c c r s 4� O C '3 N C C n7 �+ (fl }' a m -0 "O C i�+ c E ns >, > . O O O imcm0E-0 a Lu O L — E 4O U U En. L' O u Q 0 u a) C� tu0 O � 0 U aJ+J� Oti ru Q v X lm a~ � .Q Ln u z v- c3 a) ® C O ®) + v 4 eUc°)EmLu U I.0 0 E a .E ,a J vz tJ a0•v o v 3 O L U O u aJ O O v) q v a6i 0 O ® — CLU ,J Q UI C O ro 01 ru Jz U C i Oru C v ra O O O u E C v) O C fo U o a) .0 =U 41 0. _Q)v V) �0 c T) LLJ 4' O '� 0 C N W ru LLJ � L y .1-e .1..� V% 0 0 Li Q W O U C L= 01 0 >` > L -C ffa 'C fa'ru �. U ® v Ov L) O `.'VCJ 0 p N Y u U ro (0ro C CL ro Ln 0 4' i N C ye C 'C) C U u L U m U Q C iy O u IN 30W® u WUV[a J a a - u. U o L -C s in Y m C c N x Vua Y O -C Lu O y- E c LLJ C Y Y C C O NE �° y° XE .0 .O O U YVl LnL u E � m > O O O (1) u _= t Lu Lu Lu .X-I V? F—I i U CD 0) C HI Y u m m ro E oy -0 O Qj L C N Y Y y LnC C Y 0 .� a) 01 01 ro CL V V m — Lu & ro ro to w Y a; aD C: 3 3 U oL.0 c c c c to r� v ° Lo :3 D w N a- O O O N L E E E aui -U Yu Q1 u 0 — — — V] Ln to Q' > �i' '}3 U "-LP eN > 4 I- D O z Uu of0 FO wF�O � 0 w W � O W w w C7 ♦ems � ��.� u u a� wE c o m y L aLz tYn 4-O (n I d0d agopV'Wd TZ:Tb:T oZOZ/LZ/Z'6mp'oZ-LZ-ZO - aauapisaa xnoleg0 C T AgNd - SPSO-61\SuolslAa'dtip\s6ulMeJa 4oaCo.IdTO\s6ulnne)dZo\aauapisab xnolego C (H0H) - SBSO-6T\6TOZ\IelTuaplsad-7.O'ts;:)a[,Old ZOVS —may; MIN. i a' NOTE: 1. REFRIGERANT LINES w/1/2" T-CELL INSULATION THRU ATTIC SECURED TO WALL w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SCH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLETS TO BE MINIMUM 12" OFF SLAB 3. AUXILLARY FLOAT SWITCHES ON AHU'S TIE DOWN CLeS WITH 1/4"Xl-314" TAPCON IN SLAB Y 12 SCREWS INTO CU CABINET PER TIE DOWN SPEC'S SCALE: N S. 3/8" NUT AND WASHER V3/8" EYE BOLTS TYP. OF 4 W/ 3/8" S-HOOK' THRU TOP TRUSS CORD TYP. OF 4 (1) 2.0 DOUBLE LOOP CHAIN TYP. OF 4 Wf 1/4" S-HOOK OR - I -BOLT TYP. OF 4 TYP. " (1) AUX. DRAIN PAN (1) SAFETY FLOAT SWITCH # 12 SMS SCREW AND RUBBERIZED WASHER TYP. HANGING AM DETAIL SCALE: N.T.E EXHAUST FAN SCHEDULE #1 ES 50 CFM w/4" T-FIN-V.T.O. #2 ES 100 CFM w/4" T-FIN-V.T.O. #3 ES 50 F/L CFM w/4" T-FIN-V.T.O. - ES -FANS DUCTWORK - FLEXIBLE R-FACTOR - 6 NOTE: DUCTWORK TRUNK LINE AND DROP LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS ,CONFIGURATIONS SYSTEM — BRAND - CARRIER: 3.0 TON CU AHU MODEL: CH16NA036 FX4DNF037 DIMENS IONS - H X W X D 33" X 35" X 35" 50" X 22" X 23" MCA 21.6 54 MAX FUSE (AMPS) 35 - 60- HEAT STRIP (KW) N/A 10 REF- LINE SIZE- ("O.D.) SUCTION 3/4 REF: LINE SIZE- (" O.D.) LIQUID 3/8 SEER: 16.0 HSPF: 8.5 SENSIBLE BTU'S: 27,200 LATENT BTU'S: 7,800 TOTAL BTU'S: 35,000 ]MECHANICAL _rl T PROJECT DL4LDUX LOT: F5 I.sr H 4 Ld w or, ,�3 �:. o V, Z O rp; �� � w W Q X W W w Q a w o o1.4 o w uLo 0) t0 0 � M OM o - E '0 00 or�0� m N E " m N 't 0 O � �-00 OLOcI C 0.05,. 00E= x Ma°I°'1�3 REVISIONS NO. DESC. DATE DRAWN BY: DL%GM/l- P CHECKED BY: CS: .BATE: 19 THE DESIGN PLAN & SPECIFI- CATIONS SUBMITTED HERE WITH ARE THE SOLE PROPERTY OF LINDSTROM AIR CONDITIONING INC. & ARE NOT TO BE REPR- ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. LINDSTROM A/C DESIGNS UNDER - F.S. 489 & F.S. 471 T SHEET TITLE: MECHANICAL PLAN SHEET NO.: AHU