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HomeMy WebLinkAboutProject ScopeY GI 3 GENERAL NOTES L L All work shall comply with FL Building Code 7th Edition (2020). National Electric Code (2017), fire department .� regulations, utiity company standards, and the best trade practices. 2. The General Contractor shall arrange all Inspections and tests as specified or required by the building department and O shall pay all costs and fees for same. The Contractor shall secure all building permits and upon completion of the N project (prior to final payment) deliver to the Owner a Certificate of Occupancy or Use from the building department. 3. All plumbing and electrical work shall be performed by State licensed contractors. Contractors shall submit all required permits, certificates, and sign -offs to Owner and Engineer for their records. 0) a 4. The General Contractor shall verify all dimensions, be familiar with the existing conditions, and bring any discrepancies to the attention of the Engineer prior to submission of construction proposal and before beginning work. The Drawings reflect conditions reasonably Inferred from the existing visible conditions but cannot guaranteed Lp by the Engineer. Drawings maybe scaled for estimating purposes and for general reference only. For all other dimensions or locations consult the Engineer or refer to dimensions on Drawings. Verify all dimensions in the field. 5. The General Contractor shall lay out all work and be responsible for all dimensions and conditions for trades such as electrical, plumbing, etc. 6. The General Contractor shall provide and maintain access to the premises at all times. 7. The Construction Manager shall make the premises secure from the elements and trespass on a daily basis. N ell 8. The General Contractor shall keep the construction site free and clear of all debris and keep out all unauthorized persons. Upon completion of Work, the entire construction area is to be thoroughly cleaned and prepared for occupancy by Owner. All materials and debris resulting from the Contractor's work shall be removed from the site and disposed of properly. Care shall be taken during construction that no debris or materials are deposited In any Right of C4 Way area. 9. The General Contractor shall be responsible for protecting all existing and new conditions and materials on the site. li Any damage caused by or during the execution of the Work is the Contractor's responsibility and shall be repaired to the Owner's satisfaction at the Contractor's expense. 10. No cutting or damage to building structural components will be allowed without written authorization from the LL Engineer. WI 11. All utilities shall be connected to provide gas, electric, and water to all equipment whether said equipment is in ILContract or not. Equipment shall be guaranteed to function properly upon completion. v 12. Manufacturer's standard specifications and materials approved for project use are hereby made part of these Notes with same force and effect as if written out In full herein. All appliances, fixtures, equipment, hardware, etc. shall be Installed In accordance with Manufacturer's specifications and procedures. Ca 13. Written words take precedence over drawn lines. Large-scale details and plans take precedence over smaller details and plans. Should a conflict arrive between the Specifications and Drawings, the requirements deemed most stringent shall be used. l 14. Minor details not usually shown or specified but necessary for proper and acceptable construction, Installation, or Q operation of any part of the Work as determined by the Engineer shall be included in the Work as if it were specified N or Indicated on the Drawings. 15. All Engineering drawings and construction notes are complimentary. What is indicated and called for by one shall be CID^ binding as though called for by all. L 16. No deviation from the Drawings or Specifications or Intent of same shall be made without the Engineer's written Oo Q authorization. 0 17. All Work shall be guaranteed for one year after final approval. The General Contractor shall sign the written guarantee CV as provided by the Owner. The guarantee shall cover all general and subcontractor work. All defects discovered during CL this period shall be repaired to the Owner's satisfaction at the Contractor's expense. 2 a V 18. All dimensions are to face of stud or centerline of structure unless otherwise noted (UNO). to 19. Door and window details are Indicated on the Door and Window Schedules. = 20. Door and window dimensions are to centerlines of units UNO. c N - N Y CL O C. O CO O In IE 1 7 m + DRAWING LIST G001 GENERAL NOTES G002 SITE PLAN S102 FLOOR PLAN S103 FOUNDATION PLAN: S201 ELEVATIONS S303 ISO VIEW, DETAILS 1 S601 SCHEDULES + ABBREVIATIONS; A.C.I. AMERICAN CONCRETE INSTITUTE BLDG. BUILDING 6 CONC. CONCRETE ! - C•J• CONTROL JOINT COL COLUMN DET. DETAIL DIA. DIAMETER DN, DOWN EL/ELEV. ELEVATION ELEC. ELECTRICAL EQ- EQUAL FIN. FINISH FLR. FLOOR GALV. GALVANIZED GYP. GYPSUM I.D. INSIDE DIAMETER JT. JOINT MECH. MECHANICAL MIN. MINIMUM NTS NOT TO SCALE NO. NUMBER O.C. ON CENTER OPG. OPENING O.D OUTSIDE DIAMETER U.N.O. UNLESS NOTED OTHERWISE REF. REFERENCE R• RISER R.O. ROUGH OPENING RM. ROOM S/STL. STAINLESS STEEL STRUCT. STRUCTURAL SPEC. SPECIFICATIONS T.O. TOP OF (...) T.O.CONC. TOP OF CONCRETE i T.O.F. TOP OF FRAMING T.O.STL TOP OF STEEL T.O.W. TOP OF WALL i T• TREAD TYP. TYPICAL @ AT + AND BD. BOARD A.F.F. ABOVE FINISHED FLOOR U.N.O. UNLESS OTHERWISE NOTED V.I.F VERIFY IN FIELD I.C.F 6" INSULATED CONCRETE FORM W.F.P WOOD FRAME PARTITION + PROJECT SCOPE PROJECT L ^^ "T'^"' I I i I I J I \I C1 LU W in Z 001 Z W I I I M L a I I I Z I I I Z = I I I I t I Y I I UJ � Q J Q tp W Z Q oa to a~ -I U. Project No. 21-034 2/14/22 BasicBuildme Stetictural Information This table was prepared using rndtoad Calculator Plus Software avallable from www.windealos.com DESIGNER: PHONE#: This information was created in accordance pith Chapter 16 of the 2020 Florida - CRR 772.979.0172 Budding Coda. The Component and Cladding Pressures were generated using the APPROVED: _ method in Part 2'of Chapter 30 of.ASCF 7-16. ILL Floor &,Roof Live Loads { R 3,-,%ngle=Fam$y,Dtve%ngs.) 3 Attics: 20 psf W, storage, 10 psf w/o, storage Revlslons 3 3 Habitable Attics, Bedroom: 30 psf , Q Q t All Other Rooms: 40 psf Garage: 40 psf @ Roofs- 20 psf oeo loon qBb Balcony and Deck live loads are 150% of the adiacent space served.) O Q Wind Desitin Data Ultimate Wind Speed: 160 mph I3ontinal Wind Speed: 124 mph �\\\11lIII �� o ab Risk Category II WindExposme: B \ \\� QN LAMiy,F 3 Enclosure Classification: 'Enclosed End Zone Width (0.6h): 9 00.ft , O Internal Pressure Coefficient 0.18 -Roof Geometry. Flat No. 8477 t+ *Roof SIope: 0.0 in 12 ( 0.00 ) Mean Roof Height 'I5 & (The Ultimate.Nmd'speed acasused to determine the Component and Cladding desienpressures.) _ / = I 2 Il � / ; o c¢-D FOIp-y �° Vlmd-Bome STATE OF i'PO ` (Ibis Building is in a Debris Region, and aR exterior glazed openings '�.,'�¢•- p /� CO -ME 09tl7��IF�tN� be'protectedfrom viind-bomedebris.) FiOR,OP.-('N, Components and Ciaddine Roof Zont:1 +16.0 psf max., -602 sf min. ST. LUCIE COUNTS p p �I11111L ��++�+ B O C C Roof Zone F: +16.0.psfmax., -34' psf min. Roof Zone 2: �16.0 psf max , -79.4 psf min ZZO Z 73 Roof Zone 3: +16.0 gsf max., -1082 psf min. Overhang Roof Zone 1: / at -54-4 psf min PURPOSE BUILT ENGINEERING, LLC Overhang at Roof Zone.l': -54.4 psf min. AVE FORT PIERCE, FL3 946 Overhang at Roof Zone 2: -73.6 psf min- LICENSE #34895 THIS PROJECT INVOLVES THE CONSTRUCTION OF OverhangatRoof Zone 3:-102.4 psf min. A NEW GROUND DECK 369 Zy Wall Zone4: +37.8psfmax., -41.0psfmin. Ara Wall Zone 5: T37:S psf max., -50.6 psf min. FILE COPY Scale GENERAL NOTES Design SoiilElming Capacity: 2,000 psf G 001 Sheet No. 02021 C.\Users\PBE Laptop 2\PB Engineering Dropbox\connor kams\OA Purpose Built (1)\PBE ProjectFies\22-004 17 Sovereign Way —Fort Pierce\17 Sovereign Way -Deck Build This One (connor kams's conflicted copy 2022-02.08).rvt Cn m z m F m n O 'o O. Ome- r `< O n _ a 7C / O N ' xNa m O "r°~ z:0 q =9'j0 m O z ��;b 0 A. 9 N Y ER01111110 b .1O �M� W 0 OFWV 0 -00 m.T car- 0 Z Z �0O m mn o o - — — — — — — — — — — — — — — — — — — — — — — — — — — — - � N o GROUND DECK - HANN Z N 17 Sovereign Way Fort Pierce, FL PURPOSE BUILT N ENGINEERING _ _ 3 5201 FLOOR PLAN - FRAMING 3 S201 FLOOR PLAN - DECKING 1 /4" = 1'-0" I J I \ L V W �%% Z I ® l7 I W I I I I � II I z I I z I a I I = I I , I Y I I LU I ti REVIEWED FOR CODE COMPLIANCE c o.a .t S ■pL`h9 CIE®UNTY � Project No. � 12 o BOCC 21-034 2/14/22 DESIGNER: PHONE#: CRK Im 11H 772.979-0172 APPROVED: JLL FILE COPY Revlslons FRAMING NOTES: 1. ALL LUMBER TO BE P.T. S.Y.P. GRADE#2 OR BETTER 2. ALL CONNECTORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS KEY NOTES- ALL NOTE DESCRIPTION 1 24"x24"5(12" CONCRETE FOOTER W/ (2)#5 REBAR EA. WAY 2 BCS2-24 FOUNDATION TO POST CONNECTOR BY SIMPSON STONG TIE INSTALLED PER MAN'S INSTRUCTIONS 3 (2) 2"x8" BEAM 4 2"x8" JOIST @ 16" O.C. (TYP.) W/1-12.5 EA. SIDE @ BEAM CONNECTION 5 ABA44Z POST TO BEAM CONNECTOR BY SIMPSON STRONG TIE INSTALLED PER MAN'S INSTRUCTIONS 6 (2) 2"x8" TRIMMER JOIST 7 PLANK COMPOSITE DECKING INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 11111 � i k � 14 * Lu silk ���ph••. FLOR��P�•ap���i PURPOSE BUILT ENGINEERING, LLC 1903 SAN DIEGO AVE FORT PIERCE, FL 34946 LICENSE #34895 Scale 114"-1'-0" FLOOR PLAN S102 Sheet No. 02021 t_ ti+ 4'-5 1 /8" 1 4'-5 3/4" r — -I r — r — 1 o -1 1 I 1® I L — J L L J 5 i2 r — -I r — 10 I I o I L — J L — J 4'-7 1 /4" FOUNDATION PLAN 1 /41I = 1 I-01 I r — 7 1 n I L _ J 4'-4 1 /8" 5'-7 7/8" KEY NOTES - ALL NOTE DESCRIPTION 1 24"x24"x12" CONCRETE FOOTER W/ (2)#5 REBAR EA. WAY 2 BCS2-24 FOUNDATION TO POST CONNECTOR BY SIMPSON STONG TIE INSTALLED PER MAN'S INSTRUCTIONS 3 (2) 2"x8" BEAM 4 2"x8" JOIST @ 16" O.C. (TYP.) W/H2.5 EA. SIDE @ BEAM CONNECTION 5 ABA44Z POST TO BEAM CONNECTOR BY SIMPSON STRONG TIE INSTALLED PER MAN'S INSTRUCTIONS 6 (2) 2'x*' TRIMMER JOIST 7 PLANK COMPOSITE DECKING INSTALLED PER MANUFACTURER'S RECOMMENDATIONS C \ � M l o l I® I N L _ J L _ J 6'-9 3/8" F I_J 3�I � z \ W W u% Z 0 rD I I 0- Z I m Lu 1 I I a I I Z I Z I a I ! = I I � I Y I I W co & I Z as I = Q !v y I o a � N d Ili REVIEWED F0 Project No. 21-034 2/14/22 CODE COMPLIANCE ST. LUCIE COUNTY CEK..EDGNER: PHONEM 7T2- l-.2 BO C APPROVED: !LL Revisions (FILE COPY FRAMING NOTES: 1. ALL LUMBER TO BE P.T. S.Y.P. GRADE#2 OR BETTER 2. ALL CONNECTORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS PURPOSE BUILT ENGINEERING, LLC 1903 SAN DIEGO AVE FORT PIERCE, FL 34946 LICENSE#34895 Scale 1/4• -1,-0- FOUNDATION PLAN S103 Sheet No. 02021 M ' 16-10 3/4" T.O. JOIST +16' - 91/4" T.O. BEAM +16' - 2" GRADE +15'-0" BOTTOM OF FOUNDATION +14'-0" ,, REAR ELEVATION ,, FOOTER DETAIL ' 1 /411 = 1'-011 �`�1 " = 1'-O" ! MI-AV%A/���`�N01r ! n RIGHT ELEVATION 1 /4" = 1'-0" IF BEAM IS CONSTRUCTED WITH 3- MEMBERS, ATTACH EA. OUTSIDE MEMBER TO THE INSIDE MEMBER AS SHOWN BEAM DETAILS lJ 1 /211 = 1'-011 n LEFT ELEVATION Y 1 /411 = 1'-011 10d THREADED NAIL OR #10 WOOD SCREW >= 3" LONG, STAGGERED IN TWO ROWS 16" TT- 2 THREADED NAILS OR SCREWS AT EA. END OR SPLICE END; SPLICES SHALL BE LOCATED ONLY OVER INTERIOR POSTS Rim Joist Connection Details. secure decking to top of rim joist with 10d threaded nails or #16 x W minimum wood screws @ 6" o.c. Dist to end of each joist with laded nails or (3) #10 x 3" odd screws FILE C01y n RIM JOIST DETAIL IJ 1" = N.T.S. REVIEWED FUR CODE COMPLIANCE S E o LUCIE COUNTY BOCC KEY NOTES - ALL NOTE DESCRIPTION 1 24"x24"x12" CONCRETE FOOTER W/ (2)#5 REBAR EA. WAY 2 BCS2-24 FOUNDATION TO POST CONNECTOR BY SIMPSON STONG TIE INSTALLED PER MAN'S INSTRUCTIONS 3 (2) 2"x8" BEAM 4 2"x8" JOIST @ 16" O.C. (fYP.) W/1-12.5 EA. SIDE @ BEAM CONNECTION 5 ABA44Z POST TO BEAM CONNECTOR BY SIMPSON STRONG TIE INSTALLED PER MAN'S INSTRUCTIONS 6 (2) 2"x8" TRIMMER JOIST 7 PLANK COMPOSITE DECKING INSTALLED PER MANUFACTURER'S RECOMMENDATIONS InZI I i 4� o ., (Y I iWwl li z , Oj3I 0. W D I I M i z I z I a I I = I I Y I W 0 J Z i V I 1 G O a N e~-I 1i Project No. 21-034 2/14/22 DESIGNER: PHONE#: CRK �772A79-0172 OVED APPR: 1LL Revislons 0 7 7 = r �O s jP1S F �i/�pt.�sSILOpP��C�\\`�� PURPOSE BUILT ENGINEERING, LLC 1903 SAN DIEGO AVE FORT PIERCE, FL 34946 LICENSE #34895 Scale As Indicated ELEVATIONS S201 Sheet No. 1 a EWEVVEM F'OR CODE COMPLIANCE ST. LUCIE COUNTY FILE COPY I � I CO I Z WWI ®® Z I 001 Z I ' D I a ' I I Z I Z i I Q I = I I , I I Y I W 0 � J I Z i V 0 O d C3 t-4 U. Project No, 21-034 2/14/22 DESIGNER: PHONE#: CRH �772.979-0172 APPROVED: JLL Revlslons �N�111111/i CAM 4 ` STAT OF : (� p PURPOSE BUILT ENGINEERING, LLC 1903 SAN DIEGO AVE FORT PIERCE, FL 34946 LICENSE #34895 Scale ISO VIEW, DETAILS S303 Sheet No. ©2021