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HomeMy WebLinkAboutFLOOR PLAN1 GENERAL NOTF 1658 ( ULT ) A. Wood: I. All lumber on or below grade shall be ACQ Pressure Treated Southern Yellow Pine 02 Grade (Fb - 1,000 pal min.) 2. All lumber above grade (non -decking) shall be Southern Yellow Pine 02 Grade 3. All framing lumber shall be hem -fir e2 grade or equivalent 4. Wood structural panels shall be ly" Mir. thickness, exposure I strudtural sheathing 5. In all instances where aluminum comes Into contact with pressure treated wood, provide dielectric separation B. Concrete (See Site Preparation for Existing Concrete) 1, All concrete grade beams and footing shall be 3000 PSI min, 12" x 16" dimensions - (U,N,O.) 2. All concrete filled supported slabs shall be 3000 PSI min., +/- 4" min. thickness 3, Fibermesh (3/411 per cubic yard min.) meeting appropriate ACI t ASTM requirements may be used In lieu of welded wire mesh, 4, All slabs on grade *hall be +/- 4" thick with Fibermesh on 6 Mil polyethylene vapor barrier on poisoned soil/fill. 5, All reinforcing shall be grade be ASTM A615 Grade 60 (60 KSI Min.) deformed bms 6. All overpour concrete filled supported slabs shall be 3000 PSI min. w/ A Bonding agent added. 1. Soil bearing pressure shall be a minimum of 2000 PSF (U.N,O,) C. Masonry: N/A D. Aluminum 1, All structural aluminum conforms to the minimum requirements of 6006 - T5 for alloy and tamper: 2. All structural aluminum work conforms to "Part I -A - specifications for aluminum structures - allowable streas design: or "Part 1-5 - Specifications for aluminum structures - building load and resistance factor design" of The Aluminum Association, Inc. Seventh Edition, Effective January 2000 3, In all Instances where aluminum comes into contact with steel, or pressure treated lumber provide dielectric separation E. Glass I. Glass units consist of two panes of 1/8" thick tempered glass with an argon fill 2. Glass conforms to ASTM E1300 3, All clear Argon roof glass has the following min, properties: Ashrae Winter U Value = .25 Ashrae Winter R Value ■ 4,C Solid Wall Panels 1. Aluminum panel skin is Alloy 3105 - H14/H25 and is 0.024" thick min. 2. Panel Core Foam Is Preformed Expanded Polysterene Board (EPS). F. Sealant .. I, All sealant conforms to TT - S - 001543 - A, TT - S - 002306, ASTM C - 920 Type 8, Grade NS, Class 25. Sealant to be used for structural adhesion 4 to prevent water Intrusion. G. Gaskets .. 1, All gaskets are co -extruded and are non-mreratory, H. Fasteners 1. All lag bolts shall conform to stainless steel type 300 IS - 8, with standard flat washer unless manufacturer galvanized bolts specifies for use with ACQ pressure treated wood 2. Hex bolts has be ASTM A325, plated with standard flat washers and nuts 3. All concrete screws shall be 1G" x 2 11" min„ Simpson, HIIt1, Rawl, Tapcon, Redhead, Dynabolt, or approved equal 4. All metal ties and associated accessories shall be hot dipped galvanized 5. All lag bolts shall have a minimum embedment or 8x bolt diameter into structural framing (G = .42 min,) 6. Lag bolts and screws into wood framing shall be provided with pilot holes having a diameter not greater than 10 percent of the thread diameter of the bolt or screw. All lag bolts and screws shall be inserted in pilot holes by turning and under no circumstancea by driving with a hammer, 1. All expansion anchors shall be designed in accordance with the specific manufacturers requirements and allowable loads and shall only be applied in conditions acceptable to manufacturer S. All fasteners connecting aluminum components or pressure treated lumber are stainless steel type 300 18 - 8 unless manufacturer galvanized bolts specifies for use with ACQ pressure treated wood, or otherwise noted on plane 9. All fasteners shall comply with ASTM A153 10. All connectors shall comply with ASTM A653 Class G - 18 I. Site Preparation I. Foundation systems must be placed on clean, compacted, termite -treated fill/soil with vapor barrier. 2, Existing Foundation, footing and slab If noted on the Floor Plan have been evaluated 4 found acceptable for this application, J. Reference Standards: ASTM E 119,,. ASTM E 1300... ASCE 1-10,.. AAMA/NPEA 2100-02 3.0: Use and occupancy category 2 4,0: All fenestration products comply 5.0: All wall and roof panels and assemblies comply 6,0: Does not apply to category 2 10: All applicable provisions comply K, Florida Product Approvals (provided by contractor): "SEE PRODUCT APPROVAL AFFIDAVIT" All listed product approvals have been reviewed and accepted by the engineer of record. L. DESIGN LOADS: This structure has been designed In accordance with, 4 meets the requirements of the Florida Building Code, Residential 201 loth Edition 4 Amendments 4 ASCE 1-10 per, Section R301,2,1.1, 4 all applicable sections of R301 design criteria Design Criteria: Design Roof Load: Dead Load (Addition): 10 PSF Live Load (Roof): 20 PSF Wind Velocity (ULT): 165MPH (3 sec gust) Exposure: B Risk Category: 11 Building Height: < 30' Mean Roof Height: (15' Enclosure Type: Enclosed Max Components and Cladding Pressures: Roof Zone 1: +22,4/-40.1 per Roof Zone 2: +22,4/-51.3 per Roof Zone 3: +22,4/451,3 per Wall Zone 4: +31.6/-34,1 par Wall Zone 5: +31,6/-38.5 per M. Abbreviations The following list of abbreviations is not intended to represent all those used on these drawings, but to supplement the more common abbreviations used: TYP. - Typical SIM, - Similar UNO. - Unless Noted Otherwise CONT, - Continuous V.I.F - VerfN In Field N. Responsibility 1. All site work shall be performed by a licensed contractor In accordance with applicable building codes, local ordinances, etc, 2. Contractor shall verify all dimensions and details, notifying engineer of any discrepancies between drawings, fabricated items, or actual field conditions 3. These drawings represent the acceptabriity of the "Sunroom" room addition elements as provided by the contractor 4. All details on these drawings are engineered based on information provided by the contractor 5. Refer to the manufacturers shop drawing for further details lo. Any details not shown are to be engineered in accordance with standard engineering Practices, 0, Miscellaneous 1, This structure conforms with Catagory II Sunroom requirements.A.,7 2: Catagory II Sunroom* per AAMA/NPEA/NSA 2100-02 Section 7.0 General Requirements for Sunroome Subnote 1.1 Electrical Requirements Subnote 1.1.1 : (Egress Lighting required only) SOLID Subnote 1.1.2 : Exceptions: Catagory II Sunrooms are PANEL exempt From requirements for race tacle o tl t JOB SPEC[ Z: NOTES GENERAL NOTES 1: CONSTRUCTION TO FOLLOW THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2011 6TH EDITION 4 WIND CRITERIA PER ASCE 1-10. 2: NO EGRESS OPENINGS FROM ANY BEDROOM / SLEEPING ROOM HAS BEEN COMPROMISED P5Y PROPOSED SUNROOM 3: NEW SUNROOM HAS IMPACT RATED OPENINGS, THERFORE EXISTING OPENINGS LEADING TO NEW SUNROOM ARE NOT REQUIRED TO BE SHUTTERED - PER FBC 2011 6TH EDITION 4: ELEVATIONS ARE REPRESENTATIVE ONLY FOUNDATION 4 SLAB NOTES OI NEW +/- 4" SLAB WITH 3000 PSI CONCRETE w/ FIBER -MESH, OVER CLEAN COMPACTED, NON ORGANIC FILL OR UNDISTURBED VIRGIN SOIL, OVER 6 MIL VAPOR BARRIER SOIL BELOW NEW CONCRETE FOOTING TO BE TERMITE TREATED (OVERPOUR EXISTING SLAB - SEE GENERAL NOTES B: CONCRETE) 0 PROVIDE (2) 05 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION, SET IN EPDXY, TIE TO (2) s5 RODS IN NEW FOUNDATION (SEE PLAN) 30 12" x 16" FTG. w/ (2) 05 BARS CONT. ® CUT EXISTING SLAB FOR NEW 12" x 16" FTG. w/ (2) e5 BARS CONT. 5) FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN. SOIL BEARING OF 2000 POUNDS PER SQUARE FOOT 6) CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK. SUNROOM CATEGORY "ii" REQUIREMENTS I. PER AAMA/NPEA/NSA 2100-02 THIS STRUCTURE MEETS CATEGORY "II" REQUIREMENTS 2: CATEGORY "II" SUNROOMS PER AAMA/NPEA/NSA 2100-02 SECTION 1,0 GENERAL REQUIREMENTS FOR SUNROOMS SUBNOTE -1.1 ELECTRICAL REQUIREMENTS SU15NOTE 1-1.1 : (EGRESS LIGHTING REQUIRED ONLY) SUBNOTE 1,1,2 : EXCEPTIONS: CATEGORY II SUNROOMS ARE EXEMPT FROM REQUIREMENTS FOR RECEPTACLE OUTLETS. ELECTRICAL NOTES I: ANY ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2014 NATIONAL ELECTRIC CODE 4 CONFORM WITH THE FBC 4 ALL LOCAL CODES. 2: ALL ELECTRIC COMPONENTS SHALL BE TIED TO EXISTING ELECTRIC SERVICE 4 PANEL SPARES 3. PLACEMENT OF ALL ELECTRIC COMPONENTS BY LICENSED ELECTRICAL CONTRACTOR 4, EGRESS LIGHT REQUIREMENT: NEW LIGHT t SWITCH OR EXISTING LIGHT OR SOLAR POWERED LIGHT MAY BE USED) 5. ENGINEER OF RECORD NOT RESPONSIBLE FOR ELECTRICAL WORK. TYP. ANCHOR INFO FOR SLIDING GLASS DOOR 014 SMS OR EQUAL INTO I/&" 6063-T5 ALUM MIN. STRUCTURE t 012 SMS OR EQUAL INTO 1/811 ALUM MULLIONS MIN, PROVIDE 3 PITCHES MIN. PAST THREAD PLANE 1/4" TAPCONS INTO CONCRETE MIN. 1 1/4" EMBED TYP. ANCHORS IN PAIRS - roll MAX FROM CORNERS t IS" MAX O,C, a FRAME HEAD / SILL 4 13 3/4" MAX O,C, a JAMBS (4) ANCHOR CLUSTER - MAX 6" SPACING a C/L OF STILES EXISTING ROOF TYP. ANCHOR INFO FOR FIXED GLASS 012 SMS OR EQUAL INTO 1/8" 6063-T5 ALUM MIN. PROVIDE 3 PITCHES MIN. PAST THREAD PLANE 1/4" TAPCONS INTO CONCRETE MIN. 1 1/4" EMBED 6" MAX FROM CORNERS 4 12" MAX O.C. FRAME HEAD / SILL / JAMBS TYP, ANCHOR INFO FOR SWING DOOR 014 SMS OR EQUAL INTO 1/8" 6063-T5 ALUM MIN, PROVIDE 3 PITCHES MIN. PAST THREAD PLANE 5/16" TAPCONS INTO CONCRETE MIN. 1 1/2" EMBED (1) 5 3/4" 4 II 3/4" MAX FROM CORNERS 4 12 3/4" MAX O.C. a FRAME HEAD / SILL 5" MAX FROM CORNERS 4 17 1/4" MAX O.C. a JAMBS p u e s. FILL EXISTING --► RESIDENCE f 4 OPENINGS TO REMAIN i SOLID / PANEL FRONT ELEVATION SCALE: 1/4" E' 014A S,M.S. SCREW wt-, 1/2" 8,8, NEOPRENE GASKET WASHER TYP (1) SCREW a MAX 3" FROM EA SIDE 4 SEALANT a MAX "I" O.C. - TTL OF (1) PER POLY -PANEL (DCTERIOR •FRONT EDGE w/ MIN. I" EMBED INTO BEAM ONLY a GABLE END SIDES a MAX 12" O.C. •12 x 3/4" SEE WALL SECTION 9M8 FOR ADDITIONAL SCREW 9 DETAILS a lb" O.G. 6 MAX. e EXTR'D ALUMINUM APPLY STRUCTURAL UNIVERSAL GUTTER/ SEALANT GUTTER FASCIA EXTR'D ALUMINUM 3" x 3" x 0,125" BEAM EXTR'D ALUMINUM •14 x I" TEK SCREW L45 x 2,10 x 4 x .25 (3) PER L- SHAPED CLIP L -SHAPED CLIPS TO BEAM TTL OF (6) EXTR'D ALUMINUM (5) INTO COL. (4) EA 3" x 3" x 0,125" COL. SIDE - 2 ROWS OF 2 EAVE / BEAM / COL, / CONNECTION SECTION NOT TO SCALE EXISTING ROOF COUNTER FLASHING 4 014 x 3/4 TEK SCREW SILICONE SEALANT 8 ON TOP 4 8 ON BOTT)=L OF PANEL (MINIMUM) SEALANT(EXTERIOR ONLY) POLY ROOF PANELEXISTING(USE PROPER GUTTER,TRUSSESFASCIA t RIDGE TO FITa 24" O CPANEL SIZE - SEE PLANi/4" FASTENERS1 1/411 MIN. EMBED. INTO PT 2 x 6 LEDGER STAGGERED a MAX, 16" O,G. EXTR'D .090" 3-4" ALUMRELIEVER CHANNEL USPROPER SIZE FOR PAN MiN. PT 2 x 6 LEDGER ATTACHED TO EA, TRUSS w/ (2) 3/8" x 3 3/4" LAG BOLTS/PRE-DRILL ( COUNTERSINK ) RIDGE ATTACHMENT TO EXISTING TRUSSES NOT TO SCALE 1411 (2) ANCHOR CLUSTER - MAX 4" SPACING a MEETING RAIL FOR NON -IMPACT MAX O.C.\4 (4) AN CLUSTER FOR IMPACT MAX r a } 1 5" MAX -� X X �l 131/4" MAX O.G. lit I I JI - 5" MAX ANCHORS SAME AS HEAD REQUIRED a SILL ANCHORS - 012 SMS OR EQUAL INTO 1/8 6063-T5 ALUM MIN. PROVIDE 3 PITCHES MIN, PAST THREAD PLANE TYP. HRZ. WINDOW ANCHOR DETAIL NTS PER AAMA/NPEA/NSA 2100-02 THIS STRUCTURE MEETS SUNROOM CATEGORY NI" REQUIREMENTS EXISTING ROOF - SUN 4 .SHADE SUNROOM PORCH ENCLOSURE w/ IMPACT GLASS +/- 12" +/- 12' / /, i i O.H. O.H. SOLID PANEL / Q PCx of '� � FILL _ % EXISTING + +` �` RESIDENCE/ 4 OPENINGS, SOLID TO REMAIN PANEL_ -;_ of � / RIGHT ELEVATION SCALE: 1/4" - 1'-0" PANEL FILL AS NEEDED SEE PRODUCT APPROVAL / NOA FOR TYP. CONNECTIONS FOR OPENINGS APPLY STRUCTURAL SEALANT AS NEEDED FOR WATERPROOFING GABLE -END WALLS CONNECT SILL DIRECTLY TO ROOF PANEL U.N.O. FRONT WALL SECTIONS SEE EAVE DETAIL FOR ROOF CONNECTION - 014 x 3/411 - I - - - -TEK SCREW BEAM a 16" O.C. OR _ _ STAGGERED MULLION (TYP,) SOLID PANEL )l- SILL FILLER T AS NEEDED (4) 014 x 3/4" APPLY BEAD TEK SCREWS STRUCTURAL SEALANT TYP (2) EA SIDE a BTM OF PANEL _- __- (TYP.) MULLION 014 x 3/•4" MULLION TEK SCREW a 16" O.C, STAGGERED (TYP.) L� (TYP.) e12 S.T.B. FIXED PER N.O.A. GLASS I y Imo, 4 CLIP I n 014 x 3/4" TEK SCREW a 16" O C. � I STAGGL-RED II I (TYP,) L� PER N.O.A. FL, �A SLIDER un I OR WINDOW -F-J9-r �® �l 1 II II I SEE LL FLOOR �� PLAN i(TYP,) 012 S,T,S, - PER N.O.A. I 014 x 3/4" TEK SCREW MULLION a 16" O.C, -- STAGGERED --- ---1 (ITF.) SILL/ SOLID 1 PANEL KICK APPLY BEAD , - STRUCTURAL SEALANT TYP11- _ _ _ �- _ _ _ - -� 71 (4) 014 x 3/4" TEK SCREWS BILL (2) EA SIDE a \ BTM OF PANEL - - - (TYP) OUTSIDE IJ._.LI SEE SILL CONNECTION DETAIL WALL SECTION NOT TO SCALE SEE FCXJNDATION NOTES FOR .ADDITIONAL DETAILS FINISH CAP (3000 PSI CONC. w/ FIBERMESH) SLAB ELEV. CUT EXISTING SLAB O GRADE I6" ® 0 MIN. (2) 054 6 MIL. VAPOR REBAR BARRIER 1211 TYPICAL FOUNDATION SLAB DETAIL NTS TYPICAL ALUMINUM COL. SYMBOL KEY ® 3 x 3 x .125 HOLLOW ALUMINUM ® 2 x 3 x .125 HOLLOW ALUMINUM © 3 x 4 x ,125 HOLLOW ALUMINUM SOLID PANEL STING 1 STORY RESIDENCE 4 OPENINGS TO REMAIN ' ' FILL AS � ,. NEEDED CUT EXISTING SLAB FOR NEW FOOTING A or C OVERPOUR TO FINISH +/- In', BELOW F.F.E. ; N CONMACTOR TO VERIFY EXAC? WINDOW *DOOR SIZES I Q NON -HABITABLE UN-AIRCONDITIONED A or C tz I I I A or C I , 3068 6' SL W A or G 6' SL W A or G FIR Aar C ELECTRICAL SYMBOL OUTLET LIGHT SWITCH FLOOR PLAN SCALE: 1/4" OUTSIDE FACE OF 1/4" x 2 1/2" FASTENERS ` EXISTING STRUCTURE / COLS. INTO EXISTING STRUCTURE a 16" O.C. MAX, VERTICALLY APPLY CAULKING BETWEEN SILL 4 WALL TAPCONS FOR CONC. / f .6. :r 1, N.. .• s14 x 3/4" TEK SCREWS:e3ALL LAG -BOLTS w/ WASHER PANE4 a;? FOR WOOD FRAME 6 RECEIVER• . oNLr •;�=d.e " x TO WALL PANEL .�:s_;�•:s�..�l�triau ":cvc1 a MAX 12" O.G, VERT. PLAN VIEW .090" RECEIVER CHANNEL ATTACHMENT TO EXISTING STRUCTURE FOR SOLID PANELS NOT TO SCALE 1/4" x 2 1/2" FASTENERS OUTSIDE FACE OF INTO EXISTING STRUCTURE EXISTING STRUCTURE a I6" O.C. MAX. VERTICALLY APPLY CAULKING BETWEEN SILL 4 WALL PLAN VIEW 014 x 3/4" TEK SCREWS/ A OR Ei INSIDE ROOM a RECIEVER CHANNEL ALUM COL TO COLUMN 12" O.C. VERT, RECIEVER CHANNEL e14 x 3/4" TEK (2) 0i4 x 3/4" TEK SCREWS wp w 'AN - SCREWS ® 12" O.G. a 16" O.C, a RECIEVER SILL TO PANEL CHANNEL TO COLUMN GABLE ATTACHMENT TO EXISTING STRUCTURE NOT TO SCALE INSIDE ROOM (3) 014 x 3/4" TEK SCREWS WALL EACH SIDE OF COLUMN PANEL ^ � V 3" x 3" x 0, z ALUMINUP - � COL. I SEE SILL CONNECTION FOR DETAIL PLAN VIEW 014 x 3/4" TEK (3) 014 x 3/4" TEK SCREWS CONT. 1.5" x 3" x .055" SCREWS a 12 O,C, CLIP TO COLUMN EXTR'D ALUMINUM SILL TYP 3" ALUM. COL, CONNECTIONS NOT TO SCALE PLAN VIEW TYP (3) 014 x 3/4" TEK SCREWS CLIP TO COLUMN _�t---- WIN, INSIDE ROOM CONT. 1.5" x 3" x ,05511 EXTR'D ALUMINUM -'" SILL BELOW 5N CLiF 1J 1J 1J I TYP -' (3) 014 x 3/4" TEK 3" x 3" x 0.12511 SCREWS SILL TO ALUMINUM _ OUT SIDE CORNER COL. ❑ WALL OF COLUMN d PANEL j TYP. 3" ALUM. CORNER COL. CONNECTION AT SILL NOT TO SCALE INSIDE .. TAPCON SCREWS a 2" MIN CS OF :1: t ANCHOR BOLTS a 3" MIN ROOM z FROM CONCRETE EDGE 3 SILL CONNECTION TO CONCRETE -11, 2 -3 MIN. (U 3/8" x 2 1/2" TAPCON SCREWS MIN, ON EA SIDE OF UPRIGHT is 2" MAX 4 MAX 12" O.C. BETWEEN - OR - (1) 3/8" x 3 3/4" ANCHOR BOLT ON EA SiDE OF UPRIGHT a 2" MAX i UNIT WIDTH / LENGTH 4 MAX 16" O.C. BETWEEN SILL TO CONCRETE SLAB CONNECTION DETAIL NOT TO SCALE PRODUCT APPROVAL SUBMITTAL AFFIDAVIT THE FOLLOWING PRODUCTS WILL BE THE LAL15ERTE RESIDENCE INSTALLED IN THE STRUCTURE LOCATED AT: 1806 SANTANA AVE FORT PIERCE, FL 34951 PRODUCT PROD- DESIGN MANUF. MODEL " PRODUCT PRESSURES APPROVAL SLIDING GLASS DOOR +60 -11 PSF LAWSON 9200 IMPACT NOA 11-1212,05 FRENCH DOOR +/- 86 PSF LAWSON 2200 LaPORTE IMPACT NCA I1-1212.09 HRZ. WINDOW +/- 60 PSF LAWSON HS 8700 IMPACT NOA i1-1212.11 • FIXED WINDOW +/- 18.0 PSF LAWSON 4200/6200 IMPACT NCA I1-1212,13 ROOFING 4" x 0,024"x 10 EPS MATERIAL +/-SO PSF ELITE Aluminum Composite Panel FL 1561.1 STRUCTURAL + 43 -10 PSF ELITE 3" x 0.032"x 20 EPS IMPACT FL 12225.1 WALL / KICKS Aluminum Composite Panel MULLIONS +/- 54 PSF LAWSON I x 3 IMPACT Alum. NOA I1-1212.24 • 1 HAVE REVIEWED THE ABOVE lff!5 - pyyo COMPONENTS AND CLADDING, ST. LUCTT' -01 TV RT?TL IFiS.ON, LW AND HAVE APPROVED THEIR RF.VTFNN `° FOR COIN° �E t Lude County RGVILTt'ED BY USE IN THE STRUCTURE TO DATE 6 -1- I PROVIDE ADEQUATE RESISTANC L,;_NO AND FERMI bluer ON JOB WILL E TO THE WIND LOADS AND FORCES SPECIFIED BY THE CURRENT CODE PROVISIONS. THESE PLANS AND ALL PROPOSED AS SIGNED, SEALED,N (Tr � HERE.V,e SUBJECT TO ANY CORRECTIONS _ nmLT"I P%CUIREO BY FIELD INSPECTORS THAT7, �r ITY OF THE MAY BE NECESSARY IN ORDER TO R'OT�R AF RECORD COMPLY WITH A" APP41CABLE CODES. Pit Mpy u 00 ON o w.>M • + n o0aR w V) W(4porEi)x Q rn LU Z U LU 7--t Cq z ' LU � "I U Ul Ul -1 r LL U a� LU AL ;0 � ED LL r J n/ f 1 L w- U- a Copyright 2018 All rights reserved. REVISION DATE JOB " I812 DATE : 5/1/18 SHEET 1of1 J