The URL can be used to link to this page

Home My WebLink AboutPLAN JOB SPECIFICATIONSGENERAL NOTES 160E ( ULT ) A. Wood: 1. 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 -2 Cade orequivalent 9 4. Wood structural panels obeli be e I structural sheathing p 'h Mtn. thickness, exposure g 5. In all Instances where aluminum comes into contact with pressure treated wood, provide dielectric separation B. Concrete: N/A (I. Site Preparation : For Existing Concrete) C. Masonry: N/A D. Aluminum 1. 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 - specifications for aluminum structures - allowable stress design: or "Part I-B - 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 1. 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 - H14/1425 and Is 0.024" thick min. 2. Panel Core Foam is Preformed Expanded Polysterene Board (EPS), F. Sealant .. 1. All sealant conforms to TT-5-001543-A, TT-5-002306, ASTM C - 1320 type S, 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 -migratory. H. Fasteners 1. 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 arrows shall be 4" x 2 I@" min., Simpson, HIM, 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 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 to 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 treated wood, or otherwise noted on plans S. All fasteners shall comply with ASTM A153 10. All connector& shall comply with ASTM A653 Class G - IS I. Site Preparation 1. Foundation ayateme 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 aild 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 1.0: 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 2011 6th 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 Velocit (ULT)' I60MPH (3 aec ust) Ex osure' B Risk Categor • II JOB SPECIFIC NOTES GENERAL NOTES I: 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 BY 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 SLAB/FOUNDATION NOTES , . EXISTING SLAB 4 FOUNDATION TO REMAIN ELECTRICAL NOTES 1: 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: MEW LIGHT 4 SWITCH OR EXISTING LIGHT OR SOLAR POWERED LIGHT MAY BE USED) S. ENGINEER OF RECORD NOT RESPONSIBLE FOR ELECTRICAL WORK. SUNROOM CATEGORY "ll" 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 SUSNOTE 1.1.1 : (EGRESS LIGHTING REQUIRED ONLY) SUBNOTE ',7,2 : EXCEPTIONS: CATEGORY II SUNROOMS ARE EXEMPT FROM REQUIREMENTS FOR RECEPTACLE OUTLETS. 4LL AREAS OF ROOF CONNECTIONS TO BE SEALEL FLASHED AS REQUIRED FOR WATERPROOFING 014A x ROOF SCREW w/ MIN 1 1/2 EMBED, APPLY STRUCTURAL ( PER PANEL SIZE ) WITH NEO-WASHER SEALANT TO ROOF SCREWS a 8" O.G. MAX. PER PANEL 4 POLY PANEL FLASHING (2) PT 2 x 6 RIDGE SHOE PLATE 4 a w/ (2) 3/8" LAG SCREWS - SEALANT MIN 1 1/2" EMBED. s EACH TRUSS - MAX 24" O.C. \ ATTACH SOLID PANEL FILL EXISTING ROOF ON FRONT 4 SIDES TO REMAIN w/ EXTR'D .OSO ALUM RECEIVER CHANNEL FOR SOLID PANEL CUT EXISTING STRUCTURE SCREWED TO ROOF PANEL EXISTING w/ 014 x 3/4" TEK SCREW ROOF O.H. SOLID PANEL SCREWED TO a B" O.C. NEW RECEIVER CHANNEL SCREWED TO EXISTING ROOF SUNRooM w/ s14 x 3/4" TEK SCREW w/ -14 x I" WOOD SCREWS SEE PLAN a 12" O.C. FRONT SIDE e 8" O.C. POLY PANEL ROOF TO EXISTING ROOF CONNECTION DETAIL NOT TO SCALE y g p y Building Height: < 30' Mean Roof Height: <15' Enclosure Type: Sunroome - Enclosed Max Components and Cladding Pressures: Roof Zone I: +12.2/-32.3 par... Roof Zone 2 4 3: +12.2/-38.2 per Wall Zone 4: +21.5/-30.2 per... Wall Zone 5: +21.5/-33.5 per CUT EXISTING ROOF O.H. M. Abbreviations The following [let of abbreviations Is not Intended to represent all those EXISTING RODE used on these drawings, but to supplement the more common abbreviations o 2" SOLID PANEL used: TYP. - Typical SIM. - Similar UNO. - Unless Noted Otherwise CONT. - Continuous V.I.F - Verify In Field h rK N, Responelbility EXISTING I. All site work shall be performed by a licensed contractor in accordance RESIDENCE.. with applicable building codes, local ordinances, etc, r'- 4 OPENINGS 2. Contractor shall verify all dimensions, and details,, notifying engineer of any PTO REMAIN 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 _EFT ELEVATION 5, Refer to the manufacturers shop drawing for further details SCALE: 1/4" - 11-0" 6. Any details not shown are to be engineered in accordance with standard engineering Practices. O. Miacellanecue I. This structure conforms with Catagory 11 Sunroom requirements. 2: Catagory II Sunroome per AAMA/NPEA/NSA 2100-02 CUT EXISTING Section 1.0 General Requirements for Sunroome ROOF O.H. Subnote 1.1 Electrical Requirements d Subnote 1.1.1 (Egress Lighting required only) EXISTiNCs ROOFFFF Subnote 1.1.2 : Exceptions: Catagory II Sunroome are +/ n„ exempt from requirements For receptacle outlets. SOLID PANEL O.H. EXISTING y RESIDENCE 4 OPENINGS a " TO REMAIN SOLID PANEL RIGHT ELEVATION SCALE: 1/4" - 1'-0" IJ Q +V EXISTING I STORY RESIDENCE 4 OPENINGS TO REMAIN 014A S.M.S. SCREW w/ 1 1/2" S.S. NEOPRENE GASKET WASHER TYP (1) SCREW a MAX 3" FROM EA SIDE 4 u a MAX 1 - fl) O Y- O.C. TTL OF PER P L PANEL SEALANT !EXTERIOR a FRONT EDGE w/ MIN. I EMBED INTO BEAM ONLYK-,_.�GGABLE END SIDES a MAX 12" O.G. \s12 x 3/4" y SEE WALL SECTION SMS s FOR ADDITIONAL SCREW Is, DETAILS e I6" O.G. 9 MAX, g EXTR'D ALUMINUM APPLY STRUCTURAL UNIVERSAL GUTTER/ SEALANT GUTTER FASCIA EXTR'D ALUMINUM 3" x 3" x 0.125" BEAM EXTR'D ALUMINUM 1. x x x -14 x I" TEK SCREW .25° - SHAPED L -SHAPED CLIPS (3) PER L- SHAPED CLIP TO BEAM TTL OF (6) EXTR'D ALUMINUM l8J INTO COL. (4) EA 3" x 3" x 0.125" COL. SIDE - 2 ROWS OF 2 EAVE / BEAM / COL. I CONNECTION SECTION NOT TO SCALE 1411 (2) ANCHOR CLUSTER - MAX 4" SPACING a MEETING RAIL FOR NON -IMPACT MAX OO..C. 4 (4) ANCHOR CLUSTER FOR IMPACT So MAX �5" MAX �� \ mil• 131/4" MAX 5" MAX ANCHORS SAME AS HEAD REQUIRED a SILL ANCHORS - 012 SMS OR EQUAL INTO 1/8" 6063-T5 ALUM MIN. PROVIDE 5 PITCHES MIN. PAST THREAD PLANE TYP. HRZ. WINDOW ANCHOR DETAIL _ NTS TYP. ANCHOR INFO FOR SWING DOOR 014 SMS OR EQUAL INTO 1/8" 6063-TD ALUM MIN. PROVIDE 5 PITCHES MIN. PAST THREAD PLANE 5/16" TAPCONS INTO CONCRETE MIN. 1 1/211 EMBED el) 5 3/4" 4 II 3/411 MAX FROM CORNERS 4 12 3/4" MAX O.G. a FRAME HEAD / SILL 5" MAX FROM CORNERS 4 11 1/4" MAX O.C. a JAMBS TYP. ANCHOR FOR SLIDING GLASS DOOR 014 SMS OR EQUAL INTO 1/8" 6063-T8 ALUM MIN, STRUCTURE 4 012 SMS OR EQUAL INTO 1/8" ALUM MULLIONS MIN. PROVIDE 5 PITCHES MIN. PAST THREAD PLANE 1/4" TAPCONS INTO CONCRETE MIN. 1 1/4" EMBED TYP. ANCHORS IN PAIRS - 6" MAX FROM CORNERS 4 18" MAX O.C. a FRAME HEAD / SILL 4 13 3/4" MAX O.C. • JAMBS (4) ANCHOR CLUSTER - MAX 6" SPACING a CIL OF STILES FRONT ELEVATION SCALE: 1/4" - 1'-0" ELECTRICAL SYMPOL OUTLET LIGHT SWITCH $ TYPICAL ALUMINUM COL. SYMBOL KEY 3 x 3 x .125 HOLLOW ALUMINUM B 2 x 3 x .125 HOLLOW ALUMINUM 6'SLW ro'SLW 0 6'SLW SUNROOM IS NON -HABITABLE 4 UN-AIRCONDITIONED SLAB/FOUNDATION NOTES EXISTING SLAB 4 FOUNDATION TO REMAIN 3065 ro' SL W A FIR n 6' SL W FLOOR PLAN SCALE: 1/4" - I'-O" SEE PRODUCT APPROVAL / NOA FOR TYP. CONNECTIONS FOR OPENINGS GABLE -END WALLS CONNECT SILL DIRECTLY TO ROOF PANEL U.N.O. FRONT WALL SECTIONS SEE EAVE DETAIL FOR ROOF CONNECTION - - 014 x 3/4" TEK SCREW BEAM a 16" O.C. OR - - _ = STAGGERED MULLION (TYP,) APPLY BEAD SOLID PANEL STRUCTURAL - _ SEALANT TYP. SILL ill FILLER ilk AS NEEDED (4) 014 x 3/4" TEK SCREWS (2) EA SIDE a BTM OF PANEL _ _ _ (TYP.) MULLION 014 x 3/4" I TEK SCREW ! • 1611 O.C, STAGGERED (TYP.) FT\" ul (TYP.) P-ER N.O.A. 71 II II II II �® OR SLIDER I I I A l l �� B WINDOW TF07T TFv'-7 I FLSEE OOR PLAN LLI (TYP.) 012 S.T.S. - �• - - I PER N.D.A. -14 x 3/4" TEK SCREW MULLION a 16" O.C. STAGGERED (TYP.) SILL/ U SOLID II APPLY BEAD PANEL STRUCTURAL KICK SEALANT TYP. II -- - - --- Vk- - (4) 014 x 3/4" TEK SCREWS SILL (2) EA SIDE a \ BTM OF PANEL - - - - - (TYP.) : - - OUTSIDE EDGE SEE SILL CONNECTION DETAIL WALL SECTION NOT TO SCALE CONTRACTOR TO VERIFY EXACT WINDOW -41ZES El CUSTOM 3068 6' SL W A +/- 2' 3" FG FIR 6'5LW ID 114" x 2 1/2" FASTENERS OUTSIDE FACE OF INTO EXISTING STRUCTURE EXISTING STRUCTURE / COLS. a Iro" O.G. MAX. VERTICALLY APPLY CAULKING BETWEEN SILL 4 WALLTAPCONS FOR CONC. / -12 ' F^" ` PANELrt LAG -BOLTS w/ WASHER x 3/4" TEK SCREWS +1�ALL r ! FOR WOOD FRAME a RECEIVER CHANNEL TO WALL PANEL ID MAX 12" O.C. VERT. PLAN VIEW OeO" RECEIVER CHANNEL ATTACHMENT TO EXISTING STRUCTURE FOR SOLID PANELS NOT TO SCALE INSIDE ROOM WALL PANEL U 3" x 3" x O, I 1 � z ALUMiNUP t _ 0 - COL. (3) 014 x 3/4" TEK SCREWS EACH SIDE OF COLUMN - , !SEE SILL CONNECTION J 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 TYP 3" ALUM. COL. CONNECTIONS NOT TO SCALE PLAN VIEW TYP (3) 014 x 3/4" TEK SCREWS CLIP TO COLUMN TYP (3) 014 x 3/4" TEK SCREWS SILL TO OUT SIDE CORNER OF COLUMN WIN, INSIDE ROOM CONT. ' - 1.5" x 3" X .090" 1 I EXTR'D ALUMINUM SILL BELOW d V V x 3" x 0.125" ALUMINUM ' COL. WALL c+Awl'CI TYP. 3" ALUM, CORNER COL, CONNECTION AT BILL NOT TO SCALE INSIDE -+ ANCHOR BOLTS a 3" MIN ju OF = FROM CONCRETE EDGE c ~ ROOMrT SILL CONNECTION t0 CONCRETE 1I (1) 3/8" x 3 3/4" ANCHOR BOLT S MIN. ON EA SIDE OF UPRIGHT a 2" MAX 4 MAX 16" O.C, BETWEEN UNIT WIDTH / LENGTH SILL TO CONCRETE SLAB CONNECTION DETAIL NOT TO SCALE !�kE'iHE R�sNCIdSi�iLfi V Up �H� MTRACTCP OF RECOPY SUN 4 SHADE SUNROOM PORCH ENCLOSURE PER AAMA/NPEA/NSA 2100-02 PHIS STRUCTURE MEETS SUNROOM CATEGORY 'T" REQUIREMENTe PRODUCT APPROVAL SUBI"iITTAL AFFIDAVIT THE WRIGHT RESIDENCE THE FOLLOWING PRODUCTS WILL BE 6852 BRONTE CIRCLE INSTALLED IN THE STRUCTURE LOCATED AT: PORT ST. LUCIE, FL 32961 PRODUCT PROD, DESIGN PRODUCT PRESSURES MANUF, MODEL - APPROVAL FRENCH DOOR +/- 86 PSF LAWSON 2200 LaPORTE IMPACT NOA 14-0908.01 SLIDING GLASS DOOR +16 -95.0 PSF LAWSON '3200 IMPACT NOA 14-0908.02 HRZ. WINDOW +/- 80 PSF LAWSON HS 8100 IMPACT NOA 11-0222.14 ROOFING MATERIAL +/ 8o PSF ELITE 4" x 0.024"x 20 EPS Aluminum Composite Panel FL 1561.1 STRUCTLRAL WALL / KICKS + 43 -10 PSF ELITE 3" x 0.032"x 28 EPS IMPACT Aluminum Composite Panel FL 12225.1 MULLIONS +/- 54 PSF LAWSON I x 3 IMPACT Alum. NOA I1-0222.13 1 HAVE REVIEWED THE ABOVE lSo2-�5z8 SCANNED ST. LUC ^nT �ti Ri TT n SiON COMPONENTS AND CLADDING, I 1Fy, 'r i( i t)d COI:PI AND HAVE APPROVED THEIR Ai ILtt LD By Stbr1,''�nUlllyl USE iN THE STRUCTURE TO DATE AND PERMIT MUST E KEPT ON JOB PROVIDE ADEQUATE RESISTANC L;krs �9I1�SP15�TIA,VIitiL EASADE. TO THE WIND LOADS AND FORCES SPECIFIED BY THE CURRENT COP PLANS AND ALL PROPOE D WORKPROVISIONS. AFIE SUBJECT TO ANY CORRECTIONS AS SIGNED, SEALED 4 DATED HIRE BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO S9MPkY WITH AU APPUCABLA 00DL'1, PERMIT - 18020528 REVISED POLY PANEL ROOF TO EXISTING ROOF CONNECTION DETAIL FILE COPYlo�/S A °° O M M O o� W . 9 M I� C7 W"Z�� z�CIO) �w�E~ `�OoF ww0��0 fT� rn �-1-Lr- LUo U 61 z Urn Q U � J-1-� LU yj z U o� V N I— 0- CA � M , 1- - CP ig O Z z� > z 0- d W , _ W `W W id %3 a Copyright 2017 All rights reserved REVISION DATE 1-3-IS JOB - 11105 DATE . 11/28/11 SHEET 1 cif 1