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HomeMy WebLinkAboutBuilding PlansB ► 9 10 ► , 1 r 12 ► 13 r. 14 ► L4'1 ► , r 2 r 3► 4 r S ► 6 7 ► Product Approval Submittal Affidavit Bldg Permit: Bldg Address: See Title Block Contractor: See Contacts Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: Opening ID Product Model # Manufacturer Glass Description Attachment Method Type, Size, Spacing, & Embedment Building Design Pressure Product Design Pressure A WG 730 PGT 916 LAMIN iCONCPI3"" O.C.IAND 6" FROM CORNERS. WOOD OR r }g psf -70 psf B WG 730 PGT 9/16" LAMIN 114" TAPCON, 1 1/2" PENETR. MIN. INTO CONC. 13" O.C. AND 6" FROM CORNERS. WOOD OR q psf _ p 64 psf p c WG 730 PGT 9/18 LAMIN 1/4" TAPCON, 1 1/2" PENETR. MIN. INTO CONC. 13" O.C. AND 6" FROM CORNERS. WOOD OR L49 L� psf -64 psf D Im wall p• L3000 Arch Alum. 9/16" LAMIN 1/4" TAPCON, 1 1/2" PENETR. MIN. INTO CONC. I I" O.C. AND 4" FROM CORNERS. WOOD OR h9 }_ p sf -100 sf p C WG 730 PGT 9/16" LAMIN 1/4" TAPCON, 1 1/2" PENETR. MIN. INTO WOOD OR CONC. 13" O.C. AND 6" FROM CORNERS. 9 psf -64 psf Product Model # Manufacturer Attachment Method Type, Size, Spacing, & Embedment Building pressure Design Product Design Pressure Mullions L3000 Arch Alum. 1/4" TAPCON, 1 1/2" PENETR. MIN. INTO WOOD OR CONCRETE, 2 FASTENERS MIN. PER CONNECTION 499 psf p -100 psf P Roof Sliding Soffit Hurricane panels less than 6' span Gauge of Steel Hurricane panels 6' span or more Gauge of Steel I have reviewed the above product approval information and and approved it Name: Judy Ann Perkins Signature: Certification Number. PE 62332 Date: ...E F. n* w ;H +34 psf +34 psf +34 psf —49 psf1 —49 psf —49 psf A 0 D> NEW IMPACT RESISTANT NEW IMPACT RESISTANT NEW IMPACT RESISTANT STOREFRONT WALL. SLIDING GLASS DOOR. STOREFRONT WALL. SEE PRODUCT AFFIDAVIT. SEE PRODUCT AFFIDAVIT. SEE PRODUCT AFFIDAVIT.- IC' PARTIAL REAR ELEVATION L C EXISTING COLUMN TO STAY. NEW 6"6" WOOD COLUMN WITH ABE66 BASE PLATE AND CCQ46 CAP PLATE. 0 ' C-1 —0" 15'-2" NEW STOREFRONT IMPACT WALL. SEE PRODUCT AFFIDAVIT. NEW SLIDING GLASS DOOR SEE PRODUCT AFFIDAVIT. FAMILY ROOM (EXISTING) REMOVE EXISTING CONCRETE COLUMN. PROVIDE ADEQUATE TEMPORARY SHORING FOR ROOF TRUSSES AND BEAM. FNEW 6"W WOOD COLUMN WITH ABE66 BASE PLATE AND CCQ46 CAP PLATE:. . / (P) C-1 NEW SLIDING GLASS DOOR SEE PRODUCT AFFIDAVIT. 4'-0" NEW STOREFRONT IMPACT WALL. SEE PRODUCT AFFIDAVIT. BEDROOM 2 —NEW SLIDING GLASS © DOOR SEE PRODUCT LIVING ROOM AFFIDAVIT. (EXISTING) BREAKFAST (EXISTING) NEW SLIDING GLASS DOOR SEE PRODUCT AFFIDAVIT. PARTIAL FIRST FLOOR PLAN SCALE: 1/4"=1'—O" MASTER BEDROOM (EXISTING) PLAN NOTES: 1. TOP OF EXISTING FIN. SLAB ELEVATION SHALL BE 00.00' U.N.O. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL WALL OPENING SIZE. 3. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACINGS FOR THE ROOF TRUSSES AND OTHER BEARING SUPPORTING STRUCTURES PRIOR —. ANY DFU01ITION WORK BEGUN. REFER TO SHEET S-2 FOR TYPICAL SHORING DETAIL r«wcC 4. REFER TO PRODUCT APPROVAL AFFIDAVIT THIS SHEET FOR STORE —FRONT WALLS AND SLIDING DOORS ATTACHMENTS. REFER TO PRODUCT NOA FOR MORE DETAILED INFORMATION OF ATTACHMENTS. I EXISTING ROOF TO BE TEMPORARY SUPPORTED BY SHORING. CONTRACTOR TO PROVIDE ADEQUATE SHORING AS REQUIRED PRIOR REMOVAL EXISTING BEAM AND INSTALLATION NEW BEAM STRUCTURE AND COLUMNS. CO NEW IMPACT RESISTANT SLIDING GLASS DOOR. SEE PRODUCT AFFIDAVIT. EXISTING WINDOW EXISTING WINDOW TO STAY. TO STAY. SCALE: 1 /4"=1'-O" CONCEALED FASTENER ARE THE RESPONSIBUTY OF THE CONTRACTOROf WRP NEW IMPACT RESISTANT SLIDING GLASS DOOR. SEE PRODUCT AFFIDAVIT. THESE PLANS AND ALL PROPOSED WOR ARE SUBJCT TO ANY NS REQU REDEBY FIELD INSPECTORS OTHAT MAY BE NECESSARY IN ORDER TO COMPLY Wn AFL APPgCABLE CODES, NEW IMPACT RESISTANT STOREFRONT WALL. SEE PRODUCT AFFIDAVIT. PARTIAL SIDE ELEVATU' N SCALE: 1/4"=1'-O" J Y ANNE KINS DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 62332 CIVIL - STRUCTURAL s MARINE ENGINEERS, LL THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERS, LLC. THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CSM ENGINEERS, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERS, U.C. CSM ENGINEERS, LLC COPYRIGHT 02007 NOTES & COMMENTS MAIN. S BAC � FRON� u'OES . CNR 9ILI) , :TEAR r/RE ` NG. 'E�CH. �-oaa $T, LUCIE QDU BUILDING DWIS AM rW F REVIEWED BY DATE PLANS D PERMIT MUST BE PT ON JOB OR NO INSPE ON'NILL BE MADE CSM ENGINEERS, LLC 183 SW MONTEREY RD STUART, FLORIDA 34994 PH: (772) 220-4601 FX: (772) 220-4603 WWW.CSMENGINEERS.CDM CERTIFICATE OF AUTHORIZATION: 00026263 1 2 3 4 5 DESIGNED BY: A. ALEXANDER DRAWN BY: R. PATEL CHECKED BY: A. ALEXANDER PLOT DATE 09-Moy-2007 X:\BUILDING-1 SCALE: AS SHOWN PROJECT J: 07-67 ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24X36" PLOTS PROJECT: Dr. J. Richards Chabot RESIDENCE REMODELING 2012 Royal Fern ct. Palm City, FI. 34990 SHEET NAME: FIRST FLOOR & ELEVATIONS SHEET S-1 4 T 5 T 6 7 9 1 T 10 T IIl T 12 T 13 I 14 T 15 T 117 I A 0- 2 T 3 GENERAL AND STRUCTURAL NOTES: 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, LATEST EDITION, UNLESS OTHERWISE NOTED, 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE BEFORE CONSTRUCTION IS BEGUN. ALL OBSERVED DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER. 3. DESIGN LOADS: ROOF: LIVE LOAD = 20.0 PSF DEAD LOAD = 10.0 PSF (SELF WEIGHT) WIND LOAD AS PER ANSI/ASCE 7-05 WIND SPEED=140 MPH EXPOSURE = 8 IMPORTANCE FACTOR=11.0 WOOD POST EXISTING ROOF WITH WOOD TRUSSES AT 24" D.C., TYP. FRAMING LUMBER 1 All wood construction including lumber, connections, and details shalt be in accordance with the requirements of the local building code and the current 'National Design Specification' by the National Forest Products Association. Framing lumber shall Ice as fo(Lowsl 0'- METAL POST BASE Beams, Lintels, Joists, Rafters - HEM FIR #21 Studs - SEE WALL SCHEDULE. All lumber shalt be dried 2" CIL. MIN. H-2.5 HURRICANE CLIP to a minimum 19% moisture content (noted S-dry or MC-19). All (umber shall be graded In accordance AT EA. TRUSS, TYP. with the applicable grading rules and shalt be surfaced on four sides, Members shalt be set with crown up and have a minimum of 4' bearing on masonry, Member framing to beams, headers, etc., shalt be secured with approved framing anchors, unless otherwise noted or shown. Use BOCA Appendix 'C' for nailing schedule, unless noted otherwise. All joists and rafters shal.1, be rigidly N CONC. SLAB OR PEDESTAL bridged at intervals not exceeding 8 feet with metal bridging, All Interior stud bearing watts sha(t be bridged (with solid members) at mid height, Exterior bearing walls up to 8'-2' in height and sheathed C with plywood or USB (oriented strand board) shalt not need mid span blocking. All other exterior bearing watts shalt be bridged (with solid blocking) at mid height, unless otherwise noted. All lintels, headers or beams spanning 8'-0' or greater shalt be supported on double Jack studs plus one full WOOD POST BASE DETAIL length stud unless otherwise noted. Cutting and Notching: It Is not permitted to notch, cut or pierce wood beams, joists, rafters or studs in excess of the (imitations herein specified, unless proven safe by structural ana(ysis or suitably reinforced to transmit all catcutated loads, I I Notches Notch depth in the top or bottom of the joists, rafters and beams shalt not exceed i one -sixth the depth of the members and shall not be located in the middle one-third of the span. 1 Iy4.X2h_ LVIL Notch depth at the ends of the member shalt not exceed one the depth of the member, WOOD BEAM. tension side of beams, joists and rafters of 4-Inch or greater nominal thickness shalt not be 3/4" THK. CEMENT STUCCO OVER FILL AS REQUIRED notched, except at ends of members. GAV. MET. LATH W / BACKING BLDG. W/ 2x12 WOOD AND SHORING POST AT 6'-0" O.C. MAX. WITH CONTI 40 BEAM shalt not be less than 2 THK. PLYWOOD. 0 Ho(est Holes bored or cut into joists for piping or electrical cables PAPER OVER %' THICK. EXTERIOR ON TOP TO BE PROVIDED BY Inches (51mm) from the top or bottom of the joist and the diameter of the hole shalt. not exceed GRADE WD. SHEATHING CONTRACTOR. one-third the depth of the joist. In studs of bearing watts or partitions, notches or bored holes made to receive piping, electrical conduit, air conditioning or heating ductwork or for other fabricating purposes shall not be cut or loored more than one-third the depth of the stud. 3'-0" MAX. Reinforcement; Where the stud is cut or loored in excess of one-third its depth, tl'1e stud shatt be Ilk reinforced to be equal in toad -carrying capacity to a stud notched not more than one-third its depth. Trimmer and Header Beams, Where determined necessary by stress anatysis, trimmer and header beams shalt be hung in approved stirrups or hangers, unless supported on a wall, girder or cotumn, All multiple member beams shalt be spiked or bolted together. Bearing and Anchorage on Girders: All members of framing Into girders shall be anchored or tied to secure continuity, The ends of all wood oeams or joists resting on girders shatt bear not less E than 4 inches or shalt be supported in approved metal stirrups, hangers or on wood clips or r1loloon WOOD BEAM- IMPACT RESISTANT SLIDING strips. Beams framing from opposite sides shalt tap at (east 6 Inches and be bolted or spiked (D GLASSS DOOR, TYP. together, and when framing end -to end, the beams shatt be secured together by approved ties, METAL CAP PLATE ' I SEE PDODUCT AFFIDAVIT ON dog s, ogs, plates or sheathing, 00 SHEET S-1 FOR ATIACHMENTS1 LAMINATED VENEER LUMBER (LVL) BEAMS Beams, headers and lintel beams designated LVL shalt have METHOD AND FASTENERS the following minimum structural properties i fb = 2800 psi, E = 2,000,000 psi, fv = 285 psi. Multiple REQUIRED. LVL's shalt be fastened together with a minimum of 2 rows of 16d nails at 12' o.c. Nails shall be spaced 3' from the top and bottom of beams. GIlued-lamInated members and plywood components, Built-up beam and column sections consisting of one or more webs with glued (umber flanges and stiffeners shalt be designed In accordance with APA S811, S812, U315C, U813 and U814. Plywood beams consisting of plywood alone loonclecl together, with adhesives shatI, be designed and fabricated In accordance with APA H815. Other plywood components consisting of plywood alone or plywood in combination with sawn or 9tued-taminated (umber and looncled together IF with adhesives shalt be designed, fabricated and identified in accordance with APA S811, S812, U315C, U813 and U814, C"ffERIOR WALL SHEATHING INSTALLATION' (At all exterior walls) • WOOD ' IV_ I'M AR sheathing to be fastened to studs and blocking at 4' on center at edges and 7' on center at Intermediate panels. Nalls to be minimum 8d common or galvanized box rat. Sgson Stroh Tie U) a- v r. SUBMITTALS: Shop drawings for all structural items mentioned above are part, of the structural cc 46, design of this project and must be submitted and reviewed by our office. If '(X contractor or UJ DO owner falls to submit shop drawings for our review, CSM ENGINEERS, LLC. will not be rl�psponsllote for the structural design of this project, WOOD POST CAP PLATE DETAI Pgz The contractor Is required to submit shop drawings and calculations (if any) for the Following items to CSM ENGINEERS, LLC, for review prior to the fabrication or construction of those items, 1.)K Engineered Wood Products, (LVL, I -Joists) )K Items identified with an asterisk shall have their drawings and calculations signed and seated by a professional engineer in the local code jurisdiction, The review of shop drawings by the Structural Engineer does not relieve the contractor, EXISTING FLOOR SLAB subcontractor or fabricator from meeting the requirements of the design documents A minimum of two weeks shall be allowed for the Structural Engineer to review any submittal, TYPICAL WALL SECTIC)N SCALE: 3/4"=l'-O" H THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORREC11ONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 40MV WITH A" APPWPA014 9111 L TR' OR ��� ROPq�rync jU A W�PEERRKI S '-�Aff_ FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 62332 CIVIL STRUCTURAL MARINE RAN E 4" 7!R, N1 E N 13 1 N E E— F? ES L L Un THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERS, LLC. THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CSM ENGINEERS, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERS, LLC. CSM ENGINEERS, LLC COPYRIGHT 02007 NOTES & COMMENTS IF ST. LU019 C;10U sUILDIN10 I V REY4 FOR CO Awli . 0AT21 `PLAND PERMIT MUST KEPT ONJOB OR 1401NSP enoNWILL BEMADE CSM ENGINEERS, LLC 183 SW MONTEREY RD STUART, FLORIDA 34994 PH: (7721 220-4601 FX: (772) 220-46133 WWW.CSMEN81NEERS.COM CERTIFICATE OF AUTHORIZATION: 00026263 2 3 4 5 DESIGNED BY; A. AUDIANDER DRAWN BY: R. PATEL CHECKED BY: A. ALMDER PLOT DATE: 09-May-2007 X.\BUILDING-1 SCALE: AS SHOWN PROJECT 07-67 ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24*X36* PLOTS PROJECT: Dr. J. Richards Chabot RESIDENCE REMODELING 2012 Royal Fern ct. Palm City, FI 34990 SHEET NAME: GENERAL NOTES AND DETAILS SHEET 111 S-2 J