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HomeMy WebLinkAboutREVISION 6-1-18GENERAL NOTES 165C ( ULT ) A. Wood: I, All lumber on or below grade shall be ACQ Pressure Treated Southern Yellow Plns 02 Grade (Fb - 1: psi min,) 2. All lumber above grade (non -decking) shall be Southern Yellow Pine #2 Grade 3. All framing lumber shall be hem -fir •2 grade or equivalent 4. Wood structural panels shall be i5" Min. thickness, exposure I structural sheathing 5. In all Instances where aluminum comes Into contact with pressure treated wood, provide dielectric sep ,anon 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 - 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, Solid Wall / Roof Panels I. Aluminum panel skin is Alloy 3105 - H14/1425 and Is 0.024" thick min, 2, Panel Core Foam is Preformed Expanded Polyeterene Board (EPS). F. Sealant ., 1. All sealant conforms to TT - S - 001543 - A, TT - 8 - 002306, ASTM C - 920 Type S, Gradd INS, Class 25. Sealant to be used for structural adhesion t to prevent water Intrusion. G. Gaskets .. 1. All gasket* 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 4" x 2 15" 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 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 S. All fasteners connecting aluminum components or pressure treated lumber are stainless steel type 300 18 - 8 unless manufacturer galvanized bolts epeciffee 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 1. Foundation systems must be placed on clean, compacted, termrte-treated fill/soil with vapor barrier. 2. Exreting Foundation, footing and slab if noted on the Floor Plan have been evaluated t 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 S.O: All wall and roof panels and assemblies comply (P.O! 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, t mast* the requirements of the Florida Building Code, Residential 2011 6th Edition t Amendments t ASCE 1-10 per Section R301.2,1.1, t all applicable sections of R301 design criteria, Design Criteria: Wind Velocity (ULT): 165MPH (3 sec gust) Exposure: C Risk Category: 1 Building Height: < 30, Mean Roof Height: <I5' Enclosure Type: Screenroom - Open 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 to accordance with applicable building codes, local ordinances, etc. 2. Contractor shall verffy 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 "Screenroom" room A addition elements as provided by the contractor 'EXISTING RC OFF 4. All details on these drawings are engineered based on information TO REMAI 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. j COUNTER FLASHINrs SILICONE SEALANT 014 x 3/4" TEK SCREW I EXISTING ROOF e 1" O.C. MAX TOP t BOTTOM OF PANEL EVENLY SPACED SEALANT ' �I EXISTING WOOD POLY ROOF PANEL , I STRUCTURE • 3/8" x 3" \ LAG BOLT FASTENERS - w/ WASHER I I RIDGE CONNECTED STAGGERED \ ( DIRECTLY TO INTO WOOD I EXISTING MAIN STRUCTURE II WOOD FRAME ® 16" O.C. MAX. _ _ J J� STRUCTURE REMOVE SIDING OR EXTR'D .090 ALUMINUM RIDGE FACADE OF ANY KIND USE PROPER SIZE FOR FANEL PANEL ATTACHMENT TO EXISTING STRUCTURE NOT TO SCALE TYP. ALUM .0%0" RIDGE RECEIVER USE PROPER SIZE FOR PANEL CONNECT RIDGE TO BEAM TYPICAL w/ 014 x 3/4" TEK SCREWS i 6" O.C. SIDE BEAM CONNECTION a CORNER COL w/ 3" x 3" x 5" x .125" "U" CLIP FLASH / CAULK w/ (6) 012 x I" S.M.B. EA. SIDE TOTAL OF (I:) TYP. POLY CLIP CAN BE ANGLED TO MATCH BEAM ROOF PANEL CONNECT CLIP TO COL. w/ (1) 1/2" THRU BOLT SAME BOLT USED TO SECURE SMB TO COL. 1 w/ (4) 012 x I" S,M.B. - OR w/ (6) 012 x I" S.M.S. _ CONNECT ROOF PANELS TO RECEIVER CHANNEL w/ 014 x 3/4" TEK SCREWS o T" O.C. MAX ON TOP / STM TYPICAL CORNER RIDGE SELF MATING BEAM TYP. CONNECTION o CENTER 3 x 3 ALUM COL. 2 x 5 SMB w/ (2) 1/2" THRU BOLTS AND WASHER8 CUT COL TO RECEIVE SMB CORNER RIDGE BEAM / COL. CONNECTION DETAIL NEW SUNROOM t BALCONY w/ SAFETY RAILING TO REMAIN PER PERMIT 01112-0162 POLY PANEL ROOF r r r L EXISTING 2 STORY RESIDENCE ! r t OPENINGS 1- TO REMAIN r r SIDE ELEVATIONS SCALE: 1/4" - 1'-0" +/- 12" O.H. T 0 NOT TO SCALE APPLY BEAD OF STRUCTURAL SEALANT • USE SNAP ON FASCIA IF GUTTER NOT USED I 014A S,M,S, SCREW w/ 1 1/2" S.S. NEOPRENE GASKET WASHER 1 (1) SCREW B MAX 3" FROM EA SIDE t t e MAX 1" O.C. (1) PER POLY -PANEL ie FRONT EDGE t GABLE END SIDES a MAX 12 O.G. w/ MIN. I" EMBED INTO BEAM p POLY ROOF PANEL CJ Ip (USE PROPER GUTTER, FASCIA t RIDGE PARTS t0 . FIT PANEL) NOTCH ALUMINUM COL. III ❑ III FOR 2 x 5 SMB _ ATTACH w/ (2) 1/2" THRU BOLTS t WASHERS ROOF / BEAM / COL. / CONNECTION SECTION NOT TO SCALE TYP. ALUM .0SO" RIDGE RECEIVER USE PROPER SIZE FOR PANEL CONNECT RIDGE TO BEAM w/ 014 x 3/4" TEK SCREWS • 6" O.G. TYP. POLY ROOF PANEL FLASH t CAULK TYPICAL .rs" "U" CLIP SIZED FOR 2 x S SMB CORNER RIDGE BEAM 0 CONNECTED TO EXISTING STRUCTURE w/ (3) 3/8" LAG BOLTS w/ MIN. 1 1/2" EMBED QO O TYPICAL RIDGE SELF MATING BEAM CONNECTION • TYPICAL .125" "U" CLIP w/ (3) 1/2" THRU BOLTS AND WASHERS CORNER RIDGE BEAM / STRUCTURE CONNECTION NOT TO SCALE LISTING ROOF TO REMAIN POLY PANEL ROOF Dx1 CREE MESH r r r r r r f r r r r r r r r r FRONT ELEVATION SCALE: 1/4" - 1'-& 12" O.H. r r in y O r r UD A❑Ii 4 II Ii 11 Ii (4 i + U Ii II NEW COVERED SCREEN ROOM BALCONY Ii n r EXISTING BALCONY TO REMAIN O 4 U 4 II Ii Y f Ln Is]o a o 01+' EXISTING SAFETY RAILING TO REMAIN" +/- 30'-O" SCREEN ROOM PLAN SCALE: 1/4" - 1'-0" �� GENERAL PROJECT NOTES I: CONSTRUCTION TO FOLLOW THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2011 6TH EDITION t WIND CRITERIA PER ASCE 1-10, 2: ELEVATIONS ARE REPRESENTATIVE ONLY THIS SCREEN STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2011 6TH EDITION WITH ALL SUPPLEMENTS AND ASCE 1 - 10 ENG, BOOK 165 ULT MPH (3-SEC. GUST) WIND VELOCITY, EXP "C", OPEN ENCLOSURE TYPICAL SCREEN ROOM ALUMINUM SYMBOL KEY ® I x 2 EXTRUDED HOLLOW ALUMINUM © 2 x 2 EXTRUDED HOLLOW ALUMINUM © 3 x 3 x .125 EXTRUDED HOLLOW ALUMINUM P1 2 x 5 SELF MATING: ALUMINUM BEAM EXISTING SEE ROOF / BEAM / COL. / CONNECTION SECTION TYPICAL ALUM. TO ALUM. CONNECTIONS w/ 2" x 2" x 2" x .125" CLIPS w/ (e) 012 x 3/4" S.M.S. U.N.O CHAIR RAIL (U 1/4" LAGBOLTS w/ 5/8" WASHER s 24 O.C. TO EXISTING STRUCTURE * TYPICAL ALUM. TO ALUM. CONNECTION IF TO COLS w/ 014 x 2" B.M.S. • MAX 16" O.C, U.N.O TYP. EXTRUDED ALUM. COL. — BEE FLOOR PLAN R KEY FOR SIZE r, TYP ALUM. COL. CONNECTION (2) 3" x 2" x 3" x .125 ALUM CLIPS (U EA. SIDE w/ (2) 3/*" LAGSOLTS w/ (4) 014 x I" SELF -TAP SCREWS PER CLIP eZ Z TYPICAL CONNECTIONS FOR SCREEN FRAMING NOT TO SCALE NEW 2ND FLOOR COVERED SCREEN ROOM FOR EXISTING 2 STORY RESIDENCE NEW SUNROOM 4 BALCONY w/ SAFETY RAILING TO REMAIN PER PERMIT 0 1112-0162 I171 Z -07 (&L 3 ST. LI1( n*� T.T rr nI si".ON REViF�. CE = REVILIA LD B1' DATE PLANS ANDPERilIT, TBEKEPTONJO'3 f ?, OP NO INSPECTION W L BE MADE. i HESE PLANS AND ALL PROPOSED WORKt C; ARE SUBJECT TO ANY CORRECTIONS REQUIRED BYFIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO CONCt:�LEDFASiEriE SQ�A17AGn00MPLYWITHAI"LAPPLICABLEC0DE8 �dk .4RE lHE' RESPCI�SI31LflY pF run Nia PRODUCT APPROVAL SUBMITTAL AFFIDAVIT THE FOLLOWING PRODUCTS WILL BE THE THOMA RESIDENCE 159 PEPPER LANE INSTALLED IN THE STRUCTURE LOCATED AT: JENSEN BEACH, FL 34951 PROD. DESIGN PRODUCT PRODUCT PRESSURES MANUF. MODEL'" APPROVAL ROOF + 43 -10 PSF ELITE 3" x 0,024"x I. 0% IMPACT FL 12225.1 PANELS Aluminum Composite Panel I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, �CANNFI- AND HAVE APPROVED THEIR B Y I USE IN THE STRUCTURE TO St Lucie COUnt\ PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY THE CURRENT CODE PROVISIONS, AS SIGNED, SEALED A DATED HERE., RECEIVED - s . ;.h"g F—i o0 O wM C7aq�N m Q � 00 010 `►� Z0�i.JN l p in E-4 OC o °' N O V A ��-S O^OMO >4 0�0Ln 00 a a r Uj Z m Q U- Uj LU U ++� LU tu i.1.L Z'n Uj 3 W� �A N o J R- O U. -a (L (V- p- 0 ILIL o Copyright 2018 All rights reserved. REVISION DATE JOB • 1853 DATE : 6/1/18 SHEET 1 of 1