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HomeMy WebLinkAboutConstruction PlansGENERAL NOTES 1605 ( ULT J 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 1j" Min, thickness, exposure I structural sheathing 5. In all instances where aluminum comes into contact with pressure treated wood, provide dielectric separation B. Concrete N/A (See 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 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: Ashras Winter U Value = .25 Ashrae Winter R value - 4,0 Solid Wall Panels I. Aluminum panel skin Is Alloy 3105 - H14/1-125 and Is 0.024" thick min, 2, Panel Core Foam is Preformed Expanded POlysterens Board (EPS), F. Sealant .. 1. All sealant conforms to TT - S - 001543 - A, TT - S - 002306, ASTM C - S20 Type S, Grade NS, 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 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 screws shall be 4a" x 2 V2" min„ Simpson, Hllti, 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 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 - S 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 connectors shall comply with ASTM A653 Class G - IB I, Site Preparation I. Foundation systems must be placed on clean, compacted, termite -treated fllVsotl 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 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 masts 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: Wind Velocity (ULT): 160MP4-4 (3 see gust) Exposure: B Rlsk Category: II Building Height: < 30' Mean Roof Height: <I5' Enclosure Type: Sunrooms - Enclosed Max Components and Cladding Pressures: Wall Zone 4: +27.5/-30.2 psi... Wall Zone 5: +21,5/-33.5 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 - Verify In Field N. Responsibility I, All site work shall be performed by a licensed contractor in accordance with applicable buTldtng codes, local ordinances, etc. 2. Contractor shall verify all dimensions and details, notlfying 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 6, Any details not shown are to be engineered in accordance with standard engineering Practices. O. Miscellaneous I. This structure conforms with Catagory 11 Sunroom requirements. 2: Catagory 11 Sunrooms per AAMA/NPEA/NSA 2100-02 Section 1,0 General Requirements for Sunrooms Subnote 1,1 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. JOB SPECIFIC NOTES GENERAL NOTES 1: CONSTRUCTION TO FOLLOW THE REQUIREMENTS OF THE FLORIDA BUILL'ING CODE 2011 6TH EDITION 4 WIND CRITERIA PER ASCE 1-10. 2: NO MRESS 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 REQURED TO BE SHUTTERED - PER FBC 2011 6TH EDITION 4: ELEYATIONS ARE REPRESENTATIVE ONLY FOUNDATION 4 SLAB NOTES ` V EXISTING CONCRETE SLAB 4 FTG, TO REMAIN 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 7.0 GENERAL REQUIREMENTS FOR SUNROOMS 5U5NOTE 1.7 ELECTRICAL REQUIREMENTS 5UBNOTE 1.1.1 : (EGRESS LIGHTING REQUIRED ONLY) 5UBNOTE 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 PANE_ SPARES 3. PLACEMENT OF ALL ELECTRIC COMPONENTS BY A LICEN5ED ELECTRICAL CONTRACTOR 4, EGRESS LIGHT REQUIREMENT: MEW LIGHT 4 SWITCH OR EXISTING LIGHT OR SOLAR POWERED LIGHT MAY BE USED) 5, ENGINEER OF RECORD NOT RESPONSIBLE FOR ELECTRICAL WORK, ADDITIONAL OUTLETS / CEILING FANS / LIGHTS / SWITCHES MAY BE INSTALLED PER ALL THE REQUIREMENTS AS LISTED ABOVE, WiTHOUT FURTHER COMMENT FROM THE ENGINEER OF RECORD, TYP. ANCHOR INFO FOR SWING DOOR 014 SMS OR EQUAL INTO 1/8" 6063-T5 ALUM MIN, PROVIDE 5 PITCHES MIN, PAST THREAD PLANE 5/16 TAPCONS INTO CONCRETE MIN. 11/2n EMBED lU 5 3/4" 4 Il 3/4" MAX FROM CORNERS 4 12 3/4" MAX O.C. a FRAME HEAD / SILL 5" MAX FROM CORNERS 4 11 1/4" MAX O.C, a JAMBS TYP. ANCHOR INFO FOR FIXED GLASS 012 SMS OR EQUAL INTO 1/8" 6063-T5 ALUM MIN. PROVIDE 5 PITCHES MIN, PAST THREAD PLANE 1/4" TAPGONS INTO CONCRETE MiN. 1 114" EMBED 6" MAX FROM CORNERS 4 12" MAX O,C. FRAME HEAD / SILL / JAMBS TYP. ANCHOR INFO FOR SH WINDOW •14 SMS OR EQUAL INTO 1/8" 6063-T5 ALUM MIN: PROVIDE 5 PITCHES MIN, PAST THREAD PLANE a FRAME HEAD (1) 6" FROM EACH CORNERS 413 3/4" MAX O.C. TTL OF (4) 4 a JAMBS (1) 6" MAX FROM CORNERS 4 9 1/8" MAX O,C. BELOW MEETING RAIL 4 10 114" MAX O,C. ABV MEETING RAIL TTL OF: (0) --No SCREWS_a SILL EXISTING COVERED PORCH `. v OOF ABOVE TYP. SOLID PANEL FILLER EXISTING +' RESIDENCE Q 4 OPENINGS' " TO REMAIN ,+ TYP. SOLID PANEL KICKS RIGHT ELEVATION SCALE: 1/4" - 1'-0" (2) ANCHOR CLUSTER - MAX 4" SPACING 14" a MEETING RAIL FOR NON -IMPACT MAX RR66 O,C, 4 (4) ANCHOR CLUSTER FOR IMPACT Ell O, MAX,r-4 T 1 i i i-frp" MAX 13 1/4" 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 ELECTRICAL SYMBOL LIGHT SWITCH $ TYPICAL ALUMINUM COL. SYMBOL KEY ® 3 x 3 x .125 HOLLOW ALUMINUM © 2 x 3 x ,125 HOLLOW ALUMINUM C SEE PRODUCT APPROVAL / NOA FOR TYP. CONNECTIONS FOR OPENINGS APPLY STRUCTURAL SEALANT AS NEEDED FOR WATERPROOFING EXISTING ROOF IS NOT SUPPORTED BY WALLS CONNECTION TO EXISTING STRUCTURE (1) 1/4" x 2 1/2" SCREWS ON EA SIDE OF UPRIGHT a 2" MAX 4 MAX I6" O.G. BETWEEN TAPCONS FOR CONC. / LAG -BOLTS w/ WASHER FOR WOOD I r EXISTING STRUCTURE SILL (GONG, / WOOD) 014 x 3/4" TEK SCREW tULLION: 3 a 12" O,C. 4 CLIP I (TYP.) 11 - iFIC-7f1, (TYP.) �� 012 S.T,S. FIXED PER N.O,A, GLASS ��I n OR SOLID FILLER �,LII IF SHOWN SEE FLOOR PLAN MULLION// L 4 CLIP II _�._- FAT- OR SEE FLOOR PLAN MULLION v 4 CLIP (TYP.) 1 012 S.T.S. PER N.O,A, MULLION (TYP,) •12 S.T.S. " PER N.O.A. SLIDER WINDOW FIXED GLASS SEE PLAN I I II LLX� (TYP.) •12 S.T.S. PER N.O.A. I FIXED GLASS •14 x 3/4" TEK SCREW ,a 12" O.G. (TYP.) SILL SEE SILL CONNECTION DETAIL WALL SECTION i \EXISTING COVERED PORCH ROOF ABOVE EXISTING RESIDENCE 4 OPENINGS TO REMAIN TYP..SOLIDr`- PANEL :IGIGICB.. LL7/1AIT CI C�iATI/11J SCALE. 114" -_ 1'-0" `EXISTING RESIDENCE 4 � OPENINGS TO REMAIN iG ITCH \\\\\ \, 0 EXISTING COVERED PORCH t CONCRETE TO REMAIN A or H in NON_ --HABITABLE O � J UN-AIRCONDITIONED ® Aor6 +/- 4'-1" SL W 4'-1" SL W FLOOR PLAN SCALE: 114" = 1'-0" O� z u NOT TO SCALE 114" x 2 1/2" FASTENERS OUTSIDE FACE OF INTO EXISTING STRUCTURE EXISTING STRUCTURE / COLS, a 16" O.C. MAX. VERTICALLY APPLY CAULKING BETWEEN SILL_ 4 WALL °:':: «'°_;::':•::' TAPCONS FOR GONG. / • �' ' •"^ "•' LAG$OLT5 w/ WASHER 014 x 3/4" TEK SCREWS r'-'< lltAu PANE �; :' FOR WOOD FRAME a RECEIVER CHANNEL r• e•^' ONLY .v; :;T TO WALL PANEL a MAX 12" O.C. 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 16" O.C. MAX. VERTICALLY APPLY CAULKING 7717 BETWEEN SILL 4 WALL PLAN VIEW 014 x 3/4" TEK SCREWS A OR B INSIDE ROOM a RECIEVER CHANNEL ALUM COL CHANNEL TO COLUMN 12" O.C. VERT. �RECIEVER 014 x 3/4" TEK WALL PANEL - SCREWS a 12" O.G. (2) 014 x 3/4" TEK, SCREWS / WINDOW SILL TO PANEL a I6" O.G. a RELIEVER - J� - CHANNEL TO COLUMN GABLE ATTACHMENT TO EXISTING STRUCTURE NOT TO SCALE INSIDE ROOM (3) 014 x 3/4" TEK SCREWS , ECW SIDE OF COLUMN / [L - SEE SILL U CONNECTION U 3" x 3" x 0.128" FOR DETAIL p ALUMINUM WALL COL' PANEL PLAN VIEW 014 x 3/4" TEK TYP GONt, 1,5" x 3" x .055" SCREWS is 12" O.C, (4 TTL) 014 x 3/4" TEK SCREWS EXTR'D ALUMINUM SILL (2) T 4 B OF CLIP TO COLUMN ® TYP 3" ALUM. COL. CONNECTIONS NOT TO SCALE -e INSIDE � +TAPCON SCREWS a 2" MIN OF s 4 ANCHOR BOLTS a 3" MIN ROOM z FROM CONCRETE EDGE I SILL CONNECTION TO CONCRETE 2" MIN. (1) 3/8" x 2 1/2" TAPCON SCREWS MION EA SIDE OF UPRIGHT a 2" MAX 4 MAX 12" O.G. BETWEEN - OR - (1) 3/6" x 3 3/4" ANCHOR BOLT ON EA SIDE OF UPRIGHT a 2" MAX UNIT WIDTH / LENGTH 4 MAX 16" O.G. BETWEEN SILL TO CONCRETE SLAB CONNECTION DETAIL NOT TO SCALE _ THE EXISTING VERTICAL LOADING/UPLIFT HAS NOT CHANGED WITHIN THE SCOPE OF THIS PROJECT THEREFORE ONLY SHEAR LOADING WILL BE ADDED TO THE EXISTING SLAB/FOUNDATION. THE ADDITIONAL ALUMINUM COLUMNS WITH THE CONNECTION TO THE SLAB ARE STRUCTURALLY SOUND FOR THE ADDITIONAL WIND LOADING FOR THIS PROJECT AND THEREFORE REQUIRE NO ADDITIONAL FOUNDATION. WALLS UNDER SUNROOM SYSTEM FORCH ENCLOSURE PER AAMA/NPEA/NSA 2100-02 THIS STRUCTURE MEETS SUNROOM CATEGORY "III' REQUIREMENTS PRODUCT APPROVAL SUBMITTAL AFFIDAVIT THE FOLLOWING PRODUCTS WILL BE THE PIRONTI RESIDENCE CT INSTALLED IN THE STRUCTURE LOCATED AT: PORT SUMUCIE, LLD S PORt ST. LUGIE, FL 34982 PROD. DESIGN PRODUCT PRODUCT PRESSURES MANUF- MODEL " APPROVAL DOOR +60 -11 PSF LAWSON 2200 LaPORTE IMPACTOBA a-H-1vi13�iB�9� SINGLE HUNG +/- 80.0 PSF LAWSON SERIES 1100 SH IMPACT FL 15412,3 WINDOW HRZ. WINDOW +/- 65 PSF LAWSON SERIES 8100 HS IMPACT NOA 19-0108.09 STRUCTURAL 3" x 0,032"x 20 EPS IMPACT WALL / KICKS + 43 -10 PSF ELITE Aluminum Composite Panel FL 12225 1 I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCECOPY _ TO THE WIND LOADS AND FORCES if SPECIFIED BY THE CURRENT CODE (Z o (2�00 PROVISIONS. O it CcI%) Ok AS SIGNED, SEALED 4 DATED HERE... CO aODE COMPLIANCE ST. L CIE,COrU71, A°O i I; C)it W Cn Cn W m � rn , •�i M F� y4� N Q m 00 U °O z0�D� 0 � -4 O if) p"F0�00 CNA jjj j-- Co U Uj _U u1 U- y� (Y- W n OLT z to to LU 0 61 WE to %? I I LL V di 0 40 -0 LL QL (L 0 LL a Copyright 2020 - 1 All rights reserved. ! REVISION DATE JOB 0 2011 DATE : 10-14-20 SHEET l of l l' i