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Home My WebLink AboutFLOOR PLANGENET AL NOTES 165C ( ULT ) - A, Wood: I. All lumber on or below grade shall be ACQ Pressure Treated Southern Yellow Pine 02 Grade (Fb = 1,000 psi min,) 2. All lumber above grade (non -decking) shall be Southern Yellow Pine 02 Grade 3, All framing lumber shall be hem -fir 02 grade or equivalent 4. Wood structural panels shall be !F" Min, thickness, exposure I structural 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) C. Masonry: N/A D, Aluminum I, All structural aluminum conforms to the minimum requirements of 6005 - T5 for alloy and temper: 2. All structural aluminum work conforms to "Part I -A - specificatione for aluminum structures - allowable stress 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 = 4,0 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 ., 1, All sealant conforms to TT - S - 001543 - A, TT - 8 - 002306, ASTM C - 920 Type S, Grade INS, Class 25. Sealant to be used for structural adhesion 4 to prevent water Intrusion, G. Gaskets ,. I, All gaskets are co -extruded and are non -migratory, H. Fasteners I, All lag bolts shall conform to stainless steel type 300 18 - 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 ia" x 2 142" min„ Simpson, Hilti, 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 of Sx 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 circumstances 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 8. 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 I JOB SPEL.IFIC NOTES GENERAL NOTES I: CONSTRUCTI ION TO FOLLOW THE REQUIREMENTS OF THE FLORIDA BUILDING COD E 2014 5TH EDITION 4 WIND CRITERIA PER ASCE 1-10, 2: NO EGRE65 OPENINGS FROM ANY BEDROOM / SLEEPING ROOM HAS BEEN COMPROMISED BY PROPOSED SUNROOM 3: ELEVATIONS ARE REPRESENTATIVE ONLY SU�IROOM CATEGORY "II" REQUIREMENTS I, PER (AAMA/NPEA/NSA 2100-02 THIS STRUCTURE MEETS CATEGORY "IW" REQUIREMENTS 2: CATEGORY "II" SUNROOMS PER AAMA/NPEA/NSA 2100-02 SECTION 10 GENERAL REQUIREMENTS FOR SUNROOMS SUBN TE 1.1 ELECTRICAL REQUIREMENTS SUBNOTE 1.1.1 : (EGRESS LIGHTING REQUIRED ONLY) SUBNOT£ -L7.2 : EXCEPTIONS: CATEGORY II SUNROOMS ARE EXE PT FROM REQUIREMENTS FOR RECEPTACLE OUTLETS. ELECTRICAL NOTES I: ANY ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2011 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 4 SWITCH OR EXISTING LIGHT OR SOLAR POWEREV LIGHT MAY BE USED) 5. ENGINEER Off RECORD NOT RESPONSIBLE FOR ELECTRICAL WORK, THE EXISTING VERTICAL LOADING/UPLIFT HAS NOT CHANGED WITHIN THE SCOPE OF THIS PROJECT THEREFORE ONLY SHEAR LOADING WILL BE ADDED TO TH EXISTING SLAB/FO UNDATION. THE ADDITIONAL ALUMINUM COLUMNS WITH THE CONNECTION TO THE SLAB A E STRUCTURALLY SOUND FOR THE ADDITIONAL WIND LOADING FOR THIS PROJECT AND THEREFORE REQUIRE NO ADDITIONAL FOUNDATION. treated wood, or otherwise noted on plans AN�i1-u. 9. All fasteners shall comply with ASTM A153 3 10. All connectors shall comply with ASTM A653 Class G - IS LUCiQ ST. LUCIE COUNTY I. Site Preparation _ BUILDING DIVISION 1, Foundation systems must be placed on clean, compacted, = REVIEWED termite -treated fill/soil with vapor barrier. FOR COMPL REVIEWED BY 2, Existing Foundation, footing and slab IF noted on the PATE -22- Floor Plan have been evaluated 4 found acceptable PLAN9 A�;D PE MIT for this application, MUS i BE KEPT ON JOB OR NO INSPECTION WILL L'.2 M4^E J. Reference Standards. ASTM E Ile... ASTM E 1300... ASCE 1-10,.. AAMA/NPEA 2100-02 3,0: Use and occupancy category 2 CONCFAIEDFASTEIiE 4,0: All fenestration products comply 5,0: All wall and roof panels and assemblies comply ARE THERESPOF lb.o: Does not apply to category 2 - - L 1 1,0: All applicable provisions raompiy 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 2014 5th 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): 165MPW (3 sec gust) Exposure: C Risk Category: II Building Height: < 30' Mean Roof Height: <15' Enclosure Type: Sunrooms - Enclosed / THESE PLANS AND ALL BROPOSFD WORK ARE SULIIE.CT'PU AN' C",!`1F.TION8 REQUIRED Cf PIG; D INVTU^ r( iu Tf,AT MAY FEE NECESSARY I-N OROFN Ii) COMPLY WITH AU APPLICAbLI CCHS, >ORAiTACHMENTS SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING I8104FINE OF 5 $0. FT. FOR GROUND FLOOFS. UPPER PL00'RS. OPENINGU �� SHALL NOT BE LESS THAN 24'H OR 20AV SiLL NOT MORE THAN 44" ABOVE FLOOR. -i:, copy EXISTING PORCH ROOF TO REMAIN �t CUSTOM I FIXED GLASS Max Components and Cladding Pressures: Worst Case Wall Zone 5: +34.1/-40.6 psf EXISTING 2 STORY TYp• M. Abbreviations RESIDENCE SOLID The following Itst of abbreviations is not Intended to represent 4 OPENINGS PANEL -► all those used on these drawings, but to supplement the more TO REMAIN WALL common abbreviations used: TYP, - Typical SIM. - Similar ill-L UNO. - Unless Noted Otherwise CONT. - Continuous V•I,F - Verify In Field N. Responsibility LEFT ELEVATION 1. All site work shall be performed by a licensed contractor in SCALE: 1/4" I'-O" 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 acceptability 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 to, Any details not shown are to be engineered in accordance with standard engineering Practices, O, Miscellaneous I, This structure conforms with Catagory II Sunroom requirements• 2: Catagory II Sunrooms per AAMA/NPEA/NSA 2100-02 Section 1.0 General Requirements for Sunrooms Subnote 11 Electrical Requirements Subnote 1,1,1 (Egress Lighting required only) Subnote 1.1.2 : Exceptions: Catagory II Sunrooms are exempt from requirements for receptacle outlets, ?�1 + 014A S.M.S. SCREW w/ 1 f/2" S,S, NEOPRENE GASKET WASHER (1) SCREW a MAX 3" FROM EA SIDE 4 a MAX 1" O.C. - TTL OF Cu PER POLY -PANEL e FRONT EDGE w/ MIN, 1" EMBEV INTO BEAM e GABLE END SIDES MAX 12" O.C. EXISTING PANEL ROOF e SEE WALL SECTION 0 FOR AD01770N4L DEr,4/LS EXTR'D ALUMINUM 1.45" x 2.10" x 4" x .25" L - SHAPED CLIPS EXTR'D ALUMINUM 3" x 3" x 0.125" COL. EAVE / BEAM / COL. NOT TO SCALE APPLY STRUCTURAL SEALANT EXTR'D ALUMINUM 3" x 3" x 0.125" BEAM "14 x I" TEK SCREW C3) PER L- SHAPED CLIF TO BEAM TTL OF (6) (8) INTO COL. (4) EA _ SIDE - 2 ROWS OF 2 CONNECTION SECTION 14" (2) ANCHOR CLUSTER - MAX 4" SPACING e MEETING RAIL FOR NON -IMPACT MAX O,C, 511 4 (4) ANCHOR CLUSTER FOR IMPACT MAX 5" MAX -�� X X 13 1/4" MAX 5" MAX ANCHORS SAME AS HEAD REQUIRED SILL ANCHORS - 012 SMS OR EQUAL INTO 1/8" 6063-T5 ALUM PROVIDE 5 PITCHES MIN. PAST THREAD PLANE TYP. WRZ. WINDOW ANCHOR DETAI, TYP. ANCHOR INFO FOR FIXED GLASS 012 SMS OR EQUAL INTO 1/8" 6063-TB ALUM MIN, PROVIDE 5 PITCHES MIN. PAST THREAD PI-ANE 1/4" TAPCOINS INTO CONCRETE MIN, 1 1/4" EMBED 6" MAX FROM CORNERS 4 12" MAX O.C. FRAME HEAD / SILL / JAMBS TYP. ANCHOR INFO FOR SLIDING GLASS DOOR "14 SMS OR EQUAL INTO 1/6" 6063-T5 ALUM MIN, STRUCTURE 4 012 SMS OR EQUAL INTO 1/8" ALUM MULLIONS MIN, PROVIDE 5 PITCHES MIN. PAST THREAD PLANE I/4 TAPCONS INTO CONCRETE MIN, 1 I/4 EMBED TYP. ANCHORS IN PAIRS - 6" MAX FROM CORNERS 4 18" MAX O.G. a FRAME HEAD / SILL - _ 4 13 3/4" MAX r .inM.a (4) ANCHOR CLUSTER - MAX 6" SPACING e C/L OF STILES EXISTING PORCH ROOF TO REMAIN CUSTOM f I x >e FIXED GLASS u x " EXISTING TYP, 2 STORY SOLID - RESIDENCE it '� WALL PANEL S _ 4 OPENING TO REMAIN TYP: .- ,SOLID -PANEL. RIGHT ELEVATION SCALE: 1/4" = I'-O" .) d) Q SEE PRODUCT APPROVAL / NOA FOR TYP. CONNECTIONS FOR OPENING 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 - 014 x 3/4 TEK SCREW BEAM OR STAGGERED MULLION (TYP.) - - - - I SOLID PANEL li SILL FILLER l - \ " AS NEEDED (4) #14 x 1/4" APPLY BEAD TEK SCREWS STRUCTURAL SEALANT TYP (2) EA SIZE a - BTM OF PANEL (TYP,) MULLION MULLION 014 x 3/4' TEK SCREW a 16" O,C STAGGERED (TYP.) '/' FIXES (TYP.) GLASS 012 S,T,S, IF NOTED PER N,O,A, SEE PLAN I n, n I MULLION I-tn�-t�- f1 4 CLIP I •14 x 3/4" TEK SCREW r ! a 16" O,C, I � STAGGERED (TYP.) I �uI " (TYP,) wit U L.-.Jl.JI S,T,S, PER N,O.A, SLIDER V 11 WINDOW I-FF"--7TE OR �� SEE FLOOR II PLAN F " (TYP.) - ---- PER N,O,A. wl4 x 3/4" TEK SCREW MULLION a 16" O,C. - - - -� STAGGERED (TYP.) _ SILL SOLID PANEL KICK APPLY BEAD, I _ _ - _ _ STRUCTURAL _ �- _ _ SEALANT TYP. �` -T(4) 0I4 x 3/4" TEK SCREWS SILL (2) EA SIDE a \ BTM OF PANT (TYP ) OUTSIDE EDGE , ------- - - SEE SILL CONNECTION DETAIL WALL SECTION NOT TO SCALE \EXISTING 2 STORY REST \ I �4OPENINGS TO REM �A� CONTRACTOR TO /ERIFY TYPICAL ALUMINUM COL, SYMBOL KEY EXACT WINDOW SIZES A 3 x 3 x .125 HOLLOW ALUMINUM ❑$ 2 x 3 x .125 HOLLOW ALUMINUM ELECTRICAL SYMBOL OUTLET dl LIGHT C SWITCH EXISTING CONCRETE SLAB 4 FTG. TO REMAIN NON -HABITABLE UN-AIRCONDITIONED +/- 5' 8" U +/- 5' 8" U +/- 5' 8" U +/- 5' 8" U +/- 5' 8" SL W SL W SL W SL W SL W FLOOR PLAN SCALE: 1/4" - 1'-0" 1/4" x 2 1/2" FASTENERS OUTSIDE FACE 011: INTO EXISTING STRUCTURE EXISTING STRUCTURE /COLS, a 16" O,C, MAX, VERTICALLY APPLY CAULKING BETWEEN SILL 4 WALL TAPCONS FOR CONC. ",'/ LAG -BOLTS w/ WASHER 012 x 3/4" TEK SCREWS : 'R9ALL PANEL2 r:) FOR WOOD FRAME a RECEIVER CHANNEL :'e; oN�Y ,•,, TO WALL a MAX 12" O.C. VERT, A• " PLAN VIEW .090 RECEIVER CHANNEL ATTACHMENT TO EXISTING STRUCTURE FOR SOLID PANELS NOT TO SCALE INSIDE ROOM WALL PANEL U 3"x3"x0. z ALUMINU COL, (3) 014 x 3/4" TEK SCREWS EACH SIDE OF COLUMN SEE SILL CONNECTION FOR DETAIL PLAN VIEW (3) 014 x 3/4" TEK SCREWS CONT, 1.5" x 3" x .090" CLIP TO COLUMN EXTR'D ALUMINUM SILL 0 TYP 3" ALUM, COL, CONNECTIONS NOT TO SCALE PLAN VIEW TYP (3) 014 x 3/4" TEK SCREWS ` CLIP TO COLUMN WIN_ , MULLION CLIP TYP (3) 014 x 3/4" TEK/ 3" x 3" x 0.125" SCREWS SILL TO ALUMINUM OUT SIDE CORNER COL, ❑ OF COLUMN A INSIDE ROOM CONT, 1,5" x 3" x 'OSO" -EXTR'D ALUMINUM SILL BELOW _- WALL PANEL TYP. 3" ALUM. CORNER COL. CONNECTION AT SILL NOT TO SCALE INSIDE w •TAPCON SCREWS is 2" MIN OF = 4 ANCHOR BOLTS e 3" MIN ROOM z FROM CONCRETE EDGE I SILL CONNECTION TO CONCRETE 2" - 3" s MIN, (1) 3/8" x 2 1/2" TAPCON SCREWS MIN. ON EA SIDE OF UPRIGHT a 2" MAX 4 MAX 12" O.C. BETWEEN - OR - (U 3/8" x 3 3/4" ANCHOR BOLT ON EA SIDE OF UPRIGHT e 2" MAX UNIT WIDTH / LENGTH 4 MAX 16" O.C. BETWEEN SILL TO CONCRETE SLAB CONNECTION DETAIL NOT TO SCALE WALLS UNDER SUNROOM SYSTEM PORCH ENCLOSURE SOLARIUM PER AAMA/NPEA/NSA 2100-02 THIS STRUCTURE MEETS SUNROOM CATEGORY "II" REQUIREMENTS PRODUCT APPROVAL SUBMITTAL AFFIDAVIT THE FOLLOWING PRODUCTS WILL BE THE JENKINS RESIDENCE INSTALLED IN THE STRUCTURE LOCATED AT: 124 PEPPER LANE JENSEN BEACH, FL 34951 PROD, DESIGN PRODUCT PRODUCT MANUF, MODEL * PRESSURES APPROVAL SLDING GLASS DOOR +16 -85.0 PSF LAWSON 9200 IMPACT FL 15441.4 HRZ, WINDOW +/- 80 PSF LAWSON HS 8100 IMPACT FL 15428,3 FIXED WINDOW +/- 18,0 PSF LAW50N 4200/6200 IMPACT FL 15429.2 MULLIONS +/- 54 PSF LAWSON I x 3 IMPACT Alum, NCA 11-0222,13 STRUCTURAL + 4'3 -10 PSF ELITE 3" x 0.032"x 2" EP5 IMPACT FL 12225,1 WALL /KICKS Aluminum Composite Panel 1 HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY THE CURRENT CODE PROVISIONS, AS SIGNED, SEALED 4 DATED HERE,,. = DEC 2 9 2017 PErMll-TING St. Lucie Goimty, FL Y� 1 a) b O :4 � O O a 0, Q m wd 00 Z U 00 ZC��:)a °'3a� w O 0o04 a rn Uj1-L 7 ZZ� lu �•1 LU`ZX' Q LL 111 1 �-t LU 0- ' LU 1-L Z Z � N LU Uj z V lil �Q so a 01 J - 01 QC oMEDt� Q- 3 U_ U ,i Qj• to Z to�m '"s ., U13 mom, N J A p�p- 1L- Q Q 0 a Copyright 2011 All rights reserved, REVISION DATE JOB M 11123 DATE : 12/5/11 SHEET 1 of 1