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Home My WebLink AboutHD FLOOR PLANSUMMARY OF WORK: 1. Project Description: New 2-story residence. 2. Work Involved: a. Roof: 5V-Crimp Roofing, Peel-n-Stick Roof Underlayment, exterior sheathing, pre-engineered trusses, R-38 Blown Insulation for A/C space. b. Walls: . Exterior: 8" CMU wails with exterior stucco finish and min. 1" Thk rigid board insulation, 1X P.T. furring and 1/2" drywall at the interior side il. Interior: Metal studs, batt insulation, with 1/2" drywall each side c. Ceiling: L 5/8" drywall - see plans for trays, coffers and vaults ii. Exterior ceiling finish shall be 112" 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: L Provide (2) unit per plans ii. Exhaust all bathrooms and dryer f. Electrical: €. Provide power and lighting per plans ii. Provide 300 amp service and 40 slot panel g. Plumbing: L Provide water heater per plans ii. Provide sanitary lines per plans and risers Ill. Provide plumbing fixtures per plan h. Fire Sprinkler: Shall be provided by "Others" €. Work completed shall meet all local and state building code requirements. 9;QOR€OIINATION: 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 preformed. 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 preformed. 7. Owner and Contractor shaft coordinate Schedule of Values, Application of Payment, Construction Cost and any other fees related to this project. As -\ Ole] 41:2:ZaZ�I_ 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 preformed. 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.. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supercedes All Previous Site Plans for OSTDS # J A?22= Well # Date: Reviewer: q 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) Building Design: Ultimate Wind Speed: Nominal Wind Speed: Building Category: Wind Importance/Use Factor: Internal Pressure Coefficient: Building Mean Height: Roof Overhang: Roof Pitch: Garage Design Pressure: 120 sgft. Door Design Pressure: 50 sgft. Window Design Pressure: 20 sgft. Exposure: Design Loads: Impact Protection: Enclosed 160 mph 3 second gust 124 mph II 1.0 +/-0,18 22--0" 1'-4" 5/12 Int. Zone (+30.4/-33.5) Ext. Zone (+30.4/-36.9) Int. Zone (+32,5/-35.6) Ext. Zone (+32.5/-41.0) Int. Zone (+34.7/-37.7) Ext. Zone (+34.7/-45.3) C Roof Dead Load/Live Load: 15/40 psf Floor Dead Load/Live Load: 15/30 psf Hurricane Impact Resistant Doors and Windows OCCUPANCY: R3 One -Family Residence CONSTRUCTION: Type V Unprotected, Unsprinklered Ext. brg walls - CMU (Ground Floor) - Wood Frame (Second Floor) Pre -fabricated wood roof trusses Int walls -metal stds & drywall AREA TABULATIONS: (include exterior walls) Ground Floor A/C space: 2,616.5 gross sgft. Second Floor AJC space: 595.5 gross sqft. Total A/C space: 3,212 gross sgft. Garage: 432.5 gross sgft. Front Entry: 136 gross sgft. Covered Patio: 414 gross sgft. Total New Bldg. Area: 4,194.5 gross sgft. Product Approval Submittal Affidavit Bldg Address: 1408 Lone Pine 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 Imppact Resistant Installation shall stricty adhere to product approval See Cover Sheet +67.5 J -70.0 WINDOW SH LOW E and Doors 7/8" thk Type'A' FL# 5823.2 into 1X P.T. wood buck 270 Impact Anchors: 3/16" anchors @ Head, Sill and Jamb Attachment: Head/Sill - 6" max from corners Head/Sill - (1) N mid -span Head/Sill - 2) C 4" from center Jamb - 6" max from carriers Jamb-16-9/I6" max O.C. Jamb - (1) @ center Embedment: 1-1/4" min into concrete thru IX Use 3/16" die. Elea Ulmaaat Anchors FL# 16177.1 SINGLE -HUNG 8i00 Vinyl Custom Windows Jmpact Resistam Imrstallatem shell smkty adhere to product approval See Cover Sheet +70.0 J -70.0 WINDOW SH LAW E and Doors 7!8" thk Type'A' FL# 26177.1 Imo ix P.T. wood buck 270 Impact Anawrs: 3116" anchors @ Head, Sill and Jamb Attachment: Head - 6" max from corners Head - 17" max D.C. Sill - Not Required Jamb - 6" max from top comers Jamb - ((2) at 4" O.C. from bat comers Jamb- 10-1/2" max Q.C. Jamb - 4" either side frcrn center Embedment: 1-1/4" min Into concrete thru 1X Use 3116" dia. Elm Ultramn Anchors FL # 20468.5 FIBERGLASS Smooth Star Thermatru Corp. N/A Tapcans 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" Topcons # Head and Jamb Buck Attachment: Head - 4" max from corners Jamb - 4" max from comers Jamb - 13.00" max O.C. Frame Attachment: Head - Wants from corners Jamb - Wrests: from miners Jamb-14.00" max O.C. FL # 20468.4 FIBERGLASS Smooth Star Thermatru Corp. N/A Tapmns shall be spaced as per product approval See Cover Sheet +67.0 ! -67.0 ENTRY DOOR Opaque on Shell 8 of 11 Andwrs: 1/4" X 3" Timmins 0 Head and Jamb Buck Attachment: Head - 4" max from comers Jamb - 4" max from cornars Jamb - 1.3.00" max Q.C. From Attachment: Head - 6". max from corners Jamb - 6" max from corners Jamb -14,00' max O.C. FL # 2046SAC FIBERGLASS Smooth Star Thermatru Corp. Impart: Resistant Tapmns shall be spaced as per product approval See Cover Sheet +67.0 { -67.0 ENTRY DOOR Opaque on sheet a of 11 FRENCH DOOR Anchors: 1/4" X 3" Tepcons 0 Head and Jamb Buck Attachment: Head - 4" max from corners Jamb - 4" max from miners Jamb - 13.00" max O.C. From Attachment: Head - 6" max from carriers Jamb - 6" max from carriers Jamb-14.00" max D.C. FL# 20838.1 S.GA. 8800 PVC Custom Windows Impact Resistant Installation shall stricty adhere to product approval See Cover Sheet +65.0 J -65.0 IMPACT SGD and Doors 1" Overall FL# 20838.1 into 2X P.T. wood buck Anchors: 3/16" anchors @ Head, SIII and Jamb Attachment: Head/Sill - 6" max from corners Head/Sill - (1) mid -span of panel Head/Sill - 4" either side from center Jamb - 6" max from corners Jamb - 21" max O.C. Buck Embedment: 1-1/2" min into concrete Use 114" dia. nw Tapcons. -3" from corner, 8" ox, stag. Window Embedment: 1-3/8" min into 2X Use #12 wood screw anchors FL# 16546.5 GARAGE CLOPAY#73 CLOPAY N/A Attach track as per Product Approval and Track See Cover Sheet +36.0 / -42.0 Supplement Guide - Attach Buck W/ 5/a" O x 6" sleeve anchors 0 18" O.C. FL# 11602-RID ROOF TITANIUM Owens Corning N/A Installation shall smkty adhere to product approval See Cover Sheet -45.0 UNDERLAYMENT ROOF Roofing and Asphalt FL# 11602-RID UNDERLAYMENT PSU-30 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 J -65.0 FL # 9520.1 and Doors to Product Approval FL# 9520.1 Use 3/16" dia. ITW Tapmns at each hole Provide a minimum of 1-1/4" embedment Roof 26 GA Extreme Provide #10 x 1-1/2" Hex -Washer Head wood screw See Cover Sheet N/A 5V-Crimp Metal Fabricators to penetrate 3116" min. thru deck or 5/8" embedment Panel into wood plank FL # 17022.1 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 NIA provide 7" x 24" soffit vents - refer to sheet S1 I have reviewed the above product approval information and and approved it. Name: Nicole L. Norton/n2 architecture + design Signature: Certification Number: AR 91827/ AA26002853 Date: INDEXOF DRAWINGS s Sheet Information A2 Second Floor Plan + Wall LeQend A4 Building Elevations S2 Low Roof + Second Floor Framinq-- High Roof a Framing_Plan �■��■■.� S4 Structural Details I-P-2 Second Floor Plumbing Plan El Ground Floor Electrical Plan Second • • SYMBOLS O Window # Wall Section AX. Detail # Door Building Section Xx, Interior Elevation xxx Room Name AQExterior Elevation OWNER/CONTRACTOR: HoHomes mecrete Roy- Cenk 2162 NW Reserve Park Tra Port St Lucie, Florida3498 s ARCHITECT: n2 architecture + design Niki L. Norton, R.A. 2081 SE Ocean Blvd. Suite 1A Stuart, Florida 34996 (772)220-4411 C L O G Cr u C m p,re C Isd, re .0 2 a+ =� M CC N eC LJ Q.0 o Qa- m t d aja O w 3 N N to aOe�r C � yN N Jb a}v V °Ncy� a" Eco®a°t m E`3 as � a fi m .it C O u A O m O �;cY p C'N ,, U ¢ 4 .. is • , i f A } co ... • • �: l # a • a • a 1 ♦♦ 4 #i s Rev. # Date Project Number 21-0716 Status DD Issue date 11-Mar-21 Sheet Cover Sheet 28'-81, 15'-0" 14'-0" I 1'-4° 13°-0" 1'-4" 13'-0" 3' 4" 9°-4" 2 4 - I H.B.I `nl WC en I SIR ER --_ TEMP, i N I i -or i I i I Ni i4 4 I I I i I BEDROOM 4 l-J V 1 " 114 -- - - - 1Q`-4" 2-0 ,r -------- ------ ----------------- -- ---- -------- (t )EGRESS HIGH CMU WALLco �\ I _ - = 19 Fo o FAMILY ROOM i ml .i i 109 I T-6" T-10" 5'-0" 712 T2" I " - � i BEDROOM 3 < k- )EGRESS 1 COVERED PATIO 109 119 002 N 105 nlj ® RE (C )EGRESS 113 113 ONWER'S SUITE I .•+ i ' � — — - i 105 v — i. AHU 1 -p-- N -_ Ni R&S zo 3,— 6. 112 st �I ( SLAND 0 3 "A.F.F.--, HALL REF 112 BAH 2 ROOM 106 y KITCHEN 111 { ------- LIVING i i i08 I - - -�' � TEMP. I ACCESS — — IT-0" 18'-o" I '-o" 5'-0'° 2 �0 7,-0,. _ TUB Ni 4 -t -- -- - -- - , a ( ( 6'-10" ... 3 -0 T-2" o ,..,:, O r0 ° UP ... O i i O e `Y Z OI _ ___—____ - --- M' ppp m O R& S C7 w.+ m rs t HEAD @ d' I - j $ R S-_ n L - r ----- - 8'-0' j W.I.0 /� 05 ( N ( i �p` a jgi - C1 y. j 104 ) °S� i I w i 1i0 u; i I •" ( I __.>� WOOD 1 O COLUMN .t i 1 ° etSi 6'-4 /�M T-4" -- 131-0" a T-O" 8„ 5 8" m 3`- 10' 2" ( I I f 104 ICR �I 2 a 108 11 � I R & S N ( SHELVES , N FOYER BUTLER t ` �N EGRESS I ' i I I101 il6 i i � � BEDROOM 2 WC v q - ion i' 10" y�� I 21'-4" 5` �" �..! 110 02 a 10? n TEMP. " io (� ° N I BAH - OD , 10- CO �w./ H.B. —� - ? LAUNDRY W WH ii?�` G CRASH POST-�----- f - — 2 1!'a 5'-5" 2 3 i 2" 2'-8" 3'-6" 3 -6" 7'-6" 6'-2" 9'-o" 10' 2° l TUB ENTRY- - --------- - - ---- - - -- o 10' GARAGE rn -- ( 118 I ; j I I I i t I I i I ! W H.B. I I 1 i I i 118 i T_4e 2�_4„ 1�_4"I 91_8" ----*1 4° 9 8 s 4 ---6" 16'-0" 1. 2'-0" 11'-4" 23'_4° 1 - GROUND FLOOR PLAN SCALE: 1/4" = V-0" j 8" CMU WALLS WITH (1) #5 VERT AT 48" O.C. MAX, ALL CORNERS AS SHOWN AND EACH SIDE OF OPENING AS SHOWN, EXTERIOR FINISH SHALL BE TEXTURED STUCCO. INTERIOR FINISH SHALL BE 1/2" THK GYP BD. WITH 1" THK. RIGID BOARD INSULATION (R6.5) AND IX P.T. FURRING INTERIOR NON -BEARING WALL PARTITIONS - PROVIDE 25 GA METALS STUDS AT 16" O.C. 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.C. MAX IN FIELD 1110114*101104iW1t + • • + • 2X6 P.T, STUD WALL @ 16" O.C. MAX. EXTERIOR FINISH SHALL BE TEXTURED STUCCO FINISH OVER PAPER BACKED WIRE LATHE. INTERIOR FINISH SHALL BE 1/2" DRYWALL. PROVIDE MIN R-11 BATT INSULATION IN WALL CAVITIES. •ei• rie• ... BELOW)(SEE NOTES iii�iiiili7iiliiliii��■�� =I=MW MW�®��®�� HARDWARE LEGEND SOLIDSCW CORE WOOD FOR FIBERGLASS Pro PAINTED FINISH SCM SOLID CORE METAL MTL METAL r•e r PAINTED WOOD GIL TEMPERED GLASS DOOR • WOOD DOORIFRAME FAC FACTORY HOLLOWHCW e' •t• AL ALUMINUM DOORIFRAME MFR MANUFACTURER RECOMMENDED DOOR/FRAMEVIN VINYL HARDWARE NO. NO, NO. • 1, NEW GLASS •i••S SHALL BE iM WINDOWS ei4" FRONT2. INSTALL ALL EXTERIOR DOORS AS PER PRODUCT APPROVAL AND MANUFACTURER SPECIFICATIONS. 3. • i• SHALL BE BY THERMA-TRU. HARDWARE4. :. BY KWIKSET. 5. A MINUTE RATED SOLID CORE DOOR WEATHERSTRIP • SELF CLOSING FDOH in St, Lucie County Environmental Health Site Plan Approved for Construction Superced&s, Ad Previous Site Plans for OSTDS # Well # Date: Reviewer: m Egc$na$ Ma®3 m mam�� °caaa,°�p'ca'i dA L Ccam ry+. •� CDEtas—Y N O 'nu_ ®B� V v_m:� a8a2'Eo.a LL + +co s y . t t Rev. # Date Project Number 21-0716 Status DD Issue date 11-Mar-21 Sheet jt i Ground Floor Plan r