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HomeMy WebLinkAboutPROJECT SPECIFICATIONSGENERAL NOTES 605 ( ULT ) A. Wood: I. All lumber on or below grade shall be ACQ Pressure Treated Southern Yellow Pine 02 Grade (Fb = 1,000 pet min.) 2. All lumber above grade (nor -decking) shall be Southern Yellow Pine +2 Grade 3. All framing lumIcer shall be hem -fir 02 grade or equivalent 4. Wood etructura panels shall be Ii5" Mtn. thickness, exposure 1 structural sheathing S. In all instances where aluminum comes into contact with pressure treated wood, provide dfeectric separation B. Concrete (Sao Site Preparation for Existing Concrete) I. All concrete grade beams and Footing shall be 3000 PSI min, 12" x I6" dimensions - (U.N.O.J 2. All concrete fi led supported slabs shall be 3000 PSI min., +/- 4" min. thickness 3. Fibermesh (3/4' per cubic yard min.) meeting appropriate ACT t ASTM requirements may be used in lieu of welded wire mesh. 4. All slabs on grade shall be +/- 4" thick with Ffbermesh on 6 Mil polyethylene vapor barrier on poisoned soil/frll. 5. All reinforcing shall be grade be ASTM A615 Grade 60 (60 KSI Min.) deformed bare 6. All overpour concrete filled supported slabs shall be 3000 PSI min. w/ A Bonding agent added. 1. Soil bearing prsaaurs shall be a minimum of 2000 PSF (U.N.O.) C. Masonry: N/A D. Aluminum 1. All structural aluminum conforms to the minimum requirements of 6005 - T5 for alloy and tempar. 2. All structural aluminum work conforms to "Part I -A - specifications for aluminum structures - albwable stress design: or "Part 1-5 - specrficatione for aluminum structures - building load and resistance factor design" of The Aluminum Association, Ind. Seventh Edition, Effective January 2000 3. In all instances iihare aluminum comes into contact with steel, or pressure treated lumber provide dielectric separation E. Solid Wall Panels 1. Aluminum panel akin To as noted In the Product Approval Affidavit. 2. Panel Core Fo m to Preformed Expanded Polyaterena Board (EPS). F. Sealant.. 1. All asalant conforms to TT - S - 001543 - A, TT - S - 002306, ASTM C - 920 Type S, Grade NS, Class 25. G. Gaskets .. 1. A I gaskets are co -extruded and are non -migratory. H. Fasteners 1. All lag bolts shall conform to stainless steel type 300 IS - 8, with standard flat washer unlea) 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 a rews shall be 14" x 2 It" min., Simpson, HIM, Rawl, Tapcon, Redhead, Dynaboli, or approved equal 4. All metal ties aid 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 5crews 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. 7. All expansion anchors shall be designed in accordance with the specific manufacturers requirements and allowable [ ads and shall only be applied In conditions acceptable to manufacturer 8. All fasteners c nnecting aluminum components or pressure treated lumber are stainless Steel type 300 18 - 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 corractord shall comply with ASTM A653 Class G - 18 I. Site Preparatlo I. Foundation cyst me must be placed on clean, compacted, termite -treated fill/loll with vapor barrier. 2. Existing Found ion, footing and slab if noted on the Floor Plan have been evaluate t found acceptable For this application. 014A S.M.S. SCREW w/ 1 irr S.S. NEOPRENE GASKET WASHER (1) SCREW is MAX 3" FROM EA SIDE t E a MAX 1" O.C. (1) PER POLY -PANEL a FRONT EDGE w/ MIN. I" EMBED INTO BEAM i GABLE END SIDES a MAX 12" O.C. APPLY BEAD STRUCTURAL 012 x 3/4" a SEE WALL SECTION TEK FOR ADDITIONAL SCREW DETAILS a I6" O.C. 0 MAX. APPLY BEA_iz a 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 0.125" COL. ROOF / BEAM / COL. NOT TO SCALE d SEALANT TYP. h EXTR'D ALUMINUM 3" x 3" x 0.125" BEAM 014 x 1" TEK SCREW 3 PER L - SHAPED CLIP TO BEAM (6) TTL 8 INTO COL. (4) £A SIDE - 2 ROWS OF 2 / CONNECTION SECTION EXISTING ROOF COUNTER FLASHING : 014 x 3/4" TEK SCREW SILICONE SEALANT MAX 1" O.G. TOP t BTM OF PANEL (MINIMUM) -� SEALANT (EXTERIOR ONLY) \1 POLY ROOF PANEL \ �� EXISTING (USE PROPER GUTTER, TRUSSES FASCIA < RiDGE TO FIT ' I s 24" O.C. PANEL SIZE - SEE PLAN) 114" FASTENERS 1 1/4" MIN, EMBED. \ I� INTO PT 2 x 6 LEDGER STAGGERED a MAX. I6" O.C. EXTR'D .OSO" 3-4" 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 J. Reference Sta arcs: ASTM E 119... ATM E 1300... ASCE 1... AAMA/NPEA 2100-02 3.0: Use and occupancy Category 2 addition 4.01 All fenestration products comply j 5.0: All wall and oof panels and assemblies comply 6.0: Does not apply to Category 2 additions 1,01 All applicable provisions comply +/- 12" K. Florida Product Approvals (provided by contractor): O.H. "SEE PRODUCT APPROVAL AFFIDAVIT" All listed prod ct approvals have been reviewed and 18 X 14 EXISTING accepted byte engineer of record. SCREEN 1 STORY RESIDENCE L. DESIGN LOADS ! < OPENINGS This structure has been deafened In accordance with and masts - TO REMAIN the requiraments of the Florida Building Code 2011 6th Edition Wind Criteria per ASCE 1-10. = 24" .024" _TIETAL KICKS- Deafen Criteria: Roof Dead Load: 15 per Roof Live Load: 20 par Basic Wind Sp ad: 160 ULT Exposure: B Risk Category: 11 SIDE ELEVATIONS Building Haight: < 30' Mean Roof Haight: <15' SCALE: 1/4" = 1'-0" Enclosure Type: SCREEN -ROOM, Open M. Abbreviations The following list of abbreviations is not intended to represent all those used on theas rawings, but to supplement the more common abbreviations used: TYP. - Ty (cal SIM. - Similar UNO. - Unless Noted Otherwise CONT. - Continuous V.I.F - Verify In Field +% 12 +/ 12" D.H. I IlM O.H. N. ResponsibiIfty I. All site work ah ll be performed by a licensed contractor in accordance 'cam with applicable18 x 14 building codes, local ordinances, etc. \ - -' 2. Contractor shal verify all dimensions and details, notffyfng engineer of any EXISTING V� SCREEN �� O discrepancies Detweeri I STORY drawings, fabricated items, or actual Field eondittone to 3. These drawings represent the accsptabllfty of the "Screen -room" addition RESICENCE.�� �+ 4 OPEIINGS + elements as provided by the contractor TO REMAIN - - - - - - - - -ELL 4. All details on here drawings are engineered based on Information _ _ _ = 24 .024" - provided byte contractor METAL Klcics 5. Refer to the manufacturers shop drawing for further details NEW 5' SLAB FRONT ELEVATION 6. Any detafla no shown are to be engineered in w/ accordance wl h standard engineering Practices. THICKEND EDGE SCALE: 1/4" = 1'-0" EXISTING 1 STORY RESIDENCE 4 OPENINGS TO REMAIN AI I;A ❑:: + E , I NEW COVERED SCREEN PORCH I E + - - SCREEN : SCREEN � 4 DOOR I I ; DOOR (4' I (SEE FOUNDATION / SLAB NOTES) I ❑ N MEW SLAB TO FINISH +/- 3/4" BELOW F.F.E.)I O + -_---___-:_--_-__-__- NEW 5' SLAB E A❑ A EA m❑ ❑m A E A E A A E A THICKEND EDGE +/- rj'-3" +/- 5'-3° V-5'-3" +/- 2 -3" +/- 21'-O" FLOOR PLAN 1/4" - i'-O" , GENERAL -r'ROJECT NOTE5 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 160 ULT MPH (3-SEC. GUST) WIND VELOCITY. EXP "B", OPEN ENCLOSURE FOUNDATION / SLAB NOTES 8WZ 9 T +/- 4" SLAB WITH FIBER -MESH OVER CLEAN COMPACTED, NON ORGANIC FiLL SOIL BELOW SLAB TO BE TERMITE TREATED PRIOR TO SLAB POUR 2500 PSI CONCRETE OVER 6 MIL VAPOR BARRIER ALL FOOTINGS DESIGNS BASED ON 2000 PSF SOiL BEARING CAPACITY (2) 05 DOWELS EPDXIED INTO EXISTING FOOTING (SEE PLAN) MINIMUM 12" D x 12" W MONO FTG. w/ (2) N5 BARS CONT. TYPICAL SCREEN ROOM ALUMINUM SYMBOL KEY ® 1 x 2 EXTRUDED HOLLOW ALUMINUM © 2 x 2 EXTRUDED HOLLOW ALUMINUM 2 x 3 EXTRUDED HOLLOW ALUMINUM ❑D 2 x 4 EXTRUDED HOLLOW ALUMINUM E❑ 3 x 3 x .125 EXTRUDED HOLLOW ALUM EXISTING sTRUCTUR TYPICAL CONNECTIONS FOR SCREEN FRAMING NOT TO SCALE SEE ❑A TYPICAL ALUM. TO ALUM. CONNECTIONS w/ a" x 2" x a" x .125" CLIPS w/ C8) "12 x 3/4" B.M.S. u.N.o E TYPICAL ALUM. TO ALUM. CONNECTION® 70 COLS w/ "14 x a" S.M.S. MAX 16" O.C. u.N.O �A CHAIR RAIL -MAX. 30" A.F.E.B❑ TYP. EXTRUDED ALUM. COL. SEE FLOOR PLAN � KEY FOR SIZE ❑A � A❑ SEE COL. TO SLAB DETAIL FOR COL. CONNECTION (1) 1/4" 7APGON w/ 5/8" WASHER w/ MIN EMBED 13/4" MAX 24" O.C. TO BLAB � EXISTING STRUCTURE ALUMINUM COL. SEE PLAN FOR SIZING (2) 3" x 2" x 3" x .125 ALUMINUM CLIPS (I) 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 NIEW OR EXISTING SLAB (SEE PLAN) TYPICAL SCREEN RDOM COL. TO CONCRETE NOT TO SCALE DETAIL FOUNDATION NOTES FOR ADDIT/ONAL DETAILS ' FINISH SEAS 4" FIBERI'IESH GONG. SLAB C3000 PSI) ELEV. GRADE ZIN ® ® MIN. (2) 05e Fa MIL. VAPOR REBAR BARRIER fa" TYPICAL FOUNDATION SLAB DETAIL NOT TO SCALE DESIGN PRODUCT SGREENR00M fi''ORGH PRODUCT APPROVAL SUBMITTAL AFFIDAVIT THE FOLLOWING PRODUCTS WILL BE INSTALLED THE GRAFA RESIDENCE IN THE STRUCTURE LOCATED AT: 5141 SPANISH RIVER ROAD FT. PIERCE, FL. 34951 PROD. PRODUCT PRESSURES MANUF. MODEL 0APPROVAL ROOFING +/-80 PSF ELITE 4" x 0.024"x 10 EPS FL 1561.1 MATERIAL Aluminum Composite Panel I HAVE REVIEWED THE ABOVE C�3-0486 ST. LLrCiF' rO117'V RT'Ii,P SIO\ COMPONENTS AND CLADDING, REVTFNNLDFORCOYP AND HAVE APPROVED THEIR aEvlEM �D Y DATE 'b�2q I USE IN THE STRUCTURE TO PLANS AND PER,YII m ' T BE KEPT ON PROVIDE ADEQUATE RESISTANCE oF'\o>NsPECTIovN't LBE15.4,I)E. TO THE WIND LOADS AND FORGES SPECIFIED BY THE CURRENT CODE PROVISIONS. By _ AS SICsNEDe SEALED < DATED HERE... r3tLuCipf°aC1n"%- (:GNCEALEu FASTENERS DR AiiACHfdEMSE PLANS AND ALL PROPOSED NIORK ARE THE RESPONSIBILfTI' OF THE ARE 5ua,lECT TO ANY CORRECTIONS CONTRACTOR OF RECORD REQUIRED BY FIELD INSPECTORS THAT MAY 9E NECESSARY IN ORDER TO 3 /3 /$ COMPLY WITu 116LApPUCA1LR CODER. (4 A °° W J- m a` W� A a � ; r H Oo�' ON F WW � Vl ® Copyright 20' All rights reserve REVISION DA' JOB " 1829 PATE : 2/28/II SHEET