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All lumber on or below grade shall be ACQ Pressure Treated Southern Yellow Pine e2 Grade (Flo • 1,000 psf min.) 2. All lumber above grade (non-deckfng) shall be Southern Yellow Pine *2 Grade 3. All framing lumber shall be hem -fir 02 grade or equivalent 4. Wood structural panels shall be 116" Mir. thickness, exposure 1 structural sheathing 5. In all instances where aluminum comes Into contact with pressure treated wood, provide dielectric esparation B. Concrete: N/A C. Masonry: N/A D. Aluminum 1. All structural aluminum conforms to the minimum requirements of 6005 - TS 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 Panels 1. Aluminum panel skin is as noted In the Product Approval Affidavit. 2, Panel Core Foam fs Preformed Expanded Polysterene Board (EPS). F. Sealant .. 1. All sealant conforms to TT - S - 001543 - A, TT - S - 002306, ASTM C - e2O type S, Grade NS, Class 25. 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 - S, 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 14" x 2 it" min„ Simpson, HIItf, Rawl, Tapcon, Redhead, Dynabolt, or app�oved 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 hanmr. 1. All expansion anchors shall be designed in accordance with the specific manufacturers requfremente 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 plans 9. All fasteners shall comply with ASTM AI53 10. All connectors shall comply with ASTM A653 Class G - IS I. Site Preparation 1. 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 IIS.., ASTM E 1300... ASCE i... AAMA/NPEA 2100-02 3.0: Use and occupaney Category 2 addition 4.0: All fenestration products comply B.O. All wall and roof panels and assemblies comply 6.0: Does not apply to Category 2 additions 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 and meets the requirements of the Florida Building Code 2011 6th Edition 4 Wind Criteria per ASCE 1-10. Design Criteria: Roof Dead Load: 10 pat Roof Live Load: 20 pot Basic Wind Speed: I60 ULT Exposure: B Risk Category: I Building Hefght: < 30' Mean Roof Height: <15' Enclosure Type: SCREEN -ROOM: 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 - Verffy In Field N. Responelbllity 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, notifyfng engineer of any discrepancies between drawings, fabricated items, or actual field conditions 3. These drawings represent the acceptabilfty of the "Screen -room" additiEXISTIon elements as provided by the contractor 4. All details on these drawings are engineered based on information provided by the contractor j 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, EXISTING 1 STORY RESIDENCE 4 OPENINGS TO REMAIN +/- 12" O.H. 014A S.M.S. SCREW w.-1 1/2" S.S. NEOPRENE [BASKET WASHER (1) SCREW a MAX 3" FROM EA SIDE 4 4 a MAX T" O.G. (1) PER POLY -PANEL ® FRONT EDGE w/ MIN. 1" EMBED INTO 'BEAM 4 GABLE END SIDES a MAX 12" O.C. APPLY BEAD \ STRUCTURAL SEALANT \ •12 x 3/4" a SEE WALL SECTION TEK FOR ADDITIONAL SCREW DETAILS • Irv" O.C. MAX. I APPLY BEAD-) EXTR'D ALUMINUM UNIVERSAL GUTTER OR FASCIA EXTR'D ALUMINUM - 1.45" x 2.10" x 4" x .25" L - SHAPED CLIPS EXTR'D ALUMINUM 3" x 3" x .125" COL. ROOF / BEAM / COI NOT TO SCALE SEALANT TYP. EXTR'D ALUMINUM 3" x 3" x .125" BEAM 014 x I" TEK SCREW 3 PER L -SHAPED CLIP TO BEAM (6) TTL 8 INTO COL. (4) EA SIDE - 2 ROWS OF 2 / CONNECTION SECTION EXISTING ROOF COUNTER FLASHING 4 014 x 3/4 TEK SCREW SILICONE SEALANT S ON TOP 4 8 ON BOTTOM \ OF PANEL (MINIMUM) I SEALANT \ (EXTERIOR ONLY) POLY ROOF PANEL �� EXISTING (USE PROPER GUTTER, \ TRUSSES , FASCIA 4 RIDGE TO FIT \ ` e 24" O.G. PANEL SIZE - SEE PLAN) 1/4" FASTENERS ,\ 1 1/4" MIN. EMBED. INTO PT 2 x 6 LEDGER STAGGERED + MAX. le" D.G. EXTR'D .OeO" 34' ALUM _ J RECIEVER CHANNEL USE PROPER SIZE FOR PANEL 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 EXISTING ;ee;;ai, :sae::: _ � �. ::r•2EE9E9:ii2:?see?ee eeeee•, eeeee e: � :: ::::::::::::::::•:::: - ;....� eeeeeeeeeeeeeee =i leeeeeeeeeeeee:::::e:::: � - erele eeeee'reeeeeeeeeeese ..Mill ...................... 24Y4" .KIC 1I I A KICKS _ RIGHT ELEVATION SCALE: 1/4 • I -0 RESIDENCE ROOF TO ISx14 CREET MESH TO REMAIN -__- - - - - 24" .624"- _ KICKS- FRONT ELEVATION SCALE: 1/4" • I'-O" \ \/�=7XISTING I STORY RESIDENCE 4 OPENINGS TO REt- IIIII NN QNN / �_ Z 1 u�i I Hill EXISTING CONCRETE ` SLAB 4 FTG, TO REMAIN V ®®s ®a TYPICAL ALUMINUM COL. SYMBOL KEY IIIII A I x 2 x .125 HOLLOW ALUMINUM fl¢if E 3 x 3 x .125 HOLLOW ALUMINUM Hill 0©A 0©A +/- L1 21-81t" +/- 31-314 +/- 6'-O" '.O" +/- (o:-O„ FLOOR PLAN SCALE: 1/4" • 1'-0" IN i i , A --------------- 4 012 MS U1 : 0 N : + I: CONSTRUCTION TO FOLLOW THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2011 6TH EDITION 4 WIND CRITERIA PER ASCE 1-10. 2: ELEVATIONS ARE REPRESENTATIVE ONLY THIS SCREEN STRUCTURE WAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2011 6TH EDITION WITH ALL SUPPLEMENTS AND ASCE T - 10 ENG, BOOK 160 ULT MPH (3-SEC. GUST) WIND VELOCITY. EXP "B" OPEN ENCLOSURE ALUMINUM COL. SEE PLAN FOR SIZING / (2) 3" x 2" x 3" x .125 ALUMINUM CLIPS CU EA. SIDE MIN. w/ (2) 3/8" CONCRETE SCREWS - MIN 2" EMBED 4 SETBACK o o / w/ (4) 012 x I" SELF -TAP SCREWS PER CLIP SCREW EXISTING SLAB TO REMAIN O �j T3 PIGAL SCREEN ROOM COL. TO CONCRETE: DETAIL NOT TO SCALE TYPICAL SCREEN ROOM ALUMINUM SYMBOL KEY ® 1 x 2 EXTRUDED HOLLOW ALUMINUM 51 2 x 2 EXTRUDED HOLLOW ALUMINUM 3 x 3 x .125 EXTRUDED HOLLOW ALUM ❑E ❑E EXISTING 'STRUCTUREIJ TYPICAL CONNECTIONS FOR SCREEN FRAMING NOT TO SCALE A A TYPICAL TYPICAL ALUM. TO ALUM. ALUM. TO ALUM. CONNECTIONS CONNECTION TO COLS w/ 2" x 2" x 2" x .125" CLIPS w/ •14 x 2" S.M.S. w/ !SJ •12 x 3/4" 6.M.8. U.N.O � MAX 16" O C U.N.O A TYP. EXTRUDED ALUM. COL. SEE FLOOR PLAN KEY FOR SIZE CHAIR RAIL -MAX../- 30" A.F.E B B lU 1/4" tAPCON w/ S/S" WASHER w/ MIN EMBED 13/4" MAX 24" O.G. SEE COL. TO TO SLAB t EXISTING STRUCTURE SLAB DETAIL FOR COL CONNECTION A � ❑A 5Cr®NED stt"M1 NEW COVERED SGRPENROOM ADDITION PRODUCT APPROVAL SUBMITTAL AFFIDAVIT THE FOLLOWING PRODUCTS WILL BE INSTALLED THE COCHRAN RESIDENCE IN THE STRUCTURE LOCATED AT: 1205 PASO ROBLES BLVD FORT PIERCE, FL 34551 PRODUCT PROD. DESIGN MANUF. MODEL 's PRODUCT PRESSURES APPROVAL ROOFING I V-80 PSF ELITE MATERIAL I 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... THESE PLANS AND ALL PROPO"ED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPUCABLE CODES, 4" x 0.024"x Is EPS FL 1561.1 Aluminum Composite Panel l Wy -0376 ST.LtiCTT -OL1T�'RI"iT?�tN{:n ;O RF,VIFR h,D FOR C0MPLL1N RVLER'ED BY DATE FLANS AND FEItAriT MCiST $E PT O\ JOB OR NO INSPECTION WILL BE i:.4DE. CDNCFALED FASTENERS OR ATTACHMENTS ,ARE THE RESPONSIBILfiY OF THE CCNTRAC':�R QFA��� 0 d)Ld WE (r tU N z oc ® Copyright 2011 All rights reserve REVISION DAT JOB " 1849 DATE : 3/14/lE SHEET a0 L� ® Copyright 2011 All rights reserve REVISION DAT JOB " 1849 DATE : 3/14/lE SHEET a0 L�