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Plaza Drive West 51, 53, 55, 57 s ....gin .. . < .. .. :'::V •:''':4'.1;,.4•.4::.: !.•.L•,h \' .:' :4 { ... :'1•Lh ,1 tiff��•� •.L.x' J'1.•..• 4{1 ' ?144• • - rK`.nMiAv'LEiAt.aw•••�_'�wsla.ln��P.��✓s��•�sV•Y�-r:.-..�v-a'fY T�� RECEIVED CITY OF ATLANTIC BEACH j 81.11LI-DING ZONING MAR 01 2005 1p 7Rpp ; OVER ` �� TY OF ATLANTIC BEACH BY; gUll,,,DiNG OFF1C� -� CustomerSatisfacti*oiss 0.2 2005 A.B.C. JOB NO. Safety Commitment Your Safety at Work Your Safety at Work Your Safety at Work - Your Safety at work depends on fox things: Correct Tool Usage SAFETY PRECAUTIONS FOR ROOFING WORK 1. Knowing what the hazards are Make Certain the correct tool is available and used for each phase of building erection. American Buildings Company strongly recommends that erection employees be continuously trained and American BuildingsCompany strongly recommends that safe working conditions and accident prevention Knowing how to protect yourself Worker should maintain a firm,safe position when using an tool and a constant awareness of their location P Y g Y g P P g Y retrained in safe and productive work practices. practices be the top priority on any job site. 3. Thinking and acting safely to the roof edge. j Local,state and federal safe and health standards should always be followed to het insure worker safe 4. And...Your co-workers. Use roved tie-ofk,netting or rails when working on roof surfaces. Check wire roe for broken strands, safety � P� ty approved g 8 P Working on the roof area in the installation of roof structurals,insulation or roof panels requires Make certain all employees know the safest and most productive Safety is Your Job p way of erecting a building. Emergency broken wire and kinking. Replace damaged,unsafe rope immediately. proper training,correct equipment and constant alertness to minimize the danger of falls. Hard had telephone numbers,location of first aid stations and emergency procedures should be(known to all employees. This publication will help to identify some of the hazards and will suggest some of the ways in which erectors Personal protection equipment should always meet OSHA standards.Always wear roved rotecbon. P g �'Pr P Yom• P � approved�P should be worn on job sites to prevent injury from falling objects. Daily meetingshighlightingsafe rocedures the use of hard hats rubber sole shoes for roof work,proper can protect themselves. These guidelines,however,are not complete and should not be relied upon as Electrical tools must be properly rounded. Do not use electrical tools or equipment while standing on wet h'P P PoP gg equipment for handling material and safety nets where possible are recommended erection practices. exclusive or comprehensive safety procedures. Ultimately,only you can protect yourself by making sure you surfaces. recognize all of the hazards and by thinking and acting safely. Return tools to their proper lace when not in use. Workers should always be aware of their location to the roof edge. American Buildings Company intend that these precautions be interpreted and administered with sound pop p judgment consistent with good safety practices. ...And Your Co-worker's job Don't allow tools,blocking or materials to become a falling hazard. Safe work practices on the following erection duties should be carefully reviewed with erection crews Since your co-worker's unsafe behavior can endanger you,help Ihem act safely too. prior to beginning each job. READ AND UNDERSTAND ALL SAFETY PRECAUTIONS USE THE CORRECT TOOL FOR THE CORRECT)OB PANEL MAY COLLAPSE IF NOT PROPERLY SECURED r• Roof anels must be coin letel attached to the purl and to panels on either side before th can be a P P Y P P e)' safe walking surface. Partially attached or unattached panels should never be walked onl DO NOT: If You Don't Understand—ASK Remember! 1. Step on rib at edge of panel Important: If there is something you don't understand,get help Daily meetings highlighting employee safety procedures will reduce the 2. Step near crease in rib at edge of panel AMERICAN BUILDINGS COMPANYfrom your supervisor. number of employee accidents. 3. Step within 5 feet of edge at unsecured panel. Roof panels must never be used as work platforms. An OSHA approved runway as specified in "OSHA Safety mad Health Regulations for the Construction Industry"should be used for platform work. Your Safety at Work Your Safety at Work Your Safety at Work Interpretation w Employee Safety The safety of each employee should be the"umber l"requirement at each job site. Moving or Lifting Loads American Buildings Company disclaims any responsibility for injuries or damages which may result from the 1 PANELS MAY BE SLICK interpretation and implementation of these safety and erection practices since the actual erection operations American Buildings Company strongly recommends that each employee be properly trained and supervised Stay well in the clear of any moving load. Keep hands and feet clear at all times. and conditions are beyond American Buildings Company's control. It is assumed that only experienced, in safe work practices. If you feel that you have not been properly trained on safety procedures or are not Panels may be oiled and slick. Oil protect:the panel coil stock and finished panels from rust during knowledgeable erectors with trained crews and proper equipment will be engaged to do the erection. being properly supervised,contact your supervisor. Workers should be trained to correctly locate the points of cable attachment and in the correct and safe shipping and storage. Dew,frost or any other moisture may cause panels to be slippery. Be certain to wipe operation of lifting equipment. OSHA approved hard hats,steel toe shoes with metatarsal guard and eye panels clean before installation begins. It is emphasized that American Buildings Company is a manufacturer of metal building components and is not While at work remember: engaged in the erection of its products. inions expressed by American Buildings Company about erection Work areas should be kept clean and orderly at all times. protection should be worn at all times. Pig P OP P gs ' Improper tool usage result in injury. Wear rubber sole work boon. When on the roof,use OSHA approved protection devices such as safety practices are intended b present only a guide a6 to how the component;should be arrembled to create a ag may I lines,safe nets or acatch platform. building. The experience,expertise and skills of the erection crews as well as the equipment available for Stay in the clear of any lifted load. Make certain all framing is properly braced or guyed before lifting lines safety Make certain 1hat the correct tool is available and issued for each phase of building erection. are removed. handling the metal determines the quality of erection and the ultimate customer satisfaction of the completed Return tools when not in use to Their proper places. building. A firm commitment to employee safety is the first step in each successful building erection. DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY STAY WELL IN THE CLE.ARi UNSECURED PANELS MAY SLIP IF STEPPED ON Employees should be continuously warned to never step on a single unsecured roof panel or a stack of roof panels laying unattached on the purlins. Secure each end with clamps at appropriate fasteners and place wal boards in the flat of any panels not fully secured to the purlins and supported by panels on each side.Walkboards should run to the full length of the panel and be fastened together by drilling a hole near the end of each board and tying it with rope to the next board. (Cut a groove in the bottom of each board so that the board will lie flat and not tip back and ... THINK SAFETYr forth because of the rope). fru} i y SAFETY PRECAUTIONS y: All safety precautions referred to throughout this publication, all OSHA safety requirements or other Remember! '- "° customary or statutory requirements must be adhered to in order to maximize employee safety. Dail meetings highlighting.employee safet procedures will reduce the �! AMERICAN BUILDINGS COMPANY Y gY P Daily meetings high ing oyee safety procedures will reduce the number of employee accidents nu r of to accidents Daily meetings describing safe work procedures,use of hard hats,rubber sole shoes for roof work,proper employee equipment for handling material and edge of roof protection devices are recommended erection practices. ♦ f GENERAL FOUNDATION NOTES AND CONCRETE DETAILS CERTIFICATION AND SCHEDULE OF DRAWINGS THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM FURNISHED BY A.B.C.ARE DESIGNED TO 1.AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. COMPLY WITH THE FOLLOWING CRITERIA: SHEET SHEET O THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN ACCORDANCE WITH: NUMBER DATE REV. N0. NUMBER DATE REV. N0. 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL J BSTTE 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDRIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING Florida Building Code 2002 ABC-1 2/24/05 0 CONDITIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. 4. REINFORCING BARS, WIRE MESH,ANCHOR BOLT SHEAR ANGLES,TIE RODS AND/OR HAIRPINS(HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED INTO THE FOUNDATION DESIGN. DESIGN LOADS ARE: DESIGN LOAD COMBINATIONS ARE: ABC-2 2/24/05 p THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS, MUST BE SUSTAINED BY HAIRPINS.TIE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS. 0 + L A8-1 2/24/05 0 5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED,THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL METAL BUILDING DEAD LOAD (D) +C + L 0 EXTEND TO THE NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST UNE. COLLATERAL LOAD (C) D + W AB-2 2/24/05 0 ION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB. 3 pef On Roof mingFMembers D+C + W 6. EXPANSION 3 psf On Supporting Fronts 0 + 3/4L + 3/4W A8-3 2/24/05 p 7.THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH.ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE *1/16 INCH ON DIMENSIONS WITHIN ROOF LIVE LOAD L) 0.6 + 3l_4L+ 3/4W E-01 2/24/05 0 THE GROUP SPACING FOR AN INDIVIDUAL COLUMN.ALL OTHER DIMENSIONS SHALL HAVE A*11/8 INCH TOLERANCE. ( 0.600 C W 20 psf on Roof Members 0.60D+C + W 8. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I.AT 28 DAYS. With Reduction On Supporting Frames As Permitted By Code E-02 2/24/05 p 9. UNLESS EXPLICITLY NOTED OTHERWISE.ALL EMBEDDED STRUCTURAL STEEL(INCLUDING ANCHOR BOLTS), OTHER MATERIALS,AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION WI High DAO ell (W) Hurricane Zone • No E-03 2/24/05 0 CONTRACTOR. ExposursI (cram) Categ = C. Located within 1500 feet 10.ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE. DIAMETER AND QUANTITY. of the coastal con=on control line or within 1500 E-04 2/24/05 p 11.THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR BOLT EDGE DISTANCE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. fret of the mean high tide line. which is Less 120 mph Bask Wind Spud (3-second u� ) E-OS 2/24/05 0 THE FRAME REACTIONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. Enclosure Classification = Enclosed Buildings. (GCpi=+/- 0.18 12.ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN IN THE AISC MANUAL OF Wind Importance Factor 1 E-06 2/24/05 p STEEL CONSTRUCTION. Occupancy Classification = All buildings and structures 13.ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE CONCRETE BEARING SURFACE, EXCEPT 1/2 INCH DIAMETER BOLTS LOCATED AT DOORS WHICH SHALL except those listed below E-07 2/24/05 p HAVE A PROJECTION OF 1 INCH.ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH 1/4 INCH LESS THAN THE PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. 14.ANCHOR BOLTS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED.ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN. T_ NIOTES@ -1 1. ROOF DESIGN IS BASED ON THE LARGER OF LIVE LOAD OR ROOF SNOW LOAD. 2. ALL FIELD WELDING IS TO BE PERFORMED BY AN AWS CERTIFIED USING E70XX ELECTRODES STANDARD ERECTION SHEETS 3.THIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING. ACCESSORIES DOORS, WINDOWS, ETC.) BY OTHERS MUST BE DESIGNED AS COMPONENTS AND CLADDING IN ACCORDANCE TO SPECIFIC WIND ASW-1.0 ® DRF-1.0 LOC-5.0 LSR-6.0 ® SFL-1.0 SSG- 2.3 WAD-2.0 PROVISIONS OF THE REFERENCED BUILDING CODE. ASW-2.0 ® DRF-2.1 LOC-6.0 LSR-7.0 ® SFL-2.0 SSG-2.4 WAD-2.1 ASW-3.0 ® DWF-1.1 LOC-6.1 LSR-8.0 ® SPH-1.0 SSG-2.5 WAD-3.0 8' AVW-1.0 ® DWF-2.1 LOC-6.2 LSR-9.0 SPW-1.0 SSG-3.0 WAD-4.0 1/2-4 ANCHOR BOLTS X 6' 2 1/2;_ 3" 1 FINISH FLOOR BASE ANGLE FASTENER (SEE NOTES X13& X14) AVW-2.0 ® DWF-3.1 LOC-6.3 LSR-11.0 SPW-2.0 SSG-4.0 WAD-5.0 NOT BY A.B.C.) 04 BASE ANGLE MINIMUM 1/4'4 CONCRETE AVW-3.0 ® DWR-1.0 LOC-6.4 LSW-1.0 SPW-3.0 SSG-5.0 WAK-1.0 ANCHOR BOLT 5'-0'O.C. -B- Rao. ..••�- '• 'MAXIMUM SPACING OR �• . BID-1.0 ECD-1.0 LOC-6T.0 LSW-2.0 SPW-4.0 SSG-6T.0 WAL-1.0 do EQUAL BY OTHERS) ;,. 'a i••' •:'•., • 1 • +•' 810-2.0 EOH-1.0 LOC-7.0 ® LSW-3.0 SRO-1.0 SSG-7.0 WAL-2.0 .,'• �' .•�•.•.s �.•••• BID-3.0 ® GTD-1.0 LOC-8.0 MDW-1.0 SRO-2.0 SSG-7.1 WAO-1.0 i•- � •,� 'y'.;.: ,�.;:i �" '�. BJD-1.0 GTD-2.0 LOC-9.0 MDW-2.0 SS2-1.0 SSG-8.0 WAO-2.0 also So 1 318 NOMINAL DOOR WIDTH 1 3 8' �� THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY AMERICAN BJO-2.0 LBO-1.0 LOC-10.0 MSW-1.0 SS2-2.0 SSG-9.0 WAO-3.0 • ''�~•• DOOR WIDTH + 2 3 4" 1/2- ANCHOR BOLTS BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS,TRANSLUCENT PANELS AND VENTILATORS ARE NOT (SEE NOTES #13& #14) INCLUDED.ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED 8Y AMERICAN BUILDINGS COMPANY SUCH AS BJD-3.0 LFD-1.0 LOC-10.1 PFD-1.0 SS2-2T.0 SSG-10.0 WAW-1.0 FOUNDATIONS. MASONRY WALLS. MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY GENERAL ® BPD-1.0 LFO-2.0 LOC-11.0 RFO-1.0 SS2-3.0 SSG-11.0 WAW-2.0 BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT SECTION "B" - "B" ERECTION GUIDE',THE MBMA MANUAL.. LATEST EDITION AND THE JOB ERECTION DRAWINGS.THE DRAWINGS LISTED ON THIS SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION. 8130-2.0 LFD-3.0 LOC-12.0 SDB-1.1 SS2-4.0 VF4-1.0 WAW-3.0 (OF TYPICAL OVERHEAD DOOR LAYOUT) PRODUCT APPROVALS AND CERTIFICATIONS: CND-1.0 LFD-4.0 LOC-13.0 ® SED-1.0 ® SS3-1.0 VF4-2.0 WAW-4.0 BASIC MATERIAL SPECIFICATIONS 1.UNIFORM BUILDING CODE(ICeO) - III FA-285-CARSON CITY. NEVADA PLANT. CSD-1.0 LFD-5.0 LOC-14.0 SF4-1.0 ® SS3-2.0 VF4-3.0 WAW-5.0 2.INDIANA- 3 MASTER PLAN FILE NUMBERS DEF-1.1 L02-1.0 LOC-15.0 SF4-2.0 SS3-2T.0 VF4-4.0 WAW-6.0 PRIMARY FRAMING STEEL GABLE BUILDINGS M-295147 SINGLE SLOPE BUILDINGS : M-295140 STEEL FOR MILL-ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 36.ASTM A 572 GRADE 50 OR 55. OR ASTM A 992 LEAN-M BUILDINGS: M-295144 DLT-1.0' L03-1.0 LSR-1.0 SF4-3.0 SS3-3.0 VF5-1.0 XLP-1.0 WITH A MINIMUM YIELD OF 50 KSI. 3.WISCONSIN-#200232-M, 13 BASIC STYLES. ® DMF-1.1 LOC-1.0 LSR-2.0 SF4-4.0 ® SS3-4.0 VF5-2.0 XLP-2.0 STEEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING: 4.CITY OF CLEVELAND,OHIO DOCKET'S S-52-82. A. ASTM A 1011 SS,GRADE 55 5. CANADIAN WELDING BUREAU DIVISION I CERTIFICATION AT EL PASO,CARSON CITY do LACROSSE. DMF-2.0 LOC-2.0 LSR-2.1 SF5-1.0 ® SSG-1.0 VF5-3.0 XLP-3.0 B. ASTM A 1011 HSLAS, GRADE 55, CLASS 1 C. ASTM A 572 GRADE 55 6.AISC QUALITY CERTIFICATION,CATEGORY M8. D. ASTM A 529 GRADE 55 7.PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE AND FOR OGDEN, UTAH. DNO-1.0 LOC-3.0 LSR-3.0 SFS-2.0 SSG-1.1 VF5-4.0 STEEL FOR ENDWALL'C"SECTIONS SHALL CONFORM TO ASTM A 1011 SS, GRADE 55. OR HSLAS, GRADE 55,CLASS 1 S.CITY OF LOS ANGELES FABRICATORS LICENSE#1390 AT CARSON CITY PLANT. DRB-1.0 LOC-4.0 LSR-4.0 SF5-3.0 SSG-2.1 WAD-1.0 9.CITY OF HOUSTON,TEXAS FABRICATOR APPROVAL#478. __r STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASTM A 53,TYPE E OR S. GRADE 8, OR ASTM A 500 GRADE 810. STANDING SEAM II /-STANDING SEAM 360 WIND UPLIFT-CLASS 90 (UL 90)CONSTRUCTION NO.S 93 AND 210A AS LISTED DRB-2.0 LOC-4T.0 LSR-5.0 SF5-4.0 SSG-2.2 WAD-1.1 IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. SECONDARY FRAMING STEEL 11. LOC SEAM/LOC SEAM 360 WIND UPLIFT-CLASS 90 (UL 90) CONSTRUCTION NO.S 238, 238A. 2388, 238C. 331. 332. THE CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS 336, 435, 451, 487 &567 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. ONLY CERTIFYING THAT THE DESIGN OF THE METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS STEEL USED TO FORM PURLINS, GIRTS, EAVE STRUTS AND 'C"SECTIONS SHALL CONFORM TO ASTM A1011 SS, GRADE 55, OR HSLAS GRADE 55, CLASS 1,OR IF 12. LONG SPAN/LONG SPAN III PANEL WIND UPLIFT-CLASS 90(UL 90 CONSTRUCTION NO.S 71, 161 do 167 AS LISTED IN COMPANY SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE AND ON THE A.B.C. CONTRACT. THIS GALVANIZED SHALL CONFORM TO ASTM A653 SS, GRADE 50, CLASS 3, G90 OR HSLAS.TYPE A. GRADE 50, G90, BOTH WITH A MINIMUM YIELD STRENGTH OF 55 KSI. UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. CERTIFICATION EXCLUDES THE ERECTION OF THE STRUCTURE. 13.22 GA. STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120. ROOF AND WALL PANEL MATERIAL 14. 24 GA. STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120. CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: 15. 24& 26 GA. LONGSPAN IA HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-150. PANEL MATERIAL SHALL BE ALUMINUM-ZINC ALLOY-COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS,GRADE 80. 16. 22 GA. LOC-SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-180. MATERIAL MAY BE EITHER 26 OR 24 GAGE. 17. 24 GA. LOC-SEAM 350 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120, CORPS OF ENGINEERS PANEL MATERIAL SHALL BE ALUMINUM-ZINC ALLOY-COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE 50. GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. MATERIAL MAY BE EITHER 24 OR 22 GAGE. 18. 24 GA. LAC-SEAM MODIFIED WITH 3M-VHB TAPE#4950 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416. - PANEL MATERIAL SHALL BE ZINC-COATED (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS. GRADE 50. 19. MIAMI-BADE COUNTY, FLORIDA ACCEPTANCE NO. 00-0929.07 - 24 GA. STRUCTURAL STEEL 3" X 24'STANDING SEAM 360 MATERIAL MAY BE EITHER 24 OR 22 GAGE. 20. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO.00-0929.16 - 22 GA. STRUCTURAL STEEL 3' X 24'STANDING SEAM 360 21. MIAMI-BADE COUNTY, FLORIDA ACCEPTANCE NO. 00-0929.06 - 22 GA. STRUCTURAL STEEL 2' X 16'LOC SEAM 360 BRACE MATERIALS: 22. MIAMI-DARE COUNTY. FLORIDA ACCEPTANCE NO.01-0802.07 - 24 GA. NON-STRUCTURAL.(ARCHITECTURAL) METAL ROOFING BRACE CABLES: ASTM A 475, 7-STRAND EHS WIRE CABLE BC4 - 1/4"DIA. BC5 - 5/16'DIA. 2" X 16"LOC SEAM 360 BC6 3/8"DIA. BC8 i/2'DIA. 23. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO.00-1120.04- 24 GA NON-STRUCTURAL(ARCHITECTURAL) METAL ROOFING 2" X 16"LOC SEAM 360 24.MIAMI-DADE COUNTY,FLORIDA ACCEPTANCE NO.03-0530.03 24 GA.STRUCTURAL STEEL 1 1/40 X 36'LONG SPAN III ROOF PANEL 25.MIAMI-DADE COUNTY,FLORIDA ACCEPTANCE NO.03-0530.05 24 GA.STRUCTURAL STEEL 1 1/40 X 36'LONG SPAN IN WALL PANEL 26. MIAMI-DADE COUNTY,FLORIDA ACCEPTANCE NO.03-0530.04 24 GA.STRUCTURAL STEEL 1 1/4'X 36'ARCHITECTURAL III WALL PANEL 27. FLORIDA PRODUCT APPROVAL FOR STRUCTURAL COMPONENTS(FL694), ROOFING (FL704)AND PANEL WALLS (FL705). PLANS FOR APPROVAL. NOT FOR CONSTRUCTION. DRAWING sueM<TTA1 EUFAULA ALABAMA N0. REVISIONS .MADE CK'D DATE ENGR DATE N0. REVISIONS MAGE CK-D DATE ENGR DATE SSE, NONE DATE . STATUS E] FOR CONSTRUCTION DRAWN BY:I -JJH 2/24/05 KSH PROPERTIES [•]� AL CHECKED BY: JACKSONVILLE, FL E] AMERICAN BUILDINGS COMPANY E]FOR PRwMI NARY DESIGN AWn BY: JYH 2/ /os CRANE CONSTRUCTION OF JAX DRAWING. 11969301 ABC-1 REV.NO. CAO BY: JYH 02/21/05 13:23:22 ver. 23.1 NUMBER 0 ROOF PANELS WALK DOORS ROOF CURB FRAMING RECENT PRODUCT REVISIONS TYPE;_ S3 GAGE:Z�COLOR;ROOF ® QTY SIZE TYPE SWING LACKSET CLOSER COLOR LINER TRIM LINF�OTRRIM SIZES ARE OUT TO OUT CURB DIMENSION AS UNDERSTOOD BY AMERICAN BUILDINGS THE FOLLOWING NOTES MAY OR MAY NOT PERTAIN TO THIS COMPANY(A.B.C.). DO NOT CUT PURLINS FOR CURB FRAMING UNLESS RELEASED BY SPEgFIC JOB BUT ARE NOTEWORTHY PRODUCT CHANGES. ._ IGtiTNESS WARRANTY:b_ —3070—6070 _S —NL—HG — —YES NO-- YES—NO THE A.B.C. DESIGNER. MAXIMUM LOAD FOR STANDARD ROOF CURB FRAMING IS 3000f. PAINT WARRANTY:YESWEATHERT — THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST BE 1.THINK SAFETY! UL 90 CERTIFICATION: NQ — 3070._6070 —S __NL—HG — —YES—NO YES_NO CLEARLY SPECIFIED IN THE ORDER DOCUMENTS. 3070—5070 —S_NL—HG _YES—NO YES—NO �Y WIDTH SLOPED AT RIDGE 3070—6070 —S _NL__IG —YES_NO --YES_NO WALL PANELS ®FPEC-1 ROOF CURBS TYPE: L3P GAGE-.2&COLOR:WALL BASS' w FPFV-2 FRAMED OPENINGS QTY WIDTH HEIGHT SILL HEIGHT FR WRAP TRIM LINER TRIM UNE�TRIM QTY OUTSIDE WIDTH OUTSIDE LENGTH MIN. HT. GAGE COLOR PAINT WARRMiIY: _ t�LOR — 8" 18 _YES —NO —YES—NO 8" 18 R SAVE TREATME — —YES—NO _YES—NO NT X._STANDARD GUTTER W/ DOWNWKXn 25'0 FT O.C. (MAX) — --- —YES ___NO —YES—NO SKYUGHTS / WALL LIGHTS FLANGE BACK GUTTER W/DOWNSPOUTS—FT O.C. (MAX) ---- .._YES—NO _YES—NO TRANSLUCENT SKYLIGHTS OTY:_ SIZE:— TRIM:__ SIMPLE EAVE TRIM —YES—NO —YES—NO TRANSLUCENT 4' 5" WALL LIGHTS QTY:..iii DELUXE SAVE TRIM —YES—NO —YES—NO ICE AND SNOW TREATMENT NO: —YES—NO —YES.NDFAME —YES NO —YES—NO CLEAR CORNER TYPE VERT OR SLOPED HEIGHT LENGTH PROJECTION UNDER FACADE UNIT _YES—NO YES —NO TRIM COLORS ® ,_YES—NO _YES—NO RAKE TRIM:_EAVE GUTTER/EAVE: FACIA PANEL TYPE GAGE: COLOR: TRIM COLOR• DOWNSPOUTS• FRAMED OPENINGS•MER WI DOWS SOFFIT PANEL TYPE: GAGE: COLOR: TRIM COLOR: CORNER: BASE TRIM: MISCELLANEOUS: SELF—FLASHING THERMA—PANE GLASS. BURNISH SLATE BACK PANEL TYPE GAGE: COLOR: TRIM COLOR: QTY WIDTH HEIGHT LINER TRIM LINER TRIMOR . PRIMER COLOR —YES--N0 CANOPIES CLEAR SOFFIT SOFFIT PRIMARY: IED SECONDARY: Rm —YES ---N0 QTY EW SW SLOPE PROJECTION LENGTH UNDER BEAM PANEL TYPE COLOR ROOF FASTENERS -- -- —YES—NO — — STANDING SEAM a YES _NO — A. 14 X 1 SELF DRILL HEX HEAD YES I,10 ,. EAVE TRIM : TRIM COLOR:_- DOWNSPOUT ELBOWS ONLY: DOWNSPOUT RETURN: 8. 14 X 1 SELF DRILL HEX HEAD W/WASHER --- --- STANDING SEAM III A. 14 X 1 SELF DRILL HEX HEAD B. 14 X 1 SELF DRILL HEX HEAD W/WASHER LOLAMRS OVERHANGS QTY PROJECTION LENGTH SOFFIT TYPE COLOR GAGE WHITE ADJUSTABLE W/BIRD SCREEN LONGSPAN SW — 26 X 1 1 4 SELF DRILL HEX HEAD W WASHERA. / / WIDTH HEIGHT LINER TRIM LINER TRIMQTY26 7 GRILL HEX HEAD W WASHERW — 8.$12 14 X 8 SELF / CoCOLAR LAC SEAM -- —YES—NO DOWNSPOUT ELBOWS ONLY: _ DOWNSPOUT RETURN: — A. 14 X 1 SELF DRILL HEX HEAD W/WASHER W B. 14 X i SELF DRILL HEX HEAD /WASHER —YES —NO EW — . za WALL FASTENERS —YES---NO Ew 26 LONGSPAN OR ARCHITECTURAL -- —YES ---NO A. X 1 1/4 SELF DRILL HEX HEAD PAMONS8.$12 14 X 7/8 SELF DRILL HEX HEAD --- --- --'��---.NO QTY WIDTH LENGTH HEIGHT PANEL TYPE GAGE CALOR sw►oow PANEL LINER PANELS A. 12 X 1 SELF DRILL HEX HEAD W/ NUT BLANK B. 14 X 7/8 SELF DRILL HEX HEAD LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR LINER TRIM TRIM COLOR --- --- ---- ----- TRIM FASMERS — — _YES _YES___NO FASTENERS ARE#14 x 7/8 SELF GRILL � w _YES FASTENER NOTE A = SHEETING/FLASHING TO STRUCTURAL CONNECTIONS SPECIAL NOTES B = SHEETING/FLASHING TO SHEETING/FLASHING CONNECTIONS ROUND 20"_THROAT WHITE VENTILATOR SPECIFY ON RETURN PFA INSULATION QUANTITY _RIDGE MOUNTED —SLOPE MOUNTED ® COLORS PENDING NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR ROOF X — _e• _ 9" X 10' RIDGE VENTILATORS - WALLS X — �_ _.. _QTY AT 10' SECTIONS _LINEAR FEET CONTINUOUS ORDER CALL FOR SHORT CLIP — PER CUSTOMER DRAWINGS (A4) CALLS FOR R19 BATT INSULATION ,. ROD BOARD:—ROOF; Wim: BEARING PLATE:__ IF INSULATION IS LOCATED BETWEEN PANELS AND PURLINS/GIRTS TALL CUP WILL BE REQUIRED ROOF JAX THERMAL BLOCK: BY ABC: BY OTHERS:•.__(3/4'THICK ONLY) QTY TYPE SPACER STRIP (FOR LOC SEAM WITHOUT INSULATION) DK-3 1/4' — 4"DIAMETER MISCELLANEOUS MATERIAL DK-5 4" — 70 DIAMETER DK-8 7" — 13" DIAMETER PLANS FOR APPROVAL NOT FOR CONSTRUCTION. N0. REVISIONS MADE CK'D OATS ENGR DATE N0. REVISIONS MADE CK'D DATE ENGR DA DRAWING SUBMITTAL NONE DATE EUFAULA ALABAMA STATUS ' [] FOR CONSTRUCTION DRAWN 8Y: - JJH 2/24/05 KSH PROPERTIESJACKSONVILLE, FL [] FOR P [•j FOR APPROVAL CHECKED BY• PERMIT ONLY AMERICAN BUILDINGS COMPANY []FOR PREUMNARY DEQ,AM eY:F JM 2/ /05 CRANE CONSTRUCTION OF JAX NUMBER'Y: DRAWING.1 969301 ABC-2 REV.NO. CAD BJJH 02 23 05 15:22:28 ver. 23.1 0 0 0 0 0 0 a 1 PORTAL SAY , I I 8P09-A 8P10- 9m < 1 N I N N 1 M 1 1 � I I I 1 1 i i I I I , 1 I I o o i 1 0 N I I I I 1 1 I 1 1 I I I ` I I � I I � I I I I I I I 1 I 1 I 1 I I I I I 1 1 EPOS-A BP04—A 1 1 V v I fall 11 I 1 1 t 1 1 I I I I I 1 1 I I 1 i I I I 1 i I I 1 1 I I I I I 1 I 1 I 1 I o 0 0 I I o 1 I o1 1 N N I I I 1 1 1 1 I I I � O I 1 1 I 1 I 1 I I I I I 1 I I I I I I I I , 1 1 M5-A 8PO4-A m 11 11 I I I I I I 1 1 I 1 I I i I I 1 I 1 1 1 i I I I I 1 I , 1 I I I - I o I I 1 1 - G 1 1 1 N N I l I i I I 1 I , 1 1 I I i I I 1 I 1 1 I sD 1 1 BPI 1-A OP12-A PORTAL SAY < 0 0 11 0 1p 11 0 0 202 221a 25'0 25'0 22'10 1 12-2 1 2 3 4 5 100'0 OUT TO OUT OF STEEL NOTE: THE FRAMING AT THE ENOWALL LINES IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO ANCHOR BOLT PLAN- THESE FRAME LINES REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS PLANS FOR APPROVAL UNLESS EXPLICITLY NOTED OTHERWISE. NOT FOR CONSTRUCTION. NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SSE: NONE DATE EUFAULA ALABAMA STATUS FOKSH PROPERTIES [] R CONSTRUCTION DRAWN BY: JJH 2/24/05 - - [,]FOR AP WN. CHECKED �: JACKSONVILLE, FL []FOR PERMIT Q%&Y AMERICAN BUILDINGS COMPANY []FOR PFMJk*KW DESIGN APPD BY: JYH 2/ /05 CRANE CONSTRUCTION OF JAX DRAWING. REV.NO. CAD BY: JJH 02/24/05 12:30:39 Ver. 23.1 NUMBER' 1969301 AB-'I 0 REACTION SCHEMATICS r LOADING FRAME UNES 01 05 LOADING FRAME LINES 02-04 CONDITION A D CONDITION A D H v Hx H v Hx (kip) (kips) (kips) (MPs) (kips) (kip) (kips) (kips) (kips) (kips) (kips) (kips) D +0.7 +2.1 -0.7 +2.1 D +1.1 +3.1 -1.1 +3.1 C +0.5 +1.2 -0.5 +1.2 C +1.0 +2.3 -1.0 +2.3 L +2.2 +4.9 -2.2 +4.9 L +4.0 +9.0 -4.0 +9.0 W -8.5 -15.3 +8.5 -15.3 M W -10.7 -19.8 +10.7 -19.8 M He0o") -S.S -8.5 H.S. -8.5 -8.5 1 A D W -8.5 -22.9 to +8.5 -22.9 to 1 A D W -10.7 -27.0 to +10.7 -27.0 to x braced +8.s +8.s „ at X braced ba +8.5 +8.5 v Hx Horizontal force due to X-bracing in the plane of the wall Hx Horizontal force due to X-bracing in the plane of the wall w LOADING CURTAIN WALL AT FRAME LINE 01 LOADING CURTAIN WALL AT FRAME UNE O5 CONDITION BIC CONDITION 8,C (kips) (kips) -6.0 -6.0 W to W to M +6.7 M +6.7 HE 1 A 8 C 0 E 1 A 8 C D v v NOTE: THE FRAMING AT THIS ENDWALL UNE IS NOT DESIGNED TO NOTE:THE FRAMING AT THIS ENDWALL UNE IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO THIS FRAME UNE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA THIS FRAME UNE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS EXPLICITLY NOTED OTHERWISE. UNLESS EXPLICITLY NOTED OTHERWISE. it LOADING PORTAL.FRAME CONDITION A 8 H v H v (kips) (kips) (kips) (kips) i D +1.2 +1.2 M H -4.3 -8.4 -4.3 -8.4 1 A e w to to to to v +4.3 +8.4 +4.3 +8.4 M PLANS FOR APPROVAL NOT FOR CONSTRUCTION. N0. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE; NONE DATE EUFAULA ALABAMA [) FOR DRAWN BY: ,IJH 2/24/05 KSH PROPERTIES [,)FOR��,,L CHECKED BY. JACKSONVILLE, FL []FOR PERMIT OWY AMERICAN BUILDINGS COMPANY []FOR PREUMI�r DESIGN APPD BY: . 2/ /05 CRANE CONSTRUCTION OF JAX DRAWING. REV.NO. CAD BY: JJH 02/24105 12:30:39 ver. 23.1 NUMBER' 96930 i A8-2 0 2'2 2'2 —GIRT GIRT— GIRT LINE—%, GIRT LINE GIRT LINE LINE LINE co I I o i �- 1 3 1 3 I O o °° P O N N co —— N I Ll 1 -1. T a intl� � 4 71 1 � � 7 4 -21+2 1 3/4-AB 2 2 1 3/4-AS 1 2 2 1 7 4 "� 4 7 3/4 AB 11 11 BP01—A BP02—A BP09—A PORTAL BASEPLATES BP10—A BP03—A GIRT GIRT °� 11 LINE LINE 41 3 3 8 101 co — 10; 8 3 3 41 -� M BP04—A BP05—A 6 6 11 11 6 1 2 2 3 4.� 1 2 2 3/4•A8 7 4 ,� .� 4 7 1 2 2 3/4-AS / 71 4 71 4 in I"-- F_ I JL r- r. 4c4i N uj 0o T Nj==1 1 OO N O i I oo I 1'3 2 r 1'3 2 I I00 GIRT GIRT LINE GIRT LINE GIRT LINE —GINE LINE- 292 > 2 Z PORTAL BASEPLATES BP06—A BP07—A BP 11 —A BP 12—A BP08—A BASEPLATE DETAILS PLANS FOR APPROVAL NOT FOR CONSTRUCTION. NO-1 REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING AL SCALE: NONE DATE EUFAULA ALABAMA TUS SrA ]FOR CONSTRUCTION DRAWN By.- JJH 2/24/05 K S H PROPERTIES [,]FOR APPROMAL CHECKED BY: JACKSONVILLE, FL []FOR PMXT ONLY AMERICAN BUILDINGS COMPANY []FOR PREININW DESIGN AM BY: ,IYFI 2/ /05 CRANE CONSTRUCTION OF JAX DRAWING. REV.NO. CM BY: JJH 02/24/05 12:30:40 ver. 23.1 NUMBER' 11969301 AB-3 0 SPLICE SPLICE QTY I SIZE DEPTH CLEAR AT SPLMT A 12 34X2 2658 2011 1 16 8 10 3/4 X 1 3/4 1'0 9Z16 25'7 5 16 C 12 3/4 X 2 2'6 5/8 20'11 1/16 12 12 29.6 29'e 3 1'6 1'6 404'9 4 0 4.9�+– 1/16) (+– 1/16) w i 3'S 3'5 N �+ N 3 5 2'10 t 210 Em m � m Ob RR..0101 RR--0101 — B C 0 0 N F FB-68-6 C A 0 o io in FH-6 FB-6 O o � w o o •- N ih N N N N M N O O N lV r- RC-0101 RC-0101 e1121 looll, tal 3'2 3.2 53'6 CLEAR 30'0 TO RIDGE t 3090 TO RIDGE 60'0 OUT TO OUT OF GIRT UNE D A w RIGID FRAME CROSS SECTION CSO 1-A FRAME ID: 11969301.01A FRAME UNES 01, 05 NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. PLANS FOR APPROVAL NOT FOR CONSTRUCTION. NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE GATE EUFAULA ALABAMA KSH PROPERTIES FO _ [] R CONSTRUCTION DRAWN BY: JJH 2/24/05 -JACKSONVILLE, FL [�]FOR APPROVAL[ CHECKED BY•;� AMERICAN BUILDINGS COMPANY PRELIMWWY DESIGN APPo BY.I JYH 2/ /05 CRANE CONSTRUCTION OF JAX DRAWING: 11969301 E-01 REV.N0. CAD BY: JJH 02/24/05 12:30:35 Ver. 23.1 NUMBER'l SPLICE BOLT TABLE SPLICE QTY SIZE DEPTH CLEAR AT SPLMT A 12 34X2 2934 208916 B 10 3/4 X 1 3/4 1'3 5/8 25'4 1/4 C 12 3/4 X 2 2'9 3/4 20'8 9/16 12 21 - 30'2 30-213 29'8 3 29'6 3 A 4 � {,�� 4 O '�'- M � 3'S 3'S rLo 3'5 1 2'10 t 210 1 Ln o e6 o 1 L RR-0201 x-0201 8 C o O N it -2.10 F8-2.1 C A o 0 o •r t FBL-2.10 FBL-2.10 0 0 N N N N04 M N O O *-"�L N N � R RC-0201 C-0201 1'0� a 8 1'0 53'0 CLEAR 3'5 34 3'S 30'0 TO RIDGE t 30'0 TO RIDGE 80'0 OUT TO OUT OF GIRT UNE 0 - A r RIGID FRAME CROSS SECTION CS02-A FRAME 10: 11969301.018 FRAME LINES 02-04 PLANS FOR APPROVAL NOT FOR CONSTRUCTION. EUFAULA ALABAMA N0. REVISIONS MADE CK'D DATE ENGR DATE N0. REVISIONS _ MADE CKID OATS ENGR OATS DRAWING SUBMITTAL SCALE; NONE DATE ?lq"• STATUS KSH PROPERTIES FOR CONSTRUCTION DRAWN BY. JJH 224/05 *�MR APPROVAL JACKSONVILLE, FL CHECKED BY: ] FOR PERMIT ONLY AMERICAN BUILDINGS COMPANY 1 FOR PREU104IRY DESIGN APPO BY: JYH 2/ °s CRANE CONSTRUCTION OF JAX DRAWING; 11969301 E-02 REv.No. H 4 1 :30:36 Ver. 23.1 NUMBER 0 CAO BY. JJ OZ 2 OS 2 THIS ROOF SYSTEM DESIGN USES ANTI—ROLL CUPS INSTALLED AS SHOWN IN SECTION RF50/AA WIN WR-1. ON DRA G D 0 LOCATIONS ARE INDICATED ON THE ROOF FRAMING PLAN. Clip Mark Number is: CL-12 100'0 OUT TO OUT OF PURUN UNE 12 2S'0 3 25'0 4 22110 5 22 2 2 22 10 SZ15-27.11 3/4P2 8215-29.5 3 4MR 8Z15-29.5 3 4RM 8215-27.11 3/4P1 (6 REQUIRED (6) REQUIRED 6 REQUIRED (6) REQUIRED TYPICAL U.N. TYPICAL U.N. TYPIC&U.N. TYPICAL U.N. EAVE STRUT UNE SEE S.W.)o 0 Nt BC6-31.8 oo S4 S4 S4 \\\ /// S4 S4 S4 S3 S3 S3 \\ /// S3 S3 S3 \ S2 S2 52 S2 s2 s2 // \ CL-12 CL-12 // \\\ CL-12 CL-12-50CL-12 S2 52 S2 // \ S2 S2 52 8Z12-2711 3/4P2 // 8212-29.5 3 4MR \\ 8212-29.5 3 4RM 8Z12-27.11 3/4P1 _ v v8C6-27.3 S2 S2 S2 S2 S2 S2 �`\ �� W j S2 S2 S2 � S2 S2 52 �001 00 SCUZB1 CLRB1 S1 l S1 1 SIA 1 S1 S11 A 400,O N % Q %ftft� i F F S2 S2 S2000 S2 S2 S2 5 o 0 o • �� ftftft $ � ftkob S2 S2 S2 .00BC6-27.3 S2 S2 52 - m °D 8212-27 1 3 4P1 8Z12-29.5 3 4MR 8212-27.11 3/4P2 \ 8212-29.5 3 4RM // S2 S2 S2 \\ / S2 S2 S2 \ / CL-12 CL-12 CL-12 CL-12 CL-12 \\ // S2 S2 S2 \\11% 01 S2 S2 S2 � x N N S3 S3 S3 Ile.1e / \\\ S3 S3 S3 S4 S4 S4 /// \\\ S4 S4 S4 BC6-31.8 < EAVE STRUT UNE SEE S.W. SZ16-2EE7.11 3/4P1 8Z15 REQUIRED 3/4RM ) RS 6 REO 82(15-29.5 3/4MR 8215-27.11 3/4P2 CD TrPICAI�U.N..O TYPICAL U.N. TYPICAL.U.N. SAG BRACING MEMBERS: 2'2 22'10 25'0 25'0 22110 2'2 S1 - SA2641.9 1/8NN (W/CPB-1 O EACH END) 1 2 3 4 5 S4 - 6C1633.411/4NN (W/CPB-1 O EACH END) 100'0 OUT TO OUT OF.PURUN UNE REFER TO BID-1.0 STANDARD CONNECTION DETAILS ROOF FRAMING PLAN PLANS FOR APPROVAL NOT FOR CONSTRUCTION. NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'0 DATE ENGR DATE DRAWING StlBMITTAL STATUS SCALE: NONE DATE EUFAULA ALABAMA _ ] FOR CoNSTRtx7M DRAWN BY: JJH 2/24/05 FOKSH PROPERTIES R��A L JACKSONVILLE, FL (]FOR PMV ONLY CHECKED BY: AMERICAN BUILDINGS COMPANY []FOR PREUMpNARY DESIGN APPD BY: Jy"I 1 2/ /05 CRANE CONSTRUCTION OF JAX DRAWING: 11969301 E-03REV.NO. CAD BY: JJH 02/24/05 12:33:15 ver. 23.1 NUMBER 0 • Sheeting Direction .10;I M h M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M n M M M M M-- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 po 0 �0 0 0 0 0 0 0 O 0 o O o 0 0 o O o o O o 0 0 0 p 0 o O O O o o O o 0 o O ow N Vf Vf 0 V1 V1 � Vl Vf N V1 Vf Vf N w w Vf Vf Vf Vf Vf N V1 Vf N N Vf 0 w 0 0 0 Vf Vl Vf Vf V) Vl v QI 0 N 1'6 i-RFEC-1 r(7)RFE-1 RFEC-1-� 1'6 7 r- m + v � t � t t t •f •f � w f t � t •r + � t t t f •t t t t � � � + t t •t w � t t t t t •f t t � t t •r � � t � t f M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 0 O pO O pO O O O pO O O O O O O pO O pO O O pO O O O O pO O O O O O pO O O O O O O O pO O O O O O O O O O O O N t t t t t �F f f t ♦ t f t t t f +' r' + t r' t t t (4 N ♦ N N N N N N N N N N N N N NN N N N N N N N N N N N N N N N N M M Sheeting Direction ROOF SHEETING PIAN PLANS FOR APPROVAL.. NOT FOR CONSTRUCTION. NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE.CK'D DATE ENGR DATE DRAWING SU6MtT11AL SCALE: NONE' DATE EUFAULA ALABAMA STATM KSH PROPERTIES [] FOR crosTRuc m DRAWN 9Y: JJH - .2/24/05 JACIKSONVILLE; FL ['] FOR APPROVAL. CHECKED BY: [] FOR PERMIT ONLY AMERICAN BUILDINGS COMPANY [] IN PREMRWY DESIGN AM BY:I JYH 2/24/05 CRANE CONSTRUCTION OF JAX DRAWING: 969301 E-04 REV.NO. CAD BY: . JJH 02 24 05 12:33:16 ver. 23.1 NUMBER 0 ROOF SRR:H FASTENERS) �� OF Arlo sTat� x�FASTENERS)) 6'4 87'4 6'4 TXT cn1a 3" RE�oRcm WHOM SEAM STANOMIG.SEAM 300 PANEL 300 PAML CUP S3PC-2R 810REINFORCED PANEL CUP ATTACHMENT DMLR 0 + A O O srAMM SEAM 300 TA m O - I i r ----- ---- -- ----------------------- •- ----- -- I � of Purlin Typ. Rows Typ. # of Clips Fasteners Total IZone of Purlins Per row Per Clip Clips I i A 2 3 S3PC-1 R 3 6 04 1 m B 2 44 S3PC-1 R 2 90 I C q544) 3 S3PC-1 R 3 6 OD I E � F o I i O O D 3 S3PC-1 R 2 15 ♦- I N .+. I E S3PC-1 2F 3 S3PC-1 R 2 15 O I + I � ' I I � . VERIFY INSULATION LOCATION ON RETURN PFA. SHORT CLIPS ORDERED, TALL CUPS WILL BE REQUIRED 1.6 IF 6" INSULATION THICKNESS IS PLACED BETWEEN PANELS AND PURUNS/GIRTS (R19) 1'6 i I I � of Purlin ITyp. Rows Typ. # of Clips I Fasteners Total I Zone of Purlins Per row Per Clip Clips G 5 3 S3PC-1 R 2 15 1 I H 5 44 S3PC-1 2 225 o G O O 1 5 3 S3PC-1 R 2 15 N I J 2 3 S3PC-1 R 3 6 O I _ C4 + K Z 44 S3PC 1R 2 90 I L 2 3 S3PC-1 R 3 6 . I � I I � --� -- --- - -- - - - ----- --- --- ----------- - - --- --- - 0 m O 6'4 87'4 6'4 SPECIAL REQUIREMENTS NOTE (STANDING SEAM 360) REINFORCED PANEL CUPS S3PC-1 R REQUIRED IN THE DESIGNATED 10000 AREAS. SEE SUB DRAWING RCO2TA FOR INSTALLATION. M PANEL CLIP LAYOUT PLANS FOR APPROVAL. NOT FOR CONSTRUCTION. NO. REVISIONS MADE CK'D DATE ENGR DATE N0. REVISIONS MADE CK'D OATS ENGR OATS DRAWING At• SCAB; NONE DATE EUFAULA ALABAMA STAMS IIE I FOR coNSIrR�,cTION DRAWN eY: JJH z/z4/os KSH PROPERTIES C,]FOR��,� JACKSONVILLE, FL E I FOR PEWff ONLY CHECKED BY: AMERICAN BUILDINGS COMPANY (]FOR PRaWNARY DESIGN APPo BY:I- JYH 2/ /05 CRANE CONSTRUCTION OF JAX DRAWING. 11969301 E-05 REV.NO. CAD BY: JJH -02/24/05 12:33:17 Ver. 23.1 NUMBER: 0 1U 2.5 TIt1-15.2 MI 2.S RSF-1 2.3 TR1-15.2 W 2.3 RSF_ RR-0101 RR-0101 TRECL 1 TCa1R 7RECR — �g1 L CL18_C_ ��—� �--.� CL18C N N I N \ \ 04 N I ao ao °1 on o o a o < o "- I ao I I < ao I a s 1 < < .I a CL °i a r: Ia ^ n i �2 CL L0.a I I M I FB-1 TYP. FB-1 TYP. I n. a. a a d a e_ e. a a (L a d CL a (L a 0. a a O I 8C15-19.2 5/8131 8C15-19.11 1 4P1 r 8C15-19.2 5/8P2 i mqI N N I I I (6)FPEC-1 w/(6)FPFV-2 II SK62X I _ _ -------- — OPEN TO 12'0 ELEV. FOR ------__ I N 8SF LIT BLOCK WALL SYSTEM BY OTHERS I � I I I I I I I I SHEETING PACKAGE MK# EW01 S—A d-0101 A EI-0102A RC-0101 RC-0101 (3-0 LAP) (3'0 LAP)8Z15-20.8 7/8ZM 8Z16-22.11 3 4MM 8215-20.8 7 •MZ NOTES TYPICAL O ENDWALLS: (2) REQUIRED 2 REQUIRED2 REQUIRED TYPICAL.U.N. TYPICAL U.N. T U.N. STRUCTURAL SUPPORT FOR THE WALL SYSTEM FURNISHED BY 2010 20'0 20'0 OTHERS IS NOT PROVIDED BY AMERICAN BUILDINGS COMPANY. D THE ROOF SYSTEM, BY AMERICAN BUILDINGS COMPANY, IS NOT DESIGNED AS A TRANSFER MECHANISM FOR ANY LOADS DEVELOPED 60'0 OUT TO OUT OF GIRT UNE IN THE WALL SYSTEM FURNISHED BY OTHERS. GABLE ANGLE GA-1 do RSA-1 TYPICAL w/CL-21 CUPS THE FRAMING AS DEPICTED IS NOT DESIGNED TO EN DWALL FRAMING ® FRAME LINE 01 ACCOMMODATE ANY FUTURE EXPANSION. 1-15.2 W 2.5 RSF 1 UtU 2.3 TR1_15.2 W 2. 2.5 TR 5 RSF-1 RR-0101RR-0101 __ � TCa1R�TRECR CLI 8C —— —— —— ——_ CL18C IC IL �ECL vi N N 1D � � N ` f ♦ ` \ N I \ I ` ♦ \ .- N O I I O N \ I I a0 A a p < ; < < O p pj In a0 ap O i • of a a O I I a a al L n. d a a I I a a N N N o� FB-1 TYP. d a a. e, n. a a a a. CL n. Q. Q. Ir 1 TYP. CL O I 8C15-19.2 5/3P1 ` FB- 8C15-19.11 1 4131 8C15-19.2 5/a132 al TCL- 04 N I I I I (G)EPEC-1 w 6 FPFV-2 I SK62X E-07 —OPEN TO 1290 ELEV. FOR -------= I N 8" S LIT BLOCK WALL SYSTEM BY OTHERS I I I I I I a-0501 EI-0502A RC-0101 PACKAGE MK# EW05S—A Rc-0101 Rc-otot 8215-20.8 7 8ZM (3'0 LAP) 821 - .1114MM (3.0 LAP) 8Z1s-20.8 7[8MZ (2) REQUIRED (2) REQUIRED (2) REQUIRED TYPICAL U.N. TYPICAL U.N. TYPICAL.U.N. 20'0 20'0 2010 A B C D 60'0 OUT TO OUT OF GIRT UNE GABLE ANGLE GA-1 do RSA-1 TYPICAL w/CL-21 CUPS EN DWALL FRAMING ® FRAME LINE 05 PLANS FOR APPROVAL NOT FOR CONSTRUCTION. N0. REVISIONS MADE CK'o DATE ENGR DATE N0. REVISIONS MADE CK'D DATE ENGR DATE DRAWING_SUBMnTAL SCALE: NONE DATE EUFAULA ALABAMA �"� KSH PROPERTIES []FOR CONSIRUCTM DRAWN BY: JJH 2/24/05 JACKSONVILLE, FL [f]FM APPROVAL CHECKED BY: []Fat PERMIT ONLY AMERICAN BUILDINGS COMPANY []FOR PREM NARY DESIGN APPD BY:I JYH 2/ /05 CRANE CONSTRUCTION OF JAX DRAWING. 11969301 E-06 REV.NO. CAD BY: JJH 02/24/05 13:48:26 Ver. 23.1 NUMBER 0 r GE-1 R r(7)TGT 1 w/(7)7EC 1 do (7)FSE-1 GE-1 L-s 1 E8052-24.11 1 2JZ _z-FSPR 1 E8052-24.11 1 2ZZ .I'FSPR 1 E8052-24.11 1 2ZZ 1 E8052-24.11 1 2ZJ -- I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. o 2,10 RR-0301 I 1 i 1 1 I I I I 1 I 1 I I I 1 I I I I I I I I I I i I 1 I i i I I o I I a aa d d d d a a as a d a a <a ate. d a a d a a ate. ate. a a d � I I a a a IL a a a a a a a a a a a a a a a a a a a a a a a a a a a a. a o I 8014-24.11 1 2P1 8C13-24.11 1 4P1 BC13-24.11 1/4P1 SC14-24.11 1 2P2 I in I C4 I (I O)FPEC-1 w/(10)FPF V-2 o ` OPE 12'0 ELEV. FOR ——___ ____——_� E-07 —————_ 8" SK62X P1 USL-4.s SPLIT BLO WALL SYSTEM BY OTHERS SIDELIGHT I I SHEETING PACKAGE MK# SWO1 S—A I RC-0301 RC-0301 :� (6'0 W) (310 up) (610 LAP)8Z14-27.11 3/4JR 8216-29.5 3/4�RM 8Z16-29 S 3/4MR 8Z14-27.11 3 4RJ (2 REQUIRED (2 REQUIRED 2) REQUIRED (2) REQUI WALL PANG. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 2'2 22'10 25'0 25'0 L 22010 2'2 �, GIRT 1 2 3 4 5 - - 100'0 OUT TO OUT OF GIRT UNE wAu.AWN FAS�1ER� 1-0 o.C. SIDEWALL FRAMING PLAN 0 GRID LINEA 4'-s'SIDELIGHT ( SIDE LIGHT SIDELAP L3SL-4.5 CONNECTION DETAILS) in ADE CLOSURE WALL MAIN FASTENER(S) 12X1 1/4 EACH SIDE OF MAJOR RIS NOTES TYP. O SIDEWALLS: 2-W O.C. GIRT FPOC-1 STRUCTURAL SUPPORT FOR THE WALL SYSTEM FURNISHED BY PPFY-Z OTHERS IS NOT PROVIDED BY AMERICAN BUILDINGS COMPANY. N r CONI.Km WALL SYs1EM(BY O HIM) THE ROOF SYSTEM, BY AMERICAN BUILDINGS COMPANY, IS NOT DESIGNED AS A TRANSFER MECHANISM FOR ANY LOADS DEVELOPED SIDELIGHT BETWEEN INTERMEDIATE GIRTS SK62X IN THE WALL SYSTEM FURNISHED BY OTHERS. NOTE: FE-07 PRE-ORAL ALL FASTENER HOLES TffiFFCRE PWALIJ►TION. jr-GE-IR r(7)T GT 1 w/(7)TFEC 1 do (7)FSE-1 GE-1 L-I 1 E80S2-24.11 1 2JZ r 1 E8052-24.11 1 2ZZ r ESPR 1 E80S2-24.11 1 2ZZ j ESPR 1 E80S2-24.11 1 2ZJ 2910i o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n n � n RR-0301 I < < < < < < < < < < < < < < 104. < < < < < < < < < < < < < < < < < < 1 o I I a a a a a a a a a a a a a a a. a a a a a d o a a a a a a a a a a � I I a s a s a s a a s a s a a a a a a a a a a. a. a s a a. a a a a a. a. a o o + SC14-24.11 1/2P1 8013-24.11 1/4P1 8C13-24.11 1/4P1 8014-24.11 1/2P2 21 C4 I —— i 10 FPEC-1 w 10 FPFV-2 I — -OPEN TO 12'0 ELEV. FOR - -------- C4 8" SPT BLOCK WALL SYSTEM BY ERS i P1 = L3SL-4.5 -0 SIDELIGHT i RC-0301 RC-0301 (6'0 LAP) (3'0 LAP) 8Z1 LAP)8Z14-27.11 3 4JR 8Z16-29.3 3 4RM 8Z16-29.5 3 4MR 8Z14-27.11 3 4RJ (2) REQUIRED 2 REQUIRED (2) REQUIRED (2) RED TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 2'2 22'10 25'0 25'0 22'10 22 5 4 3 2 1 SHEETING PACKAGE MK# 5W02S—A 100'0 OUT TO OUT OF GIRT UNE SIDEWALL FRAMING PLAN 0 GRID LINE D PLANS FOR APPROVAL NOT FOR CONSTRUCTION. REVISIONS MADE CK'D DATE ENGR DATE DRAWS SUBMITTAL Ste: NONE DATE EUFAULA ALABAMA N0. REVISIONS MADE CK'D DATE ENGR GATE NO. _ srATus KSH PROPERTIES []FOA CONSTRUCTION WAWN W. JJH 2/24/05 JACKSONVILLE, FL •J MR APPROVAL CHECKED BY: FOR PIcRMIT ONLY AMERICAN BUILDINGS COMPANY FOR PRImbir ARY DESIGN AMD BY:I JYH 2/24/05 CRANE CONSTRUCTION OF JAX DRAWING. REV.NO. CAD BY., JJH 02/24/05 13:48:27 Ver. 23.1 NUMBER' 11969301 E-07 0 BRACE CHANNEL SPACING: RIDGE BRACE CHANNEL 6C16—LENGTH (TYPICAL THIS LOCATION) RIDGE BRACE CHANNEL — q RIDGE 6016-LENGTH STRUCTURAL FASTENER(S) SEE BR96WIAA STRUCTURAL FASTENER(S) PURLIN PURLIN BRACE CHANNEL LENGTH (2)#12X11/4 SDHH (2)#12X1 114 SDHH 1. APPLICABLE TO ROOFS WITH STANDING SEAM II, STANDING SEAM 360. LOC-SEAM. 6016-LENGTH(LENGTH PURLIN SPACING-3/4� , _ MIN.EDGE DIST. 516'MIN.EDGE DIST. LOC—SEAM 360 AND SEAM—LAC PANELS. ———— 2. PURLINS ARE TO BE INSTALLED WITH PURLIN WEBS 90'M RAFTERS BRACE ANGLE . - SPACING --- '—' SA2—LENGTH ———————————————————————— I 3. PURLIN BRACING IS NOT TO DISTORT OR ALTER PURLINS FROM THEIR INTENDED (TYPICAL UNLESS NOTED) I I SHAPE AND LOCATION. I PURLINS I 4. SPACING AS REQUIRED BY DESIGN. FOR FM REQUIREMENTS BRACING NOT TO EXCEED RIDGE BRACE CHANNEL SPACING. I 80" O.C. RIDGE —————————— -- RAFTER l CPB-1 5. DETAILS OF ERECTION DRAWING SHEET BID-1, WHEN USED IN END BAYS OF BUILDING — RIDGE BRACE CHANNEL LENGTH T RAFTER FIELD ATTACH FIELD ATTACH MUTUAL PURUN AND WITH AN OBRACINGMAXIMUREQUI MINENTS (BRACINGBETWEEN URLINNOT APPLICABRACINGBLE FOR SCREWORY DOWN PURLIN I PURLIN SPACING CHANNEL LENGTH MARK NUMBER 1116' 11ROOF SYSTEMS16' *BRACE CHANNEL MIN.CUTBACK MIN.CUTBACK ) I 1'-11314'TO 2-4 718' r-1 6016.2.2 6C 16—LENGTH STRUCTURAL FASTENER(S) STRUCTURAL FASTENERS) I (TYPICAL THIS LOCATION) (2)#12X1 114 SDHH (2)#12X1 114 SDHH "" 2'-5"TO Z'-11318' 2'-5 518' 8016.2.5 518 I I 2'-11 111 TO T-W 2'-11718' 6C16-2.11 718 EAVE SMUT SPACING RIDGE SPACING TYPICAL BAY . NOTE: *S NG AS REQUIRED BY DESIGN. CHANNEL LENGTHS ABOVE ARE FOR .RAT EXISTING BUILDINGS. VERIFY AND FIELD MEASURE ALL SPACINGS. PURLIN BRACING KEY PLAN BR90 DETAIL AT RIDGE PURLIN BR94 PURLIN BRACING NOTES BROA BRACE CHANNEL MARK NUMBERS BR96W 8" & 9 1/2- ZEE PURLINS w/STANDING SEAM ROOF AA 8.OR 9111 PURLIN BRACING AA AA 8"OR 9111 PURLINS AA BRACE ANGLES ARE TO BE INSTALLED DIAGONALLY ALTERNATING END POSITIONS PURLIN BRACE CHANNEL BRACE ANGLE BRACE ANGLE BRACE CHANNEL 50'-0" MAX.NELS 6C16—LENGTH SO2—LENGTH SO2—LENGTH 6C16 LENGTH BETS g�CE CFUW SEE BR94/ BRACE ANGLE PURLIN SEE BR96W/AA ROOF UNE SEE BR51� LNG {�GTM SPAC BSA�2 ANGLE ('EYP.) ISPACING SEE BR91/M 7,1 PURLINS (TI / BRACE CHANNEL BRACE ANGLE 6016-LENGTH EAVE STRUT SO2—LENGTH STEP 1 STEP 2 PION GIRT UNE M sAF>RY PRI:cAutloN: 90'// DONT ALLOW 000JEUrS TO BECOME Fl LD ATTACH CPB-1 A FALUNG HAZARD TO THDSE BENEATH ��STRU/4RAL FASTENERS CPB-1 1 THE ROOF. WORIM SHOW WEAR 4� � OSHA APPROVED HARD HATS. I PURUN(TYP.) 12X1 1 90' 11 FIELD ATTACH BASE UNE VVE STRUT BRACE CHANNEL STRUCTURAL FASTENEp.(S) 6C16—LENGTH STEP 2: ,NOTE; (2)#12X1 1/4 SDHH SEE BR96W/AA yip 1: FIELD ATTACH LOCK BRACE ANGLE PURLIN SPACING LESS THAN 4'-0' STRUCTURAL FASTENER(s) Nor: INSERT BRACE ANGLE TAB INTO POSITION BY AND AT EXISTING STRUCTURES: (2)#12X1114 SDHH INSTALL BRACE CHANNEL AS CLOSE INTO DIAMOND SLOT BENDING TAB 90'. BEN TAB 90' AND ATTACH WITH AS POSSIBLE TO BRACE ANGLE. ROTATE BRACE ANGLE 90' FLAT AGAINST PURLIN WEB1/4 Am STRUCTURAL FASTENER PURUN BRACING CROSS SECTION-ROOF SLOPES LESS THAN OR EQUAL TO 1:12 BR93 BRACING .DETAIL-ROOF SLOPE LESS THAN OR EQUAL TO 1:12 BR51 BRACE ANGLE INSTALLATION BR91 BRACE CHANNEL INSTALLATION BR92 8"OR 9 1/2"ZEE PURUN w/STANDING SEAM ROOF—RIDGE BUWNG SHOWN,SINGLE SLOPE SIMILAR AA 8"do 9 1/2" ZEE PURLINS w/STANDING SEAM ROOF — HIGH SIDE SIMILAR AA STANDING SEAM ROOF AA AA BRACE CHANNEL 6C16—LENGTH BRACEAIAI 6C LENGTH �" p ,IN SEE BSEE R52/M SPACING SEE BR96W/Ap► B 50'B gi1WN �� ROOF UNE SSAA22—LENGTH - -- SPACING SEE BR91/M STRUCTURAL F:STcN�RlS — I (2)FER BRACEXANIGLF ILL PLAN VIEW r STRUCTURAL FASTENER(S) I PURLINS (`I'YP.) Ler— (8)PER PU Ltt�l BRACE BRACE ANGLE I PURUN BRACE SA2—LENGTH i W EACH PURLIN B,Z4�'E UI.1�� AT 1/3 POINTS IF THERE ARE I 1/2* CPB— GIRT / NO PURLIN BRACE LINES) GIRT UNE PURLIN sAFElY PRECAUTM: FlEL.D ATTACH CPB-1 DONT ALLOW�s T ow n eECOME 4) STRUCTURAL FASTENERS I —BRACE ANGLE A FALLM HAZARD M INDSE BENEATH 12X1 1/4 SA2—L ENrTH THE OSHA ROOF. �SNOtAt r I PURUN (EYP.) BASE UNE SAVE S BRACE NEL SEE BR96W/M SECTION VIEW PURLIN BRACING CROSS SECTION-ROOF SLOPE GREATER THAN 1:12 BR93B BRACING DETAIL-ROOF SLOPE GREATER THAN 1:12 BR52 PURLIN BRACING WITH STANDING SEAM ROOFS BR097W 8"OR 9 1/2"ZEE PURUN w/STANDING SEAM ROOF—RIDGE BUILDING SHOWN,SINGLE SLOPE SIMILAR AA 8"do 9 1/2-ZEE PURUNS w/STANDING SEAM ROOF — HIGH SIDE SIMILAR AA STANDING SEAM ROOF AA NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS- MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE - DATE - - —-- - EUFALTIrA _ ALAS-AMA STATUS 4 REV. BR93AA. BR51 AA. BR91 AA, BR93BAA. BR52M THG BU 1-5-04 do BR96WAA, REDRAW ALL YML JJH 7-1-03 [�k] FOR CONSTRUCTION DRAWN BY: THG 12-1-97 BRACING I N STALLATI 0 N DETAILS 3 REVISED BR90AA, 8R94AA, BROAAA [] FOR APPROVAL CHK'D BY; BU STANDING SE/W ROOFS X"RICAN BUILDRiI i.70-711'r f-,LNy 2 REV. BR90AA, 91 AA, 93AA. 94AA, 96WM do OAAA. ADDED 51 AA, JJH THG 12-02-02 [] FOR PERMIT ONLY 5 REVISED BR51AA, BR52AA, BR93M, BR93BAA BROAAA. BR90M do TAC THG 9-10-04 52AA. 93BAA. DEL BR97AA, 95AA. 96M do 98M. [ FOR PRELIMINARY DSGN AFP BY: s':1RAWINv. EiD-1.0 <<LV.No. BR91M ADDED BR09WM 1 REVISED BR91M YML THG 10-23-01 RELEASE NO.TIR.08.2004 CAD BY- ��JUt �, `�� ENDFRAME SETBNOTE:ACK FOR ADDITIONAL BOLT PAIRS, (SEE AB PLAN) FOR DDITIONAL BOLT PAIRS. USE SAME SPACING AND CAGE. 3 1/20 3 1/2* "M w� USE SAME SPACING AND GAGE. GIRT DEPTH 4" A A p' I I I I �? ANOHO�R�RLT .A" ,.8. 3/4" 4' 2" o GIRT UNE 1" 4" 2• 'A" — — c _ 1 1/2" 5" 12 1/2 GIRT UNE--e'oeANCHOR BOLTS 7' -I- [:I— (QUANTITY AND SIZE MAY VARY) I I t SEE ANCHOR BOLT PLAN l f ANCHOR •A" "B' 3/4" 4" 2" 1' 4" 2" SEE ANCHOR BOLT PLAN ANCHOR BOLTS (QUANTITY AND SIZE MAY VARY) 1 1/4" 5" 2 1/2 FOR SIZE SEE ANCHOR BOLT PLAN 1 1 2" 5" 2 1/2 . BASE PLATE & ANCHOR BOLT SETTING BYPASS GIRTSJ SP02R I BASE PLATE & ANCHOR BOLT SETTING BYPASS GIRTS BP08R PIPE COLUMN BASE PLATE (4 BOLT PATTERN) BP14 RIGID FRAME AA RIGID FRAME AA NOMINAL PIPE DIAMETERS 6" ENDFRAME SETBACK (SEE AS PLAN) NOTE: 5" 5" " NOTE: 1 1/2- 4" A A FOR ADDITIONAL BOLT PAIRS, FOR ADDITIONAL BOLT PAIRS, USE SAME SPACING AND GAGE. B" USE SAME SPACING AND GAGE. r r I I i I --- _—_— --- � ANOIHµoIRLT .A" "B" N ETER a3/4" 4" 2" " • t B 4' 2' "A" "B" • t 1 1/4- 5" 2 1/2 _ 1 1/2- 5" GIRT LINE LANCHOR BOLTS (QUANTITY AND SIZE MAY VARY) loo GIRT LINE— SEE ANCHOR BOLT PLAN I I ANCHOR ECXTS (QUANTITY AND SIZE :t-%Y VARY) _ SEE ANCHOR BOLT PLAN — ANCHOR SOLT "A" "B' DIAMETER 3/4m 4" 2" 1' 4" 2" SEE ANCHOR BOLT PLAN 1 1/4- S' 2 1E2 FOR SIZE wo 1 1/2 0 5" 2 1/2 BASE PLATE & ANCHOR BOLT SETTING INSET GIRTS BP02Q BASE PLATE & ANCHOR BOLT SETTING INSET GIRTS BP08Q PIPE COLUMN BASE PLATE 4 BOLT PATTERN BP15 RIGio FRAME AA RIGID FRAME AA NOMINAL. PIPE DIAMETER 8"OR 10" AA A EDGE OF 6" 6" SLAB STANDARD 1 3/ A DOOR WIDTH 1 3/8 t 4"" TYPICAL ANCHOR BOLT LAYOUT •, I'I l• : •. I 2" MIN. r i120 I I 8 I •�' ,• i 2 12 3 +r 41 1/2 1 FINISH FLOOR •• t FINISH GRADE7 •_.. •.„1 �,• r AS REQUIRED BY FOUNDATION DESIGNER SEE ANCHOR BOLT PLAN r t;•. 1/2-0 ANCHOR BOLTS NOS FOR SIZE ::•' (NOT BY A.B.C.) WHEN LOCAL CODE OR DESIGN DICTATES SECTION "A-A" NOTCH FOR PANEL AS REQUIRED FRAMED OPENING ANCHOR BOLT DETAIL OF61 SPECIAL SECTION AT PANEL BASE A131 PIPE COLUMN BASE PLATE (4 BOLT PATTERN) BP16 AA � AA NOMINAL PIPE DIAMETER= 12" - NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE D,S T E EUFAULA AL X!LMA NOWSTATUS-- TYP I CAL BASE PLATE DETAILS [�c] FOR CONSTRUCTION DRAWN BY: MN 12-1-97 AND • k_y oaPAA ADDED AB 1 OAA THc 8LJ 10-1-02 [ FOR PERMIT ONLY FOR APPIWVAL CHY.'o BY: eLJ ANCHOR B 0 LT SETTINGS AMERICAN E UTI.DiOS Cot�P'Ati Y .. OMITTED BP02PAA, BP ] 2 REV. SP;02RAA,020AA.02PAA.08RAA,080AA.08PAA REM. SP;12AA,13AA TAC THC 7-13-01 [] FOR PREUMINARY DSGN APP BY: T DRAWING. i k -'.NO. 1 REV. BP;02RAA,02QM,02PAA.08RAA,08QAA.08PAA CKJ THG 7-98 RELEASE NO.TIR.06.2002 CAD BY: N!iMSER t Bpo �'�' ^.3 SAFETY PRECAunolt RIGID FRAME RAFTER STAY WELLPRECAUTION: of t:CAN STAY WELL N THE CLEAR OF LAADS 7M LFrM BEING MOVED BY ANY TYPE Lr7M RIGID FRAME RAFTER RIGID FRAME RAFTER RIGID FRAME RAFTER BES��R ANY HANDS DEVICE.BE SURE TO KEEP HANDS ) .) AND�r�CLE R Of�a LOAM AND FEET CLEAR OF MOVM L,OAos. PRIMARY BOLTS (TYP. PRIMARY BOLTS (SEE ZE R�l�lTTTY� FOR (SEE CROSS SE ON FOR SIZE AND QUANTTT1r7 RIGID FRAME COLUMN RIGID FRAME COLUMN PRIMARY BOLTS ) RIGID FRAME RAFTER SAFETY pRocAUTTON: (S�AND Q SECTION- FOR PRIMARY BOLTS (TYP.) AMERICAN BL LOM COMPMNY RECOMMEHos SAFM�PRa7FJMM EQUOMENT (SEE CROSS SECTION FOR RIGID FRAME RAFTER THAT ALL WORKERS WEAR SIM TOE SHOES SHOULD AL.MIIIY$MEET OSHA STANDARDS. SIZE AND QUANTITY) WTH MEMARNAL GUARD.m PROTDCTION IMO WIRD HATE. DIAGONAL HAUNCH CONNECTION AT BLDG. EAVE MR 11 INTERMEDIATE RAFTER CONNECTION DETAIL MF21 RIDGE RAFTER CONNECTION DETAIL MF22 DIAGONAL HAUNCH CONNECTION AT HIGHSIDE EAVE MR 6 RIGID FRAME AA RIGID FRAME RAFTER AA RIGID FRAME RAFTER AA RIGID FRAME AA PRIMARY BOLTS) R.F.RAFTER BOLT GAGE SAFETY FRIM MlCLEAR OFlm INTERIOR COLUMN CUP ANGLE (tea MAKE COMMM MCVM� FRM" PRIDIMMY PRIMARY BOLT(S) CL-20— spm seRAcm �eEtoRE uFING LINES SAMY ' LAX EACH WORKER IWNE BE TD 3/4X2 3/4 A325 PRIMARY BOLTS) ' ` TO USE THE SAFEST AND MOST RIGID FRAME RAFTER T E oucWITH TWO WASHERS EACH RIGID FRAME RAFTER PRoTlvE IeECTION ECHNIOLIEs. 3/4X2 3/4 A325 �) PRIMARY Np. r m� -- - f �. 1 %FloSAFTff PRECAUI1 T>t/S' WORKERS SHOULD ME TRAMED IN AHE PROPER ERECIION PROCEDURES R t'MIN.x E \) FOR ALL JOBS. N ( ) I SIDE VIEW _ MMI. man R:2'x r x w v 9r RIGID FRAME COLUMN I R.F.COLUMN = E MML SAFEIY H WORKER SHOULD• BE TRAINED _ �; PRIMARY BOLTS (TYP.) T T USE 7m SAFEST AND MOST J4) 1/2 X 2 A325 I` PRIMARY BOLTS .) 'm ERwnON TECHNIQUES. TYPICAL CONNECTION AT GAPS L 3'x T x w 3'MIN. WASHERS IF REQUIRED) (SEE CROSS SECTION FOR INTERIOR INTERIOR SIZE AND QUANTITY) t.SHIMS REQUNlED AT GAPS>t/B'. E E PIPE PRIMARY BOLTS ('TYP.) I WIDE FLANGE L RACE NON—TAPERED SHIMS BEIWEEN BOLT PAILS AS REQUMED N COLUMN I COLUMN GAPS IN COMPRESSION AREA ORfJITER ARAN t/e'AND TACK WELD. W 4) 1/2 X 2 A325 3.TACK WELD NON—TAPERED SHM t' MN. x E x T WM SOES 2SHERS IF REQUIRED) OF RIGID FRAME RAFTER s�s'x T x w NON—TAPED®SHIMS TO MEFr Also"FLOWER' SECTION"A"— 4 ALL SF LINO MATT:R&MLD STEEL. (smim THROUGH GAP) II.RIDOE SHIMMM DETAILS SAUJA:. VERTICAL HAUNCH CONNECTION AT BLDG. EAVE MF12 RIGID FRAME ENDWALL WITH CENTER COLUMN EF29 TYPICAL HAUNCH SHIMMING DETAILS MF19 INTERIOR COLUMN CAP CONNECTION MF26 RIGID FRAME AA COLUMN TO RAFTER CONNECTION AA RIGID FRAME AA CONNECTION AT RIGID FRAME RAFTER W/FLAT BOTTOM FLANGE AA STAY CLEAR MY MOVING LOAD. SAY EAR pracAuMY MMG LrQA& 1�'6" MAKE CERTAN ALL FRAMNG IS PROPERLY MAKE CERZAN G ALL FR*M LS PROPERLY RIGID EFRAME BRACEDOlt WYEDAn ri3iovmBEFORE L!"M LINES BRAARECED Oft BEFORE LIFTNG LINES ENDWALL INTERIOR RIGID FRAME RAFTER RIGID FRAME RAFTER 1" COLUMN CUP TYP. TYP. A� _ 3/8" I I 2 3/4" PRIMARY BoLTI 4 316" TIGKI EN UT AGAINST A325 WASHER LOCATED / I 1 (1 ( UNTHREADED PORTION i I ON SLOTTED SIDE OF BOLT. THIS CONNECTION I—I I 2 3/4" IS DESIG 3EP.T MOVE. _ I I i AA I 2 1 3" I _ I I I ENDWALL COLUMN ENDWALL GIRT I I \ ENDWALL INTERIOR I I ( I i COLUMN CUP PRIMARY BOLTS PRIMARY BOLTS (TYP.) I I SECTION A=A 4 1/2 X 2 A325 WASdERSX 2 2 A3225 I I RAFTER LOADING IF REQUIRED) INTERIORASHERS IF REQUIRED) ( INTERIOR INTERIOR INTERIOR PIPE WIDE FLANGE PIPE WIDE FLANGE COLUMN I PRIMARY BOLTS I COLUMN COLUMN I I PRIMARY BOLTS (TYP.) I COLUMN I \ 4) 1/2 X 2 A3 5 I (4) 1/2 X 2 A325 WASHERS IF REQUIRED) (WASHERS IF REQUIRED) I PRIMARY BOLTS) ENDWALL COLUMN 3/4 X1 3/4 A325 WITH (1) WASHERS INTERIOR COLUMN CAP CONNECTION MF27 INTERIOR COLUMN CAP CONNECTION AT RIDGE MF28 CUP CONNECTION To cot.uMN INTERIOR COLUMN CONNECTION EF28 CONNECTION AT PRISMATIC RIGID FRAME AA CONNECTION AT RIGID FRAME RIDGE RAFTER AA RIGID FRAME ENDWALL AA NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE EUFAUI,A ALABAMA STATUS [*1 FOR CONSTRUCTION _ DRAWN BY: TAG7-13-01 TYPICAL -MAIN-FRAMING [] FOR APPROVAL CHK.D BY: CONNECTIONDETAILS [ FOR PERMIT ONLY AMERICAN BUILDINGS COMPANY 2 REVISED MF26AA, MF27AA & MF28AA TAC THG 1.0-22-04 [] FOR PRELIMINARY DSGN APP BY: DRAWING. REV.NO. 1 REVISED EF28AA YML THG 9-1-03 RELEASE NO.TIR.09.2004 CAD BY: NUMBER' DMF-1.1 2 BOLTED JOINTS: BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE ASTM A325 BOLT PRETENSION SCHEDULE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". JUNE 23, 2000, BOLT SPECIFIED MINIMUM BOLT NUT OR HEAD ROTATION FROM W W RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE ON THE ABC DIA. PRETENSION SNUG—TIGHT CONDITION CUT WASHER ERECTION DRAWINGS, ALL A325 BOLTS ARE USED IN CONNECTIONS DEFINED AS SNUG—TIGHT JOINTS (ST). FOR INSTALLATION IN SNUG—TIGHT JOINTS.ALL BOLT HOLES SHALL BE ALIGNED db LbS4db 4db<LbOdb WEB AF COLUMN EX WEB AF COLUMN TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE DAMAGE TO THE THREADS. BOLTS 1/200 12 KIPS A325 °R RAFTER TYPICAL OR RAFTER SHALL BE IN'ALL HOLES WITH NUTS THREADED BEFORE COMPACTING THE JOINT TO THE SNUG—TIGHT POSITION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE 314"O 28 KIPS 1/3 TURN 1/2 TURN I JOINT. THE SNUG TIGHT CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS 7/8-0 39 KIPS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD 1"¢ 51 KIPS WRENCH SO THAT THE CONNECTED PLIES ARE SOLIDLY SEATED AGAINST EACH OTHER, BUT OROD BRACE NOT NECESSARILY IN CONTINUOUS CONTACT. MORE THAN ONE CYCLE THROUGH THE BOLT EYE BOLT PATTERN MAY BE REQUIRED TO ACHIEVE THE SNUG—TIGHT CONDITION. INSPECTION: CONNECTIONS WITH A325 BOLTS WHICH ARE DEFINED AS PRETENSIONED (PT) OR SLIP—CRITICAL (SC) JOINTS WILL BE NOTED AS SUCH ON THE ABC DRAWINGS OR BY THE ENGINEER OF INSPECTION REQUIREMENTS FOR SNUG—TIGHT JOINTS CONSISTS OF VERIFICATION THAT BEVEL WASHER NUT RECORD. ALL CONNECTIONS WITH A490 BOLTS ARE EITHER PRETENSIONED (PT) OR THE PROPER FASTENER COMPONENTS WERE USED AND THAT THE CONNECTED ELEMENTS HEAD ICAL SLIP—CRITICAL (SC) JOINTS. PRETENSIONED JOINTS ARE TYPICALLY REQUIRED WHEN THE JOINT WERE FABRICATED PROPERLY. AFTER ASSEMBLY. IT SHALL BE VISUALLY ENSURED THAT IS SUBJECT TO SIGNIFICANT LOAD REVERSAL.THE JOINT IS SUBJECT TO FATIGUE LOAD WITH NO THE PLIES ARE SOLIDLY SEATED AGAINST EACH OTHER, BUT NOT NECESSARILY IN LOAD REVERSAL. THE BOLTS ARE SUBJECT TO TENSILE FATIGUE,THE BUILDING SUPPORTS A CONTINUOUS CONTACT, AND THAT WASHERS, IF REQUIRED. HAVE BEEN USED. - CRANE OF OVER 5—TON CAPACITY, OR THE CONNECTION IS PART OF THE SEISMIC LOAD NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. RESISTING SYSTEM AND THE BUILDING IS CLASSIFIED AS SEISMIC DESIGN CATEGORY D. E. OR F. FOR TURN—OF—NUT PRETENSIONING, IN ADDITION TO THE INSPECTION REQUIREMENTS DIAMETER OR DIMENSION W NOTE THAT LOADINGS FROM WIND OR SNOW ARE NOT CONSIDERED SIGNIFICANT LOAD REVERSAL FOR SNUG—TIGHT JOINTS THE INSPECTOR SHALL OBSERVE THE PRE—INSTALLATION OR FATIGUE LOADINGS. SLIP CRITICAL JOINTS ARE REQUIRED WHEN SLIP IS DETERMINED TO VERIFICATION TESTING ANb MONITOR THE WORK IN PROGRESS TO ENSURE THAT THE 1/2" 7/8" CABLE GRIP BE DETRIMENTAL TO THE PERFORMANCE OF THE STRUCTURE. INSTALLATION METHODS PERMITTED BOLTING CREW PROPERLY ROTATES THE TURNED ELEMENT BY THE AMOUNT SPECIFIED FOR PRETENSIONED AND SUP—CRITICAL JOINTS INCLUDE TURN OF THE NUT PRETENSIONING. IN THE SCHEDULE. ALTERNATIVELY, WHEN THE FASTENERS ARE MATCH—MARKED AFTER 3/4" 1 1/4" CALIBRATED WRENCH PRETENSIONING,TWIST—OFF—TYPE TENSION CONTROL BOLT ASSEMBLIES, INITIAL FIT—UP (SNUG—TIGHT CONDITION) VISUAL INSPECTION IS PERMITTED. THE SIDE 7/8' 1 7/16" CAB� AND DIRECT—TENSION—INDICATOR PRETENSIONING. PRETENSION VALUES EQUAL TO OR GREATER OF NUTS AND BOLTS THAT HAVE BEEN IMPACTED SUFFICIENTLY TO INDUCE THE MINIMUM THAN THE VALUES LISTED IN THE BOLT PRETENSION SCHEDULE SHALL BE PROVIDED. PRETENSION LOADS WILL APPEAR SLIGHTLY PEENED. NO FURTHER EVIDENCE OF 1" 1 5 8" CONFORMITY IS REQUIRED. + COLUMN FLANGES OMITTED FOR INSTALLATION BY TURN—OF—NUT PRETENSIONING,ALL BOLTS SHALL FIRST BE TIGHTENED IN FOR CLARITY. ACCORDANCE WITH THE SNUG—TIGHT PROCEDURE. THE NUT OR HEAD AS APPLICABLE SHALL THEN BE ROTATED BY THE AMOUNT SPECIFIED IN THE BOLT PRETENSION SCHEDULE PROGRESSING B 0 LT INSTALLATION & INSPECTION NOTES M F91 ASTM A325 BOLT IDENTIFICATION M F01 CAB LE/ROD. BRACE DETAIL B R01 SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. THE PART NOT TURNED BY THE AA AA WRENCH SHALL BE PREVENTED FROM ROTATING DURING THIS OPERATION. 1/2-0, 3/4"o. 7/8"f & 1-0 STRUCTURAL BOLTS (A325) AA SAFETY PRECAUTION: SAFETY PRI UMb GIRT SHOULD BE TRAHM IN DO NOT FOR MITI—ROLL OR wO s Ur' R CLW ON WALL REINFORCEMENT 1MPSOPot ERocTP IDN lwcmis cm cm�wE sunsSrr O. F�TO AtJIERE FOR ALL JOBS. 7.. TO THIS PRODAUTION MAY RESULT IN A GIRT CLIPS PURUN / GIRT sEroot�s ' — ---- ------ I� --- SECTION A ON A SECTION ��-- — O O I I 3 I O O GIRT I —� .:. FRAME RACE /// SECTION A RAPER SECONDARY BOLT(S)TYP / 1/2X1 1/4 A325 ;; •; // ,,,,,,, 1/2 A307 DE BOLT IN PLACE. / FRAME BRACE FB—_ BOTH SIDES .. SECONDARY BOLT S /// IF REQUIRED BY DESIGN AS NOTED ON �''' OUTER ZEE GIRT CAN BE ATTACHED ( ) 1/2 1 1 4 A325 // THE BUILDING ERECTION DRAWINGS SECTION A COLUMN WITH 1/2 A325 BOLT AND ADDITIONAL WITH 'UNDER H.T. WASHERS // .... NUT ON A307 DE BOLT. (ONE U DER THE BOLT '' FEADAND ONE �THE NN11l!�� 1/2 X 1 1/4 A325 BOLT (SEE NOTE) AT FRAME BRACE aDII� x�T1i0NS OR FOR FLANGES > 7/16" USE 1/2x 1 1/2 A325 WITH RAFTER OR COLUMN 1/2 X A325 BOLT (2) FB-10 FRAME BRACES ATTACH INNER ZEE GIRT WITH 1/2 X 2 3/16 A307 DE BOLT 1/2 X 2 3/16 A307 DE BOLT COLUMN OR FOR FLANGES > 7/16" OR FOR FLANGES > 7/16 1/2 X 3 5/8 A307 DE BOLT 1/2 X 3 5/8 A307 DE BOLT SAFETY PRECAUTION: PUT women SAFETY FIRST. STANDARD PURLIN LAP RF01 FRAME BRACE BR17 BY—PASS GIRT TO COLUMN CONNECTION LAPPED GIRTS ONLY =FlR BY—PASS GIRT TO COLUMN CONNECTION LAPPED GIRTS ONLY WF1ORA BY—PASS CONDITION AA FOR BYPASS PURLINS / GIRTS AA STEP ONE AA STEP TWO AA SAFETY PRECAunoot rdmwwft CL-3 ON BUILDINGS WITH INSET OR FLUSH GIRTS,THE HORIZONTAL WEB OF THE GIRT APPROVED EYE FIELD DRILL FOR t� TE OFFS.NEfM SECONDARY BOLTS) �) OR GIRTS IN A BRACED BAY, WILL HAVE TO BE SLOTTED IN ORDER FOR THE ROD OR CABLE AMYSTWEAR OSHA pN RIEH OPERATING DRELS SECONDARY BOLT(S) OR MM WM IMM ON MW A� CABLE OR ROD BRACE TO PULL IN A,STRAIGHT UNE FROM THE TOP OF ONE ——— DISTANCE TO BRACING OR ELEMM SEW�. (2)1/2 X 1 1/4 A325 2)1/UN; 1 1/4 A325 —— FIELD CUT SLOT COLUMN TO THE BOTTOM OF THE NEXT COLUMN. INSTALLING THE BRACING SLOT ON EITHER TO THE INSIDE OR OUTSIDE OF THE GIRTS, TAKES THE BRACING OUT OF x COLUMN A STRAIGHT UNE PULL. THIS DOES NOT ALLOW THE BRACING TO FUNCTION — PROPERLY AND IS AN UNACCEPTABLE ERECTION PROCEDURE MOVING THE — GIRT HOLES IN OR OUT ON THE COLUMN TO ACHIEVE A STRAIGHT UNE PULL IS ALSO ------ --------- — UNACCEPTABLE. SLOTTING THE WEB OF THE GIRT TO ACHIEVE THIS STRAIGHT LINE PULL IS THE p "A" = NORMALLY 1" (VERIFY GIRT OUT SET � PRIMARY BOLT?)4 � \ 1 (2)3/4 X 1 A325 , ��---�'t''' � ONLY ACCEPTABLE METHOD. TO MARK THE HOLE LOCATION THE FOLLOWING N / METHOD MAY BE USED. NN — BY MEASURING L, �1. i 0 ROD.OR EYEBOLT 4 ON / 0 WBXI_ 1. INSTALL CABLE BRACING IN THE PROPER HOLES AT THE TOP OF ONE DIAMETER) W8X 0 J* w COLUMN TO THE BOTTOM OF THE NEXT COLUMN, RUNNING THE CABLE "B" = DISTANCE FROM FACE TO THE INSIDE OR OUTSIDE OF THE GIRTS. IF YOU HAVE ROD BRACING OF GIRT TO CENTERLINE I C8X11.5 BRACE A NYLON STRING LINE MAY ALSO BE USED. OF SLOT ON COLUMN. J# BR 19 2. TIGHTEN THE CABLE OR STRING LINE SO THERE IS NO SLACK. AA (PRIMARY BOLT(S) *FIELD DRILL C8X11.5 FOR 3. WHERE THE CABLE OR STRING UNE CROSSES THE WEB OF THE GIRTS. 1/8 1 4X1 34 A325 s 4'-0" S 4'-0" ( )3/ / i / KBA4—_ATTACHMENT MARK TWO INCHES ON EITHER SIDE OF THIS POINT. . 4. USING A SQUARE. MAKE TWO PARALLEL LINES FROM THESE TWO MARKS - ED K8A14— KBA4—_ ON THE WEB OF THE GIRTS. — -- -------------- — 5. AT THE COLUMN. DETERMINE THE MEASUREMENT FROM OUTSIDE GIRT — LINE TO CENTERLINE OF CABLE OR ROD BRACE HOLE. UTILIZE THIS 1 8 MEASUREMENT AS THE CENTERLINE OF A 1 X 4 SLOT TO BE MADE I MEAS EED' BETWEEN THE TWO PARALLEL LINES MARKED ON THE WEB OF THE 12" OR LESS 1/4- PLATE (TYP) GIRTS. SOME OF THE LARGER CABLES OR RODS MAY REQUIRE A (SHOP WELDED TO COLUMN) SLIGHTLY LARGER SLOT TO ALLOW THE EYEBOLT TO PASS THROUGH. FIELD REINFORCE GIRT WITH A PIECE OF ANGLE, 6.AFTER ALL GIRTS HAVE BEEN MARKED AND SLOTTED, INSTALL CABLE OR GIRT OR CHANNEL WHEN'SLOTS ARE LOCATED PRIMARY BOLT(S I ROD BRACING THROUGH THE SLOTS, THROUGH THE BRACE HOLES IN THE AS SHOWN. 1/8 �' (1)3/4 X 1 34 A325 COLUMNS, AND TIGHTEN. KNEE BRACE DETAIL BR18 SECTION AT KNEE BRACE BR19 7. VISUALLY CHECK TO SEE THAT THE BRACING IS NOT TOUCHING THE GIRTS FIELD SLOTTING GIRTS FOR CROSS BRACING BR03 AT THE SLOTS. IF IT IS TOUCHING, TRIM OUT THE SLOT AS NECESSARY. AA AA �+ 8. TIGHTEN BRACING AS NECESSARY TO PLUMB COLUMNS. N0. REVISIONS MADE CK'0 DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE EUFAULA ALABAMA 5 REVISED MF01AA TAC THG 7-1s—o2 STATUS BOLT INSTALLATION & INSPECTION, ` 9 REVISED RF01 AA. ADDED BR01 AA TAC THG 10-22-04 4 REVISED BR 17M MCS THG 12-01 -[*] FOR CONSTRUCTION DRAWN BY: MN 12-1-97 BRACING DETAILS, [] FOR APPROVAL CHK'D BY: BW .8 REVISED WF1 ORAA. WFI ORAAA TAC THG 5-1-04 3 REVISED RF01M do BR17M YML THG 10-00 [] FOR PERMIT ONLY AND AMERICAN BUILDINGS COMPANY 7 REV MF91AA, BR03AA ADDED WFIORAA, 10RAAA OMIT BR01AA, 02MTAC THG 9-1-03 2 REVISED DRAWING NUMBER CKJ THG 11-98 [] FOR PRELIMINARY DSGN APP BY: STANDARD PURLIN/GIR I LAP DETAILS DRAWING. REV.NO. 6 REVISED MF91 BR18M AND BR19 REMOVED BA02AS YML THG 4-1-03 1 REVISED RF01AA, BR17M TBG THG 2-98 RELEASE NO.1IR.09.2004 CAD BY: �1liM8ER' DND-1.0 g AA. AA. SAFE PRECAUTION: WORKERS �WAYS W� EAVE STRUT WORKS ALWAYS Wit EAVE STRUT SAFM PRECAunoN: WORKERS SHOULD ALWAYS WEAR EAVE STRUT CLONES WHEN HANDUNG METAL GLOVES WHEN HANDLING METAL WORKERS SHOULD ALWAYS WEAR EAVE STRUT GLOVES WHEN HANDLING METAL GLOVES WHEN HANDUNG METAL SURFACES WITH SHARP EDGES. SURFACES WITH SHARP EDGES. SURFACES WITH SHARP EDGES. SURFACES WITH P SECONDARY BOLTS 1/2X1 1/4 A(2) REQUIRED325 PERTYP.) lolo EAVE STRUT END CONNECTION SECONDARY BOLTS 1/2X1 1/4 A325 SECONDARY BOLTS SECONDARY BOLTS 1/2X 1 1/4 A325 ?TYP.) &P.) 1/2X1 1/4 A325 BOLT(S) REQUIRED PER (4) REQUIRED PER (2) REQUIRED PER SECONDARY BOLTS EAVE STRUT END CONNCTION EAVE STRUT END CONNECTION SAVE STRUT END CONNCTION 1/2X1 1/2 A325 (TYP.) (2) REQUIRED PER EAVE STRUT END CONNECTION REINFORCING EAVE STRUT PLATE ESPR CAP PLATE SAVE STRUT BRACKET EAVE STRUT BRACKET EAVE STRUT BRACKET SUPPORT PLATE (SHOP WELD) (SHOP WELDED) (SHOP WELDED) (SHOP WELDED) (SHOP WELD) COLUMN COLUMN RIGID FRAME CORNER COLUMN CORNER COLUMN SAVE STRUT CONNECTION BY PASS GIRTS RF31 R EAVE STRUT CONNECTION BY PASS GIRTS RF31 RB EAVE STRUT CONNECTION AT BY PASS ENDWALL RF32R EAVE STRUT CONNECTION AT BYPASS ENDWALL RF33R LOW SIDE SHOWN / HIGH SIDE SIMILAR AA WITH REINFORCING PLATE (LOW SIDE SHOWN / HIGH SIDE SIMILAR) AA LOW SIDE SHOWN / HIGH SIDE SIMILAR AA LOW SIDE SHOWN / HIGH SIDE SIMILAR AA SAFETY PRECAUTION: SAFETY PRECAUTION: SAFETY PRECAUTION: WORKERS SHOUL:ALWAYS WEAR WORKERS SHOULD ALWAYS WEAR WORKERS SHOULD ALWAYS WEAR EAVE STRUT EAVE STRUT GLOVES WHEN HANDLING METAL EAVE STRUT GLOVES WOMN HANDLING METAL WHEN EDGM SURFACES WITH SHARP EDGES. SURFACES WITH SHARP EDGES. SECONDARY BOLTS 1/2X1 1/2 A325 �TYP.) SECONDARY 80LT(S (2) REQUIRED PER SECONDARY BOLT(s ECX1 1/4 BOLT �TYP.) EAVE STRUT END CONNECTION 1/2X1 1/4 A325 .) (2) REQUIRED PER (4) REQUIRED PER EVE STRUT END CONNECTION SAVE STRUT ENO CONNECTION SECONDARY BOLT(s) 1/2X2 A325 (TYP.) (1) REQUIRED PER EAVE STRUT END CONNECTION / REINFORCING EAVE"STRUT PLATE SAVE STRUT PLATE J FSPR EAVE STRUT PLATE (SHOP WELDED) EAVE STRUT PLATE (SHOP W ESPoI ESP-1 (SHOP WELDED) ESP-1 COLUMN COLUMN RIGID FRAME CORNER COLUMN EAVE STRUT CONNECTION INSET GIRTS RF31 Q EAVE STRUT CONNECTION INSET GIRTS RF31 QBI EAVE STRUT CONNECTION AT INSET ENDWALL RF32Q LOW SIDE SHOWN / HIGH SIDE SIMILAR AA WITH REINFORCING PLATE (LOW SIDE SHOWN / HIGH SIDE SIMILAR) AA j LOW SIDE SHOWN / HIGH SIDE SIMILAR AA SAFETY PRECAUTION: SAFETY PRECAUTION: WORKERS SHOULD ALWAYS WEAR WORKERS SHOULD ALWAYS WEAR GLOVES WHEN HANDLING METAL EAVE STRUT GLOVES WHEN HANDL.NG METAL, EAVE STRUT SURFACES WITH SHARP EDGES. SURFACES WITH SHARP EDGES. SECONDARY BOLTS 1/2X 1 1/2 A325 (TYP.) 2 REQUIRED PER SECONDARY BOLTS SAVE STRUT END CONNECTION 1/2X1 1/4 A325 &P.) SHOP WELDED TO ESRB—_ SECONDARY BOLTS 1/2X 1 1/4 A325 (TYP.) SHOP WELDED TO ESRB—_ w REINFORCING EAVE STRUT PLATE ESPR EAVE STRUT RAFTER BRACKET (SHOP WELDED) EAVE STRUT RAFTER BRACKET ESRB—_ (SHOP WELDED) ESRB—_ RIGID FRAME COLUMN RIGID FRAME COLUMN EAVE STRUT CONNECTION AT INSET GIRTS 9 1/2's PURLINS RF32QN EAE V STRUT CONNECTION AT INSET GIRTS 9 l 2" PURLINS RF32QB LOW SIDE SHOWN / HIGH SIDE SIMILAR AA WITH REINFORCING PLATE (LOW SIDE SHOWN / HIGH SIDE SIMILAR) AA NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL - - SCALE: NONE DATE EUFAULA ALABAMA STATUS ' 2 REV. RF31 RAA. RF310AA, RF32RAA, RF320AA ADD. RF31 RBAA, TAC THG 9.-10-04 FOR CONSTRUCTION DRAWN BY: TON 12/1/x7 TYPICAL EAVE STRUT RF3I0BAA, RF33RAA RF32QNAA, RF320BAA DEL RF32AAA, RF36RAA, [*JFOR RF37RAA. RF360AA, RF370AA, RF37AAA [ ] PERMIT--ONLY 0 LY CHK'D BY: 8LJ CONNECTION DETAILS .AMERICAN BUILDINGS CObiPANY OR 1 REM. RF31 PAA, RF32PAA, RF36PAA. RF37PAA. ADD. RF32AAA do JJH THG 7-1-03 [ ] FOR PRELIMINARY DSGN APP BY. DRAWING. REv.NO. DRF-1.O 2 RF37AAA REDREW ALL REV. RF36RAA do RF37RAA RELEASE NO.TIR.06.2004 CAD BY: NUMBER* 24 WCa�PIMP SFIDIA.D BE TRAMMED N SAFETY PREGUfm SUMN�" � FO ALL s otwI10N PI10Cm1� EACH women 940txD K TRMO wow=rERsom11L PROTECTION EMAPMENT VARIES �PTeoo TwE SAFEIrr AND�� W MAWS hW°�3�� PURLIN /GIRT PURUN/GIRT RIDGE BRIDGING CUP CLRB_ O 0 PURLIN 0 � 701 �i I ----------- ---------- FRAME BRACE FB—_ SECONDARY BOLT(S) 2 1/2• ( // FRAME BRACE FB—_ BOTH SIDES 1 2X1 1 4 A325 SEC10�� 4A3ZS5 / / IF REQUIRED BY DESIGN AS NOTED ON 2 AT HOT ROLLED/3PL FIX. WASHERS / THE BUILDING ERECTION DRAWINGS �1)AT CHANNEL RAFTER RAL FASTENER(S)TYP ONE U DER THE BOLT c HE NUT) 2) 2X1 1/4 HEAD AND W UNDER ©CTIONS . AT FRAME BRACE CONN US)E 1/2;01 1/2 FRAM855WWTH RAFTER OR COLUMN ENDWALL RAFTER OR COLUMN FB PURLIN GIRT CONNECTION DETAIL AT ENDWALL FRAME RF03R_j RIDGE BRIDGING CLIP CONNECTION DETAIL RF05 FRAME BRACE BR17 BY—PASS. INSET do FLUSH CONDITION AA FOR BYPASS PURUNS GIRTS AA RK woad FIRST. FOR ANTI—ROLL OR CWEUBREINFORCEMENT GIRT SECONDARY BOLTCS� PURLIN I 3• I 2 1/2• 1 1/4' 1 1 4' 1 4'1 RAFTER 2XND1I A325(S) T / / FRAME BRACE—/ RAC SECONDARY BOLT(S) (AS PER DESIGN 1/2 X 1 1/4 A325 SECONDARY BOLT(S) RAFTER WITH (2) H.T. WASHERS (ONE UNDER THE BOLT HEAD AND ONE UNDER THE NUT) REQUIRED PER BOLT AT FRAME BRACE CONNECTIONS sAFETY PRocAunoN: PUT WORIme SAFETY RIM. 6" PINNED PURLIN LAP RF01 A STANDARD PURLIN LAP RF01 PINNED LAP CONDITION AA BY—PASS CONDITION AA PURLIN GABLE MEMBER SECONDARY FRAMING RAFTER PURLIN ------------------ 1 .-.----------------- i r—1 1 - 1 I 1 1 6' M + 1'-0' 3- 11-0 a,-0• 3' 1 1/4• 12' 1 2'-3' LONGITUDINAL EXPANSION JOINT FRAMING RF07 I TRANSVERSE EXPANSION JOINT FRAMING DETAIL RF80 STANDING SEAM & LOC SEAM ROOF PANELS AA ALL ROOF PANELS I AA NO, REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS_ _ MADE CK'D DATE ENGR DATE DRAWINGSU�A SCALE: NONE DATE $UFA 5 REVISED RF03RAA, RFBOAA THG BU 1-30-04 ` ��N _ D,�?AWN 8Y: TAC ' �7-13-01 - TYPICAL ROOF FRAMING 4 REV RFBOAA TAC THG 11-3-03 CHK'D BY: CONNECTION DETAILS AFRICAN BUILDINGS COMPANY 3 REDREW ALL.ADDED RF07AA, RF08M REV RF01AM TAC THG 7-1-03 ()FOR PERMIT ONLY 2 GENERAL REVISIONS TAC THG 10-1-02 �)FOR PRELIMINARY DSGN APP BY: DRAWING. REV.NO. 1 REVISED RF05M ac BR 17AA TAC THG 12-21-01 RELEASE NO.TIR.02.2004 CAD BY: NUMBER' DRF-2.1 g COLUMN 12 GIRT COLUMN URUN UTILITY CUP (IYP.) " ---- ----- CCL-44 SECONDARY BOLT(S) 1/2X1 1/2 A325 SECONDARY BOLTS) W/ (2) H.T. WASHERS PER BOLT SECONDARY BOLT(S) (1) 1/2 X 1 1/4 A325 BOLT STRUCTURAL FASTENER(S) 12 GIRTS 1/2X1 1/4 A325 AND(1)i/2 X 2 3/16 A307 DE BOLT I 12X U.N. SECONDARY BOLT(S) O FOR FLANGES A325/BOLT ROOF UNE EAVE STRUT 1/2X2 A325 AND(1)1/2 X 3 5/8 A307 DE BOLT W/ (2) H.T. WASHERS PER BOLT COLUMN GIRT AND CL-4B PER CL-4 SECONDARY BOLT(S) TYP. U.N. 1/2X1 1/4 A325 1 CUP NOT SHOWN ON I - 2 1/2 THIS SIDE OF COLUMN �- BRACE ANGLE ------ FOR CLARITY ( W WALL PANEL UNE ---- - 0 I I 3 �� I Z SA2-LENGTH O 1/4 POINTS c 10-0 O.C. (MAX.) a SEE BR91/AA 10 O �.i 1 UTILITY CUP I �^ cv o -1 CPB 1 �_ N REINFORCEMENT PLATE 1 1/4 1 1/4" BRACE CHANNEL GIRT EXTENSION ANGLE Ccup L-4 A UTILITY CUP ) 9.5C15-LENGTH CL-3 I SEE BR96Y/AA GEA-2 6 1/4- 6 1/4- BASE UNE I SECONDARY BOLT(S 1/2x2 A322 W/ (2) H.T. WASHERS PER BOLT I INSET GIRT CONNECTION TO COLUMN WF01 Q GIRT CONNECTION TO COLUMN WF01 BY—PASS GIRT CONNECTION TO COLUMN WF02R GIRT BRACING CROSS SECTION BR89 AA WITH REINFORCEMENT PLATE (12" GIRTS) AA AA 12" ZEE GIRT - SIOEWALL SHOWN, ENOWALL.SIMILAR AA ENDWALL COLUMN COLUMN SECONDARY BOLT(S) SECONDARY BOLT(S) SECONDARY BOLT(S) 1/2X1 1/4 A325 (1) 1/2 X 1 1/4 A325 BOLT (1) 1/2X1 1/4 A325 BOLT AND (1) 1/2 X 2 3/16 A307 OE BOLT OR FOR FLANGES > 7/16" SECONDARY BOLT(S) OR FOR FLANGES > 7/16" OR (1) 1/2X A325 BOLT (1) 1/2X1 1/4 A325 BOLT (1 1/2 X A325 BOLT AND (1) 1/2X2 3/16 A307 DE BOLT UTILITY CUP AND (1) 112 X3 5/8 A307 DE BOLT CL-4 GIRT `)0�2 X BO/4SA325 BOLT AND (1) 1/2 X 2 3/16 A307 DE BOLT GIRT OR FOR FLANGES > 7/16" (1) 1/2X A325 BOLT AND (1) 1/2 X 3 5/8 A307 DE BOLT GIRT DEPTH 0 21/2 FLANGE 000, 8 OR 9 1/2" NOTE: FOR NON-LAPPED FOR NON-LAPPED NOTE: FOR NON-LAPPEDGIRT CONNECTIONS GIRT CONNECTIONS GIRT CONNECTIONS • (2) OF THE APPROPRIATE (2) OF THE APPROPRIATE (2) OF THE APPROPRIATE (325 BOLTS MUST BE USED. A325 BOLTS MUST BE USED. A325 BOLTS MUST BE USED. BY—PASS GIRT WF58R BY—PASS CEE GIRT WF1 11131 BY—PASS CHANNEL ENDWALL INTERIOR COLUMN WF60R BY—PASS HOT ROLL/BUILT—UP COLUMN WF61 R AA AA j AA AA SAFETY PRECAUTION: SAFELY PREGWDM AMERICAN BUILDINGS COMPANY RECOMMENDS WORIm=SHOULD BE TRMIED IN THAT ALL WORKERS WEAR STEEL TOE SHOES SECONDARY BOLT(S) THE PROPER EMTM PROCEDUMS WITH METOTARSAL GUARD.EYE PROTECTION FOR ALL X063 mo HARD HATS. 1/2X 1 1/4 A325 PURUN WITH �2) H.T. WASHERS PURLIN 1 GIRT HOEAD AND ONE UNDER THE NUT) (2)1/2 SECONDARY BOLT(S)/425�) ENDWALL RAFTER AT FRAME BRACE CONNECTIONS USE 1/2x 1 1/2 A325 WITH 1 (2) F6-10 E BRACES O O CL-4 (AT CHANNEL RAFTER ONLY) FRAME BRACE O �-O I BOTH SIDES IF REQUIRED FRAME BRACE _ ______ - ------ ��t PURUN BY DESIGN AS NOTED ON BOTH SIDES IF REQUIRED THE BUILDING ERECTION BY DESIGN AS NOTED ON / DRAWINGS THE BUILDING ERECTION /// ' COLUMN DRAWINGS FRAME BRACE / I �' '' SECONDARY BOLTS) -- - --o - - - - // ' _ (2) 1/2 X 1 1/ A325 I 0 01 // FRAME BRACE FB-_BOTH SIDES GIRT CUP SECONDARY BOLT(S) / IF REQUIRED BY DESIGN AS NOTED ON CLVt 7/e" 22.2mrn. II� 1/2X1 1M A325 / THE BUILDING ERECTION DRAWINGS, I SECONDARY BOLTCS� SECONDARY BOLTS) 1 2 X 1*1 4 A3 WITH(2)H.T.WASHERS / "U"CHANNEL NDWALL GIRT 1/2 X 1 1/4 A325 r�TH (2) H.T. WASHERS (ONE UNDER THE BOLT (FIELD ATTACH) FFIELD CUT TO LENGTH) WITH (2 N.T. WASHERS VARIES VARIES (ONE UNDER THE BOLT HEAD AND ONE UNDER THE NUT 80U2-LENGTH SECONDARY BOLT(S2 (ONE UNDER THE BOLT HEAD HEAD AND ONE UNDER THE NUT) AT FRAME BRACE CONNECTIONS 1/2 X 1 1/4 A3 7/8" ANAT FRAME BRACE CONNECTIONS USE 112x 1112 A325 WITH RAFTER OR COLUMN D ONE UNDER THE NUT) AT FRAME BRACE CONNECTIONS (2)FB•10 FRAME BRACES GIRT CUP ENDWALL GIRT CLV1-_ (FIELD CUT TO LENGTH) FRAME BRACE BIR 17A FRAME BRACE BR17 GABLE GIRT OFF PURLIN CONNECTION -WF5371 GABLE GIRT OFF ENDWALL RAFTER CONNECTION WF53A INSET AAFOR BYPASS PURLINS 1 GIRTS AA BYPASS GIRTS I AA j INSET GIRTS AA NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE; NONE DATE EUFAULA ALABAMA STATUS 3 REV BR 17AAA. WF01 QAA, WF02RAA, WF58RAA. WF60RAA, WF61 RAA, YML THG 9-1-03 - - - - - WF11RAA,wF59RAA REM.WF35RAA,wF12RAA,ADO.WYFOtAA,WF53AA,WF53AAA [�k] FOR CONSTRUCTION � DRAWN BY: TAC 7-13-01 TYPICAL GIRT [] FOR APPROVAL CHK'' BY: CONNECTION DETAILS AMERICAN BUILDINGS COMPANY 2 REVISED BR 17AAA, WFO 1 QAA. WF02RAA. WF58RAA, WF59RAA, YML THG 1 10-1-02 [] FOR PERMIT ONLY 5 REVISED WF53AAA, ADDED BR89AA TAC THG 11-1-04 WF55RAA. WFI 2RAA do WF61 RAA OMITTED WF01 PAA [] FOR PRELIMINARY DSGN APP BY. DRAWING. REV.NO. 4 REVISED WF02RAA, WF58RAA. WF11 RAA, WF61 RAA REMOVED WF59RAA TAC THG 5-1-04 1 REVISED BR17AA do BR17AAA TAC THG 12-21-01 RELEASE NO.TIR.09.2004 CAD BY: NUMBER' DWF-1'1 5 * ENDWALL + ENDWALL -GIRT DEPTH ENDWALL CORNER COLUMN GIRTGIRT DEPTH GIRT DEPTH WIND COLUMN CORNER COLUMN CORNER COLUMN SECONDA1N%4 .S WIND COLUMN * SECONDARY BOLT(S) I + SECONDARY�OLTCS� CORNER COLUMN I 1/2X1 1 1/2X1 1/4 A325 I 1/2X1 1 4A3 SECONDARY BOLTfe" I OR FOR FLAni 71__ BOLTS). 1/2X 1 1/4 A3 I 1/2X AM I 1 1 1/4 A32S I SECONDARY BOLT(S) SECONDARY BOLT(S)TYP.U.N. 1 1/2X1 1/4 A325 LT 1/2X1 1/4 A325 I SECONDARY BOLTS) I � S>7/1� 1 OR FOR FLANGES > 7/16' OR FOR FLANGES > 7/16" I 1/2X1 1/4 A325 BOLT I 1 2X A32S I 1/2X A325 BOLT " 1/2X A325 I OR FOR FLANGES >T I /16 + 4 � --_- I 1/2X_A325 BOL 1. ---- -- ------ --- 1w ---- --- -------- -------- STRUCTURAL FASTENER() ---- -------- I STRUCTURAL FASTENER(S) #12x1 1�4 STRUCTURAL FASTENER( RAL FASTENERS I #12x1 1/4 #12X1 1�� iTRIlU () *,2X1 1/4 SDHH I 1 8' :7 * UTILITY CUP GABLE ANGLE + UTILITY CUP CL-2 GA-1 GABLE ANGLE 1 8' CL-2 GABLE ANGLE 1 8" UTILITY CUP 1'-7 1/2'AT INSET ENDWALL GA-1 GABLE ANGLE M CL-2 2-2"AT 8 BY-PASS ENDWALL GA 1 1'-7 1/2"AT INSET ENDWALL 1'-7 1/20 AT INSET ENDWALL GA-1 1/g 2@-3 1/2 AT 9 1/2- BY-PASS ENDWALL 2'-2"AT 8"BY-PASS ENDWALL 2'-2"AT 8"BY-PASS ENDWALL 2'-3 1 2'AT 9 1 2' BY-PASS ENDWALL 2'-3 1/2'AT 9 1/2"BY-PASS ENDWALL 1'-7 1/20 AT INSET ENDWALL 2 1 8" *1 1/20 AT INSET SIDEWALL / / 2'-20 AT 8w BY-PASS ENDWALL GDEPTH AT BYPASS SIDEWALL * NOT REQUIRED IF OPEN ENDWALL + NOT REQUIRED IF OPEN ENDWALL 2'-3 1/20 AT 9 1/2' BY-PASS ENDWALL 0'ffAT FLUSH SIDEWALL CORNER GIRT CONNECTION RIGID FRAME CORNER COLUMN WF04 CORNER GIRT CONNECTION AT WIND COLUMN RIGID FRAME CORNER.COLUMN WF04X CORNER GIRT CONNECTION RIGID FRAME. CORNER COLUMN WF24 CORNER GIRT CONNECTION AT WIND COLUMN RIGID FRAME CORNER COLUMN WF04W BY-PASS SIDEWALL/ BY-PASS OR INSET ENDWALL AA BY-PASS SIDEWALL/ BY-PASS OR INSET ENDWALL I AA OPEN BY-PASS SIDEWALL/ BY-PASS OR INSET ENDWALL I AA ALL OPEN SIDEWALL GIRTS BY-PASS OR INSET ENDWALL AA •OR 9 1 • ENDWALL SECONDARY (S) + ENDWALL CORNER COLUMN SECONDARYBOL SGIFrr 1A325 GIRT STRUCTURAL FASTENER(S) MI H.T./wIIS�ERS PER 90LT UTILITY CUP * UTILITY CUP TYP. U.N. SECONDARY BOL S CL-2 UTILITY CUP 1 2X1 1 2 A325 CO Q 120 GIRTS I CL-4 CL-2 #12X1 1/4 (2)��WASHERS PER BMT �p� COLUMN SECONDARY BOLT(S) SECONDARY T�S� I 1 GIRT 0 1/2X2 A325 1/2X1 1A3 I CORNER COLUMN * SECONDARY BOLTCS� I S N BOLT(S) `�,�2)H.T.WAS RS PER BOLT I g*O w 1/2X1 1/4 A3 I 1/2X2 A325 ^nv CL-48 PER CL-4 I SE ONDA BOLTRS 1 W/(2)H.T.WASHERS PER BOLT I 1/2X1 1/2 A39 AND CL-48 PER CL-4 WIND COLUMN UTILITY CUP I I I W/(2)H.T.WASHERS PER BOLT CL-4 --- �DARY BOLT(S) I SECONDiAR1r BOLT(S)TIP.U.N. g �BOL S I .� - w i 1/2X1 1/4 A325 1/2X1 1/4 1 SECONDARY BOLT(S) 1 ---- OR FOR PLUNGES>7 IC 1 1/2X1 1/4 A3Z2S5 ---- --- 1//2X2)A32S 1 -- -- ------ 1/2X i STRUCTURAL 1 20 V48 PER CL-4 BOLT I I I }- 12X1 1 4 10 STRUCTURAL FASTENERS) I I 1 L #12x1 1/4 10 OI C13 I Zil m STRUCTURAL FAMER(S) GIRT EXTENSION ANGLE #12X1 1/4 SS��I�•II GEA-5 1 1/2� STRUCTURAL FASTENER(S) ��ANGLEGIRT 1/8" 6 1/4" GABLE ANGLE w . \4le'% GABLE ANGLE 11TYP2Xi•1%4 . STRUCTURAL FASTENERS) GA-1 1 8 6 1 4 6 1GA-1 GIRT EXTENSION ANGLE 1-7 1/20 AT INSET ENDWALL TMP, U.N. 1'-7 1 2"AT INSET ENDWALL CL LrTy CUP (`tYP.) w ► 7 w 2'-3 1�2'AAT89 BY—PASS2BY- ASS ENDWALL #12X1 1/4 2-2 AT 8 BY-PASS ENDWALL ��EXTENSION ANGLE 1-7 1/20 AT INSET ENDWALL 6 1 4 2'-3 1/2'AT 9 1/2'BY-PASS ENOMIALL GFk2 —ASS ENDWALL 2'-3212"AT 9 11/20 BYY-ASS ENDWALL * NOT REQUIRED IF OPEN ENDWALL CORNER GIRT CONNECTION RIGID FRAME CORNER COLUMN W1705 CORNER GIRT CONNECTION AT WIND COLUMN RIGID FRAME CORNER COLUMN WF05Z CORNER GIRT CONNECTION RIGID FRAME CORNER COLUMN WF25 INSET SIDEWALL/ BY-PASS OR INSET ENDWALL m INSET SIDEWALL GIRTS / BY-PASS OR INSET ENDWALL I AA OPEN INSET SIDEwALL/ BY-PASS OR INSET ENDWALL AA * ENDWALL CORNER COLUMN CORNER COLUMN ENDWALL GIRT DEPTH 1 w w . w UTILITY CL 2 S CON S SECON BOLT S * UTILITY CUP 1 2X1 1�2 A325 1/2X1 1/2 A325 SECONDARY BOLT(S) CL-2 W/(2)H.T.WASHERS PER BOLT IN/(2)H.T.WANK PER BOLT SECONDARY' LT S)) I 1/2X1 1/4 A325 I 120 al BOL S GIENDWALL T DE L H 12"GIRTS 1/2X1 1/4 A325 * SECONDARY BOLT(S) I 1 2X2 A325 � ) SECONDARY A BOLTS) I CORNER COLUMN 1/2X1 1/4 A3 1 �/(2)H.T.WASHERS PER BOLT W 2)H.T.WASIM PER BOLT I I AND CL-46 PER CL-4 •G CL-48 PER CL-4 I WIND COLUMN ^^� I I B OR I SECONDARY BOLTS)TYP. U.N. SECONOAIE1f S i CCL-4Y CLIP + ---- QONDA BOLT S 1 1/2x1 1/4 A3 1/2X1 1 I 1� 1/2X1 1 2 A325 w OR FOR FUNGES>7 16 I -- ---- ---- W/w(2) H.T.WASHERS PER BOLT 1 ---- 1/2X r' 12 GRTS ---- ---- ------- I r. .I O I � #12X 1 1 4 i 1srEcoNDAR�Y BOLT(S) STRUCTURAL,FA S 10 1 - I 10 �►/2 2 H 25 #12X1 1 4 I I AND �L H.T. PEAR�S PER BOLT 10 01 � °D t f53 L 8 ) • J #�% R SECONDARY BOLT(S) GABLE ANGLE /GIRT E>�NSION ANGLE 1/2X1 1/4 A325 CABLE ANGLE UTILITY CUP GA—IGABLE ANGLE 1 1 -1 1 8w 6 /4' 6 /4" UTILITY CUP (TYP.) SlRUCTURAL FAS1 1'-7 1/2"AT INSET ENDWALL 6 1/4 1'-7 1/2"AT INSET ENDWALL 1'-7 1/2m AT INSET ENDWALL CL-4 '' U' ' • 2-2 AT 8 BY-PASS ENDWALL_ #12X1 1/4 2�321%2 A B t-j2 BYE ENOWALL 2DWALL '-3 12/2�AT 9 1/2 ABY-PASSS�ENDWALL 2'-3 1/20 AT 9 1/2n BY-PASS ENDWALL + NOT REQUIRED IF OPEN ENDWALL CORNER GIRT CONNECTION RIGID FRAME CORNER COLUMN WF06 CORNER GIRT CONNECTION AT WIND COLUMN RIGID FRAME CORNER COLUMN WF06Z CORNER GIRT CONNECTION RIGID FRAME CORNER COLUMN WF26 FLUSH SIDEWALL/ BY-PASS OR INSET ENDWALL AA FLUSH SIDEWALL GIRTS BY-PASS OR INSET ENDWALL AA OPEN FLUSH SIDEWALL/ BY-PASS OR INSET ENDWALL AA NO..._ _ REVGMS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE ORI►WRVG SUBMITTAL SCALE: NONE DATE EUFAULA ALABA�[A srATus TYPICAL WALL FRAM I N G 3 REVISED WF04AA;wF04XAA, WF24AA. WF04WAAr WFO5ZAA, WF06ZM TAC THG' 5-1-04 *�F CONSTRUCTION DRAWN �: TAC 7-13-01 CORNER_ CfJ N N ECTI O N DETAILS 2 REV. WF04AA, 05AA. 04XAA, 05ZAA.' REMOVED WF53AA. YML THG 9-01-03 FOR PMAI ONLY CHK o �• RIGID FRAME ENDWALL AMERICAN BUILDINGS COMPANY 2 06ZM [ FOR PRELIMINARY DSGN APP BY: DRAWING. REV.No. WIF53AAA ADD wF24AA, 04wAA. 25M. o6AA, BAA, DWF-2.1 3 .. I REV. WF04AA. WF05AA. WF06AA. WF04XAA. WF05ZAA 8:wFO6ZAA YML THG 10-1-02 RELEASE NO.TIR.04.2004 CAD BY: NUMBER ENDWALL • UTLIUTY CUP GICL-4 � ENDWALL SE�1`AW11RY0A3 1/425 •SECONDARY BOLTS) I / --- 1/2X1 1/4 A325 •STRUCTURAL F () I FOR FLr;ES s 7/16" 1 2X1 A325 CORNER COLUMN 12X1 1�4 1 I FOR FLANGES > 7/16 ' • SECONDARY BOWS � 1/2X1 1/4 A3 SECONDARY BOLT(S) m CORNER COLUMN I OR-2XFOR1/FLANGES> 7/16" 1 5/8n SECONDARY BOLT(S) 1/2x A3251 R FFOR1/ FWVGES > 7/16 w /2X-A325 ---- 1. �GIRT EXTENSION ANGLE ww ww ww rwww ww�w ww ww ---- -- .:-:.:-:•rr:.:--�--r-• ...... GEA-5 GEA-5 * NOT REQUIRED IF OPEN ENDWALL STRUCTURAL FASTENERS) ::::a.:.... .... ............................................ 44 `10T•REQUIRED'�IF• - .""."..."`"......."",r..,......�'Iwnwv. #12X1 1/ �'::::... .... ::•OPEN SIDEWALL::' i :.;.;...::::;•.....�:::•:........:..:...... :: «STRUCTURAL FASTENER( :..............;.... ::::NOT•REQUIRED IF: ?��: as #12X1 IN :.;::.::OPEN • �t:�st .....:....:..�.:..:......::.: as .... .......................................... .riotrxwrtw.rrtwrwrrrrwr.+ra�rwt. GABLE ANGLE ANGLE GA-1 • UTILITY CUP S GA-1 /8w CL-2_2 STRUCTURAL FASTENERS) 5 1 2" 2 1 8" ENDWALL SETBACK 2 1/8 1 "t * NOT REQUIRED IF OPEN ENDWALL #12X1 1/ CORNER GIRT CONNECTION BEAM & COLUMN. CORNER COLUMN WFO1 R CORNER GIRT CONNECTION (BEAM-& COLUMN CORNER COLUMN F01 R BY-PASS OR INSET SIDEWALL/ BY-PASS ENDWALL BY-PASS OR INSET SIDEWALL/ INSET ENDWALL AA w 4" ENDWALL SECONDARY A325 ENDWALL GIRT DEPTH SECONDARYBOLT S I'- 1/2X 1 12 A325 am OR 9 I M1/(2) H.T.WASHERS PER BOLT 12_ SECON BOLTS SECONDARY LT((S)) ___ SECONDARY BOLTS) UTILITY CUP 1/2X1 1/2 A325 1/2X1 1A325 Q� CL-4-�� I W/(2)H.T.WASHERS PER BOLT 1/2X2 A325 � � W/2) H.T.WASHERS PER BOLT WIND COLUMN \ --- -�G� UTILITY CUP •+, AN CL-48 PER CL-4 SECONDARY BOLTS) CL-4 k 1/2X2 A325 'f 1N/(2)H.T.WASHERCL-48 PERSCPER BOLT WIND COLUMN 1D CORNER COL UMNCORNER COLUMN GIRT EXTENSION ANGLE �o GEA-5 SECONDARY BOLT(S) FRAME BRACE, 1/2X1 1/4 OR FOR RANGES>7/11660 REFER M ERECTIONR �� ------- SECONDARY 00I " / GIRT EXTENSION ANGLE FOR LOCATION REQ -- GEA-4OR FOR FLANGES > 7/16 ------ - 1/2X A325 . STRUCTURAL.FASTENER #12X1 1/4 SDHH 1/8" GABLE ANGLES - • �-� R�FASTENER(S) ENDWALL sET'BACK GA-1 �u�RAL FASTENER(S 1 8 12X1 / 12X1 1 . STRUCTURAL FASTENER 5 1/2 GABLE ANGLE #12X1 1/4 SDHH GA-1 CORNER CONNECTION AT WIND COLUMN BEAM & COLUMN CORNER COLUMN)WF04RM CORNER CONNECTION AT WIND COLUMN BEAM & COLUMN CORNER COLUMN FURiN ALL SIDEWALL GIRTS/BYPASS ENDWALL GIRTS AA ALL SIDEWALL GIRTS/ INSET ENDWALL AA REVISIONS MADE CWD DATE ENGR DATE DRAWING SUBMI TAI AWAUI A ALABAliA N0. REVISIONS MADE CK'D DATE ENGR DATE N0. SCALE: NONE DATE STA - -TYPICAL WALL- FRAMING 3 REVISED wF01 RRM, wFo1 Rau►. NIF04RPAA, wF'02RQAA TAC THG 5-1-04 [*]FOR CONSTRUCTION DRAWL N BY: TAC -7-13 CORNER CONNECTION DETAILS �[]FOR APPROVAL CHWO BY' BEAM AND COLUMN ENDWALLS AMERICAN BUILDINGS COMPANY 2 OIAT WF24AA. 25AA. 34RAA. 34AA. 35AA. 26RAA. 04WAA. 05WM YML THG 9-1-03 []FOR PERNNT ONLY REV.NO. ADDED WF01 RRAA. 04R'PAA. 01 Rau►. 02ROAA []FOR PRELNINARY DSGN APP BY: DRAWING. 1 REVISED ALL DETAILS YML THG 10-1-02 RELEASE NO.TIR.04.2004 CAD BY: NUMBER' DWF-3. 3 28 SAS mmmmolt OF RAFTER H IS USED PURUN PURUN Ncm so=K TUa M I �� 1D Tm PMF ESr11R PmcmLm - ONLY ANTI-ROLL PURLIN FOR ML Joss. 1 2�*STRUCTURAL 40 S TOP HOLE IS USED MYITH '�P' K 15T/R2l-J�CTXR;L1%4'TA323 CL-1 �PURUNS STRUCTURAL BOLT RUN � / 9 1 2 AND 12 MEMBERS CL-13 = 9 1/2 PURLINS I (SEE NOTE FOR LOCATIONS) / � ONLY PURUN WEB REINFORCEMENT CUP CL-14 = 12'PURLNV.S ANTI-ROLL CUP 1/2-0 X 1 1/4-A325 I CL CL-12 = 8'PURLINS CL-13 • 9 1/2' PURLINS TOP PURUN WEB REINFORCEMENT CUP (2) STRUCTURAL BOLTS CL-15 1/2"0 X 1 1/40 A325 (SEE NOTE FOR LOCATIONS) RAFTER o-PLATE MUST BEAR ON PLATE MUST BEAR ON RAFTER %*0 XUCT 1144�5 m - RAFTER 'TOP'MARK 'TOP'MARK TO TOP TO TOP RSR 041 v 2 STRUCTURAL BOLTS RAFTER (2 STRUCTURAL BOLTS �2'* X 1 1/4'A325 (2 STRUCTURAL BOL (2 STRUCTURAL BOLTS 4 1�2'9 X 1 1/40 A325 112• X 1 1/4-A325 r/2-0 X 1 1/4-A325 (2);TRUCTURAL,BOLTS NOTE: WHEN ATTACHING CL-15 USE TWO NOTE WHEN ATTACHING CL-15 USE TWO 11//2 9 X 1 1/4 A325 BOLTSF . USE THE BOTTOM HOLE jvw FrAmpott BOLTS. USE THE BOTTOM HOIJ: ON ALL MEMBERS. USE THE MIDDLE Vm"'aR SHOW K 10� �V"OM'�'M M mmvs V"am Appram cm ON ALL MEMBERS. USE THE MIDDLE RAFTER TO DU TMc 0M NO MR Sl-W r °"u'= c lm � _ HOLE ON 8'MEMBERS. THE TOP HOLE IS HOLE ON 8' MEMBERS. THE TOP HOLE IS '110011CINE�Cf10N 1sClMiQl1�l. FOR USE ON a 1/2 do 12 MEMBERS. FOR USE ON 9 1/2 N 12 MEMBERS. LIP DETAIL RF53 PURLIN WEB REINFORCEMENT CLIP DETAIL RF54 ANTI—ROLL DETAIL UPHILL RF50 ANTI—ROLL DETAIL DOWNHILL m PURLIN WEB REINFORCEMENT C RIGID FRAME RAFTER AA� � RIGID FRAME RAFTER nN eSawMoSir©a� aiva�wn Maosws�aAo 9"gRa wo PURUN O O Arm ROLL CLQ. 12 -ANTI-ROLL PURUN C1-12 = B PURLINS CL-13 = 9 1/20 PURLINS CL-13 = 9 1/2'PURLINS CL-14= 12' PURLINS NN__ 1-12s Yom_ -----�-_ Mm-ML gup ANTI-ROLL IzLIP RAFTER CL--12= 8 PURUNS O CL-12 = 8 PURLINS ---- O a-14 � 1921�PURurIS,�(Fi1RS10E) �R O CL-13 - 9 1/2" PURLINS SUPPORT CLIP CHANNEL SUPPORT CUP CL-14= 12'PURLINS CL-11 O CL-11 NEL SUPPORT CLIP - COLD-FORMED RAFTER STRUCTURAL BOLTS (TYP.) 1/2'0 X 1 1/4-A3 WIN PF&Qmnm STRUCTURAL BOLTS (TYP,) CHANNEL SUPPORT CUP �2U`TXRN.IBOLTS (TYP.) FIR wowco�swFsnr 1/2'*X 1 1/4'A323 2255 STRUCTURAL BOLT .) CL-11 COLD-FORMED � 1/2'9 X 1 1/4 25 SAFM Prac roam MR WO MM S*W FMI RF51 RF52 ANTI—ROLL DETAIL RF55 ANTI—ROLL DETAIL DOWNHILL ANTI—ROLL DETAIL ANTI—ROLL DETAIL UPHILL RF56 c:OID-FORMED ENowALL RAFTER AA COLD--FORMED ENOwALL RAFTER AA COLD-FORMED ENowALL RAFTER AA COLD-FORMED ENowAll RAFTER AA sin OF RAFTER INSTALL ADDITIONAL ROOF FASTENERS ROOF PANEL PURLIN PURUN WEB REINFORCEMENT CUP PURLIN Q NO C s IAT ANTI-ROLL CLIPS IM FWFOR ALL Joss 4. INSTALL ADOITIONAL ROOF FASTENERS ANTI-ROLL CUP CL-12 AT ANTI-ROLL CUPS = 8' S TOP HOLE IS USED WITH ROOF PANEL _ C1-13 9 1//22"PURUNS 9 1/20 AND 12'MEMBERS �9HOLE USED 2 C1-14 12 PURL 1 20 AND 12EMBERS ( STRUCTURAL BOLTS INS PURUN WEB REIN CUP ROOF FASTEN 0 � ROOF FASTENER O 1�2'f X 1 1/4'A325CL-13 PLATE MUST BEAR ON RAFTER 10-00 o C.4 #12X1 1/4 (SEE NOTE FOR LOCATIONS) �� 'TOP' MARK TO TOP - l—On O.C. TOP STRUCTURAL BOLTS __ (2) STRUCTURAL BOLTS � (2) STRUCTURAL BOLTS (2 1 2'9 X 1 1 4'A325 1/2-0• X 1 1/4*A32s 1/200 X 1 1/40 A325 / (SEE NOTE FOR LOCATIONS) i (SEE NOTE FOR L)CATIONS) PURLIN WEB CL-12 OLL gUP. RAFTER 8 PURUNS REINFORCEMENT CUP CL-13 = 9 1/2 PURUNS s _ _ CL-15 CL-14 • 12'PURUNS (FAR SIM (2) STRUCTURAL BOLTS EL SUPPORT CUP 1/2-0 X 1 1/4-A323 PLATE MUST BEAR ON - 1 I RAFTER 'TOP'MARK -- TO TOP STRUCTURAL1/2-0 'BOLT .) PURLIN / COLD-QED RAFM NOTE: WHEN ATTACHING CL-15 USE Two RAFTER WLTS. USE THE BOTTOM HOLE SOW PfArAuncitOTE:WHEN ATTACHING CL-13 USE TWO ON ALL EMBERS. USE THE MIDDLE wol K TRMNm NOTE: USE THE BOTTOM HOLE ON ALL MEMBERS. me mm BOLTS. USE THE BOTTOM HOLE 192�. L BOLTS SA�t"rRs SO To USE M sAFW Iwo MOST USE THE MIDDLE HOLE ON8 MEMBERS. TO use M low ON ALL MEMBERS. USE THE MIDDLE •X 1 1/4 A32S F+IR MOIMVSt SMEIY FflST. HOLE ON 8 MEMBERS. THE TOP HOLE IS PRODUC M ONLIM 1E10mmQUE. HOLE ONE MEMBERS. THE TOP HOLE IS FOR USE ON 9 1/20 & 12'MEMBERS. �M IrACTM THE TOP HOLE IS FOR USE ON 9 1/2,& 12 MEMBERS. FOR USE ON 9 1/20 de 12' MEMBERS. RAFTER PURLIN WEB REINFORCEMENT CLIP DETAIL RF53 ANTI—ROLL DETAIL RF51 ANTI—ROLL CUP DETAIL RF5BA AA7 PURLIN TO WELDED RAFTER CLIP DETAIL RF54A AA LONGSPAN PANEL BA COLD-FORMED ENDWALL RAFTER LONGSPAN PANEL PURLIN WEB REINFORCEMENT CUP REQUIRED SCALE: DATE - 4 ADDED RF34A - - .TAC- THG. 10-99 _---_- ._ ANTI—ROLL CLIP DETAILS M DRAW BY: MN �� ~t �� - 3 REV.RMV4 S,Ak 538A A 107A&REM.-RMI BA CKJ THG 1-99 AND 2 REVISM DRAWVC NUMBER CKJ THG 10-98 � BU PURLIN WEB REINFORCEMENT 1 REVISED RF54AA THC BU 2-98 DL7IGN AP"BY'- CLIP DETAILS DRAWING , N 1uDS CZ'D. DATE msvBD: 3-96 NTWER DWR-1.0 4 NO. REVLSION MADI! CK*D. DATE NO. RE'YISION YADB CrD. DATE NO. 0 lease No. RD1699 FLANGE BACK GUTTE ROOF FASTENER (TYP.) ROOF PANEL TGF- GUTTER GUTTER CUPS - GUTTER TGF_ BACK GUTTER BEND ALONG DASHED UNE SOW - §44 TMM14STIC FDE-2 � I�, 6 LONG GUTTER 1101 a �+ \ \ CUT ALONG SOLID UNE GUTTER TTGT1 I I EAVE FLASHING II DOWNSPOUT TGT1 o I e \ W EAVE STRUT (FIELD CUT) GUTTER 1/2 4" DOWNSPOUT CUP SIDEWALL GIRT - GUTTER BUND R TGT1 FDC-2 I ELBOW (12 REQ'D.1 EBR RAP I DOWNSPOUT(`TYP. I I I I (2) 1/4"i BEADS OF GUTTER GUTTER FDS-14. FDE-2 II SIDEWALL PANEL(TYP.)sEAL EACH LAP it DOWNSPOUT GUTTER LAP DOWNSPOUT CUP DOWNSPOUT TURNOUT FDC-2 uu n GTS � BUND RIVET E/18'�1�'P_� I VET DOWNSPOUT ELBOW I I FINISHED FLOOR BUND 2N RIVET PER LAP FDE-2 i i ELBOW ) DOWNSPOUT FDE-2 1/8 RIVET FDS-14.4 BUND RIVET 1/8 RIVET .�., :.:• DOWNSPOUT RETURN FASTENERS AT GUTTER LAP AND ENDCAP GUTTER LAP AND GUTTER ENDCAP FASTENER DETAIL GT07 DOWNSPOUT OUTLET DETAIL GTO1 DOWNSPOUT DETAIL GT02 DOWNSPOUT DETAILS GT08 AA AA AA AA DOWNSPOUT CUP FDC-2 6'-0"O.C. max.DOWNSPOUT SAVE DOWNSPOUTS DOWNSPOUT FDS-14.4CUPS (FDC-2) GTS 10' 1 PC. FDS-14.4 do 1 PC. FDE-2 2 1/8 TUBE 12 1 PC. FDS-14.4 do 1 PC. FDE-2 2 GTS DOWNSPOUT BUND RIVETS 14' 1 PC. FDS-14.4 do 1 PC. FDE-2 3 BUND RIVET FDS-14.4 2 PER CUP O WALL) 16' 1 PC. FDS-14.4 do 1 PC. FDE-2 3 1/8 TUBE (6) 1/8 RIVET /8 RIVET 18' 1 1/2 PC. FDS-14.4 do 1 PC. FDE-2 4 20' 1 1 2 PC. FDS-14.4 do 1 PC. FDE-2 4 22' 1 1/2 PC. FDS-14.4 do 1 PC. FDE-2 4 241 2 PC. FDS-14.4 do 1 PC. FDE-2 5 26' 2 PC. FDS-14.4 do 1 PC. FDE-2 5 28' 2 PC. FDS-14.4 do 1 PC. FDE-2 6 SIDEWALL PANEL 30' 2 PC. FDS-14.4 do 1 PC. FDE-2 6 DOWNSPOUT FDS-14.4 32 2 1 2 PC. FDS-14.4& 1 PC. FDE-2 6 OR ELBOW FDE-2 34 2 1 2 PC. FDS 14.4 dt 1 PC. FDE-2 7 38' 2 1/2 PC. FDS-14.4 do 1 PC. FDE-2 7 zRr%rt7 38' 3 PC. FDS-14.4 do 1 PC. FDE-2 8 6 REQUIRED �8 RIRRIM (YYP,) 40' 3 PC. FDS-14.4 do 1 PC. FDE-2 8 1/8 RIVET RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW. GT04 SECTION THROUGH DOWNSPOUT GT03 DOWNSPOUT SCHEDULE GT06 AA AA * FOR ICE AND SNOW * FOR ICE AND SNOW * OR PANEL THICKNESS NOTE: * OR PANEL THICKNESS NOTE: CONDITIONS ONLY CONDITIONS ONLY ** FOR ICE AND SNOW SEE SPECIFIC EAVE DETAIL- ** FOR ICE AND SNOW SEE SPECIFIC EAVE DETAIL CONDITIONS ONLY FOR MASTIC AND FASTENER CONDITIONS ONLY FOR MASTIC AND FASTENER SEAL WALL PANEL SIDELAPS WITH 3/4" SEAL WALL PANEL SIDELAPS WITH 3/4" DETAILS. DETAILS. TAPE MASTIC DURING INSTALLATION. START TAPE MASTIC DURING INSTALLATION. START ROOF FASTENER SEE ROOF FASTENER SEE MASTIC AT CLOSURE AND CONTINUE UP MASTIC AT CLOSURE AND CONTINUE UP STRUCTURAL FASTENERS) APPROPRIATE EAVE DETAIL STRUCTURAL FASTENER(S APPROPRIATE EAVE DETAIL SIDELAP 36". STITCH SCREW 6"O.C. FOR 360. SIDELAP 36. STITCH SCREW 6" O.C. FOR 36". /44 12 X 1 1 1 12 0- 1 1/ r. WALL PANEL ROOF FASTENER WALL PANEL ROOF FASTENER 1-0 O.C. TAPE MASTIC (TYP) 1 O.C. N• TAPE MASTIC (TYP) SEE APPROPRIATE EAVE DETAIL SEE APPROPRIATE EAVE DETAIL � UN) 3/4 TM � ) 3/4 TM ROOF PANEL ROCF PANEL ROOF PANEL(TYP) THERMAL BLOCK (TYP) ROOF PANEL (TYP) WALL MAIN FASTENERS) _--•"' _ WALL MAIN FASTENER( ____--'- "- "-- -- - _ _ - - - 1111 1 XO"O.C. IT _�` -____ 1 1-0 O.C. -.-. -"�_ - -_� __� ! --� Nor--'_ _ _ _- •F THERMAL BLOCK ** ICE AND SNOW ** ICE AND SNOW EAVE STRUT EAVE STRUT. EAVE STRUT(IYP) PURUN (TYP) EAVE STRUT (TYP) PURUN (`TYP) STRUCTURAL FASTENER(S) STRUCTURAL FASTENER(S) VALLEY GUTTER • GIRT Non 1 1/4 GIRT to-0 2 X 1 1/4 F�-1 2 GUTTER FVIT---10.2 O.C. O.C. INSIDE CLOSURE W INSIDE CLOSURE 3/4-TAPE MASTIC * ICE AND SNOW 3/4-TAPE MASTIC * ICE AND SNOW APPLIED TO BOTH SIDES. PURUN APPLIED TO BOTH SIDES. PURUN VALLEY GUTTER 1 1 4"min. 26-0" * VALLEY GUTTER 1 1/4"min. 2'-0" * 1 1 4" it-ON 1 1 4" 1 1/4" 1'-0" 1 1/4w FVM=10.2 (OR PANEL THKS.) FVMT--10.2 (OR PANEL THKS.) min. * min. * min. * min. 2'-0" ** 2'-01, ** 2'—O"** 2'—O" ** VALLEY GUTTER DETAIL EA08 VALLEY GUTTER DETAIL EA08C VALLEY GUTTER DETAIL EA09 VALLEY GUTTER DETAIL EA09C AA WITH THERMAL BLOCKS AA AA WITH THERMAL BLOCKS AA NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE EUFAUI A � ALABAMA STATUS 5 REVISED GT02AA. EA08AA. EA08CM YML THG 9-1-03 4 GENERAL REVISIONS TAC THG 10-1-02 FOR-CONSTRUCTION DRAWN BY: THG 12-1-97 GUTTER AND DOWNSPOUT DETAILS FOR APPROVAL 3 REVISED GT07AA, CT02AA YML THG 11-6-01 [] FOR PERMIT ONLY CHK'D BY: BW AMERICAN BUILDINGS COMPANY 7 REVISED GT07M TAC I THG 110-22-041 1 2 OMITTED GT05AA TAC THG 8-17-01 [] FOR PRELIMINARY DSGN APP BY: DRAWING. REV.NO. 6 REV EA08AA. EA08CM, EA09AA, EA09CM TAC THG1 11-3-03 1 REVISED GT02M TAC THG 6-00 RELEASE NO.TIR.09.2004 CAD BY. NUMBER' GTD-'I.0 7 73 USE WOOD MANNG TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN SAVE STR At ALL OMM cowPO RacowwtxMOs PANEL BUNDLES WILL PROVIDE ADDITIONAL NR CIRCULATION. COVER THE A o� p�at M STACKED BUNDLES WITH A TARP ORPLASTIC LACOVER LEAVING ENOUGH SWARE � HM OPENING AT THE BOTTOM FOR NR TO smm Premmilxm Man aoMCM sHMU Xmn um 2 X 6 WOOD BLACKING MGMWHEN"mom o Pmons. RIGID FRAME--ss. PMJ xft (BY OTHERS) + REGDO mr SflP.SR OR cum ONFMM TO WALL + o'na P�iIER'JI n= IWMI MSA SERIOIJs NJIJIK + + GIRT SPACING + SWW ono" RIGID FRAME COLUMN sw■!LL N cups o r/ILL Lamm �lwtCE. rim r TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE.A 2 X 6 MINIMUM BOARD o • SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS TO INE THE LONG Spm PALES amt or mmm LOQ' WOOD BLOCKING + , ,e GIRT (BY OTHERS) qRT` AND SPACINGS. TARP OR PLASTIC COVER BASE ANGLE USE SPACERS BETWEEN BUNDLES THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS S TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE. FOR BEST RESULTS. R IS RECOMMENDED THAT A TRANSIT ZBLOCK ABOVE GROUND BE USED WHEN ERECTING THE STRUCTURAL STEEL INSTALLATION OF THE BUILDING WALLS IS GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING THE WALL SHEETING OR INSULATION. CHECK TO BE SURE THAT THE LAVE STRUT AND GIRTS ARE TiE DOWN TO ALIGN THE gRTS. CUT TEM pORARY WOOD BLOCKING _ STRAIGHT AND PLUMB. G EO 1 TO THE PROPER-LENGTH AND INSTALL BETWEEN THE ONES OF F��REQUIRED. GIRT BLOCKING G 03 PANEL STORAGE RC51 BUILDING ALIGNMENT-' MOVED FROM SAY TO BAY WHICH WILL REDUCE THE NUMBER AA LONG SEAN BB AA ONE UNE OF BLACKING PER BAY WILL BE SUFFICIENT. 0000 ALIGNMENT OF THE FASTENERS WILL GIVE A PROFESSIONAL APPEARANCE OF SHEET WALL FASTENERS MLANEOUS FASTENERS SPECIAL CONDITION FASTENERS INSTALLATION. THIS CAN BE ACCOMPLISHED BY PRE—DRILLING HOLES IN THE SHEETS AMERICAN ROOF AND WALL PANELS 6' AT IDENTICAL LOGTIONS. UP TO 15 SHEETS CAN BE STACKED TOGETHER AND DRILLED AMERICAN'S ROOF MIO WALL PANELS INCLUDING COLOR COATED. ALUMINUM COATED AND GALVANIZED. 1 USING A TEMPLATE SHEET. USE 1 K="ORS 32"DIAMETER ORII.L BR FOR SHEET TO 1/ aMD tz x t 1/4 WO FASTENERS. ANO A 1V BIT FOR THE SNDEIAP HOLES. PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING AND ERECTION 1 tz x.t t 4 G�oN s!m f1Dt 0 Mo. in w4u �� aoc Io PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUAILITY MERCHANDISE WHICH �� WIFXIX W�ttto A NOW FMARM CLEAN METAL FILINGS OFF PANEL SURFACES AFTER DRILLING TO AVOID RUST STAINS. MERIT CAUTIOUS CARE IN HANDLING. 3 W=la /tin 1/4 solst WIIMt Na /tin t/4 s r4 UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHEETS SHOULD THE TEMPLATE SHEET SHOULD BE WO OUT IN WITH THE BUILDING ERECTION THE TRUCK WITH EXTREME CARE TAKEN TO INSURE THAT NO DAMAGE OCCURS TO fLnsNlMo MIPs AMD DRAWINGS. SINCE PRE—DRILLING WILL'FUND"THE SHEETS IT IS NECESSARY TO SELECT THE BE TE THEE SHEETS OR T�0 SIDE RIBS. THEE T SHOULD BE STORED OFF THE GROUND At�itD DooRs �P� � M� �t1"is� END OF THE BUILDING FROM WHK:H THE SHEETING IS TO BEGIN. PRIOR TO DRILLING THE SUFFICIENTLY HIGH ENOUGH TO ALLOW AIR CIRCUlATiON UNDERNEATH THE PACKAGES. THIS AVOIDS � � WALK OOORs,EIC. �p �ATT�IR TEMPLATE SHEET R SHOULD 8E CHECKED FOR PROPER HOLE LOCATIONS AQAINST THE GROUND MOISTURE AND DETERS PEOPLE FROM WALKING ON THE PACKAGES. ONE ENO OF THE PACKAGE BUILDING BE SURE THERE S NO SAG IN THE PURLINS OR gRTB. SHOULD ALWAYS BE ELEVATED ABOVE THE LOWER ENO TO ENCOURAGE DRAINAGE IN CASE OF RAIN. j ALL METAL PANELS ARE SUBJECT TO SOME DEGREE TO LOCALIZED DISCOLORATION OR STAN WHEN WaT W" WATER S TRAPPED BETWEEN THEIR CLOSELY FITTED SURFACES.AMERICAN DXERCKSES EXTREME x t t/4 3/ts � � CAUTION DURING FABRiC.A►TING AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK IS a too•_..�ei�r�t ae�� Dwu FNI m ooL+oR M+►ra+ra ntx MESO MAIMS N0� sl�-t tz x t t lo Wm PRE—DRILLED TEMPLATE SHEET KEPT DRY. HOWEVER. DUE TO CLIMATIC CONDITIONS WATER FORMED BY CONDENSATION OF HUMID LAM eAws s!m Ilot AR CAN BECOME TRAPPED BETWEEN STACKED SHEL(TS. WATER CAN ALSO BE TRAPPED BETWEEN THE MAIac Na f t/ ��M sioo�IP ooNNacraNs � !��t/2�M sn�ttt P Iueot� STACKED SHEETS WHEN EXPOSED TO RAN.THIS DISCOLORATION CAUSED BY TRAPPED MOISTURE ISAEBAM am ApprAm LW STEN CALLED WET STORAGE STAIN. • 1r 6 •CSIs R .N0 . , ,ww t/4 1 an afiLlm O . >o SiIWCILNIAL.OOM�110Ns MIa1�710N tIlRll DINJ.s THE STAIN IS USUALLY SUPERFICIAL AND HAS LITTLE EFFECT ON THE OR SERVICE LIFE T ) to�o.XTA a m) EMAIN OF THE PANELS AS LONG AS IT IS NOT PERMITTED TO RON THE PANELS. HOWEVER. MOISTURE • FM •'� AgTAC�EN>z IN CONTACT WiTH THE SURFACE OF THE PANELS OVER AN EXTENDED PERIOD CAN SEVERELY ATTACK NOTE:3'� THEIR FINISH AND REDUCE THEIR EFFECTIVE SERVICE LIFE. THEREFORE. R IS IMPERATIVE THAT ALLacicog= PANELS BE INSPECTED FOR MOISTURE UPON RECEIPT OF THE ORDER. IF MOISTURE IS PRESENT. DRY to x t//t� SEE FASTENER LAYOUT IF POSSIBLE. ��" OO�oR MATCFlMIC HDc IfJ10 TMPNo GY180N STEEL MEX I LCOS/AC THE PANELS AT ONCE AND STORE IN A DRY. WARM PLACE. C .7.01 a WHEN HANDLING OR UNCRATING THE PANELS. UFT. RATHER THAN SLIDE.THEM APART. BURRING rAstaite Waniour Wr►sflete �Io FAstEnElt i/I s twsHEx to x t t/z ASW-2.0 BE DRILLED SHEETS TO SHEETS ARE SLID OVER ONE ANOTHER. NEVER AMSC /tin sow MAat�' �taoct/z snsl t Na WMH Sim�c BE DRILLED EDGES MAY SCRATCH THE COATED SURFACES WHEN FASB r TM W�Ot ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. 1�l MAIIK NO. Ptaoct t/s ST1NM A PRIME EXAMPLE OF POOR JOB PAM SAP Cowden",,RAD"T WROOw J" s It et:0ll ROUGH AND IMPROPER HANDLING OF PANELS IS INEXCUSABLE AND pMp, ,=LO 0 NO onM SHW SUPERVISION. st�olT ooIons PrTo Wlm STrSJCT� CAUTION: PANELS ARE SLIPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROWAND WALL (t/4•ins MEX mol soclar IMIQIJIII�) , PANELS FOR PROTECTION AGAINST WEATHER OMAAGE WILL MAKE THEM A VERY SLIPPERY WALKING ENDS OF PANELS ALIGNED SURFACE.WIPE DRY ANY OIL THAT HAS PUDDLED FROM BUNDLES SPORED ON A SLOPE. DEW. FROST 111°�'"""`y°E�°�'� NOTE: ALL HEX HEAD SIZES SMALL REQUIRE A 5/16"HEX SOCKET UNLESS NOTED- SURFACE. OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. aou WC61 PRE—DRILLING FOR FASTENER LOCATIONS WC08 RC95 BASIC PARTS AND PIECES PANEL STORAGE NOTES LONGSPAN WALLS AB ARCHITECTURAL WALL PANELS AC AA NtTTFS: AMERICAN N WU NNGS COMPANY STRONGLY REOOt WENDS THAT SAFE WORKING CONDITIONS AND ACpDENT SAFETY PFArAJ 0 b swm i imcmunOMs FRECTidN NOTES: PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SiTE Do NOT SW o"m Or Do Mor snp ON rw�as OW.STATE.AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP PrMTN:nP am ssa�to win+ PAT FuTumm .1.ALL AREAS MASTIC BE CLEANER APPLIED MA5T1EWIPED c APPLICATION.�TFlis VYILL WORKER SAFETY. IDEIERGENT OR AN NSURE A 6000 SEALING SURFACE AND IMPROVE WEATHER TiGHTNESS. ��S KNOW THE SAFEST N�MOST PRODUCTIVE WAY OF ERECi1NG A BUILDING.EMERGENCY TELEPHONE NUMBERS.LOCATIONS OF HAST AID STATIONS AND EMERGENCY 2.THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE SHOULD BE KNOWN TO ALL EMPLOYEES. BE USED TO SECURE THE INSULATION TO THE LAVE. AMERICAN BUILDINGS COMPANY DAY MEETINGS F�iLIGNM SAFETY.PROCEDURES,THE USE OF HARD HATSHOES �RUBBER SOLE S IS NOT ARK.BLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. FOR ROOF WOPROPER EQUIPMENT FOR NANDLSNG MATERIAL AND SAFETY W9 WFC POSSIBLE LONG SPAN PANFL MM MM NUMBER ADDITIONAL ATTACHMENT'S (NOT BY ABC) MAY BE REQUIRED. ARE RECOMMENDED ERECTION PRACTICES. EXAMPLE Lap 4—�3,O�.Q 3. N1 EXPOSED FASTENERS SHOULD PENETRATE THE SEJiLAINT FOR THE MOST AMERICAN BUILDINGS COMPANY INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED DETAIL"A" OETAL 090 30'-0"IN LENGTH WEATHER TIGHT CONNECTION IN ROOF AND WALL AREAS WHERE APPLICABLE. WITH SOUND JUDGEMENT CONSISTENT WiTH 0000 SAFETY PRACTICES. 24 GAGE(22. 24, 26. do 29 GAGE AVAILABLE) 4. WHEN FIELD CUTTING PANELS OR TRiM DO NOT USE ABRASIVE SAWS OR OTHER ALL SAFETY PRECAUTIONS,OSHA SAFETY REQU�NTS,OR ANY OTHER APPROPRIATE SAFETY LONG SPAN PANEL REQUIREMENTS.CUSTOMARY OR STATUTORY,MUST BE ADHERED TO,TO INSURE MAIAMUM WORKER LANG SPAN CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. SAfE1Y. THESE METHODS WILL DAMAGE THE PLANTED AND GALVALUME FINISH AND VOID ANY _ WARRANTIES. USE DOUBLE CUT SHEARS. NIBBLERS OR OTHER CUTTING DEVICES �TO PREVENT ARE R� ON THE ROOF PANELS,WIPE THEM OFF OVERLAPPING RIB OUTSIDE M41CH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. (THIS RIB OVERYOU SHOULD MAINTAIN A FiRM.SAFE POSITION WHEN USING ANY TOOL ,�——�� YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE PRECEEDING PANEL) WFION USING Tpplg AND MACHINES OR PERFORMING ANY OTHER FUNCTION XII THE ROOF AREA, ERECTION OF THE LONG SPAN PANEL REQUIRES THAT THE PROPER DIRECTION OF R5 APPLICATION BE MADE.THE DESIGN OF THE PANEL MKARPORATES A BEARING LEG INTO ITS LEADING EDGE WHICH PROMDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL THE INSTALLATION OF THE PANELS SHOWN AT LEFT) PROCEEDS FROM LEFT TO ROT. HOWEVER. IF NOT TINDER ANY NECESSARY O ES STEP OR WALK ON THE SURFACE OF ANY FIBERGLASS PPORT Hf. ( ff FOOT TRAFFIC IS NECESSARY OVER SKYLICRHT,USE WALK BOARDS THAT ARE PROPERLY SUPPORTID BARING LEG UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE. INSTALLATION OF PANELS CAN LPPRPED OVER V ROM BY THE BUILDING PLNRLINS. BEARING LEG GIVES EITHER LEFT TO RIGHT OR RICHT TO LEFT AS LANG AS THE OVERLAPPING IS (BEARING PPPORRTT TOGSIDELAP) THE BEARING RIB. RC63 ERECTION NOTES RC91 SAFETY COMMITMENT GE70 PANEL MARKING AND SIDELAP DETAILS BA AA EL SIDAP DEVIL LONG SPAN RR LANG SPAN AIABAMA LA0. REVISIONS MADE CK'D DATE E NGR DATE NO. MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL BUFAULA REVISKOINs STATUS _ - SCALE.. . NONE DA - __-- - _- _ -_ _ - __- s. REVISED cEo3AA _ YML THc 9-1-03 [*]MR DRAWN BY. MN 12-1—ST LONG S PAN III WALL PAN EL - 4 REMOVED RC61 BA ADDED WC61AS TAC THG 10=1-02 FOR APPROVAL CHWO BY: BW BASIC ERECTION AMERICAN BUILDINGS COMPANY MCS 7m5-01 FOR PUMT ONLY RE V N0. 3 REVISED Rc638B A!< RC61AB []FOR PRELIMINARY OM APP BY: 2 ADDEDoADDED6AV;wCoTAC THC 10-00 NUMBER' LSW- 1.0 1 REVISED GE03AA TAC THG 5-99 RELEASE NO.TIR.06.2003 CAD BY: 5 BASE GIRT BASE ANGLE WALL PANEL WHEN NON-SYMETRICAL. PUNCHING WALL PANEL GA-2 WILL BE OPP. HAND IN RELATION I TO THE OTHER GIRTS DUE TO WALL PANEL BASE GIRT ORIENTATION. WALL MAIN FASTENER(S) WALL PANEL WALL MAIN FASTENERS) 012X1 1/4 BASE ANGLE FASTENER (BY OTHERS) #12X1� 1/ 1 1-0 WALL MAIN FASTENER(S) O.C. 114"4 CONCRETE ANCHOR (min) 1 ZX 1 1/4 WALL MAIN FASTENER(S) 1-0 O.C. 1 5-0 O.C. (max) '-0"O.C. 12X1 1/4 BASE ANGLE FASTENER (BY OTHERS) BUND RIVET BASE ANGLE FASTENER (BY OTHERS) f'-0" O.C. 1�4"4 CONCRETE ANCHOR (min.) BLIND RIVET I t 118 RIVET BASE CHANNEL 5-0 O.C. (max.) / 2-0 O.C. 114-0 CONCRETE ANCHOR (min) 2-0" O.C. 1 1 1/2" t 1 1/2" 118 BLIND 5-0"O.C. (max) BASE ANGLE 1 1/2"± EPEC-1 EPEC-1 2-0"O.C. BA-201FPFV-2 .:. •'•' •. FPFV-2 •• •'�- •r. . .,,...• EPEC-1 / GRADE •_ •►:•: • -.•• .,• •:•''• ..« ., GRADE .:.;�:.•!.. it ._ �•'...�• f•�,•+• .��• z 2 .•,.,,~',t•+.•,M•.....:•':" E '• ..• .• :,. FPFV-2 .s••; ,,s•.:: •' 1: ' GRADE •� •'�' N '}i• ,'�..,t '.. •••.:• •• • •� •. ,• ! 1 .•• GRADE .;�.... N .•. SECTION AT BASE ANGLE BA02 SECTION AT BASE GIRT BA03 SECTION AT BASE CHANNEL BA04 SECTION AT BASE W GA-2 BA05 ARCHITECTURAL OR LONGSPAN WALLS AB AB AB AB BUILDING STRUCTURAL BUILDING STRUCTURAL BUILDING STRUCTURAL PRIOR TO WALL SHEETING ALIGN WALL GIRTS AS SHOWN IN GE03/AA. CLAMP AND WOOD BLOCKING UNE (GIRT UNE) UNE (GIRT LINE) UNE (GIRT UNE) INSULATION (BY OTHERS) IF REQUIRED, SHOULD BE INSTALLED PRIOR TO THE BASE ANGLE (ENDWALL) BY OTHERS (SUGGESTED) 1/4" 1/2" 1/2n PANEL INSTALLATION AND CONTINUED IN THE SAME MANNER AS SHEETING BA-20 kll7/32* WALL MAIN FASTENER(S) #IAA.. A PANEL PROGRESSES ALONG THE WALL. BASE ANGLE (SIDE�IVALL) ,1 WOOD BLOCKING I 1AR ?XO" 0 C. FAR INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE CA-20 PANEL RIB WITH THE STRUCTURAL OR GIRT UNE AS SHOWN. IT IS EXTREMELY I IMPORTANT THAT THE FIRST WALL PANEL BE INSTALLED PLUMB. USE A SPIRIT • 3 LEVEL OR TRANSIT ON EACH PANEL. IT IS RECOMMENDED THAT A SMALL LONG SPAN WALL MAIN FASTENERS) LARCHITECTURALWEDGE/SPACER BE PLACED UNDER THE PANEL AT THE BASE ANGLE. APPLY 2 I PANEL 12X1"1/4 PEEL 12A�LL. ERS) THE WALL PANEL.OVER THE INSULATION AND INSTALL WALL FASTENERS AT ALL 1—0 O.C. STRUCTURAL WALL MEMBERS BEGINNING WITH THE TOP MOST ATTACHMENT AND 1/4 FASTENER - EL'S 0 MAJOR RIB (OVERLAPPING RIB) V-0" O.C. "'fir•• I �� , SEQUENCE 51� PROCEEDING DOWNWARD*(SEE SUGGESTED NUMERICAL FASTENER SEQUENCE). hv �' �' I I •:•'� I DIRE REMOVE THE WEDGE/SPACER BEFORE ATTACHING PANEL AT BASE ANGLE. Q4 I .N.) NOT ERECT PANEL By ATT.`.CH'NG AT BOTH ENDS WORKING TO THE MIDDLE OF s�ErY PRECAUTION: (i'YP. UU. ARCH. RIB PANEL THE PANEL_ THIS PROCEDURE PROMOTES "OIL CANNING. DO NOT STEP,SIT OR CLIMB I' O�u�FGIRM OR SERE BEARING RIB BEARING RIB INSTALL THE NEXT PANEL E5Y SIOCLAPPING THE RIB WITH THE FIRST PANEL (AS 6 LONG SPAN PANEL •"=•'. To TNi3 PRECAUTION uu►Y OVERLAPPING SHOWN). CHECK FOR PlUNi3.��.,5 AND FASTEN THIS PANEL IN THE SAME RESULT M A SERIOUS INJURY. (TYP• U.N.) ARCH. PANEL RIB OVERLAPPING RIB MANNER AS THE FIRST PAN-:L. CONTINUE TO SHEET THE WALL USING THIS 5 (TYP. U.N.) PROCEDURE. r::T PX4E'.S :.:''ORS, WINDOWS, LOUVERS AND OTHER WALL 4 'I OVERLAPPING RIB CPENINGS PS REQUIRED. 'BEARING— EO EQ. EQ EQ. I EQ. EQ. SHEETING CAM USUALLY BE START.ED FROM EITHER END OF THE BUILDING AND CORNER BASE ANGLE CONTINUED EITHEtt .N THE DIRECTION CF LEFT TO RIGHT OR RIGHT TO LEFT FBC-1 1/8"0 HOLE 1/8"01 HOLE 1/8"4 HOLE AS SHOWN. HOWEVER 13Y A�f'L`:I:tG THE SHEETS TOWARD THE DIRECTION OF THE PREVAILING VIEW, THE OVIRLAP LINE AT THE SIDELAP OF EVERY PANEL I I• LONG SPAN PANEL LAP AND ARCHITECTURAL PANEL LAP AND ARCHITECTURAL 'b" RIB PANEL LAP WILL BE LESS VISIBLE. THE T*1E PRINCIPLE CAN BE APPLIED WHERE HEAVY I BLANKET INSULATION PRE-DRILLED HOLE DETAIL PRE-DRILLED HOLE DETAIL AND PRE-DRILLED HOLE DETAIL PREVAILING WINDS OCCUR 3*t F'-ACIN;THE LAPPED EDGE ON THE LEEWARD '•'; , ' (BY OTHERS) SIDE (DOWNWARD SIDE) OF r:E PAINEL RIB. 9 ARCHITECTURAL PANEL SHOWN PRE-DRILLING OVERLAPPING RIB FOR STITCH SCREWS WALL PANEL INSTALLATION WC 6 4 BASE ANGLE DETAIL BA01 LONG SPAN PANEL SIMILAR AS SHOWN WILL INSURE ALL SCREWS ARE ALIGNED. 8 ARCHITECTURAL V RIB PANEL SIMILAR NOTEI TO AVOID DIMPLING DO NOT OVER TORQUE LONG SPAN, ARCHITECTURAL WALLS, OR ARCHi;c;TUR,�L "V" RIB PANELS AB AB 7 SCREWS. ;7ij CAUL.K THINGS TO REMEMBER SSCK-1EAVE CLOSURE FLASHING RETHANE CAULK 1. THINK SAFETY.2. CARE FOR PANELS IN ACCORDANCE GTSTRIM WITH ERECTION GUIDE. 00 T,BASE ANGLE.E STRUT OR 3. ALIGN GIRT. LONGSPAN PANEL (•TYP•) LE ANGLE 4. PLUMB FIRST AND EVERY PANEL.5. CHECK COVERAGE ON EVERY PANEL. WALL STITCH FASTENERS IL SEE 0 �(S) 6. FOLLOW SCREW ATTACHMENT SEQUENCE: (TYP. AT SIDELAPS, SEE NOTE 2 „ „ �f 14X7/ DETAIL A 12X 1 1/4 EAVE SUPPORT TRAILING TO LEADING. 2'-0"O.C. VERTICALLY '-0" O.C. "" FLASHING TOP TO BOTTOM. DETAIL A 7. DO NOT EXCEED INSULATION THICKNESS __ 1 EAVE STRUT •�' (4" MAX.). —— —— 8. DO NOT "RATCHET" OR OVERTIGHTEN WALL PANEL SCREWS. THIS WILL CAUSE "DIMPLING". BUNO RIVETS (3)REG'D. PER LAP 9. USE THE FLAT OF THE LONGSPAN PANEL 1/8 RIV<r TO APPLY PRESSURE WHEN INSTALLING. 1'_p' 1'-0" 1'-0" (SEE EXAMPLE) 10. DO NOT USE ABRASIVE SAWS OR OTHER CUTTING TOOLS WHICH.PRODUCE HOT METAL NOTE: PARTICLES OR BURNED EDGES. 1. WALL FASTENER(S) REQUIRED AT SIDEWALL ' OUTSIDE CLOSURE THESE METHODS WILL DAMAGE THE AND ENDWALL GIRTS, BASE ANGLE, EAVE LOAI PAINTED AND GALVALUME FINISH AND WILL VOID STRUT AND GABLE ANGLE. FASTENER LAYOUT ANY WARRANTIES. USE DOUBLE CUT SHEARS, SHOWN ALSO APPLIES FOR UNER AND PARTITION _ PANELS. LONGSPAN PANEL (`I'YP.) NIBBLERS OR OTHER CUTTING DEVICES WHICH 2. PANEL STITCH FASTENER(S) AS SHOWN REQ'D. DO NOT PRODUCE HOT METAL PARTICLES OR ONLY AT PANEL SIOELAPS OR AT FLASHING BURNED EDGES. LAPS AND FLASHING TO PANEL CONNECTIONS. NOTES GE04 FASTENER LAYOUT WC05 OUTSIDE CLOSURE INSTALLATION AT EAVE EA37 PANEL INSTALLATION LONGSPAN WALL PANELS AB LONGSPAN WALLS I AB j LONGSPAN WADS AB N0. REVISIONS MADE CK'D GATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR - DATE DRAWING STATUS 5. GF�NERAL REVISIONS sueMITTAL SCALE: NONE DATE EUFAULA ,. ALABAMA 10-TAC THG 1-02 - - 4 REV. wc64A9 REMOVED W'C 12A8 TAC THG 3-15-02 �*� f�AAPPROVAL � DRAWN BY: MN " 12-1--97 LONG S PAP: I i I WALL PANEL CHKD BY: Bu BASIC ERECTION AMERICAN BUILDINGS CJMPANY 3 REVISED WC 12AB. WC05AB. EA37AB. 8AO2AB, 03AB, 04AS & 05AS MCS THG 5-01 [J FOR PERMIT ONLY 7 REVISED WC05A8 TAC THG 9-10-04 2 REVISED WC64AS do ADDED GE04AC TAC THG 5-99 [) FOR PRI UL41NARY DSGN APP BY: DRAWING. I?EY.NU. 6 REVISED BA03AB. WC64AS & GE04AS YML THG 9-1-03 1 EAVE TRIM REVISIO NS CKJ THG 11-98 RELEASE NO.TIR.08.2004 CAD BY: NUMBER' LSW-2.0 7 SAFETY PRECAUTION: WEAR �- BLOCKING Enm WaaPE�Rus (BY OTHERS) OR ELECTRIC SCREW CONS. UPPER PANEL EAVE STRUT RAKE FLASHING CAP FLASHING EAVE CLOSURE FLASHING (SEE NOTE 2) FCP-1 WALL TRIM FASTENER(S) -0 O.C. AT PANEL RIBS FEAVE LASHING SUPPORT W�7 TRIM FASTENER(S) OUTSIDE CLOSURE f'-On f O.C.AT PANEL RIBS -H - -- - GIRT (SEE SECTION AT EAVE) MLl NOTE: 01 1. OUTSIDE CLOSURE `zx• i REQUIRED FOR BLDG. • WALL MAIN FASTENER(S SLOPES 1 1/2 : 12 OR GABLE MEMBER i� ! '" .00 #12X1 1/ LESS. .00 2. CAP FLASHING REQ'D. i GIRT FOR BLDG. SLOPES UTSIDE CLO URE .00 GREATER THAN 1 1/2 12. ?SEE NOTE 1) i (SEE NOTE 5) i LOWER PANEL 'i i • i i WALL TRIM FASTENER(S) .0 i 14X7/8 '-0" O.C. AT PANEL SIDELAPS WALL PANEL ENDLAP WC06 PANEL CLOSURE DETAIL AT RAKE RA01 • ARCHITECTURAL III, ARCHITECTURAL V RIB. LONG SPAN III OR MULTI-RIB WALLS AB ARCHITECTURAL III.ARCHITECTURAL"r RIB OR LONG SPMA III WALLS AB WALL XMAIN1 FASTENER(S) WALL MAIN FASTENER(S) (TYP) f'-O O.C. BACKLAPPING THE PANELS 1 OR 2 IS ROUTINELY DONE M MATCH PANEL COVERAGE WITH THE #12XI 1/4 BUILDING WIDTH AND LENGTH. ON THE SIDEWALL THIS IS DONE WITH THE LAST PANEL INSTALLED. I I-O"O.C. ON THE ENDWALL THIS IS DONE AT THE RIDGE AND WILL BE MARKED ON THE ERECTION DRAWING& LONG SPAN PANEL I I I R��E RISE I SST RUCUTNURALL LINE E ANGLE I BA-20 I rpt TRIM FAS��R(S) sA�r FRECAM ,, E ERAL NOTES. # oo Nvr STEP.Srr OR CUMB ON WALL 003 OR ME STRUTS.\ I 2140'OBC. PR cN MAY RESULT 1. CROWD OR STRETCH PANELS SLIGHTLY AS SERKIUS MUM NECESSARY M MAINTAIN 3'-0"COVERAGE PER � I PANEL 2. PMELS MUST BE INSTALLED SQUARE WITH i BUILDING FRAME. �-- - ----------- - 3. PANIL. SIDELAPS.STICHED,2'-0"ON CENTER WITH • #14 WALL FASTENERS. L 4. USE TOUCH UP PAINT WITH AN ARTIST TYPE LONGSPAN III PANELS SHOWN BRUSH. DO NOT USE AEROSOL TYPE PAINT MULTI-RIB PANELS SIMILAR FOR TOUCH UP. BUND RIVET TYPICAL 5. GIRTS ARE M BE BLOCKED M MAINTAIN VERTICAL CORNER FLASHING 6 REQ'D. PER FLASHING UAP *CORNER FLASHING BASE ANGLE CORNER GIRT FLANGES. FAILURE TO MAINTAIN VERTICAL GIRT FCR-LENGTH 1/8 RIVET *FCR-LENGTH LONG SPAN Ill FBC-1 FLANGES WILL CAUSE DIMPLING OF PANELS AT EN WALL PANELS SHOWN. SIDEWALL.S PANELS SIMILAR FCRMR-LENGTH = MULTI-RIB SCREW LOCATIONS. LONG SPAN III SHOWN. ARHITECTURAL III. ARCHITECTURAL Y RIB AND MULTI-RIB PANELS SIMILAR PANEL BACKLAPPING WC75 CORNER FLASHING DETAIL OUTSIDE WC21 I TYPICAL CORNER DETAIL AT PANELS WC20 ARCHITECTURAL III. ARCHITECTURAL 'V" RIB OR LONG SPAN WALLS AB LONG SPAN WALLS AB LONG SPAN III OR MULTIRIB WALL PANELS AB Svw PrAcAnm FASTENER AND WASHER SAMY PrAmi w w�or�es srrou.o ME TRAM N OR OTHER MEANS (BY OTHERS) ALWAYS wm� 7��N �° 0N MAY BE USED TO ATTACH PROIECI FOR pwo INSULATION (BEFORE EAVE CLOSURE onBit=scR�w GUNS. 7w �� FLASHING IS ATTACHED) I WALL MAIN FASTENER(S) INSULATION ROOF PANEL FOLD INSULATION BACK ONTO fe12XI --00 1 _ ITSELF'FOR COMPRESSION " O.C. r-- - +- BETWEEN SAVE STRUT AND ROOF FANM.R MUSS'NOT BE I LONG SPAN PANEL �___,___- EXPOSED TO THE WEATHER. N II I II II INSULATION TRIM INSULATION AND EAVE CLOSURE FLASHING I WALL TRIM FASTENER(S) Nom' N II TURN VINYL BACK. INSULATION TfEC- FlELD TRIM PANELS AS MUST NOT BE EXPOSED TO 140`OBC. REQUIRED AT CORNER N II WEATHER. I INTERSECTION. WALL PANELN II h I � CORNER FLASHING IIA b I DOUBLE SIDED TAPE(BY OTHERS) FCI-LENGTH _ Tl p TO BE USED TO SECURE INSULATION. I .BUND RIVET N II N .v EAVE SUPPORT (6 REQ'D. PER FLASHING LAP) FLASHING I N II ' ' I h :j .• FSE-1 I 1/e RIVET d-----S d. B ', i EAVE STRUT I LASE ANGLE :�: WALL PANEL L --- ------------ OR I TRIM INSULATION AND FLASHING TURN VINYL BACK. INSULATION • MUST NOT-BE EXPOSED M WEATHER. r GIRT UNE OR STRUCTURAL LINE CORNER FLASHING DETAIL INSIDE WC26 SUGGESTED INSULATION DETAIL AT WALL PANEL BASE IN02 SUGGESTED INSULATION ATTACHMENTS AT EAVE IN01 LONG SPAN WALLS AB j AA AA NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE. NONE DATE EUF'AUI.A An Alf A. r 5 GENERAL REVISIONS TAC THG 10-1-02 4 REV. WCOGAB, RA01AB. WC75M TAc THG 3-1 s—oz [] FOR APPROVAL 01'N DRAWN eY: MN 12-1-97 LONG SPAN WALL PANEL 8 REVISED WC75AS TAC THG 9-10-04 3 REMISED IN01M YML THG 11-6-01 [ FOR PERMIT ONLY CHK° �� BL.J GENERAL ERECTION AMERICAN BUILDINGS COMPANY 7 REMISED WC20AB THG BU 1-30-04 2 GENERAL REVISIONS MCS DWL 3-1-01 [ FOR PRELUNARY DSGN APP BY: DRAWING. REV.NO. 1 6 REVISED WC06AB do WC20AB YML THG 9-1-03 1 UNIVERSAL RAKE. EAVE TRIM REVISIONS TBG THG 11-98 RELEASE NO.TIR.08.2004 CAD BY: NUMBER' LSW-3.0 e EAVE SUPPORT FLASHING EAVE SUPPORT FLASHING EAVE SUPPORT FLASHI EAVE SUPPORT FLASHING— FSE-IT FSE-IT FSE-1 FSE-1 STRUCTURAL FASTENER STRUCTURAL FASTENER STRUCTURAL FASTENER STRUCTURAL FASTENER #12X1 1/4 SDHH 7r #12X1 1/4 SDHH #12X1 1/4 SDHH #12X1 1/4 SDHH 1 9-00 O.C. 1 I-Om O.C. 1-on O.C. 1 9-00 O.C. 1 1/2" 3 1/8" 1 1/2"_dl 3 1/8" STANDARD EAVE CO STANDARD EAVE CONDITIOR THERMAL SPACER EAVE CONDITION THERMAL SPACER EAVE CI WITH LONGSPAN OR ARCHITECTURAL 11 WALL PANELS WITH SING SEAMHADOW PANELS WITH LONGSPAN OR ARCHITECTURAL.11 WALL PANELS WITN.H SHADOW PANELS (STANDOR LSO�C-M ISEAMSTANDING ROOF PASEAMt1ELS 3C0 (��DOR LOC- (SEAM ROOF PANELS)3603 (STANDING SEAM LOC-SEAM ROOR. STANDING F PANELS)LONGSPAN (STANDING SEAM LOC SEM�I360. STANDINROOSF PMIELS)360. LONGSPAN ROOF PANEL INSTRUCTIONS EAVE CLOSURE FLASHING 1. PRIOR TO SHEETING THE ROOF OR WALL, THE STRUCTURAL FRAMING \ r FUST CE SQUARE AND PLUMB. WALL FASTENER2. BLOCK OR SUPPORT THE GIRTS AND GAVE STRUT TC PREVENT THE ' 1114 SDHCW STITCH SUB FRAMING FROM SAGGING. BLOCKJNG LUST BE L:�uD EETIAcEN 1'-0"O.C. ENDWALL COLUMNS AND SIDEWALL COLUMNS AND SHOULD REMAIN r BLANKET:,"4SULATION WALL FASTENER IN PLACE'04TIL ALL WALL SHEETS ARE INSTALLED. #12X1 1/4 STHCW G FSE- A•! WALL Fl NEL - OUTSIDE PANEL CLOSURE 3. PLACE THE EAVE SUPPORT FLASHING (FSE-A ...,t1 FSE- 1T) ON THE EAVE STRUT, LEAVING A 1 1/2"OPENING BETWEa. 'i"OUTSIDE FACE OF THE EAVE STRUT,AND THE INSIDE OF THE EAVE!:,UI-,*-*'_"*RT FLASHING. (A 2 X 4 WORKS WELL TO OBTAIN THIS SPACE). THE 1 1/2-OPENING WILL ACCOMMODATE LONGSPAN OR ARCHITECTURAL 11 WALL PANELS. AN OPENING OF 3 1/8- MUST BE MAINTAINED F---W-S:4;DOW V N ELS. SECURE THE EAVE SUPPORT FLASHING WITH M S s X 1 1/4-SELF DRILL FASTENERS LOCATED V-0"O.C. THESE ARE F ERMANENT FASTENERS AND MUST BE INSTALLED. REMOVE ANY S°ACERS USED FROM BEHIND THE EAVE SUPPORT FLASHING. INSTALL EAE CL08L!RE FLASHING (FEC-*) PRIOR TO INSTALLING ROOF PANED. EAVE CLOSURE FLASHING :E HELD IN PLACE BY ROOF FASTENERS AT EAVE. BLANKET INSULATION . 4. INSTALL THE ROOF PANELS ACCOROIN!=TO THE APFR07R>tiE %M&NUAL AVD/OR ERECTION DRAWINGS. REMEN18M THE FANEL OVERHANG DIMENSION IS USUALLY FROM THE FACE OF THE EAVE STRUT AND SHOULD BE MEASURED AS REQUIRED BY THE ER:: ON DRAWING:, r� R. WA.:.1.PANELS AND i:rSU:.,T10N M.+.:NOW BE INSTALLED. SECURE ' THE INSULATION TO THC FACE OF THE EAVE C''R:R AND BASE ANGLE ACCO.MNG TO MANUFACTUrIERS RECOMMENDATaNS. SLIDE THE WALL PANEL BETWEEN THE EAVE S i RUT AND CAVE CLOSURE FLASHItG, PLUMB THE''ANEL AND SECURE WITH '0-8E WALL FASTENERS. TASTE"IERS MUST BE IN;'flLED BELOW THE SAVE TRiij. 6. WSTALL THE PANEL CU)SURES AND SECURE THE EAVE CLOSURE FLASHING TO THE WALL PANELS. SEE INSTRUCTION NO. 5 * SEE INSTRUCTION NO. 5 * SEE INSTRUCTION NO. 6 * * NOS; (STEP 1) (STEP 2) (STEP 3) SHADOW PANEL INSTALLATION SHALL VARY FROM THE DETAILS SHOWN. SEE THE SHADOW PANEL EREC11ON DRAWINGS FOR FASTENER AND FLASHING DETAILS. R y ' SCALE: DATE DIIIATN BY: SPECIAL ERECTION DETAILS RUFAUU .wuv CnCl= BY: ROOF SHEETING PRIOR - 1 EAVE TRIM REVISIONS CKJ THG 11-98 DESIGN APP D BY: TO WALL SHEETING DRAWING RS'J.No. N0. REVISION WE CrD. DATE NO. REVISION MADE CrD. DATE NO. REVISION MADE CrD. DATE ISSUED: 12-1-97 NUMBER SED—1.0 i Release No. RD 1998 "PIGTAIL" MASTIC TO JOIN 'PIGTAIL' MASTIC TO JOIN EXPANSION BACK—UP FLASHING CONTINUOUS SEALING RUN OF CONTINUOUS SEALING RUN OF ROOF TRIM FASTENER(S) FEB-0.3 MASTIC UNDER RAKE FLASHING ROOF TRIM FASTENER(S) MASTIC UNDER RAKE FLASHING � #I 4X 1 SDRF � #14X7/8 SDRF Al.slo. oo—"PIGTAIL"MASTIC TO JOIN CONTINUOUS SEALING RUN OF I I MASTIC UNDER RAKE FLASHING `PIGTAIL" MASTIC TO JOIN I OOSDRF FASTENER(S) �' •• CONTINUOUS SEALING RUN OF ` ROOF TRIM FASTENER(S) MASTIC UNDER RAKE FLASHING I I .. EXPANSION BACK—UP FLASHING FEB 0EXPANSION BACK—UP FLASHING �\•• #14X1 SDRF I I I EXPANSION BACK—UP FLASHING FEB-0.6 i EXPANSION BACK—UP FLASHING FEB-0.4 O L3P do A313 .. I .... I FEB-0.3 I FEB-0.6 O HFP .... TAPE MASTIC ` TAPE MASTIC \ ••...�.. 3/4 TM � ..,;•::.. 3/4 TM •:.� .. TAPE MASTIC � TAP4E�MA"ST'iC ` I I 3/4 TM \ 3/ \ I RAKE FLASHING I •:do � 4. I •:'k ` TRIC-15.2 I � I I I RAKE FLASHING i I TR_S-15.2 TRI-15.2� UNIVERSAL RAKE PUSHING / ♦ " �RAKE 15F�H� / ,. " /:' 1 4'0 URETHANE CAULK / 1 4"6 URETHANE CAULK � / ♦ 1/4•.URETHANE CAULK / ♦ 1�4* URETHANE CAULK /:' GT5 / G1S � / ♦ i/8- BUND RIVET 1/8- BUND RIVET 1/8-BUND RIVET 1/8-BUND RIVET UNIVERSAL RAKE FLASHING FL02 CUSTOM RAKE FLASHING 1 FL02 CUSTOM RAKE FLASHING FL02 CUSTOM RAKE FLASHING FL02 STANDING SEAM do LOC SEAM AA LONG SPAN BA j LOC SEAM GA STANDING SEAM SA HIGH SIDE EAVE FLASHING HIGH SIDE EAVE FLASHING HIGH SIDE EAVE FLASHING THL_-15.2 THC_—15.2 THS_—15.2 4� :•IJP ROOF TRIM FASTENER(S) R 14X 1 sow FASTENER(S) ROOF TRIM FASTENER(S) 14X1 SDRF #14X7/8 SDRF �C # ROOF TRIM FASTENER(S) 14x_SDRF O.C. •1 TAPE MASTIC .. .. .... ..... ..... 3/4 TM �r "PIGTAIL"MASTIC TO JOIN CONTINUOUS SEAUNG RUN OF ...� ... ...... ...... "PIGTAIL" MASTIC TO J01 "PIGTAIL"MASTIC TO JOIN MASTIC UNDER HIGH SIDE EAVE FI AS'IANG �� '''•' CONTINUOUS SEALING RUN OF r CONTINUOUS SEALING RUN OF \ MASTIC UNDER HIGH SIDE EAVE FLASHING MASTIC UNDER HIGH SIDE EAVE FLASHING \ TAPE MASTICTAPE \ _ • I 3/4 TM \ 2 TM MASTIC .*. . \ .t•: TAPE MASTICEXPANSION BACK—UP PUSHING \ 3/4 TM r FEB-0.6 j .... I 1/4-0 URETHANE CAULK I EXPANSION BACK—UP FLASHING EXPANSION BACK—UP F'.ASHING I GTS I FEB-0.11 l y. •:�. FEB-o.8 I 4"4 URETHANE CAUU( •. 1/8-BUND RIVET GTS I ,�.. :::.•.. I�r ♦ 1/8- BUND RIVET V ..�.. /8 1 4.0 URETHANE CAULK 1 ' BUND RIVET I i ♦ ♦ GTS HIGH SIDE EAVE FLASH:NG FLO3 HIGH SIDE EAVE FLASHING FL03 I HIGH SIDE EAVE FLASHING FL03 VALLEY GUTTER FLASHING FL07 LONG SPAN BA j LOC SEAM GA STANDING SEAM SA LONG SPAN. STANDING SEAM do LOC SEAM AA OOF TRIM FASTENER(S) g� 14X—.SORF ROOF TRIM FASTENER _ S) ' ROOF TO WALL FLASHING N=: #14X—SDRF FRW 1.ALL ROOF FLASHING LAPS SHALL BE SEALED WITH 3/4 X 3/16 TAPE MASTIC AND REINFORCED UPPER RQOF FLASHING TAPE MASTIC USING BACKUP FLASHING FEB—_(SEE DETAIL RC35AAA). 1/4'6 BUM CAULK I PIECE 'B 3/4 TM 2.ALL FLASHING LAPS SHALL BE TWO INCHES EXCEPT CORNER FLASHING LAPS WHICH SHALL SSCK-1 •,k I I I BE ONE INCH. 1 LOWER R F FLASHING 3. VALLEY GUTTER LAPS SHALL BE SEALED WITH 2 X 3/16 TAPE MASTIC AND SHALL BE STITCHED ` EXPANSION BACK—UP FLASHING 1 PIECE 'A� WITH #14 ROOF FASTENERS TWO INCHES ON CENTER. C:JANTITY WILL VARY WITH GUTTER SIZE. FEB-0.3 I 1/8" BUND RIVET USE THE FOLLOWING AS A GUI.Dr;FLASHINGS THAT ARE 1/4"f BUM CAULK I 4. FOR FLASHING LAPS NOT.�HO�"N. �. SSCK _1 EXPOSED TO ROOF CONDITIONS, USE J14 ROOF FASTENERS THP.EE INCHES ON CENTER.ALL _ ` I OTHER CONDITIONS USE 1/8 INCH BUND RIVETS THREE INCHES ON CENTER. ROOF TRIM FASTENER(S) #14X_ SORF • BACKUP FLASHING ��```ti• I 1/8' BUND RIVET FEB 1 \ 2' 1 EXPANSION BACK—UP FLASHINGIN 1 FEB-0.6 • 'PIGTAIL MASTIC TO JOIN HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE "B" OVER ROOF TO WALL FLASHING CONTINUOUS SEALING RUN OPIGTAIL MASTIC TO JOIN •:, PIECE 'A'. PRE—DRILL THE REQUIRED NUMBER OF 1 4"I HOLES THROUGH BOTH PIECES OF F MASTIC UNDER TRW-15.2 CONTINUOUS SEALING RUN OF ••''•• ROOF FLASHING BUT NOT BACKUP FLASHING. SLIDE PIECE 08' BACK AND APPLY TAPE MASTIC ROOF TO WALL FLASHING MASTIC UNDER ROOF TO WALL FLASHING AND BACKUP FLASHING ON PIECE "e AS SHOWN. LAP PIECE Wall OVER PIECE A' BEING TAPE MASTIC TAPE MASTIC CAREFUL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG ROOF UNIVERSAL ROOF TO.WALL FLASHING 3/4 TM FL05 ROOF TO WALL FLASHING 3/4 TM FL04 SECTION THROUGH ROOF FLASHING LAP RC35A FLASHING LAP GENERAL NOTES FLOG AT RAKE CONDITION AA AT HIGHSIDE CONDITION AA j AA LONG SPAN. STANDING SEAM do LOC SEAM AA NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK-0 DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE EUFAUI A ALABAMA STATUS FL04M de RC35AM OMITTED FL02A8 ADDED FL028A FOR CONSTRUCTION DRAWN Or THG 12-1-97 STANDARD D FLASH!N G LAPS 4 GENERAL--REVISIONS MCS DWL 3-1-01 3 ADDED DETAIL RC35AAA TAC THG 6-00 [ FOR PERMIT ONLY CHK'0 8Y: JKC AMERICAN BUILDINGS COMPANY 2 OMITTED DELUXE EAVE FLASHING DETAIL TAC THG 3-00 [) FOR PRELIMINARY DSGN APP BY: DRAWING, REV.NO. 5 REV FL02AA, FL02GA, FL02SA, FL038A. FL07AA, FL05AA. TAC THG 8-17-01 1 UNIVERSAL RAKE. EAVE TRIM REVISIONS TBG THG 11-98 RELEASE NO.TIR.05.2001 CAD BY: NUMBER' S FL— 5 DELUXE EAVE FLASHING GUS TGF- N. BACK GUTTER TGT1 At I III 2 V' � 11 II �I iI � II iII •I I � I �'I I I 'I � ��•I I I � 1/4-0 URETHANE CAULK I III i I III 'I GTS I \ 1/8" BUND RIVET 8" BUND RIVET 14 1 1 �` ( MAY VARY I I `�\ WITH ROOF PITCH) `� i 1/8- BUD RIVET I 1/4-0 URETHANE CAULK an 1/4 0 URETHANE CAULK GTS POST HUNG DELUXE EAVE FLASHING FLO1 STANDARD GUTTER FI-09 FLANGE BACK GUTTER FL10 STANDARD FLASHING LAP AA LONG SPAN, STANDING SEAM do LOC SEAM AA LONG SPAN. STANDING SEAM do LOC SEAM AA CORNER FLASHING CORNER FLASHING FCR—LENGTH FCRA2—LENGTH 1� 0000 10 F00 4c y / i `` �\ 4L *11%�\<A *vii .00 400000 400� owi i Noo OUTSIDE CORNER FLASHING FL08 OUTSIDE CORNER FLASHING FI-08 LONG SPAN WALLS AB ARCHITECTURAL wAus AC NOTES: 1. ALL ROOF FLASHING LAPS SHALL BE SEALED WITH 3/4 X 3/16 TAPE MASTIC AND REINFORCED USING BACKUP FLASHING FEB-- (SEE DETAIL RC35MA). 2.ALL FLASHING LAPS SHALL BE TWO INCHES EXCEPT CORNER FLASHING LAPS WHICH SHALL BE ONE INCH. 3. VALLEY GUTTER LAPS SHALL BE SEALED WITH 2 X 3/16 TAPE MASTIC AND SHALL BE STITCHED WITH #14 ROOF FASTENERS TWO INCHES ON CENTER. QUANTITYWILL VARY WITH GUTTER SIZE. 4. FOR FLASHING LAPS NOT SHOWN, USE THE FOLLOWING AS A GUIDE; FLASHINGS THAT ARE EXPOSED TO ROOF CONDITIONS, USE #14 ROOF FASTENERS THREE INCHES ON CENTER. ALL OTHER CONDITIONS USE 1/8 INCH BUND RIVETS THREE INCHES ON CEN i ER. FLASHING LAP GENERAL NOTES FI-06 LONG SPAN, STANDING SEAM do LOC SEAM AA NO. REVISIONS . MADE CK$D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE EUFAULA ALABAMA - *� FOR CONSTRUCTION_ QRAWN BY: TAC 3-1-01 FOR APPROVAL STANDARD FLASHING LAPS CHK'D 8Y: . [] [ FOR PERMIT ONLY AMERICAN BUILDINGS COMPANY FOR PRELIMINARY OSGN/App BY; DRAWING. REV.NO. 1 REVISED FL09M dt I'LlOAA YML THG 11-6-01 RELEASE N0.TIR.08.2001 CAD BY: NUMBERSFL--2.0 1 _ PURLIN PURUN PURUN ANGLE I I I ) (2) #12 STRUCTURAL FASTENERS (L2"x2"xt/8"x3" PURUN (FIELD DRILL HOLES AT LEACH LONG) I PIPE i I PIPE 1 PSE I PIPE 3/4' Max. 3/4» max' ANGLE LOCATION) 1.90 1.905 cm PURUN Max.a (2) #12 STRUCTURAL FASTENERS "'°X• , €Pumm ANGLE-` OR (2) 1/4"0 BOLTS CLAMP (2) AOR STRUCTURAL FASTENERS TYP. i -A- (L.2"x2 x 1/8 x6 LONG) (FIELD GRILL HOLES AT EACH (FIELD GRILL HOLES AT EACH 1/8 !' ' ANGLE LOCATION) ANGLE LOCATION) PURUN e ANGLE 3/8"0 ROD HANGER €PURUN (1.2"x2"x1/8"x6" LONG) 3/80/ ROD HANGER €PURUN 7/16-0 HOLE 1 ! 1 -B- 1 1 (FIELD DRILL) ANGLE q PURUN (L3"x3 x3/1 ON LENGTH) SPRINKLER —• _-- '----- ----- ----- SUPPORT PIPE gyp;U.N.) PIPE • MAY BE OMITTED WITH NOTE: * MAY BE OMITTED WITH 3/8"0 ROD HANGER "B PURUN HANGER LOADS 50 LBS. PURUN UP MUST NOT SPRINKLER HANGER LOADS 50 LBS. 1/2 1/4 1/4 " t/4 1/4 t/2 NOTE: SPRINKLER OR LESS. BE DISTORTED. PIPE OR LESS. SAY 8AY BAY 1/2 BAY BAY Y BAY » PURLINS MUST NOT PIPE SECTION "B—B" BE SECTION "A—A" BAY SPACING SAY SPACING BAY SPACING SECTION "A—A" fRIIME mm FRAME SPRINKLER PIPE HANGER DETAIL AT PURLINS SH01 ALTERNATE SPRINKLER PIPE HANGER DETAIL AT PURLINSSH02 SPRINKLER PIPE HANGER DETAIL BETWEEN PURLINS SH03 TYPICAL SPRINKLER PIPE LAYOUT SH04 AA AA AA AA EQUIVALENT COLLATERAL LOAD FOR PIPE SUPPORTS 20'SAYS 25'BAYS 30'SAYS POINT LAAO AT HANGER PS'TDE MIT. / MlT. #EFMlT. PIPE +250 PSE +P PE PIPE +2 05� PIPE +250 SIZE 6" 18.97 31.5 8 11 6 8 5 6 315 565 5" 14.62 23.3 6 9 4 7 3 5 233 483 4" 10.79 16.3 4 7 3 6 2 5 163 413 3 112* 9.11 13.4 4 7 2 5 2 4 134 384 3 7.58 10.8 3 6 2 5 2 4 108 358 2 1120 5.79 7.9 2 6 1 5 1 4 79 329 2 3.65 5.1 1 5 1 4 1 3 51 301 1 1/2- 2.72 3.6 1 5 1 4 1 3 36 286 • 1 1�4" 2.27 2.9 1 5 1 4 1 3 29 279 1 1.68 2.1 1 5 1 4 1 3 21 271 NOTES: 1. PIPE MANGERS ASSUIAED AT 10'SPACINGS LOCATED PER TYPICAL PIPE LAYOUT AS SHOWN IN DETAIL SH04//u�l 2. FOR PIPE SUPPORTED AT 5'WMtW S.VALUES ABOVE MAY BE HALVED. 3. PURLIN SPACE ASSUMED TO BE W ON CENTERS. 4. SP10AL CONSIDERATION SHOULD SE MADE WHEN ALL BAYS ARE NOT UNIFORMLY LOADED. S. 2 L�QAD IS REQUIRED BY USC TO SE APPLIED TO ANY ONE SINGLE SUPPORT IN ADDITION To PIPE L+DADS. LOADS FOR SPRINKLER PIPE SUPPORTS SH05 AA PURUN PURUN PURUN L PURUN iiiiiiiiiii,ililljlllllll 111111110"- — - CLAMP WITH CLAMP WITHOUT CLAMP WITHOUT BENTUP OF PUR N CLAMP WITHOUT REINFORCING GL.E REINFORCING AN REINFORCING ANG REINFORCING AN SPRINKESPRINKLER SPRIN " PIPE PEN PIPE PIPE ► NOT ALLOWED NOT AL L OMM NOT ALLOWED NOT ALLOWED SPRINKLER PIPE "NOT ALLOWED DETAIL" SH061 SPRINKLER PIPE "NOT ALLOWED DETAIL" SH064 SPRINKLER PIPE "NOT ALLOWED DETAIL" SH071 SPRINKLER PIPE "NOT ALLOWED DETAIL" H07A CLAMP WITHOUT REINFORCING ANGLE AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURUN UP AA CLAMP WITHOUT REINFORCING ANGLE AND BENDING UP OF PURUN AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURUN UP AA SCALE: ]112-1-97 - DUTN BY: RECOMMENDED SPRINKLER SAMA AtABAU - N:BECmD BY: - PIPE HANGER DETAILS DESIGN APP'D BY: REV.NO. 1 REIGNED'SPECIFIC HANGER INFO TAC THG 10-00 DRAWING SPH-1.0 1 NO. REVISION MADE CB'D. DATE N0. REVISION 1LADE CB'D. DATE N0. REVISION YADS CIM DATE ��: NUMBER Blease No. TlR.04.2000 USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER DSA TO 2 x 6 THAT WALL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN PANEL BUNDLES WILL PROVIDE ADDITIONAL NR CIRCULATION. COVER PURUNS TFALLM HE m" p rp T}p�eENWE THE AREA BENEATH PANELS WITH POLYETHYLENE OR A TARPAULIN TO THE�' �sNoua rrEAlt 2~�� PREVENT DIRT AND DEBRIS FROM ENTERING FEMALE SEAM. SQUARE W000 BLOCKING o APPRON�D NARO ' SAFELY PREI"I UTON . 7 19 1 MAINTAIN A CLEAN NO OWING of4mmy wo�c Al RIGID FRAME 20 NOTCH 20 NOTCH RIGID FRAME �pQ PURUN SPACING Q� PURUN SPACING + 2' sAFL:tY PImcALnICN MY UL L N CLEAR OF ALL LOADS McNa mom By MY rtm of L!"M DEICE.KW NMOS AND FEET CLEAR OF MIaMNa�� STRAIGHT PURUNS ARE A NECESSITY. ZEE SECTIONS HAVE A NATURAL TENDENCY TO ROLL OUT OF PLANE AND DEFLECT HORIZONTALLY. THIS MUST BE CORRECTED BY FORCING THE PURUNS TMPD CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD INTO PROPER PLANE AND SPACING. WOOD BLACKING IS RECOMMENDED AS ONE METHOD TO SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS THAT ACCOMPANIED WOOD BLOCKING ACCOMPLISH THIS. THE BUILDING TO DETERMINE THE PURUN SIZE AND SPACINGS. • PANEL BUNDLE BEFORE SHEETING BEGINS IN ANY BAY, PLACE BLOCKING IN THAT BAY ACROSS THE FULL WIDTH OF POLYETHYLENE OR TARPAULIN THE FIRST STEP IN THE SUCCESSFUL INSTM.LATION OF THE ROOF OR WALLS IS TO HAVE THE THE BUILDING. AT LEAST ONE ROW IN THE CENTER OF THE BAY SHOULD ALWAYS BE USED. USE y PRIMARY FRAMING PLUMB AND SQUARE.FOR BEST RESULTS, R IS RECOMMENDED THAT A TRANSIT ADDITIONAL ROWS OF BLOCKING IF NEEDED TO MAINTAIN STRAIGHT PURUNS.ALLOWING THE PURUN BE USED WHEN ERECTING THE STRUCTURAL BEFELL TO ROTATE OR SWEEP OUT OF PLANE COULD PREVENT THE ROOF PANEL FROM PROPERLY ATTACHING TO THE PURUNS AND HAS THE EFFECT OF LOWERING THE LOAD BEARING CAPACITY OF THESE ROLLED PURUNS LEADING TO POTENTIAL PURUN FAILURE UNDER MAXIMUM DESIGN LOADS. PANEL STORAGE RC51 BUILDING ALIGNMENT GE01 PURLIN BLOCKING GE02 STANDING SEAM SA I I AA I I AA S3PC-2 N/MW IL= AMERICANS STANDING SEAM 360 PANEL ROOF SYSTEM HAS UNIQUE SIDELAP SEAMS ROOF PANEL BUNDLE SPREADER BAR (LOCATE OVER RIGID FRAME) WHICH ENGAGE THE ADJACENT PANEL TO FORM A TIGHT PENETRATION FREE CONNECTION. S3PC-1 w/b TtEAIiIII.3= CUP FASTENER ROOF FASTENER THE PANEL IS ATTACHED TO THE SUPPORT FRAMING BY A SPECIAL STANDING SEAM 360 12X1 1/4 SOHH 14X1 SDRF OR PANE,CUP WHICH IS INTERLOCKED WITHIN THE SEAM AND FASTENED TO THE PURUN ERECTION NOTES: Y _ 4 OR SDMKra MAY PE 14X1 SDHHW WITH Ste-DRILLING FASTENERS. THE PROPER INSTALLATION OF THE PANEL WILL REQUIRE sM Pf Sw THE CLEAR OF LOOM ___- --- App�,A�� 9M.JOLT 4r TOOLS SPECIALLY DESIGNED FOR THIS PURPOSE. 1. ALL AREAS WHERE MASTIC IS TO BE APPUED SHOULD BE WIPED CLEAN WITH A MILD am MOM sY Jun WE LFTM -- DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL IWIACE N ET B C M ILLUSTRATED BELOW ARE THE TOOLS USED ON A STANDING SEAM 360 ROOF PANEL SYSTEM. INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. w w f W 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE DETAIL A a BE USED TO SECURE THE INSULATION M THE EAVE. AMERICAN BUILDINGS COMPANY RIGS FRAME PURUNS (TO PREVENT PURUNS ,� r�`•��`�``�`® � Fat IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. PACKAGE FROM ROLLING OVER �r�`0 3. 00 NOT USE THE DIMPLES IN THE ENO OF THE PANELS TO LOCATE FASTENERS AT UNDER WEIGHT OF ��.•�` o SEAM CLOSURE THERMAL BLOCK THE EAVE. DIMPLES ARE FOR THE FASTENERS AT THE PANEL ENDLAPS ONLY. PANEL PACKAGE.) ��```� SC-0 `� �-1 4.ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST PURUN STANDING SEAM 360 PANEL CLP WEATHER 1IGHT CONNECTION. 5. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER F �� wAw EZ CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. DErTHESE METHOOS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY TO FACILITATE THE HANDLING OF THE ROOF PANELS. PANEL BUNDLES CAN BE LIFTED STANDING SEAM 360 HAND/EAVE SEAM7t WARRANTIES. USE DOUBLE CUT SH:ARS, NIEBLFRS OR OTHER CUTTING DEVICES AND PLACED ON THE ROOF IF LOCATED AT A RIGID FRAME AND WITH BLOCKING IN PLACE TO <. > '050 PREVENT THE PURUNS FROM ROLLING OVER. DO NOT SLIDE BUNDLED PANELS ALONG RJ.rF WHICH DD NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. FRAMING. WHEN LIFTING BUNDLED SHEETS. MAKE CERTAIN THAT THE BUNDLE N ADEQUATELY cSTANDING SUPPORTED. PANELS LESS.THAN 20' IN LENGTH CAN NORMALLY BE UFTED WITH A FORKLIFT; STANDING SEAM LAP STIFFENER �ETe HOWEVER WHEN LIFTING PANLLS IN EXCESS OF 20 IT IS RECOMMENDED THAT A SPREADER SsMC_I - BAR AND SLINGS BE USED. AS A RULE WHEN LIFTING, NO MORE THAN 1/3 OF THE LENGTH SSLS-1 OF THE PANEL SHOULD BE LEFT UNSUPPORTED. STM W SEAM PMEEIS N GWAI ARE=01 FOR TIER lENOENN.'Y TO RIAIIBLE " REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS ANO STAGE IN HIGH tIm E Imus ION a NOT USED.STMnING SEAM I AND 360 ARE NO WFER ff. �WFM MOM WHO BUNDLES ACCORDINGLY. TKIS WILL MINIMIZE PANEL HANDLING AND SPEED THE ERECTION t4N0ER NO CRCtAOM M SHOULD STMNONG SEAN I OR 360 BE t=WITHOUT B1MII�T HAMMM�,s STANDING SFW 360 PANEL GAUGE STANDING SEAM 360 PANEL SEAMER PROCEDURE. NStAJMM M1KM THE PANEL AND THE PtXJNN/BAR JOIST. - - PANEL STORAGE ON ROOF RC54 BASIC PARTS AND PIECES RC61 STANDING SEAM 360 TOOLS ETA' C6?_ ERECTION NOTES. — STAND!NG SEAM RC91 AA STANDING SEAM 360 TA SA NOTE:PANELS ARE DIMPLED AT BOTH N� AW IF�D��F� E I TS SNYGM Ae SAFETY NOTES: SEP ON W OF ENDS. DIMPLES ARE USED FOR ORI t N NGL IrI E EA H NG MU AIrORI M BUILDINGS COMPANY STRONGLY RECOMMENDS TI1AT SAFE�:'ORIQNG CONDITIONS AND ACCIDENT w Sim ON FASTENS LOCATIONS AT THE BEgN AT THE ENOWALL INDICATED ON TH BUILDING ERECTION DRAWINGS. P�y�P� BE THE TOP PRIORITY ON ANY JOB SITE. RAT ONLY. SID__ LISTASAFETY AND HEALTH STANDARDS SN4UlG ALWAYS 8E FOLLOWED TO HELP INSURE WORKER ��• ware S3R MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRWJCIINE WAY CF ERECTING A SHEETING DIRECTION BULGING.EMERGENCY TELEPHONE NUMBERS.LOCATIONS OF FIRST AD STATIONS AND EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DALY MEETINGS HIG umf FETY NNG SAPROCEDURES.THE USE OF HARD LATS RUBBER SOLE SHOES P . FOR ROOF WORK,PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY METS MERE POSSIBLE STANDING SEAM 360 PANEL IDENTIFICATION MARK NUMBER ARE ERECTION PRACTICES. MALE EDGE DETAIL'Aw DETAIL "B' FEMALE EDGE EXAMPLE - OZ� � w qOF RIDGE ENOWALL WITH ANBUILDINGS N TENT CONSITENT INTENDS THAT THESESAFDRAETYWINGS PRACTIC�ES�RPRETED i.'�ADMINISTERED STANDING SEAM 360 ROOF PANEL 308-Ow IN LENGTH DETAIL"A � 24 GAGE RK;fiT SLOE LOCATION ALL SAFETY PRECAUTIONS.OSHA SAFELY REQUIREMENTS.OR ANY OTHER APPROPRIATE SAFELY NOTCHED SIGHTTAN SI SEAM 360 S3P Tn REQUIREMENTS.CUSTOMARY OR STATUTORY.MUST BE ADHERED .TO INSURE MAXIMUM WORKER END STM. F OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS,NAPE THEM OFF • RIDGEIMMEDIATELY TO PREVENT SUPPING OR FALLING.S& YOU SHOULD MAINTAIN A FIRM.SAFE POSITION WHEN USING ANY TOOL. �3P �3LB THE STANDING SEAM 360 PANELS MAY BE DELIVERED WITH THREE DIFFERENT MARKING PREFIXES. _ PANELS MARKED AS S3P WILL BE VOID OF ANY NOTCHES IN THE SEAM AND WILL BE THE RIDGE YOU SHOULD MAINTAIN A CONSTANT-AWARENESS OF YOUR LOCATION N RELATION TO THE ROOF EDGE PANEL OF ANY SINGLE OR MULTI-PANEL RUN: PANELS MARKED S&MIO S3R WILL BE NOTCHED SIDEWALL WHEN USING TOOLS AND MACHINES OR PERFORMING ANY ETHER FUNCTION ON THE ROOF AREA. EAVE FOR PANEL ENDLAPS ON THE UPPER END.AND WILL BE THE EAVE PANEL OR THE INTERMEDIATE - DO NOT UNDER ANY CIRCUMSTANCES STEP OR WICK ON THE SURFACE OF ANY FIBERGLASS SKYL.KANT. PANEL OF MULTI-PANEL-RUNS, AND WILL BE LOCATED ON THE LEFT AND RIGHT SIDE OF THE F MN. S QVOUIPSN�. IF�T TRAFFIC BSARY OVER SKYLIGHT. USE WALK BOARDS THAT ARE PROPERLY SUPPORTED EDGE BUILDING PURUNS. RIDGE RESPECTIVELY. S C N PWEt L N I u TTHHEE TYPES OF STANDING SEAM PANELS PANEL MARKING AND NOTCHING R-C-6-31 DIRECTION OF ROOF PANEL ERECTION RC64 SAFETY COMMITMENT GE70 S3R - NOTCHED FOR PANEL LAP. LOCATED ON RIGHT SIDE OF RIDGE S&- NOTCHED FOR PANEL LAP, LOCATED ON LEFT SIDE OF RIDGE STANDING SEAM 360 TA STANDING SEAM 360 TA S3P - UNNOTCHED. LOCATED ON EITHER SIDE OF RIDGE NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SU .A STATUS SCALE:. NONE DATE EUFAUIALABAMA [*I FOR FOR APPROVAL CTION DRAWN BY: THG 12-1-97 STANDING SEAM 360 ROOT PANEL 3 GENERAL. REVISIONS MCS OWL 3-1-01 [] FOR PERMIT ONLY CHK'D BY: BuGENERAL ER cCTI 0 N AMERICAN BUILDINGS COMPANY 2 REMOVED RC64SA ADDED RC64TA TAC THG 6-00 [] FOR PRELIMINARY DSGN APP BY: DRAWING. REV.NO. 1 REVISED RC61TA TAC THG 10-99 RELEASE NO.TIR.02.2001 CAO BY: NUMBER' SS3— .0 3 114 s�En STANDING SEAM 360 PANEL CUP PURLINS msuuam He mo es WAFANG VE SUPPORT INSULA cli sooty P�am TAPE MASTIC FLASHING O O SAVE STRUT/4 TMrapiA �•amnx�aSTRUCTURAL FASTENER (NOTE MASTIC LOCATION) 0 waor oN tt� EAVE TRIP AM EAVE CLOSURE BLE FLASHN GAANGLE NWALL.PANELS OMITTED TAPE MASTIC WALL FASTENER i 1 FOR CLAM. I I STANDING SEAM 360 PANEL STRING UNE PURUN PANEL CUP . WALL FASTENER I INSTALLATION OF THE FIRST PANEL BEGINS BY FASTENING PANEL CUPS AT EACH PURLN EAVE CLOSURE FLASHING EXCLUDING,THE EAVE ALONG THE RACE. SAVE SUPPORT STRUCTURAL FASTENERS I BEFORE ATTACHMENT. BE SUAE SLIDING PORTION FLASHING OF CUP IS CENTERED ON THE CUP BASE . ESTABLISH / STRING UNE A STRAIGHT UNE BY PULLING A STRING OR THIN WALL PANEL WIRE FROM THE EAVE STRUT TO THE RIDGE ALONG WALL FASTENER THE OUTSIDE EDGE OF THE GABLE ANGLE ON BOTH 4 r ES OF THE BUILDING.THE UNE 94OULD BE AS a CLOSE TO THE EDGE OF THE BUILDING AS INSULATION FOR OMITTED OUTSIDE CLOSURE POSSIEAVE STRUT THE GABLE ANGLE. MEASUREWITHOUT THEOVERHANGING DISTANCE THE EDGE OF PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL.THE SCEWALL AND ENDWALL SHEETING THE STRING UNE FROM CENTERLINE OF THE FRAME SHOULD HAVE BEEN COMPLETED AND THE ROOF INMU11ON STARTED. START A LINE OF DI BOTH SIDES U THE RIDGE TO VERIFY EQUAL GABLE ANGLE WAIL PANEL .11/40 X 3/100 TAPE MASTIC DOWN THE EAVES AS SHOWN ABOVE. LEAVE THE PAPER BACKING DISTANCES. SET CUPS FLUSH TO THE STRING UNE AND (ARCH.WALL PANEL OTHE TAPE UNTIL THE ROOF PANEL IS READY TO BE SECURED. INSTALL CUP MAKING CERTAIN THE SLIDING TAB IS CEN FRED BEFORE ATTACHING OF HAVING TO SM41 WITH TWO FASTENERS.THE IMPORTANCE SHOWN. OTHERS - CUP TO THE PURUN. OF HAVING A STRAIGHT AND SQUARE FIRST PANEL RUN MUST STRUT R T BEE POVVERLO KED AS IT WILL DETERMINE THE COURSE OF SIMILAR) EAVE MASTIC AND INSULATION APPLICATION AT EAVE EA28 PANEL CLIP INSTALLATION RC 1781 CLIP INSTALLATION ALONG CUSTOM RAKE RC1O OUTSIDE CLOSURE WITHOUT THERMAL SPACERS AB STANDING SEAM 360 PANEL Tq STANDING SEAM ESA NOTE : REVIEW EAVE TRIM DETAILS STANDING SEAM 360 PANEL STANDING SEAM 360 PANEL 6'MINIMUM 3' IF FLANGE BACK GUTTER IS TO BE SLIP ANGLE P USED AS THIS OPTION CHANGES THE BPERUTYL CAULK 1 LOCATION OF THE MASTIC. 6'UP MALE RIB LOCATION SSCK-1 INSULA CL-21 ROOF TRIM FASTENERS) (M.) ' (SEE DETAIL EA26 14X1 BUM CAULK SA�EfY NlOCNl110N • -- 6 UP MALE RIB oo WT sr�ON t�ts� • ------------- SSCK 1 w�nM�,PuuY s®anteo • RAKE SUPPORT RAKE SUPPORT ANGLE ANGLE RSA-1 • STANDING SEAM PANEL oo� 000,10 . • •• PURLIN GABLE ANGLE CABLE ANGLE GA-1 SUP ANGLE CUP ENDWALL RAFTER _ ROOF TRIM FASTENER (TYP.) •` • T�MASTIC + ` �INSULATIONOKSUP IN CUP (HCl-21)OVER VERTICAL LEGE SUPPORT ANGLE (RSA-1) OF RAKE SUPPORT ANGLE WITH RAKE GABLE 114 X 1 AND ATTACH SLIP ANGLE CUA'TO GABLE ANGLE AT EACH PURLN LOCATION AS SHOWN. �� FLASHING SUPPORT PRE-PLAN STARTING AND FINISHING PANEL CUTS SO THAT A 6 MINIMUM PANEL FLAT LS EAVE CLOSURE FLASHING FIAASHING SAVE STRUTON ACHIEVED TO ALLOW PROPER INSTALLATION OF RAKE TRIM. UNLESS NOTED DIFFERENTLY EAVE STRUT PURUN ON THE BUILDING ERECTION DRAWINGS. EXTEND THE LOWER END 3' PAST TME BACK SIDE OF THE EAVE STRUT ; 16 NOTE: INSTALLING LAP ROOF�M FASTENER(S) ROOF TRIM FASTENER TYP. T 2"('TYP• 2"(TYP•) PRIOR TO "�� #14X1 t FASTENERS, PANELS MUST SEE RC07/SA I T BE SEAMED TOGETHER- / UPPER PANEL 1 ALL AREAS ON ALUMINUM COATED PANELS THAT REQUIRE MASTIC SHOULD BE WIPED CLEAN TT TAPE MASTIC PAD STANDING SEAM 360 PANEL I WITH A MILD ALL PURPOSE DETERGENT CLEANER BEFORE MASTIC APPLICATION. ' N N � 1 1/2 TP I I WHEN ENDLAPS ARE REQUIRED THE UPPER 6 INCHES OF THE LOWER PANEL SEAMS ARE NOTCHED TO ACCEPT THE UPPER PANEL THIS LAP WILL OCCUR APPROXIMATELY 12 INCHES I ABOVE A PURUN. PRIOR TO SETTING THE UPPER PANEL INSTALL THE LAP STIFFENER 3 4 3/41 1 F PANEL t - PRECUT LENGTH OF SPECIAL 1 1/2"X 1/8 LOWER PANEL CAULK END 0 SSLS 1 AS SHOWN ABOVE.THEN PLACE oil SEAM 6' BUTYL CAULK STANDING SEAM LAP MASTIC ACROSS THE WIDTH OF THE PANEL BEGINNING AN ENDING S b" SSCK-1 AT THE VERTICAL.SEAMS.APPLY SSCK-1 BUTYL LAP CAULK)TO INNER FACE OF 1 BOTH MALE AND FEMALE SEAMS, MAKING SURE THAT BACK EDGE OF MALE NOTCH IS PART"A"(1/8" PLATE) PART "B"(1/8'PLATE) LAP STIFFENER STANDING SEAM 360 CU COVERED. INSTALL THE UPPER PANEL WITH ITS LOWER EDGE FLUSH TO THE BACK SIDE SSLS-1 CAULK END OF PANEL OF THE NOTCH IN THE LOWER PANEL SECURE THE LAP WITH #14 X 1" ROOF FASTENERS DIMPLE SEAM 6' INSTALLED AT THE PRE-DIMPLED LOCATIONS. PANEL CUP STANDING SEAM 360 PANEL LAP STIFFENER SSLS-1 PART STRUCTURAL FASTENER BUTYL CAULK INSULATION SSCK-1 VIM STEP ON Pmas UON M Or PA PURUN 00 NOR STET NEL. �►�sTEr ON ttAT OT NTR Pular SE7CURED 8R DUCKBILL VISE GRIPS S1ffmL DD N svw OT STEP ON W& ( WTTN FASTDrEt�. CO N SULLY SET mm WTM rmrElmm PART 080 M CAULK END OF PANEL SEAM 6" PANEL LAP DETAIL RC07 SPECIAL SEAM LOCKING VISE GRIPS RD11 ROOF A P RC06 EAVE TAPE MASTIC PAD STANDING SEAM 360 TA STANDING SEAM 360 TA STANDING SEAM SA 1 1/2 TP NOTE: BEFORE ANY MASTIC IS APPLIED, CLEAN PANEL STANDING SEAM OUTSIDE LOCKING CLAMPS WITH SURFACE OF ANY DIRT AND OIL METAL CLOSURE SSMC-0 1 2'SQUARE BAR UPPER STANDING SEAM PANEL (4"LANG)WELDED TO TOP AND BOTTOM EDGE OF RIDGE STANDING SEAM TON MASTIC FLASHING SEM CLOSURE CURE METAL CONTINUOUS SSMC-0 3/4 TM ' SEAM CLOSURE SC-0 1' • 8R DUCKBILL VISE GRIPS • • • 1 • BUTYL.CAULK SSCK-1 STANDING SEAM 380 PANEL Bim,CAULK SSCK-1 USE THE RIDGE COVER FISHING AS A GUIDE TO DETERMINE CORRECT LOWER STANDING SEAM PANEL LOCATION OF SEAM CLOSURE. TAPE MASTIC STEP 4.APPLY BUTYL CAULK UNDER AND WHERE 3/4 TtrlTMppM EDGE C�ONTTME SWIT'H�E PNVEL REPT WITH ADO�NAL CLOSURES CLAMP MALE RIBS AT ENDLAP PRIOR TO INSTALLING FASTENERS POSITION VISE GRIPS AS SHOWN AND SQUEEZE HANDLES TOGETHER TO SEAM PANEL �, INSTALL CAULK ON BOTH �Z. INSTALL P 4 X 316 TAPE MASTIC STEP 3. INSTALL METAL CLOSURE FLUSH FOR FULL LENGTH OF FLASHING SIDES OF SEAM AS SHOWN ABOVE PANEL NEL T AND OVER RIB WITH EDGE OF71C. SECURE INSTALLATION. COMPLETE THE THIS TOOL.IS TO BE USED AT FEMALE LEG AT ENDLAP DURING PANEL LAP POSITION SEAM CLOSURE AND CLOSURE. KEEP RUN OF MASTIC IN PLACE WITH X1ROOF IN ALLATION 8Y RUNNING 3 4 X ON VISE GRIPS AS SHOWN BEFORE INSTALLING ANY FASTENERS). OVER CAULKED SEAM AND INTACT FOR PLACEMENT ON NEXT FFASTE ERS IN PUNCHED 3/6 TAPE MASTIC CONTINUOUS ALONG INSTALLATION (POSTAI PRESS 1[IRMLY IN PLACE. SET PANEL TOP EDGE OF CLOSURE ASSEMBLY. CLAMPING DETAIL AT ENDLAP RC66 SPECIAL SEAM LOCKING VISE GRIPS RD1 lAl SEAM CLOSURE AND OUTSIDE METAL CLOSURE INSTALLATION RC34 STANDING SEAM 360 TA STANDING SEAM 360 TA STANDING SEAM SA PIECE "B' TAPE MASTIC 3' 6' 8' 30 / RIDGE FLASHING ROOF TRIM FASTENERS) FLASHING rt UPPER RIDGE FLASHING ROOF TRIM FASTENER(S) #14X1 SORE R ROOF TRIM FASTENER(S) PER CLOSURE TAPE MASTIC 4 PER CLOS 14X1 T #14X LOWER RIDGE FLASHING NTUOUS I V4 TM BACKUP FLASHING FEB-0.9 O SSP O LSP 1" TAPE MASTIC CONTINUOUS TAPE MASTIC CONTINUOUS RIDGE FLASHING OR STANDING SEAM METAL FEB-01 O LOC PIECE "A" 3/4 TM HIGHSIDE EAVE FLASHING CLOSURE SSMC-0 TAPE MASTS SEE DETAILS RC34/SA CONTINUOUS CLOSURE ROOF TRIM AND RC35/SA I 3/4 , 2" STANDING�S�OUTSIDE SSMC-0 FASTENERS) #14X1 RIDGE SUPPORT FLASHING TAPE MASTIC 3' 3' 3' 1~ 1" 3" 3" SEAM CLOSURE STANDING SEAM ROOF TRIM FASTENERS TNG SEAM PEEL-CUP 14X1 PANEL N I� 3AB± MASTIC CONTiNUOU STANDI•GG SEAM / ' 3' 6' a 3' " ROOF TRIM FASTENERS) ' 6 ,MOMINAL 14X1 STANDING SEAM LOC SEAM T E MASTIC CONTINUOUS AND LONGSPAN (TYP. BOTH SIDES) (6) ROOF TRIM FASTENER(S) �DETAx.aC34/SI1 Fort INSTKtATtoN piST'aUCT10NS tat'C-•0 Arm SSML-0. 3 4 TM PURUN tt (TYP. BOTH SIDES) 14X1 �DETAL Rcss/A*FOR raoaE tVsrMNo LAP MsrRucnoNs. ROOF TRIM FASTENER(S) HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE'B" OVER MU 7W IWA IA704 Of THE MW PAkW NAE�COWIU TEa P�WrfRN 1IE RIDE CLO M AS SHrOWN Amm 14X1 PIECE 'A". PRE-DRILL THE REQUIRED NUMBER OF 1/4"0 HOLES THROUGH BOTH PIECES OF �AW�M a APP«�P�Of ANY ori AND MT.N91 boo nASHM W-1,GM 1M 005 SUPPORT .0 O.C. RIDGE FLASHING BUT NOT BACKUP FLASHING. SLIDE PIECE 'B' BACK AND APPLY TAPE MASTIC OF 9M PAMMS AND HOLD IN rL4Z WffH VISE ORP V CLAM nada TO rASrpsNo TO Do Of PANELS W N/14 x Is MW SEAM CLOSURE STANDING SEAM CAULK RIDGE AND BACKUP FLASHING ON PIECE "A"AS SHOWN. LAP PIECE 'B"OVER PIECE 'A" BEING FA�srlarelt Cr-W O.O.)NATALL 3/4'x 3/111'MAM.WM CI•MM(=91-0)AS PR DUAL ac34/SA.aEPfJ1T uNT�A SC-0 ON THE BOTTOM AND FLASHING CAREFUL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS SUttica W MMM OF CLOMM ME BEEN MMM(OWN SMS OF FAM TO EK A LENU r OF raoaE FLASH .MM A IN THE UP AREA RJF-t ALONG RIDGE. CONTW snap Or 3/4•x 3/1r MASM OM THE TOP OF THE aOeUPES AND APPLY THE MM ttAsr M RIDGE FLASHING OR HIGH SIDE EAVE ATTACHMENT RC35 RIDGE DETAIL RC32 EXPANSION JOINT AT RIDGE FLASHING NAORIDGE FLASHING ATTACHMENT RC37 � STANDING SEAM SA STANDING SEAM SA STANDING SEAM N0. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CWD DATE ENGR DATE DRAWING SUBMITTAL gGA NONE DATE B Abu A AIABA�[A lossYML THG 2-3-03 STATUSmoommom _ S REVISED RC33M [*1 FOR CONSTRUCTION DRAWN BY: _ 4 REVISED RC325A, RC34sA ADDED RD117A, RDI IATA, RC66TA Tac THG 12-2-02 BY.- THG t2-t-97 STANDING SEAM 360 ROOF PANEL . 3 GENERAL REVISIONS Acs DWL 3-1-01 []�PERMr OrLY cHK'o 9Y: Bu GENERAL ERECTION AMERICAN BUII,DINGS COMPANY 2 REVISED RC34SA, RC35SA TAC THG 10-99 []FOR PRELIMINARY D�APP BY: DRAWING. REV.NO. REMOVED RCO ADDED RC07T REVISED RC33AA CKJ THG 1-99 RELEASE NO.TIR.08.2003 CAD BY: NUMBER SS3-3.0 6 6 REVISED RC35SA TAC TMG 11 3-03 1 REM 7SA, A, 117 AIDING SEAM PANEL STANDING SEAM 360 PANEL w e s ppm 0010-OF R1oM r"wme Poona 4'-238' 00�stir cm a a r•wz aewho s ,w mmmm (FEMALE LEG) FACTORY APPLIED MASTIC PM&DUw a ai i M MPW=nc oma.Annus OltWs --- -- ---- PART A STANDING SEAM 360 PANEL PANEL GAUGE (AS RECOMMENDED BY ABC) (MALE LEG) SHOWN.GAUGE BAR --------------- ----------- --------- STANDING SEAM GAUGE STANDING SEAM -------- -- --------- 2'-0' -0 COVERAGE 2' 'COVERAGE PUIIIIPANEL CUPN 7/8'---------------- /8'---------------- 71 PART 8 A PART B --- ENDLAP - PART A PU PART 8 911MOING SEAM PANEL STAGING SEAM GAUGE ❑ SAVE STRUT ----- •EC3 � SHEEtiNG DIRECTION1 1 p -------------21190mmalmormorm wwwww9mm'� PANG.ONCOE RAATGEEACSSUCH AS SHOWN ABOVE OEN OF THE PANEL, GAUGE F�1�CH�PURLIN RUN�IIND ABOVE OR BELOW � - --- --- ---- SECiI�t A-A HELP PART S PLACE - --- --- --- (1 X 1'X 1/S'TUBE) (1 1/40 X 1 1/4'X 1/8-X 3-ANGLE) THE ENDLAP. STRING UNE SET AT THE NEXT RAFTER IS RECOMMENDED FOR TAKING MEASUREMENTS BACK �EEnNG DIRECTION TO THE PANELS TO INSURE THAT THEY ARE RUNNING STRAIGHT AND SQUARE. PANEL GAUGING RC41 STANDING SEAM PANEL GAUGE LOCATIONS RC42 STANDING SEAM GAUGE BAR ASSEMBLY DETAIL RC431 DETAIL AT SIDELAP RCO 1STANDING SEAM 3 TA STANDING SEAM PANEL. SASASA60 wNa �AT reg VA OF�oaF ELECTRO MER SEASTRUCTURAL FASTENU ERS) Z REQUIRED PER C Un unwa cmflM ENGAGE ENGAGE #12X1 1/4 SDHH /000 STANDING SEAM 360 PANEL / i STANDING SEAM 360 PANEL PANEL CUP SEAMER I { PURLIN • • STAGE 1 REVERSE STAGE 2 AND ENGAGE STANDING SEAM 360 PANEL IN PREPARATION OF THE SEAMING OPERATION,ALL CONSTRUCTION DEBRIS SHOULD 8E REMOVED FROM THE ROOF TO PREVENT MACHINE DAMAGE AN%R ROOF DAMAGE HOOK TAB OF CLIP OVER MALE LEG OF PANEL.AND ROTATE DOWN INTO POSITION. SECURE THE CUP TO THE PURLIN WITH TWO #12 X 1 1/4 SOHH FASTENERS. A GAUGE SHOULD BE USED REFER M THE OWNER'S MANUAL INCLUDED WITH THE STANDING SEAM 360 PANEL SEAMER FOR SAFE AND PRACTICAL SEAMING OPERATIONS. TO MAINTAIN PANEL MODULE. 7 f--� TYPICAL CLIP ATTACHMENT TO PURLIN RC 17 STANDING SEAM 360 PANEL SEAMING DETAIL RC361 STANDING SEAM 36o I TA TA j HAND CFdUaNC PROCESS STANDING SEAM 360 PANEL AMERICAN BUILDINGS COMPANY FURNISHES THE STANDING SEAM 360 ROOF SYSTEM IN LEFT. RIGHT AND NON-FUNDED PANELS. GABLE BUILDINGS THAT REQUIRE PANEL ENDLAPS HAVE THE APPROPRIATE 1122��%4 SDHHT4(SOR FACTORY APPLIED MASTIC HANDED PANELS TO PERMIT SHEETING ON BOTH SIDES OF THE RIDGE STARTING FROM THE SAME END (REFER TO THE BUILDING ERECTION DRAWINGS). SINGLE SLOPE AND UNSYMMETRICAL GABLE BUILD- 2 X 1 1/2 SDHHTS INGS WITH PANEL 04XAPS MUST HAVE A SHEETING DIRECTION SPECIFIED (REFER TO THE C� �ERECTION��SQA INGS)AND THE DIRECTION WILL ENO PNDON BINIDING. ER LEFT OR RIGHT HANDED PANELS f2l REQUIRED PER CUP) WERE SUPPLIED. BUILDINGS WITHOUT PANEL ENDLAPS AND SYMMETRICAL GABt.E BUILDINGS IN PREPARATION OF THE g&INGANY SFbWW �TK� SREVIEW�LUBE REMOVED�TM SONS I C RO N�H WT �DI NEREE WAGE ERECTION ORAIMINGS F E' 8E EXTRA CAUTIOUS WHEN STANDING SEAM 360 PANEL STANDING SEAM 360 PANEL NEAR THE ROOF EAVE AN FEMALE LEG (MALE LEG) THE SEAMING PROCESS INVOLVES TWO DIFFERENT T001-S.THE STANDING SEAM 360 ELECTRIC ROOF SEAMER AND THE HAND CRIMPER. THE STANDING SEAM 360 RANO CRIMPER IS A TWO I ( ) STAGE TOeI USED AT THE STARTING ENO OF EACH PANEL.(EAVE OR RIDGE) PRIOR TO SEAMING WITH THE ELECTRIC SEAMER. STANDING3PIwE • N THE RST STAGE PLACE THE NOTCHED SIDE OF THE CRIMPER ONTO THE OPEN SIDE OF THE SEAM AT THE END OF THE PANEL AND ENGAGE THE TOOL TO A FULLY CLOSED POSITION. REMOVE PANEL CUP I Fl 53PC-- THE CRBAPER AND MOVE UP THE SLOPE THE WIDTH OF THE CRIMPER JAWS (APPROXIMATELY FOUR INCHES)AND ENGAGE THE TOOL TO A FULLY CLOSED POSITION. THIS SHOULD COMPLETE THE FIRST I STAGE OF HAND CRIMPING. AT ALL I BAR JOIST • REMOVE THE CRIMPER AND REVERSE THE DIRECTION SO THAT THE FLAT SIDE OF THE CRIMPER IS PRESSED ONTO THE OPEN SIDE OF THE SEAM,AND ENGAGE THE TOOL I TO A FULLY CLOSED POSITION TO COMPLETE THE SEAM. • THE STANDING SEAM 360 ELECTRIC ROOF SEAMER IS A SINGLE DIRECTION MAiCHINE USED FOR SEAMING THE PANELS TOGETHER AT THE SIDELIM GABLE BUILDINGS WILL REQUIRE THE SEAMER TO ST AT THE SAVE ON ONE SIDE OF THE BUILDING NVQ TRAVEL UP THE SLOPE TO THE RIDGE AND THEN TRAVEL DOWN THE SLOPE TO THE EAVE.ON THE OPPOSITE SIDE OF THE BUILDING. SINGLE SLOPE BUILDINGS WILL REQUIRE THE SEATO START AT EITHER THE HIGH OR LOW SIDE OF THE BUILDING DEPENDING UPON THE SHEETING DIRECTION. • �� MER• TO START THE SEAMING PROCESS. PLACE THE ELECTRIC SEAMER IN POSITION WITH THE THREE HANDLES IN THE UNLOCKED POSITIONS. THE SEAM ROLLERS SHOULD BE ON THE OPEN SIDE OF - THE SEAM AND THE BACK OF THE SEAMER SHOULD BE ALIGNED WITH THE ENO OF PANEL Me HAND CRIMPING OPERATION AT THE STARTING END OF THE PANEL SHOULD HAVE ALREADY BEEN COMPLETED). LACK THE THREE HANDLES INTO POSITION AND START THE SEAMER. THE SEAMER TO COMPLETE ITS RUN TO THE OPPOSITE END OF THE PANEL SHOULD FURTHER SEAMING BE AFTER THE RUN WITH THE ELECTRICAL SEAMER. FINISH WITH THE TWO STAGE HAND CRIMPER PROCESS. DO NOT RUN THE ELECTRIC SEAMER THROUGH am 4 C= AF lWF P THAT HAS BEEN FULLY HAND CRIMPED. PANEL SEAMING ROLLERS WILL COME SOILED WITH EXCESS CAULK. PANEL OIL OR OTHER ITEMS RELATED TO THE ERECTION OF ROOF PANELS. CARE MUST BE TAKEN TO REGULARLY CLEAN ROLLERS SO THE SEWING MACHINE SHOULD BE REMOVIED FROM THE 8= THAT PANEL FINISH IS NOT MARRED. WHEN CLEANING, TO REDUCE THE RISK OF SERIOUS INJURY AND TO PROTECT THE PANEL SURFACE. AND DISCONNECTED FROM ITS ELECTRICAL SUPPLY. PLEASE REFER TO THE SEAMING INSTRUCTIONS INCLUDED WITH THE ELECTRICAL SEAMING MACHINE. HOOK TAB OF CUP OVER MALE LEG OF PANEL AND ROTATE DOWN INTO POSITION. SECURE THE PLA= ON THE GROUND CUP TO THE BAR JOIST WITH TWO STRUCTURAL FASTENERS. A GAUGE SHOULD BE USED TO THE SEAMER SHOULD NEVER BE ALLOWED TO BECOME A FAWN HAZARD TO ANYONE E BENEATH THE ROOF. ALL SAFETY PRECAUTIONS AND OSHA SAFETY REGULATIONS SHOULD ALWAYS BE FOLLOWED MAINTAIN PANEL MODULE uM WORKER SAFETY. BJ 17 FOR MAXIMUM RC38 i PANEL SEAMING PROCESS � . DETAILI RC05 TA STANDING SEAM 360 TA SEAM 360 STANDING SEAM 360 TA _ �AND� NO. REVISIONS MADE CK'D OATS ENGR OATS N0. REIASK)Ns _ _ MADE CK'D DATE ENGR DATE WANK BMITTAL SCALE: NONE DATE $�A� ALABAMA [*l TUS FM=MyCrQN WAWN Or. THG 12--1-97 STANDING SEAM 360 ROOF PANEL 1 FFOR-APPROVALP tr Y CH K'D BY: BU . GENERAL ERECTION ANMC BUILD l COMPANY MCS DWL 3-1-01 FOR PRELIMINARY OM APP BY: DRAWING. - REV.No. � ��REVISIONS SS3 4.0 1 ADDED DETAIL RC05TA. REVISED RCWTA CKJ THC 1-99 RELEASE NO.1IR.02.2001 CAD BY: NUMBER' 2 STANDING SEAM PANEL ROOF TRIM FASTENER(S) STANDING SEAM PANEL SAFETY PRECAUTION ROOF TRIM FASTENER(S) STANDING SEAM PANEL SAFETY PRECAUTION ROOF TRIM FASTENER(S) STANDING SEAM PANEL ROOF TRIM FASTENER(S) #14 X 1 :. DO NOT STEP ON PANEL NEAR #14 X 1 00 NOT STEP ON PANE.NEAR #14 X 1 SAFETY PRECAUTION :::;�•.iii} DO NOT STEP ON PANEL NEAR :«s:.x:;:•ii'•,:;rY ?"�'::�""r":a^•r•'i THE EAVE UNTIL FULLY SECURED WTT EAS UNTIL FULLY SE7ClJ!!� .. ::«:,::::.... THE EAVE UNTIL FULLY SECURED z:�:.;,:Y}v.•'r yv�»Fs:.•.u.^ss:...a..... ;::fs;:»Vii: WITH F/LSTENERS. 1 FASiEIIRS. #14 X 1 •. Uri �;+�»: .... WITH FASTENERS. s»s:.... ...;v, ,.• x:rn'vt�is.'r:::::s •V.7 •h>:;S?{Y::�rAi tt.•r..7N`i� titSYtiSwN•' �sj•• :??tay::•».,x;+:ij•'r:•::r.�:;ti NOTE: SEE DETAIL EA26SA NOTE: SEE DETAIL EA26SA "' TAPE MASTIC i3i}':•» ,?•k...s:s,•;??:i:•..v::?s•:..;si:x.•�.r.....ti. ,M;�►. METAL CLOSURE AND EA36EA OR EA36TA METAL CLOSURE "' '" _ 6T .....'.,..... •=•••h••�• r" �""•"•`•• AND EA36EA OR EA36TA SSMC-I •:: .. SSMC I ..... ..... A ' k:""'M;,'"; ""•".... :... 3/4 TM ROOF TRIM FASTENER(S) STANDING SEAM yin PRocaMTON '......... ... ..... TAPE MASTIC ROOF TRIM FASTENER(S) TAPE�C 14 X 1 METAL CLOSURE TAPE MASTIC DO NOT STEP ON PANE-NEAT: 3/4 TM METAL CLOSURE 4 X 1 2 PER CLOSURE) SSMC-1 1 3/4 TM ��.FULLY sEcuRm 3/4 TM MASTIC ROOF TRIM FASTENERS) � _I I 12'PER CLOSURE) / 14 X 1 TAPE MASTIC 1 EAVE CLOSURE FLASHING EAVE SUPPORT FLASHING TAPE MASTIC 1 F TRIM FASTENERS) I TMs - BLOCK FSE-1T 3/4 TM 14 X 1 EAVE SUPPORT FLASHING (2 PER CLOSURE) 3/4 TM 1 1 TB_1 TFEC_ 1 2 PER CLOSURE) FSE-1 PANEL CAP FLASHING SHCF-3 EAVE SUPPORT FLASHING FSE-1T BLIND _ EAVE SUPPORT FLASHIN EAVE CLOSURE FLASHING I RNrV x• FSE-1TFEC_ 1 (4 PER SHCF-3) EAVE CLOSURE FLASHING EAVE CLOSURE FLASHING TFEC_ BUND RIVETTFEC_ NEf ��;•, WALL TRIM FASTENERS) •; 1/8 R •�;•• THERMAL BLOCK EAVE STRUT (4 PER SHCF-3) WALL MAIN FASTENERS NOTE SEE DETAIL EA26SA 14 X 7 8 TB-1 STRUCTURAL FASTENER 12 X 1 1/4 AND EA36EA OR EA36TA f'-4" 0.�. WALL MAIN FASTENER(S) WALL FASTENER •::•:. : 12 X 1 1/4 FASTENER(S) 12 X 1 1/4 14 X 7/8 '-0' O.C. ��"O.C.0C '...•' STRUCTURAL FASTENER S / STRUCTURAL FASTENER(S) .•.�'•:. : SAVE STRUT .:�' �':..'. #12 0" O.C. 11-00 O.C. ( ) O.C. #12 X 1 1/4 •....... WALL MAIN FASTENERLS) ' '•..: ::�,:•:::; STRUCTURAL FASTENER(S) uUTTBB :•:: 1-0 O.C. NOTE: SEE DETAIL EA26SA WALL TRIM FASTENERS) 12 X 1 1/4 12 X 1 SDYC W/N LK WALL TRIM FASTENER(S) WALL FASTENER ..•�;•,:.:• AND EA36EA OR EA36TA 14 X 7 8 ' O.C. ...�:•...•, PANEL CAP FLASHING () / 1'-0'O.C. SHCF 14 X 7�8 �12 X 1 SDYC W/NUTBLK ••,�•,,,:, / '-4' O.C.f. '•�'•' '-o'O.C. 3 -00 O.C. WALL PANEL r OUTSIDE CLOSURE EAVE STRUT OUTSIDE CLOSURE WALL PANEL EAVE STRUT AOU WALL PANEL A OU WALL PANEL NOTE:HOWMAL LEG OF DELUXE EAVE TRIM OR FLANGE BACK GUTTER NOTE:HORIZONTAL LEG OF DELuxE SAVE TRIM OR FLANGE BACK CUTTER NOTE:HORUWAL LEO OF RANGE BACK GUTTER WHEN REQUIRED IS MIALLED NOTE:HORIZONTAL LEG OF FLANGE BACK GUTTER WHEN REQUIRED IS INSTALLED is*WALLED BETWEEN THE MASTIC AND THE EAVE?RSI IF EITHER OF IS INSTALLED BETWEEN THE MASTIC AND THE SAVE TRIM IF ETHER OF BETWEEN THE MASTIC AND TIME EAVE TRiIM. BETWEEN THE MASTIC AND THE EAVE TRIM. T}=TWO OPTIONS IS REQISRM—SEE APPROPRIATE SAVE DETAIL THESE TWO OPTIONS IS REQUIRED.—SEE APPROPRIATE EAVE DETAIL SECTION AT EAVE WITHOUT THERMAL SPACER EA04 SECTION AT EAVE WITHOUT THERMAL SPACER EA04 SECTION AT EAVE WITH THERMAL BLOCK EA04C SECTION AT EAVE WITH THERMAL BLOCK EA04C STANDING SEAM ROOF/ARCHITECTURAL OR LANG SPAN WALLS SB STANDING SEAM ROOF/ SHADOW PANEL WALLS SD STANDING SEAM ROOF/ARCHITECTURAL.OR LANG SPAN WALLS SB STANDING SEAM ROOF/ SHADOW PANEL WALLS SD ROOF MAIN FASTENERS GUTTER STRAP ROOF FASTENERS) (8) 1 PER GUTTER CUP GUTTER CUP ROOF MAIN FASTENER(S) (B) 1 PER GOITER CUP GUTTER SSP F MAIN F/BELOW R(S) (B) 1 PER GUTTER CUP SEE CHART BELo�w► CGB:. SEE CHART BELOW CGS_ ,SEE CHART BELOW GUTTER CUP B) 1 PER GUTTER CUP CGS r 3-0 O.C. 3'-0"O.C. CGU_ SEE CHART BELOW 3-0 O.C. JAPE MASTIC 3-0 O.C. LACE UNDER CUP) APE MASTIC jl�E MASTIC ) PLACE UNDER CUP) _ PCE UNDER CUP ROOF FASTENERS) (A) —— TM PUCE NDER CUP) -- 3�LENGTH 1 PER GUTTER CCUP -'-' ?J4 TM r 3`LENGTH ROOF FASTENER(S)�A) __ 314 T*,I r SEE CHART BELOW 1 PER GUTTER CU _ GTH SEE CHART BELOW 3 LEN —— _ ROOF PANEL ROOF PANEL ROOF PANEL r ROOF PANEL r THERMAL.BLACK r THERMAL BLOCK GUTTER I EAVE SUPPORT TRIM TGT1 I EAVE SUPPORT TRIM EAVE SUPPORT TRIM ALIGN WITH FACE OF WALL PANEL I SAVE SUPPWITHORT TRIM GUTTER CUP I ALIGN WITH FACE OF WALL PANEL I ALIGN WITH FACE OF WALL PANEL GUTTER OF WALL PANEL GC-A j FLANGE BACK GUTTER I TGT1 FLANGE BACK GUTTER 30-00 O.C. I TGF_ I GUTTER CUP I OPTIONAL FASTENER (A) TGF_ I I GC-AMUST BE 3'-0'O.C. ( I PRE-INSTALLED I EAVE CLOSURE FLASHING—i i I I EAVE CLOSURE FLASHING I I 1� WALL PANEL WALL PANEL WALL PANEL WALL PANEL ROOF PANEL ROOF FASTENER (A) ROOF FASTENER (B) ROOF PANEL ROOF MAIN FASTENER (8) ROOF PANEL ROOF FASTENER (A) ROOF FASTENER (8) ROOF PANEL ROOF MAIN FASTENER (8), LONG SPAN LSP 14 X 7/8- #12 X 1 1/4n LANG SPAN LSP 12X1 1 4' LAC SEAM LAC 14 X 1' 14 X 1" LOC SEAM LOC 14X1' LOC SEAM (LOC) 14 X 1' 14 X 1' LOC SEAM LOC 14X1' S 14 X 1' #14 X in STANDING SEAM S2P, S3P 14X1" STANDING SEAM (S2P. S3P #14 X 1' #14.X 1" STANDING SEAM S2P. S3P #14X1 STANDARD GUTTER DETAIL WITH GUTTER CLIP ATTACHMENTEA01 FLANGE BACK GUTTER DETAIL WITH GUTTER STRAP ATTACHMENT EA02 STANDARD GUTTER DETAIL WITH GUTTER CLIP ATTACHMENT EA01 C FLANGE BACK GUTTER DETAIL WITH GUTTER STRAP ATTACHMENT EA02C AA AA WITH THERMAL.BLOCKS AA WTH THERMAL SPACERS AA ROOF TRIM FASSAFETY PRIMMRION TN4ER_(SJ ROOF TRIM FAS�NE R_(S; ROOF TRIM FASTENER(S) r�LVE UNIL MY SOUND 0'-6" O.C. 0'-6' O.C. #14 X 1 STANDING SEAM PANEL TAPE 3M/ASTIC TAPE 3/MASTIC NOTE: SEE DETAIL EA26SA (TOP AND BOTTOM 1" (TOP AND BOTTOM 1• OF METAL CLOSURE) OF METAL CLOSURE) r AND EA36EA OR EA36TA min• SSMC-0MCLOSURE r>7m• SSMC CLOSURE ROOF TRIM FASTENER(S)2EAM #14 X 1 - STANDING —— STANDING SEAM HIGHSIDE THS_- 15.2 STANDING SEAM PANEL HIGHSIDE S- 15.2 STANDING SEAM PANEL do LOC SEAM L —�-�•:�_� METAL #14 X 7/8 LANG SPAN �� SSMC CLOSURE 3 4 TM PANEL CUP PANEL CUP 1'-0"O.C. I 1 � _ _ r TAPE MASTIC 1 TRIM FASTENER(S) LAP STIFFENER LAP STIFFENER r 1 NOTE: RC34 3/4 TM 1 1 7104'X 1 SSLS-1 SA I 1 (2 PER CLOSURE) WALL MAIN FASTENERS THERMAL BLOCK AND RC35SA DELUXE EAVE I TTFFEECCCLOSURE FLASHING•---� #12 X 1 1 WS 1 FLASHING I ` 1-0 O.C. WALL MAIN FASTENERS) PED-_ I WALL MAIN FASTENER(S) SAVE SUPPORT FLASHING #12 X 1 1/4 #12 x 1 1/4 �1T(°w/THERIiIAL BLOCKS) 1—o O.C. 1' " 3 3/ -0O.C. S' I J ROOF FASTENER 1ROOF FASTENER 4 BLIND RIVET6) X 1 PER CLOSURE 414 X 1 I I 1�S RIVET EAVE S WAIL TRIM FASTENERS) STRUCTURAL FASTENER WALL TRIM FASTENERS (6) PER CLOSURE I 2-0 O.C. #14 X 7/8 / WALL TRIM FASTENER(S) -�-1--` 1 5/26 STRUCTURAL FASTENER 1'-0' O.C. t2) PER CUP #1�4 X 7/ STRUCTURAL FASTENER 14X7/8 O / #12 X 1 1/4 �� 1-0 O.C. 12 X 1 1/4 " HIGHSIDE EAVE PER CUP r -0 O.C. 1-0 O.C. OUTSIDE CLOSURE OUTSIDE CLOSURE NOTE:HORRONTAL LEG OF FLANGE BMX GURER 0 INSTALLEDWALL PANEL NOTE: WALL PANEL HIGHSIDE EAVE STRUT BEr*M DW MOTIC AND THE METie L FLASHING SEE DETAIL RC34SA FSJ1-LENGTH AND RC35SA DELUXE EAVE FLASHING INSTALLATION EA03 SECTION AT EAVE EA04 HIGHSIDE EAVE FLASHING ATTACHMENT EA05 HIGHSIDE EAVE FLASHING ATTACHMENT WITH THERMAL BLOCK EA05C AA j STANDING SEAM ROOF/ OPEN SIDEWALL SF STANDING SEAM ROOF/ARCHITECTURAL OR LONG SPAN WALLS S B STANDING SEAM ROOF/ARCHITECTURAL OR LONG SPAN WALLS S B NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE _ EUFAUI.A ALAH�►MA STATUS 10 GENERAL REVISIONS TAC THG 10-1-02 [*J FOR CONSMC17101H DRAWN BY: THO 12-1-97 STANDING SEAM ROOF PANEL 9 REVISED EJWIAA. EA02M, EA01 CAA, dr EA02CM MCS THG 12-21-01 FOR APP�yA J CHK'D BY: • 0 04SF YML THG — —01 [[ FOR PERMrr ONLY GENERAL ERECTION AMERICAN BUILDINGS COMPA�YY e REVISED EA.o4S8,o4SD.04CSB.o4CSD,o1AA,o2AA,o1CAA, 2CAA. 11 a C l FOR PRELIMINARY .NO. [J OSGN APP 9Y. REV 12 REVISED EA04CSD do EA04SD JPT THG 9-1.0-04 7 GENERAL REVISIONS MCS DWL 3-1-01 DRAWING: SSG-1.p 11 REVISED EA01 AA. FA05SB do EA05CSB TAC THG 11-3-03 6 REVISED RA03SA TAC THG 10-00 RELEASE NO.TIR•08.2004 CAD BY: NUMBER 12 (ROOF TRIM FASTENERS) SU( P�CUP ROOF TRIM FASTENER(S) SUP JINGLE CUP (NOT T GABLE CL- PURUN LOCATION] (NOT TO PASS THROUGH - PURUN LOCATION) ANGLE) PURUN OR GABLE ANGLE) 114X1 114X1 6 O.C. 6 O.C. RAKE FLASHING TAPE MASTIC RAKE FLASHING TAPE MASTIC TRI-15.2 ROOF PANEL RACE FLASHING 3/4 TM 3/4 TM /RAKE FLASHING ROOF PANEL ( � TRI-15.2 MJ''s THERMAL BLOCK (FIELD Y, ,�.,•,<. ,. .. ROOF PANEL ROOF PANEL •..•.•,:.. ••••�.: .•.:•• WITH CONT. RUN -- - - - ----- ..•'': `• AT ENDWALL ----- --- - THERMAL BLOCK .•�:..±•:.•t• •�'' '~ TB-1 FOR STANDING PURUN ----- --- - ~• -- - -.--•- RAKE SUPPORT �Jy� ANGLE --- ----- PURLIN ------ ----- RSA-1 78-- �TB-3 FOR STRUCTURAL FASTENER(S) ------------ --- LOC- 2 PER CUP) STRUCTURAL FASTENER(S) RAKE FLASHISUPPORT RAKE SUPPORT 12X1 1/4 FLASHING V12XI 1/4 PER CUP) U AB1 RSF-1 RSF-1 RRAKE SA 1SUPPORT ANGLE WALLTRIM 1 TRIM FASTENER(S) WALL M FASTENER(S) GABBLE ANGLE #14X7/8 ., 1-0 O.C. 1•-0 r/O.C. STRUCTURAL FASTENER(S) MX1 PER PURUN) >00 C�.F ANGLE WALL MAIN FJASTENER(S) 1/4 STRUCTURAL FASTENER(S) 12X1 1/4 0 2XIM1/FASTENER(S) V12XI PER PURUN)-0 G.C. r 1/4 -0 O.C. _.. PURUN. � WALL PANEL WALL PANEL FWALL OR CLARITY NOT SHOWN PURLIN WALL PANEL NOT SHOWN FOR CLARITY UNIVERSAL RAKE DETAIL M02 UNIVERSAL RAKE DETAIL M02C I UNIVERSAL RAKE DETAIL M05 UNIVERSAL RAKE DETAIL. RA05C LOC SEAM OR STANDING SEAM ROOF/ARCHITECTURAL OR LONG SPAN WALLS AA LOC SEAM OR STANDING SEAM ROOF W/THERMAL BLOCKS AA EXPANDED VIEW OF RACE CONNECTION ,AA EXPANDED VIEW OF RAKE CONNECTION AA ARCHITECTURAL OR LONG SPAN PANEL WALLS CAP FLASHING (SEE NOTE 2) FCP-1 NOTE: 1. OUTSIDE CLOSURE REQUIRED FOR BLDG. SLOPES 1 1/2 : 12 OR LESS. 2. CAP FLASHING REQ'D. FOR BLDG. SLOPSDEC RE GREATER THAN 1 1/2 12. �NOTE 1) PANEL CLOSURE DETAIL AT RAKE RA01 ARCHITECTURAL M.ARCHITECTURAL V RIB OR LONG SPAN Ill WALLS AB RIDGE FLASHING RAKE FLASHING BUND RIVET RIDGE FLASHING BUND RIVETS HIGHSIDE EAVE FLASHING 3 REQUIRED) ENDCAP va FLASHING a 1/8 RIVET GUTTER ENDCAP i/8 RIVET RFEC-1 �(6 REQUIRED) M UNIVERSAL RAKE TRIM �� ARAKE LIGN O F TRIM FASTENER(S) ROOF TRIM FASTENER(S) �L 1 #14X1 F3) 4X1 #14X1 ALL AROUND �� i 1 REQUIRED (3) REQUIRED GTS I 1� TER CAP 80X I I TAPE MASTIC aOGE St1PPORT FLIISI#NGRAKE_V `� \ ALL AROUND CAULK ce—L ' '•:... I I 3/4 TM fW Nagl FOR fMKE Cr 1 4A BEAD i Y URETWWE CAULK ALL AROUND OUT50E METAL CLOSUIN TAPE MASTIC I ..�.. ..`4............ GT5 f ►'r:: 1 4! BEAD ` 3/4 TM I .............. : •'.��`' ......•:::• GUTTER RAKE FLASHING (FIELD CUT TO FI7)SSMC-0 I .�:. . i ` TAPE MASTIC *xmI •.� .....::::::...� `�� % 3/4 TM FEW NO�T01 NO OW PACE FLASH NG 1 � � URETHANE CAULK \ I URETHANE CAULK .....*; �`••• I 1 1 ?0 CREJIIE TABS 10 ATTAN:M RAKE CAP. `•' �\ 1/40* BEAD ��' 1/4• BEAD ..•... .......'• .... I I I TAPE MASTIC \ STs �� 1 GT5 .. ... ———— I �. .... T J . II I ��\ ••..' • • e.g. NO ' ...... •.'. 1E PER .. 9� RAKE SUPPORT FLASHING 1/ ... ................ ' '' -++ TAPE tS .. ... .. ... .. .. FLASHBUILDING CORNER BUND RIVET BUILDING CORNER APPLY (SEE NOTES) q1 . . (SEE NOTES) 8 ND RIVET TAB Ik ANGLE •• NOTES: 1 8 RIVET I �8 REQUIRED '.'.•.......�•... ... - -- = 3 4 TMCLOSUS � � `�� 1. START AND STOP GUTTER AND RAKE FLASHING I �) i BLIND RIVET \ AT BUILDING CORNERS AND ALIGN WITH OUTSIDE BUND RIVET ANGL,F 12 REQUIRED) RACE ENDCAP EDGE OF WALL PANEL AT CORNERS. I RAKE ENDCAP 1/ /8 RIVET TREC,�r 2.THE FIRST 10 FEET OF THE RACE FROM THE CORNER HIGHSIDE CORNER BOX ALIGN WITH EAVE SEAL tFORM � TAPE MASTIC E SUPPORT NULL 1101 I71S1EINT ` PART' A SHOULD BE TEMPORARILY ATTACHED T�0 ALLOW ADJUSTMENT sww Ys wee TMa-U tiNl 3/4 TM FLASHING RSF-1 (3 REQ D.) RACE EN WHEN INSTALLING THE CORNER BOXES. PERMANENTLY ATTACH �� APPLY URETHANE CAULK N1.AROUN 4 ) � 14X7/8 TREC� 14X1 WALL.PANW IMO OPPOSITE SDE PART r THE RAKE AFTER CORNER BOXES ARE INSTALLED. OF ROLE OMITTED FOR CL11Rf1Y. CORNER CAP BOX INSTALLATION RA04 HIGHSIDE CORNER BOX RA04B UNIVERSAL RAKE CAP INSTALLATION RA03 UNIVERSAL RAKE ENDCAP INSTALLATION RA70 (UNIVERSAL OR CUSTOM RACE) AA STANDING SEAM ROOF WITH UNIVERSAL RAKE SA STANDING SEAM ROOF SA -LEFT HAND SHOWN AA NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE _ DRAW!NGSTA SUBMITTAL SCALE: NONE DATE EUFAULA ALABAMA �c FOR CONSTRUCTION. DRAWN BY:_ DWL 3-1-01 STANDING SEAM ROOF PANEL F� a�Y CHK'D BY: BW UNIVERSAL RAKE DETAILS AMERICAN BUILDINGS COMPANY 2 REVISED RSO48SA TAC THG 5-1-04 ]FOR PRELIMMO Y DSO N APP BY: DRAWING, REV.NO. 1 GENERAL REVISIONS TAC THG 10-1-02 RELEASE NO.TRR.04.2004 CAD BY: NUMBER' SSG-2.1 2 . . I (.04)�_ ------------------- I/ I yam� I I ... / ; I A D APE GEN A T S r / �.y ;�4� � a N{ All materials shalt, meet or exceed the minimum 8. MULCH. Bark for mulching purposes shat! be commercial cypress bark . 1. GENERAL REQUIREMENTS. ba ed- or bulk. It shalt be graded as number two. It shall y standards, sizes, wights, Measurements, quality conditions and other g9 . 9 'Inches, b uniform! applied t a minimum depth 'of i h EXISTING �C.� • if' n the Drawings. Materials failing to do e y app ed o r►�n u dep 3 nc es. ado 9 .. x relevant conditions specified ,. . TREE TO BE , so wilt be re jected. 9. GUYING AND STAKING. Alt trees are to be stake unless otherwise - - PRESERVED FEEL. BACK TOP BURLAP i k • G e d s_ s • uniform mixture of one-fourth instructed by the owner. Alt staking shall be -clone in accordance with z I .'20.0t1, f alt hall be prepared as a un o 9I. / - 2. BACKFILL' Back s p p t one-fourth cow manure, and one-half top soil. To this mixture _ the stoking details as shown on the plans. MULCH 3' Z pea 'x d 0 pounds of 'commercial fertilizer • r�� e 5 � • n uniformly � � °D shalt be added a d P 10. IRRIGATION. Alt areas to b landscaped shall be watered b . h e bi s BARRICADE TO RUBBER HOSE . r oft per- cubic yard of backfill prepared. e p os s �► . shown on the plans and. shott be within 75' of all Landscaped areas. Single FOLLOW TREE .. WIRE TIE EARTH SAUCER . 9 . • !l n tar It hose bib shall be �nstatled above round on risers when located in planting DRIPLINE I 3. TOPSOIL. Topsoil shall be indigenous to the area and sha be a a y 9 FINISH GRADE .-. __. ._.>.�,:_� • _ n t m ricutturet nature areas, and shall accomodate a 3/4' hose. Hose bibs shall be brass or bronze s f er tie of a coarse toar�y sand or coarse sandy oa ag It shall be free of admixtures constructed with removable bonnets, replaceable positive seat brass or ; 5 RE BAR 3 y�0 STAKES �• X ,• and capable of sustaining plant growth. • bronze seats and removable tee handles. ; POST <TYP.> and foreign matter. . I ' DO NQT STORE i at( plant rtaterlo►t shall 11. GUARANTEE. All r�aterial5 and work furnished and perfor�►ed by this MATERIALS IN MAX • 4. PLANT MATERIALS. Except as approved otherwise., a p a 6`-0' BETWEEN COMPACTED TOP' • `•• , ., nursery � rown stock cor�forming to Florida No. 1 as determined by - - Contractor shall be guaranteed, from date of acceptance, 90 days for the THIS AREA MIN. POSTS . MULCH X .p I.,___1 *: - be ur se y g �. SOIL_ MIX _ de and Standards for Nursery Plans Vot. I- and II by the Florida shrubs and one year Toro the trees except the contract�ar shat! not be Gra s UN ISTURBED - �.,- I . .•• 1 • obligated to replace.. repair.. or restore an portion of his work which �s D .,0 ': .' Deportment of Agr{culture. 9 P P - Y P _ , , . TH SAUCER ,• .� •: s dar�a ed, defaced, disturbed, and/or destro ed b others car b the Owner EXISTING 4' SAFETY , 9 Y Y Y . GRADE _ ORANGE FINISH GRADE - I,) � t I 4 I `� �'`/ alt areas not !anted Shall be sodded. and/or which results from the Owners negligence or by accts of God.'5. SCID. Where shown on the plans., p , • • r�. Topsoil to receive CgPOLY�ER Grass for sodding shalt be St. Augustine Flor�ta ops •.• - - • FINAL ACCEPTANCE. completion tion and before final o e l a n I t BARRIER -e �----------- sod shalt be uniformly graded and r�o�stened by sprinkling. Sad shaft )2 I CEP CE Upon co p e a cC p t ce, a MIA" FENCING W/ • i to side to allow close o.nd form fitting of aspects of the pro ject site shall be thoroughly and completely cleaned. WIRE TIES , /3 C/ be tad end to end and side ':.i • 1 to it shalt be generously watered Any repairs which are the obligation of this Contractor shall be TO Pt]ST co"PACTED PANTING hIx ..., .. . ,z• . each piece. 'After sodding is comp e g y 9 a rI �I 1 . • • • M u Q n e o � for two weeks. It shalt then be top dressed with commercial f.ertit�zer completed. _ _ . . t the rate of 12 ounds per 1000 square feet. • 1. N.T.S as spec , 13. LIABILITY OF CONTRACTOR. The Contractor Shalt be liable For an and all t t� nBarricade Y Pr e� O Tre o ... .1 VL. -_�D - -_ I 6. SEED. Alt areas not sodded shall be seeded. Seed, shall be- spread damages to property which result from this performance. I. N T c , , uniformly at a rate of 60 pounds per acre. From March 15 to October )5, - . CZIVTZ19 OF PAf'h'/�V�' SPACE" Tree Ptan-�i� D � HA N91 y f Arr entire Bahia and 30 ounds of 14. SHOP DRAWINGS. Shop drawings of an changes posed in connection with Q E't Q I ►� • I" the seed mixture shalt be 30 pounds o g Q P 9 Y g P N.T.S. ► hulCed Bermuda. For the remainder of the year, the Mixture shat! be 20 change orders, reloca tion or rearrangement of plants or plantings to_ ' . - - •. 6" M/N. P ounds each of Bahia, Bermuda and Rye seed. The mulch, shalt be straw or clrcur�Vent conflicts, are required. Planting shall be adjusted to "fit . . 1�• s�oPr ho s read at a rate of nine tons per acre and cut into the soil. actual as-built conditions on the site. Y P EDGE OF BED • . 'r• • w , •- ., 0 . • , s� s. ► ` 15. All trees shalt be' a minimum of C4) .four feet from ed a of pavement MULCH 3 � Zp SPACING 0 f ertit'izerr.: shall be - complete mixture and shalt 9 p / 7. FERTILIZER. Commercial • f f i > C41rIPACTEO •. .o�• '"f-."'� -- -► cd contain the fottowin ercenta es of plant nutrients by weight: <15) If teen Feet from overhead lines. Feld adjust wherE, necessary. 9 P 9 TOP sat. MIX 8 percent nitrogen FINISH GRADE ;4..-... 8 percent phosphoric acid ' . . 8 percent potas . I __11 . - '-If \�_ Ex7RU0 D aIRR .• I , ,*,'. ••. '' a Atl '., .,. . • 4t•• �f•:,.• 1. ••� r!•• • . . • >. • , - - .!A-- -_ - / . CO�N�CRETE� ...R.R�.,AR..r ••-.--mono. -I... 1 � �/.P.•.�Z sI op • ._..,....._.,.. •••.r...R....• ........r ww..r X �•~~ ~ QJ . Qroan v► r Piantin i I N.T.5 4 4 I? ' . . .. 4 1 i 41 - HANDICAPPED SrMSOL : Si`£ DE"TA/� THIS S1/ �'T � [� W ' > J ! f � I""- _Wfaw H I w _ ___,._______._-__..__ __.�____ _ mm, �.�. ; _�__-� _ _., __- . 6 4 . i TI : ljq�l��;;I�FMVGI . NDICA PPED SPACE S L I . ,. a..:7 1 : � • i . I -_ - yi ��, AeA=11 �`j - ,yam...,....�� ,,,•, , 1Z" F . PfA � """. 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"Oft- _____ N_ __N I m I I o . __ - --- L ___ - ___ - . 1 - . � � � 3 5 5 S L _1 wm--__ on" W WON W M-44- Won_ om"Of 4 I all IlkI } IV t A Cc A 41 -IK ---------- CL 0*41* CL s. � aim-, (*.e*M) f Ln Ulm 0 W"W f1p.1z IMTT 4✓,' i. i LTMM TTI F Ida B 11ding �ode:2001' W/ 2002 REV BUILDI G CODE SUMMARY �, C4 NOTICE:In ad Rion to the requirements Of this permity additional restrictio applicable to this property may no h be found In th public records Of this county%There may be additional permits required from other nt t e Such.81�water management district9p state and federal agencies, a,Nis f# IS VAN@ QAP-DR.ESS-1. 0 0 7:m I IL Cy__ ASSEMBLY HAZARDOUS.Hill H21 H3;H4 0 ) MERCANTILE 4) (D CD A v WWWWW 1k TYPE BUSINESS )_ .INSTIT ammons, = C14 UTIONAL-UNRg REST > STORAGE,91 32 CL of 0 SCHEDULE CHAPTER 3 EDUCATIONAL RESIDENTIAL-Rig R2j R31 R4 cc E > ON FACTORY-INDUS �DAY CARE OR fin.f • frame remarks MIXED OCCUPe(SPECW TYPS) 00' size e fin..,n typ 1. I. .-1- 1%j • GROSS BUILDING HEIGHT FT)10.( IN) MEZZANINE: YES( to beti /!4L AL BUILDING 0 OF STORIES ( I - ) -_ IM C4 Cj me -NOTES: C4 cc A4 -5 ,0 >( AL "W AREA M FT.PER FLOOR 4M CHAPTER 5 TOTAL SQ.FOOTAGE kA. N VA 4c;>E I : 0 OF UNITS PER FL( )TOTAL( CONSTRUCTIONrfPIEI . TYPE IV(UP) FAMIt TOM MIXED CONSTRUCTION(SPEC'IFY) ODER to oly % TYPE TYPE If C > TYPE V(P) CHAPTER 6 TYPE III C > TYPE V(UP) > LAVAIM TYPE IV(P) TYPE VI(0) C > TYPE V1(UP) 1AF. AT ON FLORIDA 100%ADA COMPLIANT YES( j NO( j VERT.ACCESSIBILITY YES( NO IDENTIFY 20%MNDI ACCES31BILTY CAP UPGRADES AN CIE ACCESSIBLE ENVRAN INK- won 16AM TOLU CHAPTER 1-1 ACCESSIBLE ROUTE TO ALTERED AMA ACCESSIBLE Room Nam ACCESSIBLE DRINKING FOUNTAIN ADDITIONAL ACCES4113LIE ELEMENTS MEMO • M bit CA FIRE WITHIN FIRE DIST, YES( NO( ) SPRINKLED YES( )NO( j TYPE Igoe RESISTANCE ASSEMBLIES/COMPONENTS HOURLY RATINGS SYSTEM DE31011 CHAPTERS 4&7 TENANT SEPARATION 7_1 IQL INTERIOR WAL (BEARING) • MAY INTERIOR WALL(N MM4 FM`A=5115LE'OR HANDCASM gi::; ON-REARING)' WON I PAWM 16LAWN AT ALL DMUD ` w tAVATORE&MM 6OUTM GW&L CalFLY UTW APMCAKE Na OF THEEXTERIOR WALLS RASE A&KAM" *VtICM W16AMITIES ACT(ADA) FLOORICEILING -7 y CA'L ROOFICEILING Note: All hardware.-shall comply with ADA dis-abled. access 1) fie' r COLUMNSIBEAMSffRuSSIES requirements* ....... OPEN PROVIDE CALCULATION FOR All interior - doors shall have lever type handles I MEANS OF MAX.TRAVEL DIST,TO AN EXIT FT.) 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(( ... , ..�. _ ____.._. . _»..._•___.•_--__•._......__..-..� ....,.-.__...,.. .,ww RMWIfIlri 4:21 ioi?0*411.�,4 i '.ati Y...,•Jatr`f'4:.�:.i:;.:inti Ar'.:C�i-i.:?o'�L.µ'•!;'�::1'f..,!i._. -1..�-.,,y.!•..,,.......�x�- .:,.” �.„Y•.-c MuF "r( Y. ;1� .-._ �.._.. _-,.._,...»...... - _ :a3�T6Cf�.»'73aCkD".7fr'_.�'$�.S.,a''�CiL�Yii t"�.s.• Y�v. '3�"..� Lo "M pp .rwd'` ...:,a..•wwwv.'«� SOON Vow- r / Q� 60-1 , . - L ..e..:..•.....erx•.w.,-,_...,wry+,.++.,a.,eas eY•,. ....,.d.,;.,,f...:,... - ___,..... o si .... 4T f 0, 00-00 Nk .rgyar� ..��r..++.-�,�+sn+•r+nr+.:•w�.•�,..�. t,•,..r 1 T �_ _"�a <.; 6�-�'�+i='� S, a _ r• A f ` � it i Ijt �� rr,.:..r.,,,.�. rR'fs• r^,4'.yr,._•,--+R-,�"Yf•`_r_ '9. � t . 5 r � � •X � + i if _ N li ._....., _..__ ..-._ A iiM —'• ,.v.,_..- '� _ems ; wl NIIIII 7 0 4 Joe z i i S S a k' msµ• � M.r,O�GiW.y4 •, 3 ....,. a/.--,_,�'•'. .-".. , I � a Y t 01 OL IL NIII i Q1 : LM L ILL CL ro f .,1ti'♦ 111 . o a. ' t n __15� Cl) i AMACtN ,,, .,, waw.•:...•.••..wrw.,+rts•w'r'...«...N.'�swtk to _'_`y' � � � •� NCO" 405"- 410 LL IN Aft • � ,'. � �•ter. op ' - ` � - --.,... ..r+.�+•z,�u..' �•`�^"x�--r.++�.. �sv��+ss!�::�.r",�rr•;w� ��.-r�.�+x cw�..sA_�xm.a>�+,:.�-,..,..• sr_. .. � V I-- � M r �' � � i/y11X'C��lR�}!!��p��T' ; fir., r• �z. 111AIIIto fid orY t• 55 �, S GENERAL NATES 1. DESIGN LIVE LOADS 25 - 0 25= 025 - 0 25 - U ROOF 20 P,S.F 2, MATERIALS CONCRETE f'c = 3,000 PSI REINFORCED BARS ASTM A615, A305, GRADE 60 WELDED IC GAGE 22, 1-1/2 INCHES DEEP,Tn185SMME7ALDECROO0.1393 IN 3 PER FT. STRUCTURAL STEEL, PLATES, & MISC ITEM ASTM A36 D N � Oee - - - - N � TUBE SECTIONS ASTM A500 GRADE B ° >e o 8 % o >: ° CD ,, � BOLTS ASTM A-325 WELDING RODS E60 SERIES ....................... PREFABRICATED RIGID FRAME BUILDING BY IDEAL STEEL, INC OR EQUAL TO MATCH EXISTING SYSTEM 3, FOOTING DEPTHS SHOWN REPRESENT THE MINIMUM DEPTH TO WHICH FOOTINGS O si Sl SHALL BE CARRIED. FOOTINGS SHALL BE LOWERED AS REQUIRED TD OBTAIN - � SUITABLE BEARING. ALL UNSUITABLE FOUNDATION MATERIAL SHALL BE REMOVED � WITH FOOTINGS RESTING DN UNDISTURBED SOIL WITH A MINIMUM BEARING N CAPACITY OF 2,500 P.S,F, UNLESS OTHERWISE SHOWN IOR INDICATED. 4, NO FOUNDATION WORK SHALL BE INSTALLED UNTIL ALL FOOTING WORK HAS BEEN COORDINATED WITH UNDERGROUND UTILITIES. FOOTINGS SHALL BE LOWERED WHERE REQUIRED TO AVID UTILITIES. _ — 5. TO MINIMIZE WEATHERING, THE LAST 6 INCHES OF EXCAVATION FDR ALL � FOOTINGS SHALL BE MADE IMMEDIATELY PRIOR TO PLACEMENT OF FOOTINGS C HPB I *BO 6. ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH ACI 315 OR LATEST EDITION UNLESS OTHERWISE SHOWN, si 7. ALL CHANGES IN FOUNDATION THICKNESS SHALL BE SLOPE AT 45° 1 8, REINFORCED CONCRETE SLAB SHALL BE 5" THICK WITH W6x6-W29xW29 WWM _ REINFORCEMENT PLACED AT 2" ABOVE GRADE. o 9, CONCRETE ADMIXTURES/FIBER REINFORCEMENT/MIX SHALL BE APPROVED BY 5 //Si CONCRETE SLAB .I THE ENGINEER-OF-RECORD BEFORE USE. W / 6x6 W2 , 9xW23 W , W ,Fi CD �D 10. CONSTRUCTION JOINTS MAY BE ADDED, OMITTED DR RELOCATED IF PROPERLY FVER S MIL. VISQUEEN DETAILED ON SHIP DRAWINGS AND APPROVED BY THE DESIGN ENGINEER. � FIVER MIN 8 // COMPACTED — � WAy 11. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL ❑PENINGS, S� TREATED SILL �f� �-,�� ,�,;'�'T{pj SLEEVES, INSERTS, ETC. WITH SHIP DRAWINGS OF THE EQUIPMENT TO BE INSTALLED. � r12, CARE SHOULD BE TAKEN DURING PLACEMENT OF POSTS AND FOUNDATIONS F_10-0-1 BPB soe ❑N SLOPED BANK, NOT TO DISTURB THE EXISTING STABILIZED BANK ANY MORE � ........ _I � I THAN NECESSARY IF BANK BECOMES TOO DISTURBED OR UNSTABILIZED, AN EROSION CONTROL MATTING SUCH AS "ENKAMAT" SHALL BE INSTALLED TO STABILIZE THE BANK. SSD➢ING OR GRASSING SHALL BE INSTALLED T❑ RETURN BANK TO ITS ❑RIGINAL CONDITION. 13, ROOF SHALL . .AVE A SYSTEM CONSISTING OF ASSEMBLIES AND CONNECTINS REQUIRED TO FORM A COMPLETE ROSE SYSTEM OF RESISTING ALL GRAVITY AND WIND LOADS - AND COMBINATIONS THEREOF AS SPECIFIED BY THE REFERENCED CEDE. O CD CD Ou CD N 3 e0 0 00 � - - - - - � e � - - - - - - - - - CIS - - 00 00 00 L+_I 100/ - 0 " � FOUNDATION PA3/1 ro 1 ) —O)l �I 2- #5 CONT, T , & B. \\W ADD 2-#5x4/ - 6/' T ,9<B, PREFORMED W / #3 TIES @16// D.C. / #3 TIES @EQ, SPACES ADD 2-## '- 0" KEY JOINT . 1 2 \A A VIAV � < � 0 I , 4 4d o 0 � � I � CONSTRUCTION JOINT N N N �e- - a'a '- - �'• � � �'- - �- `�`- �, � SAWCUT 1 /8"x1 1 /4Ad ' DEEP 0 �3' - 6"x5' - 0"� �3' - 6" x3' - 6 .X. : x � . . � ,: ;x . S ECTION 1 SECTION 2 S ECT � � N 3 CONI 1 Ro � JOINT N.T.S. S 1 N.T.S. ji NTSS E C T I D N N.T.S. S 1 FOUNDATION PLAN FOR WAREHOUSE & OFFICE BLDG FOR KSH PROPERTIES ow„t aiozo St. Atlantic Beach, FL SCALE: AS NOTED APPROVED BY'. DRAWN BY�MWL / DATE-.11/19/04 IREVI.1 1/19/04 PAUL S. LI, P.E. DESIGN & CONSULTING ENGINEER 9218 CYPRESS GREEN DRIVE, SUITE 8 & 10 DRAWING NUMBER JACKSONWILLE, FL 32256 - 041 121 -S1 5"), 531 95 , 5-7 West AeT ::- 5L 16 N, PLUMBING GENERAL NOTES TY� 1 ,A11 work shall be installt-Ad in accordance with Florida 2001 Yti� Aplumbing pevisions 2 . Plumbing contractor shall be licensed and have mechanical skills to perform- indicated work. t 3, All fixttures shall be installed 'as per mfrso recc.omendat ions. 4. The work shall be coordinated with other trades 5 . Contractor shall verify the location and depth ofall- reqd,, utilities at the point of connection. Lines run under slab wp� shall have required min. slope and clearance under. the slab. Route all above ground piping tight to bottom of structure, walls and beams. 6* Water supply system shall be CPVC with solvent welded CPVC 3ointsePtovide shut off valves at all fixtures water supply connections. provide vaccum relief valve and heat trap on hot water supply line at water heater. Water - supply system shall be subjected to a hydrostatic pressure test of 100 psi min. and maintained for a period of not less than one hour. 7 . Waste and vent piping system shall be schedule 40 PVC with solvent welded PVC Joints. Clean outs shall be provide as by code and indicated on drawings. Test system by required capping lines and f illing with water -to roof level and allow to stand until inspectionp erformed. 8, All piping within fIre rated walls shall be fully rated and penetrations shall be treated to maintain fire 'rating and sealed 9. Provide trap primers at locations required by code. 10. Slope sanitary lines 311 and smaller at 1/411/foot and 4 and larger at 1/8"/foot. 11 . Plumbing contractor shall coordinate all equipment installation with manufacturers instructions and specifications . 12 . See Equipment plan for locations and requirement of equipment, 13. Plumbing Fixtures : Disabled toilet : American Standard floor mtd. flush tank Cadet #2216, 143 16 1/81, height Disabled Lavatory: American standard Lucerne wall hung with concealed arm support (rim at 3411 aff)with American Standard 2385. 130 faucent ;an drain insulate P--trap waste 'pipe and hot water line. 14. All other fixtures as shown on plan or selected by owner _C1001 /010 LM It LJLAlk- IL • r.L LM 4a CL (df*W LM U I -LIU 1-1:LI %--1 I-U I I-lilt Ir PAN-01 I I I V Af krr cc 0 0 0. > 0 C� COO cc TTIT7111 31 5-5 5 7 cp low il 10 md" w -ol Alt 410 N 4qAM low- VOW, .itFYJ�Xi'.YA' 1 a... ; A Z--r wo mo 946 C�Clov 74 S' 'Woo coo t 50 -1A NIN. CL co Ul) "t C) Q CFJ uj LU LO N ui CL LL Ao LLJ LO IL**J C\j Cf) 0 -j C LLj a:LL OO mr co 5 0 CD co 410 • 1.02 LM 41SP, IML fall 19 4j ! r f ; CL AN, . � f s.. � Mow— .......... 44 MIUMM �,,,..�„�- ��-�� ,•.fes � �., ..- �. ALI -WAM M�lj 0 IL W . ` v Iowa ,now Lm ULM Poll TI 'Ile C4 C4 cc a +tl �r 7 QS �� F 229000 AIC THE SLAB GROUND MUST CONSIST OFA 20 FOOT SECTION OF 1/2 INCH OR LARGER REBAR LIGHTING FIXT URE SCHEDULE 20 FOOT LONG BURIED IN THE SU16 OR FOOTER OF THE BUILDING. THE END OF THIS PIECE 4 WIRE -' S/N � 24O VOLTS OF REBAR MUST BE TURNED UP AND OUT OF THE CONCRETE IN AN INTERIOR WALL AND MUST 120 208 VOLTS, 3� � MBKR 20O AMPS - _ 8E S[.EEVED WITH ANON-METAWC PROTECTIVE SLEEVE WITH ENOUGH R00 EXPOSED TO ALLOW E � � THE ELECTRICIAN TO ATTACH THE ELECTRICAL GROUND CONNECTION. PAN -- LOCATION: TENANT SPACE � FLUSH �P FED FROM: TEW- R ABC TRIP DESCRIPTION OF LOAD �A �E MANUFACTURER CATALOG NUMBER SIZE QUgN. �� ATG. HEIGHT REMARKS 13/0 CU GROUNDING ELECTRODE CONDUCTOR � TRIP CKT 1.2 �A DESCRIPTION OF LOA 20 1 2 20 pppR OPENER �.2 METALUX 6434E WALLCLOUD F;32 T8 2 120 ABV MIRROR BATH L4GFIT BQD-TYPE CONNECTION DEVICE �illA No. 4 AWG OR LARGER BARE OF EXOTHERMIC WELD EMERGENCY/EXIT LIGHTS 20 3 4 20 DOOR OPENER o.4 MHWL-175-MT-PE/MT 1175W MH 1 208 CEILING EXTERIOR WALLPACK WITH PHOTOCELL COPPER CONDUCTOR OR STEEL .4 RECEP�ra�s (2) 6 zp BATH LIGHTS/RECEPTA� g LUMARK _ REINFORCING BAR OR ROD NOT NON-METAWC PROTECTIVE SLEEVE 20 5 �'4 LUMARK NHSS-PD16M-400 �W MH 1 208 CEILING NIGH BAY LIGHTS LESS THEN 1/2 INCH DIA. CONCRETE FOUNDATION ,6 RECEPTACLES C3) 20 7 $ 20 0/H LIGHTS C _ COURTLEY INTERNATtON�L 4831-15E '�� Q� � 120 ABOVE MIRROR SCONCE: LIGHT .4 RECEPTACLES (2) 20 9 1 0 - D "' 3 _ HEAT PUMP (FUTURE) E SURE--UTES LPX-70-RWH-OH-WG12 LED 120 CEILING OR WALL EXIT/EMERGENCY LIGHT COMBO .6 RECEPTACLES C ) 20 11 12 - v CC--4-WHSD IPAR36 2 120 7' 6" AFF EMERGENCY LIGHTS d � .1 SCONCE LIGHT'S 20 13 1'4 _ F SURE-CITES _ _ sumaddR RECEPTACLES (2) �g - AHU (FUTURE) G NOT USED ..� �° ' � .4 Fl-� 20 15 .4 FLOOR RECEPTACLES (2) 20 17 �S 1.5 ��' t. � � �ur�s r� W. wst�tlE� wttH nECTMW e�u.tAsis. ts�25 t�Vo�nt�eiw.�esr: 27 � SPARE 0 19 20 30 WATER HEATER y � u�r �. ��ra ro: o�w euw� D uafrr+c Cowc�: 2 J� FL 32217: 904-398.-9562 r SPARE 20 21 22 - 20' mow SPARE 20 23 24 SPARE - 25 26 - - - _ 27 28 - - _ SERVICE GROUNDING w - 29 30 � - NOT TO SCALE � �,. 0 141 TOTAL LOAD Kl _V_ACO LO : - . z� HINGED DOOR � � M � w w NOTES: z � ,� " � N 4 WIRE - S/N 42.000 AIC 120 208 VOLTS, 3� - ¢Q VOLTS 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE W(TH THE 2002 NATIONAL ELECTRIC CODE (NEC}. THE 2001 FLORIDA -' w � � " �0 X c N MBKR � � BUILDERS CODE AND LOCAL CODES APPLICABLE TO THIS TYPE OF INSTALLATION. � � O- � 125 AMPS PAN E L - N: OUTSIDE � SURFACE 2. ALL WIRING SHALL BE THWN COPPER, CONDOR SHALL BE EMT FOR ABOHE GROUND AND RIGID PVC FOR BELOW W LOCATION* KV A / GROUND APPLICATIONS: Z FED FROM: METER yip�� A 8 C car TRIP DESCRIPTION Of LOAD DESCRIPTION OF LOAD ,g 3. NEUTRAL WIRES SHALL BE SIZED IDENTICALLY WITH PHASE CONDUCTORS. UNLESS OTHERWISE SPECIFlED. NEUTRALS z �(�/q 20 � 2 Zp EXTERIOR RECEPTACLES SHALL NOT BE SHARED ACROSS MULTIPLE BRANCH CIRCUIT'S. Lo cv EXTERIOR LIGHTS EXTERIOR RECEPTACLES �6 W co N ,1 _ 3 4 20 RECESSED HD( HEAD LATCH 4. ALL CONDUCTORS SHALL BE X12 AWG CU UNLESS OTHERWISE INDICATED. =� `�� Z � Lu 20 5 6 - BLANK 5. ALL LIGHTING AND RECEPTACLE CIRCUITS SHALL BE RUN WITH A X12 GREEN GROUND WIRE. 1.1 EXTERIOR LIGHTS 7 $ - BLANK 6. EQUIPMENT AND LIGHTING SHALL NOT EXCEED THE POWER REQUIREMENTS SPECIFIED IN THE LIGHTING SCHEDULE. � 20 9 10 - BLANK 19 � 7. LOCATIONS OF ELECTRICAL EQUIPMENT ARE APPROXIMATE AND SHALL BE APPROVED PRIOR TO INSTALLATION. � Y cl SPARE 12 - BLANK � � SPARE 20 11 KVA0 - ') � �q 8. EXTERIOR EQUIPMENT SHALL BE INSTALLED USING RIGID NEMA 3R RATED ENCLOSURES. � s TOTAL LOAD 9. ELECTRICAL CONTRACTOR SHALL VERIFY THAT THE CIRCUIT BREAKER, CONDUCTOR AND CONDUIT ARE ADEQUATELY �~~ 4 SIZED FOR THE NAMEPLATE RATING ON THE EQUIPMENT AND FOR VOLTAGE DROP BASED ON ACTUAL CONDUCTOR RUNS PRIOR TO ENERGIZING CIRCUITS. 10. ALL PHONE/DATA RECEPTACLES TO BE ROUTED THROUGH 3/4" CONDUIT TO THE POINT OF DEMARCATION AS = j SUMMARY. SHOWN IN PLANS. USE CONDUIT W/PULL STRING (SEE RISER DWGRAMS). MOUNT 18" AFF FOR ALL ROOMS. ELECTRICAL LOAD � ELECTRICAL LEGEND-L... 11. ALL EXTERIOR LIGHTING TO BE INSTALLED WITH PHOTOCELLS. PER TENANT 4�50p VA 1 2-3' CONDUIT 12. UTILITY TRANSFORMER TO BE RE-LOCATED AS SHOWN IN THE SITE FLAN. E.C. IS RESPONSIBLE FOR PROVIDING Q 2 x 4 FLUORESCENT LUMINAIRE ►„�GHTING 150QSF )&A/SF �M PSL NEW TRANSFORMER PAD AND RUNNING NEW PRIMARY CONDUIT PER CJBEU REQUIREMENTS. E.C. SHALL ALSO RE-FEED RECEPTACLES 15X30 VA 2.700 VA EXISTING BUILDING WITH 400A SECONDARY SERVICE. Q ENCLOSED FLUORESCENT LUMINAIRE EQUIPMENT _ 6 GROUND WIRE FROM ,5" ACCESS CONDUIT TO TENANT EQ _ 1.200 VA � _ 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE COMMENCEMENT OF WORK. COPIER � 1.500 VA ELECTRICAL POWER -1008 CONDOR. WALL MOUNTED UUMINAIRE APPLIANCE 2 X 100VA 1,500 VA GROUND SOURCE. SHOP DRAWINGS FOR LIGHT FIXTURES TO BE PROVIDED TO OWNER FOR APPROVAL PRIOR TO THE COMMENCEMENT OF WORK. Q WATER HEATER � 14. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. NTED WALL PACK STRiP HEATERS 900 VA Ow 8.000 VA 0 BUILDING MOU gf{U'S FAN MO'f0t 1/2 HP x'200 VA T PUMP 208VK 32.6A 6'800 VA TAIL 15. FIRE ALARM SYSTEM DESIGN BY OTHERS. EMERGENCY BATTERY PACK WITH TWO LIGHTS 25 �� M0� = 1,,� VA TDE un- INTEGRAL EXIT LJGHT = 29.100 VA NOT TO SCALE TOTAL PER TENANT INCANDESCENT LUMINAIRE HOUSE LOADS O 4) Q HID LUMINAIRE FRCP = 900 VA CL in � 2.625 VA EXTERIOR UGHTI �X200 VA 0 S SINGLE -POLE SINGLE THROW SWITCH (SPST) SIGN REE WAY SPST SWITCH DUPLEX RECEP1fACLE WAD- MOUNTED 116.400 VA t 4.725VA _ �g.2 �� AMPS = 208 VOLT X 1.732 L DUPLEX RECEP1fACLE WITH INTEGRAL O Q � GROUND FAULT CIRCUIT INTERRUPTER SERVICE wIREwAY PANEL a PANEL B PANEL 2c I AV �Po DIS�NECT ""' -- • FLUSH MOUNTED FLOOR RECEPTACLE WITH COVER - --� - -' O O O O TELEPHONE RNID DATA WALL OUTLET/R120/208V EL HP cm ECEPTACLE5,12I f 4r � N If COMBINATION 420�� AIC V � BOX; SIZE PER N.E.C.) 42�c � L � � JUNCTION C L C � � NON-FUSED f CON ECT SWITCH 13 (FRAME SIZE9� PO /ENCLOSURE) TUBED DISCOh4NEC7 SWITCH 60 CL � E � � Eh (FRAME SIZE/,'� POLES/FUSE SIZE/ENCLOSURE) UTILITY CO. PAD 24' MIN � MOUNTED TRANSFORMER V f� N M � PANELBOARD (SEE SCHEDULE FOR CONFIGURATION) (RE-LOCATED PER SITE PIAN) ti TYPICAL FOR EACH H � � N cv0o OR - NUfMBER DENOTES HORSEPOWER TENANT SPACE p - GRADE � � � � 25 MOT �- BRANCH CIRCUIT HOMERUN: H L LONG HASHMlARK WITH FLAG DENOTES GROUND WIRE OWNER SPACE 2 � LONG HASHM�ARK W/� FLAG DENOTES NEUTRAL WIRE ^-� " SHORT HASHIMARKS DENOTE PHASE WIRES �- 4-#350 KCM CU (2 CIRCUITS SHOWN) TYPICAL: 4 UNITS HASHMAF�KS DENOTE 3 WIRES S 2.5' C NO X3/0 AWG CU GND 4-t3/0 AWG CU (GROUND, NIEUTR�►L. PHASE) _ SEE NOTE 1 1- 6 AWG CU GND FRCP FIRE ALARM CONTROL PANEL RM PULL STATION DEDICATED 120V (HP1-1) SS FACP DEDICAiONE (LlFIRE AW DIALER DEDICMONE (L2) FIRE ALARM HORN STROBE DEVICE L FIRE ALARMI STROBE DEVICE NOTE 1. PROVIDE SERVICE GROUND/BOND PER ARTICLE � RISER POWEf� RISER DIAGRAM 250-50 (A) THRU (D) AND 250-104 (A) THRU (D).OET�CTOR FIRE ALARM - O SMOKE N07 TO SCALE NO SCALE T DETECTOR HEA ul GRATE7 PAVING qt 1.1 SET POSTS AND EXCAVATE A 4"x4' 12.5 1 12. 8 TRENCH UPSLOPE ALONG THE LINE 2. STAPLE WIRE FENCING TO SOD t; •• .. ..• ,. ; ,• ° :. • ' •, • ° + ••; ar OF POSTS. MIN, 6' THE POSTS, • . '� d -0 FROM '.: :•....:. ,... .* •�• • . . PROTECTED TREES< LO60 a 2"x2"x1 4" L PVC A 4 MIL trj '� NOTE- CONC. DESIGN �►' POLYETHYLENE 11 . 5 I I I I11111 fill 1111 '�j'1 / to STRENGTH 4,000 P.S.I. W> ' / f � C} ' f tl / /./• ' ` �''-- I i I I I I I I I I � �• � O l CD •'/6/, SOLITEVol.< 10 .1 �D III �' I I I A '�f / . °•, CSI I I ► i I / �/ / / r // ,/ •/./,, !,./,i #124 � p ,•/�, ,�,/�, / 1 1 1 1 1 1 1 1 1 1 I �, ./,;//,/ilk,,;/ r a „ / /1/ ;fi�/ / V I I I •/ r r 9.5 d /, / /•//• / / /�,/, /••/ I I 00 SOD ' ' °' .4 o //,•i//,j//f /i• /l�f�l� " REINFORCED-k, SLAB 3 THICKe '�'/•�,i,', ./ �.i,1i I CONCRETE . /P n ' °e as '' '/ '/•�/ //'/�'./' WITH 6X6 10/10 WELDED WIRE '!FABRIC FILTER FABRIC 8 C 8 12 0 PERFORATED 4� 5 » 2 » 2 18 X80 � 41 BACKFILL AND COMPACT THE PLASTIC PIPE EXCAVATED SOIL, ALL EXPOSED CORNERS 5.0 SOD oiMUNiT=4) AND EDGES TO BE CHAMFERED 3/4" 3, ATTACH THE FILTER FABRIC TO 2" 4; 2'~,. >> CTHE WIRE FENCE AND EXTEND IT 3 6-3" N.T.S. INTO THE TRENCH, •v' •::. ••. 4' 0 ti 2 x2 x1/4 ANGLE IRON SEAT 1111111111111111171 717111 11 • ... i'i 5 .� ;:C..l W. CotCPTE AT 3U�0 P51 ..... P� # CPTt~AND.. . ... SIDE DITCH GRADE J w 14 0 'W W.F. //•, />, / // �- ��no �•STS. ,Spec.•��34� & 3�0) s�..aPE � , /�,' �,./,..,,.lf ,' �::: .�• .. • _ +-' SEE PLAN r<, f�,, ,;, /f / ;`�. . . # - '''!% ' /j'/ '/j'ij 4 BAR I.;-� �- .:. ,.. .• y• � � q 4 � 12" 0.C. B.W. - 5' SOD •. a i/ / / .ij/, /;/ # TOP VIEW- SINGLE PIPE ','.�'�:.,' > H 11 MITERED END .gZED SUBGRADE FDOT STD-SECTION �2 sYA � t � •f, . N•T.S. SPEC. 160, E B (MIN LBR 40 . jAl�/ EXTENSION OF FABRIC AND ' 9 / ! WIRE INTO THE TRENCH, SIGN N]RAG•BB NS - • GROUT, OR "RAM NEK" JOINTS APPROX. 240 LBS r N. WHEN REQUIRED t. PROV E. 1/2 PREMCLDED 'EXPANSION JOINT'S AT 3U MAS. SPACING a1 /, IN ROADWAYs. » 2 � M ❑ jQ ,� 4 � PVC 2. PROMDE,=TAY- IN- PLACE KEY CONTRACTION JOINT OR APPROVED EQUIV., FILTER FABRIC AT CENTERLINE OF .ROADWAYS AND AT 15` MAX,. SPACING TRANSVERSELY • DOWNSPOUT ALONG RDAD�MAYS. • . :P n PIPE MUST NOT BE 011 #4 ® 12 0.C. B.W. IN CONSTRUCTION 3. SPACI G S:HAL1L%flE AQJUgTED TO 'BLEND AESTHE11CALLY W TH PAMNG;;.. •° JOINT 00 'INlSF�t S' OP i �Y � 1NER. ty00 w 00 2j A C", 7 CV tV ;1�.,•��.... 1 4 MINIMUM BEARING CAPACITY 2000 PSF CONCRETE SIDEWALK ss ss VARIES (SEE PLAN) •' a ' CONSTRUCTION DETAILS CITY OF N.T.S. PLATE D-909 STORM SEWER TYPE C INLETrD • • . �Ot�D psi CONCRETE � a' is FORONN. T.S. ci FLUSH-TOOLED 4 8 0 PVC JA CKS VILLE u u Luuuuuuu EDC a DATE DRAWN 08/05/93 SLOPE a SILT FENCES STANDARDREVISED DATE 5-12-94 1/8 x1 x1 Qe, 5ff y � •' •9•• • , 21►, " �av BEARING PAD EXIST. •` '` " ' a •• . • . . 7 8„ 2Z" SIDE VIEW GRADE :� �'� r'k7/,00. ,�C �• a •. 35 / $ DRAINAGE STRUCTURE SCHEDULE PLAN. J :COA'PyA.CTED "Isug . MARKYPE N , INV*. - E. INV. S, INV* . INV. TOP .40INT REQUIRED MEN SIbEWALI� N. � 11 -7-7 11 11 JI T.S. -$ �t�JAC�N�' To STRUCTURES � S- 1 C � -5/8 0 10. 9 12, 75 • >^ I 35 1/8 --- 0 /8" .{ A.r; � C 10, 7- 10. 7 12, 75 ELEVATION Z3 S- 3Cz � 1065" 10. 5 11 , 0 12, 5 � U � STORM SEWER CITY OF JACKSONVILLE REVISED - Z � S- 4 CX10. 5o10* 5 12. 5 w U U INLET GRATE STANDARD SEPT. 1975 w w " Z U ,_j,, + t Q I N �S I a SS LNO L1 9`� �' �-'tsr ..1 Mj VE CTC ' , • . j =: • a. •'• �t1SfiA DE-MASA C1R' co DE 3 24 18 100 itswe x x�Y ..� .. 1.. ,�`1' ,� ►� "- - - - -- . . . . . . . . . . . . . . . . . . . 01A LANDING ,. AV • '► w0.1e1jead ' r• O go it s•;y!'•+;Lt/lfy •3 • •' rte+ L�, `° �''t•• • ... i wo EROSION SEDIMENT T 5 y y . EROSION �' Cf�) 13.32 Q �J a 4 � �. 89 2�• • .�•, , lv . �' ,'•f 'rE SEDIMENT B CONTROL LINES 95�1 ��' '.._' -..I FATHER .,�,� ...�.`,•: '{'•s '�. � '" L� ;•• • ', ' CONTROL ---- C 1 r 8 � I- 1 1•0 , iti• • •+• ` • 1j'•''•~� {,yr w'i ` ' LINES S 4 ; ^.�' = r , CN wo Kt :a� 3ri '": v • ..,r: ,. C.0. Q : r ::� :,.:. : N;. TH �� w J �- �a.t'.t�..,,...•., Mg's°•• j� '•� ,,, 2 /• 1• ' . �� i\!' • 7� iMY['...rte• . iI••i , I I w ..i \ ..r..�j 'a t , f"� � Fr �l�f wtj•�•.l�'ay. � •••�R iS•7'•}.r y,. t •• • a t. , WET IA P 12 0 PVC - .�. I EXISTING *i EXISTING A O EXT. .� :GL "183.11 I I 1 STORY STUCCO _ ` �s ',�'rr,�:- ::v: ti:-w .•r ! w s •. �; C .. CONC. PAVEMENT ¢,•.i.• y v '•*v Wt o, C 1 o AND METAL (MODIFY PARKING AREA) ,•..t,,,,,.r,l� ;}: yua 4 N �� , ® 18 X 6 0 _._( /NEWCD cn o o Q {.�;�r•�S ' •'f.i <.,fSL a a •7•• I -- -•�- BLDG .:f:=�- •� T � , T •.: :7. RD, No. 1200 0 E STING � Y;., . : . •; :• •. R r NEW i 6,000 SF P ONE ;. '� TRICAL BOX a . FIN 1 SH ED FLOOR 13.29 •.y fi . . • • w I ►� �`k � CONI PAD �Q� • . . KIN - - - �- �-- _ • - � .: - P AR TOr BE RELOCATED a ••% �:': � � • 0 COMP CTED 11! L EXISTING BLDG. ° C� •s..{ .: METER CENTER TO BE _ •~ '`" '• GRAVE .. . • �Y 1 'f Aat• .' "� . ' ! �� , ti ilk..'• � ;i•r� L• ai.`t.r• • . R -FED •.p .{l•' S32. NEW v r 1 ' �:'^ 1 s r r 'i• t •' �� ` 1 METE E 'S EXI T. , 9 5.5 coC. o LLQ f- ,�,,�r, .v�,, _ . ' •_:�.:�to •. . . . �. - .� .._. CEN ,•�,;k•�rr'{ `�, � : .:�; •.• �j:r,::. .�'..;• . or 0 . D d s ; �`� _ :• ;!qtr. �• ! t, o120V IER POE �- o � ° r ° A/C PADS o .. . . N a • •4 NEW I t • Q . . a a TRANSFORMER w I •�_• .t 1 .��: f' _ CN .. •° a IST. ,.:.�:.,:�..;, .; r pti . •• . LOCATION : FRE v ❑ : .•f � j;'yr• ; N ..•N y., :.� 'NEW °• •a °; 4,e . .' a••r''•,• a'tif.•.•.h{:i �' a r '�-. '• ' v G _ LOCATION e °° °a�CON C. SIDEWALK a , a w x •:,rr ;= . r• HYD ANT : • . ��.::��; � .' •, CONC. EXISTING CONC. PAVEMENT ' ''' ✓` , ' • . 1 & DRIVECf •• . . PAVING ° . s Q BLv�, 10 0 PVC 2 , • 4 w dr A .t►a' •.<r�:r, :r i ,••• •k't' ' {ra►r iI' 'wr'•a •ii?.R•rfba�h=�`. •7 •l�yp.I •/• •► ''a•• �` l •'• ` - • NEW Y 4 NEW EXIST. co raid . `� a:.•..ar..•� ' •,i•0•••••r••.•M••. •M•,n••• • •• t • \ �' � r •.1..ir.'•1�{i. �/ '•%••!. ••fir•1w• 4� Y�� • � •�� ,•• •r rM•a. ..a• � � ' ° A Sim. P C� '.. .� �' _ .-- e'• ° •, POWER 2.7 CON C. 10 0 P C 2.7 CON C. Iro „�'� S 0 �� c, :, M �°` '� 1 A tG ST a d 12 � to o� . �� pA . • .• a �ik S2 • ' 'PAVING PAVING • _ K: Nh1A G - `�' 12.9 • ' RCP `� 12.9 » �t ,� 15 RCP 10 '.°Q' 1.5 °•RCP ItJ �• a. •�512-0 PCPa 0 _0 '� • A ►�� GUY ANCHOR itJ 0.06 q. EXISTING ' 12. ° '° 2. ° . lb 0.26 �. - - SITE BENCHMARK coNc. ❑ T ±� •a d 2. ,a: • , 0,.1 4 o.20 ° c _ - ! _ SS COMMENTS a .01 �' °' ,a 8 a a 15" PLASTIC PIPE X--CU T IN TOP OF CURB POWER POLE T, S, • .a • EAST INVERT - 10.51 - , EXIST. WOOD ' _- .. O S '� C A '�� MATCH `��' MATCH � WEST INVERT = 10.27 MATH POWER POLE -�~'+�•.,.y.�` EXISTING -� EXISTING -I- EXISTING OFFICE & RETAIL SPACE BLDG �� ',\ PAVING rp PAVING b I !rj pc O FOR KSH PROPERTIES �� '��• '��• '�� ®West Plaza St Atlantic Beach F't -� + + -�- - a- S C AL s E AS NOTED APPROVED BYs DRAWN BY, MWL E) A F_%� I N I r_`\ 0 ^ FORMERLY (NEST 12th STREET C DATES 01/25/05REV= 03/09/05 L) I I N 1lj- - •• - - --- - -- L- M I N A 50-FOOT RIGHT-OF-WAYQ 1 ,s2�t_OPAUL S. LI, P.E. DESIGN & CONSULTING ENGINEER 9218 CYPRESS GREEN DRIVE, SUITE 8 & 10 DRAWING NUMBER JACKSONVILLE, FL 32256 041121 C 1 3� s l 5 7 10 let- Z a./ � wLO GRATE7 PAVIN G I t SET POSTS AND EXCAVATE A 4'x4" 12.5 12.5r,-.jl 2. 8 TRENCH UPSLOPE ALONG THE LINE 2. STAPLE WIRE FENCING TO SOD • . •• •. •• ' . ' • •.• DF POSTS MIN 6' -0' FROM THE POSTS, 00 •''••,.�•.�••'. .....• •..• �° • .; ..• .. .�,, ,;.•. f °• ' '�' • • • ' • PROTECTED TREES< w •a •s, d 6 . a 2"x2"x1 4" L PVC A a 4 MIL trjh / NOTE: CONC. DESIGN POLYE.THYLENE 11 .5 I , , , /,�� r � STRENGTH 4,000 P.S.I. / � I I CD I I I I I Q //••/// / %%/• I I ( I 1 1 1 1 I 11 .0 a n ,., I ' 0 I i/ r/%/' •��i/ /i•r/• ./' r'•/ ��%ii'� •% /' I I i I I SOLI TE / a°. CSI i 1 I ! i •/ %/1 i•/ / / ./ ./� ./•,/�% ./�/ w w o 124 �'-" // / // / i I I I 1 1/ r/•% rt, // /r•!� ,�. N p // r ///% / l l l l l i l I / ri 9.5e �° / �/ /`i ////.i / I I III 1 I I i I I •,�/j�/ � All00 SOD :a :.14 •�i/!�'%i%'�i/ri /r/i//� ,� RCED a 4 CONCRETE SLAB 3 THICK, REINFO w aa• ° WITH 6"X6" 10/10 WELDED WIRE FABRIC � 'a %i� FILTER FABRIC 8" 2'-o" 8" 12 0 PERFORATED 4� 5 " 2 � 2 " " 18 X60 j 4t BACKFILL AND COMPACT THE PLASTIC PIPE EXCAVATED SOIL, ALL EXPOSED CORNERS DIMUNIT-4) AND EDGES TO BE " SOD CHAMFERED 3/4 SECTION C 3, ATTACH THE FILTER FABRIC TO / THE WIRE FENCE AND EXTEND IT 2" -'•III N.T.S. INTO THE TRENCH, x1/4 ANGLE IRON SEAT ..............: F,5 ,�;;'.;: AT 3000 E"SI, P�� Pa Tc,A�vv :.c MEET can CRATE. '/ // r SIDE DITCH GRADE J / -C XG 1.0X1 .:W..•�Iil. '. �%/f/•!/ !/•/% �- ._ n STt�. .SPEC. 34S & 350) ' -.�,�.•,... ..• .:.r.. ••. SEE PLAN / f/ / %r /•/ %r'.% #4 BAR • i�T�f-- - .' :. /�r• 41 r % , .ii / , %• If sun Z #4 C� 12 0.C. B.W. -+ -- 5 SOD ;• . • •• • +. •+ • '. ° �/ / i%// cn w •• • •.. • • ••• •• • •• • •, •:•• 4 • •• r TOP VIEW- SINGLE PIPE Q 41 4 4 ,� ,% > MITERED ENDr'A`� 1BZED SUBGRADE EDOT STD• 8 SECTIONS�AB�Lt . a %•i ,/, , i SPEC* 16� TYPE B (MIN LBR 40) //%i i%!i./, � 41 41 N.T.S. SP ./ i• / ,/' EXTENSION OF FABRIC AND � / WIRE INTO THE TRENCH. �. .. GROUT, OR "RAM NEK" JOINTS APPROX. 240 LBS p ' WHEN REQUIRED uoo 1. PR�3MM. 1/2 PREMCLDED EXPANSION, JOINTS AT 30 MAX. SPACING a IN ROADWAYS. �� ❑ ❑ 24 4 0 PVC . a a 2. # ROMDE.� TAY-�IN- PLACE KEY CON'TRACI)ON JOINT OR APPROVED EQUIV, FILTER FABRIC AT CENTERLINE OF ROADWAY'S AND AT 15` MAX. SPACING TRANSVERSELY ° ',• DOWNSPOUT ALONG :ROADIHAYS. • • ��..-: PIPE MUST NOT BE #4 ® 12" O.C. B.W. IN CONSTRUCTION • bt:A17L\ 3. SPACING":SHALL`6E 4DJUSTED TO BLEND AESTHE11CALLY NTH PAVING--{ d'• JOINT FINISH A�S':'APf�Rf�1J D 0�INF . W I 00 a 24 1�1 , #4 ® 6 +0.C. Be We MINIMUM CONCRETE A BEARING CAPACITY 2000 PSF RETE SIDEWALK VARIES (SEE Pte) ' a CONSTRUCTION DETAILS CITY OF N.T.S. LA -9 STORM SEWERTYPEP TE D 09 C INLET 3000 psi CONCRETE M ° �� FOR N. T.S.uuuuuuuuuuu uf�U TOOLED 8 0 PVC JACKSONVILLE EDGE a DATE DRAWN 08/05/93 SLOPE a SILT FENCES REVISED DATE 5-12-94 ❑ ❑ ❑ - • ' STANDARD 1 . 2�" " BEARING PAD EXIST. o' v ,> 2 SIDE VIEW GRAD a• ° 35 7/8 � E ��•�� DRAINAGE STRUCTURE S: . :Co�I�.Ac�TE� . '•••..' `.PLAN •�/2toPREPORMED XPANSI{3I�1,s-uMARK TYPE N , INv. E* INV* S41NV41 W., � Nv. TOP JOINT ��QUI�ED WHEN Stt�E.WALK N.T.S. Is ADJACENT` TO S7Rt1CTURES ,� S- 1�-5/8 � o. � X2. 7 C �-1 $, " 35 / S 2 C 10, 7 10. 7 12, 75 Fr _j ELEVATION Z3 S- 3 C 10. 5 10. 5 11 , 0 Z 12. 5 STORM SEWER CITY OF JACKSONVILLE REVISEDLo zmS-4X � CO10. 5 10. 5 1205 wv � w INLET GRATE STANDARD SEPT. 1975 10 txw + + + a I 0 O �� • � a {� +� h .• •www ,.• • ... • ��1••tr�1: r t•'•� •ty�.py - .. • , mi CT SS LNO VIA Ln (&cZ_"3 0 OMA CT " 4 , }-- •�Ml CTS ' :�' 20 .� y Al . ��.::...- �, aDl�a�cT. .3 24 100A, DE 00 A v� . jIV - - - - - - - - - - -- 0 ��11 " , 1�7f ,-„ iA L 01IN4 r /1A •+ � r4•Tyr,r/•. sem..�11�i•- y. ''�'� '/��•f+ �.� •� �C I • wif w M O i►[r11� O t , y� •� , �• • ••a• i • i , 7"3F5 se.. ' ' :�, • • •, '' ''. cofill 171 YVjI '/M(.1 ` `ice ' ... ,¢ .' r� s f� • e -- -- EROSION SEDIMENT '• ' . • � d '° \ ` �D•• �� •�� • �,� M`S.Y� Y ' •Y�•_jJ�Y.,•a A�. •s • , • �t'{r�•�D. EROSION 13.3 2 ° a a ° V �i: Ya+ •T^■ +1•Ij• # /<<T • - • . . SEDIMENT 2 CONTROL LINES 1 ii i• 95.5 L-1100 !. .y *`- -, r FEATHER CONTROL � C 1 -� :' j? � . WOOD ? 1r�•y:' rydl v a: 8 �'ll�� 11•O �• •r •r ..•' CH OVY , •� ''S• 1h�.YY1'7 �ill .• ,. ''' •.. LINES �� •' '' f y� y•�af .1 ,w' 1:+•J••• S Y.' J? '.. t. '• . < •' C 0 THY :CT ' ":? '•,•'`•` • • `� '' •i+ r oylot- et Ies�/ is A t� • .SP,�Y,tK�Y..,J;s - r .� ,�. ,� t• 12 0 PVC I I I I EXISTING a �a ' � o��g�I �• � :� .� ----- E�CISTING ^ A EXT. .a ...RIR..tl. . . . .. .J: ' - :::• . 1 STORY STUCCO •• � •:: ,::�..:r.� •y:.Y .,w .,. - � • : :. ..; I G uc - w w CONC. PAVEMENT �+. .� w .t. q�AND METAL (WODIFY PARKING AREA) ,:•r pw @� (18x60-7 � I NEW BLDG `° �° �____' ,`• •••A{ . ! f.r ...w} M� r on ;• „'• :. . . i �• y ' • w •J. J t• E STING N o 12 0 0 :':�J'� .s;• ., _ +. NEW I 6 000 SF P ONE _ '• !1 TRICAL BOX FINISHED FLOOR - 13.29 . ° °hy' t t •l • NPAV D CONC. PAD a LL �y;... .., : �•- �; '; s� ;t.J• C R K I N - -- r O. BE RELOCATED P A CTED L EXISTING BLDG. y7(Comp� I . METER CENTER TO BE _ � „.xr: r �• �.`�• ..,...... GRAVE ) .._. ._... _ _ �.,'. :, y. h.; i `3„h•\► . R FED , .. M;f;, r •. NEW •Y Y ' -` ' iL' t ; _"• . . t .. ,. , ;• 1 , I • EXI T. • I METE ''J �s' •_ .:.' =• ',�.,•• .'• .: . . 95.5 CO C. 0 0 L1J F-.- ILLK,:+ CENRD ER 0 �_ fr•< � :�.;, ,,' : ,,:.,•`. a-, a a A/C PADS o P O E Q N a •d NEW CL V- w •d a ^/) ��1w•1 �• f iry I• + Nri.!t rS -;'1 ' ;... �• 'tC. CN fs '`- ' , a•• '° ° ANSFORMER � IST I10rt i•}r•' •y; . , :, .... � •,?, . . ,• Q` '• TR W ,�K��vv\K n �f 1 "A •y.,� r J • a LOCATION FRE . NEWLOCAT v ,;,: ,,,,:r!cr•,:...,. .: ��t. ..�: ,.. � .. ,.•,;. • .,� • .a 'CONC. SIDEWALK 4. as �,, HYD ANT O 'ijjy ! ras�. �•• ' ;:: . CONC. a EXISTING CONC. PAVEMENT PAVING. 10 PVC S1, & DRIVE A'AA BLYU'` Y••• .. • :tk S•x is j, .?. „?f iwi.j:..,',,`;•♦; •,?t„V L. -` ` •; J•, . NEW • NEW EXIST. Co • ` "_ '• O� .r rM.•. •it - A Sim. POWER P 0 N ... ' um, 2.7 CON C. 10 P C 2.7 CON C. "�1 0 _ �� o fir°` '� ST . • Q . ., 12 0-IR �� S2 ' . PAVING N. PAVING �, `l,• •• = �. `� RCP �`�' 12.9 2.9 a '� Q K:••-PENMA G .12.9 . 10 1�5 _RCP . . 1�0.1s �• 5 .0 PCPs • ►� 15 0 RCP .1 . k ►�� GUY ANCHOR It10.06 a 4 .• • • a EXISTING • 12 a�° b0.202 0.26 - SITE BENCHMARK CONC.c. RESUBMISSION •a'• ° 2. ,o; 0,.1 a a. C __._ ..._ - X-CU T I N TOP OF CURB POWER POLE ° SSS . o' o � '• '. �' .• •• •°' • ,' .a •: � d °, . a' • . 15" PLASTIC PIPE COMMENTS N , -�. S, • EXIST. WOOD EAST INVERT = 10.51 = �---- s 9.0 /MATCH A '�� ZMATCH OWER POLE �� ZMATCHWEST INVERT = 10.27 , iP . �J�J CS� EXISTING �'" EXISTING • OFFICE & RETAILEXISTING �� SPACE BLDG PAVING 4j� PAVING �� PAVING D� a FOR KSH PROPERTIES �r '�� '�� N� IS ®West Plata St Atlantic Beach F+ + + + V I_ SCALE: AS NOTED APPROVED BY, DRAWN BY' MWL 110 A D A I N_ IFORMERLY WEST 12th STREET �--- C DATE 01/25/05 REV, 03/09/05 ------ - -- - - - A 50-FOOT RIGHT--OF--WAY ) Q PAUL S. LI P.E. DESIGN BSc CONSULTING ENGINEER 9218 CYPRESS GREEN DRIVE, SUITE 8 & 10 DRAWING NUMBER JACKSONVILLE, FL 32256 041121 -C1 GRATE7 PAVING � �., SET POSTS AND EXCAVATE A 4'x4' 12.5 12.5�'12.8 TRENCH UPSLOPE ALONG THE LINE 2. STAPLE WIRE FENCING TO SOD ; •• .: • ..', • .,; 4 , 4 ` OF POSTS. MIN, 6' -0" FROM THE POSTS, PROTECTED TREES< a6 0 a a 2"x2"x1 4" L 4 • pvc A7 a o 4 MIL -0 czJ ��/ NOTE: CON C. DESIGN POLYE.THYLENE 11 .5 �'iSTRENGTH 4,000 P.s.I. � • . :• , f� ;' !/ � �''.•- I I ! illi ! ! I '�'��' �- %n Lj 0 n Q d j ,i I •° . ! i /,/, /,• ;%i// .;•ii;/, ;i �i/ /'�i%ji/ii';i 1 I I I I I I I I I ZSOLITE •" #124 ' • 0 % CSI , jii•,/ % / ; I I I I { � ,•/- 905 d ./• / / / / / / ,% /•/ I I 00 SOD /��, %�, CONCRETE SLAB 3" THICK REINFORCED : . ''�. WITH 6X6 10/10 WELDED WIRE FABRIC FILTER FABRIC 12 0 PERFORATED ' 4� 5 » 2 " 2 " " 18 X60 j 4, BACKFILL AND COMPACT THE PLASTIC PIPE EXCAVATED SOIL, ALL EXPOSED CORNERS (DI UNIT-4) AND EDGES TO BE " SOD CHAMFERED 3 4 SECTION 3, ATTACH THE FILTER FABRIC TO ' 4; 2'-.. THE WIRE FENCE AND EXTEND IT 2" i .III_ 3 6-3" N.T.S. INTO THE TRENCH, 2"x2"x1/4 ANGLE IRON SEAT 79. • 40 .0 ' `� PSI - aT �vQ: 'CONCRETE.ATfl� SIDE DITCH GRADE P GNT '81D. SPE & 350, *.w. SLOPE �a• � .•�%,�;�,� � , , ' •:,;. . .�•� =-. - - - SEE PLAN % � �.%j; ... 4 BAR r / / �%i �%i; ;�;/./; i '�:: :•: .1.0 maw 41 Now1- - 5 SOD • • ,. ;.•, , ,. .; • .. ;.•.♦ , •.,.• ,• ., i�. • j�j/ / w • •: fill •. Q TOP VIEW- SINGLE PIPE- A END 1BSUBGRADE 'DOT STS.SECTIOMITERED �TA$��.�� N.T.S. SPEC. 160. TYP E B (MIN LBR 4G) a ,j�j� �.�j%�� i' '!;'i EXTENSION OF FABRIC AND X AN 51QN_.& C€�N_IRAG11QN WIRE INTO THE TRENCH, ' NQMS GROUT, OR "RAM NEK" JOINTS APPROX. 240 LBS r ° WHEN REQUIRED U= f. PRO\4D 1/2 PREMOLDED 'EXPANSION JOINTS AT 30 MAX. SPACING a'• IN ROAD WAYS. . 2 » � ❑ R j❑ 4 0 PVC �., PROMD�*-.:�-STAY--Int""^PLACE KEY CONTRAnON JOINT aft AP-PR011-D EQUIV, ' ° - DOWNSPOUT FILTER FABRIC 'AT CENT'ERUNt OF .ROADWAYS' AND AT 15` MAX. SPACING TRANSVERSELY ° •. S� PIPE MUST NOT BE #4 CSD 12" O.C. B.W. ALONG RQA��A�Vr . .aer • Y'h�`'�' IN CONSTRUCTION 3. SPACI�Q :SKAI�L.° AD,JUS'CED TQLN�1 AE '�'H�T1CA .LY 13 PA1e1N a'• JOINT :FINIS f AS�'''APPRC OED OY OMER* w �M (�W �' • M so j "00W J. - •.J. .C, • • , 00 2 rte• '. .� d N N r, N.. 5. .• #4 ® 6 0.C. B.W. MINIMUM •' a•• BEARING CAPACITY 2000 PSF CONCRETE SIDEWAL Xk f> » VARIES (SEE PLAN) a CONSTRUCTION DETAILS CITY N.T.S. - STORM SEWER TYPEOF PLATE D 909 C . 3aoa psi c�NC��T� a� ,� FOR N. T.S, C 1 .FLUSH-TOOLED 8 0 PVC JACKSONVILLE u U U U U U U u U i i u Et�GE a DATE DRAWN 08/05/93 • SLaP� o a SILT FENCES REVISED DATE 5-12-94 U ❑ ❑ o a STANDARD 2 1 EXIST. .. . 1, " BEARING PAD .• .°. .. ,"'. Q •, . 35 7/8 2j" SIDE v{Ew GRADE . ;� / f � � ' • . :�•� �r��i�� , .�`�� ,� DRAINAGE STRUCTURE SCHEDULE PLAN ' . "g PORMED '-EXPANSON MARK TYPE N , INV, E* INV* S, INV PRE, , SECTIO W. INV. TOP JOINT RE RED WE—'Slt�' LK N.T.S. EWA LK TO STRUCTURES I .,T 10. 9 12. 75 TAII -410- 35 1/86'T's. 0. C 10, 7 10. 712, 75 ELEVATION w J S- 3 C 10, 5 10. 5 11 . 0 Z 12. 5 � U � STORM SEWER CITY OF JACKSONVILLE REVISED - Z � S- 4xC 10. 5o10* 5 12* 5 STANDARD SEPT. 1975 w 0 8 w INLET GRATE d Z + + + N I 0 . r•� � h .• •A ..,.•�,. .••�. • ��••yl �• tit• •r .. •' , M1fN.y. • i ! i .a. . • �..•_ is c, �y., A` E K f t-�P".: MIP,AUV•CT a M Q VE CT It E-CT AlS ,.�;, :. .• a t1S'[A flE'I�AR CIR. . 1. 3 24 18 100 x w x Z� © : `• x.Y •.: :.. .: t 0 0 .5 itiole-Reach' : • _ •'• •. rl g6 EROSION4 /�J EROSION SEDIMENT 13.32 �, 4 a d •d p`� •ac �' /ya•• ��. yy•:'.� - •�A:;. R' SEDIMENT _ CONTROL LINES •r '•• ;y f 4 • I • ' - , ' I B 95.5' •� FEATHER ;}-•��.xr� �ft! ,� �` " :,. ,;� ;'• • .• .. '+ 'y J. • Wit, v •• CONTROL I-- _ • • : C 1 i� MI ♦ 11 C•,r� •• '• 1r S4 fL11.0 ' LINES ' e•T•'i'r •Jr ••', `� ■��I�� l �!Trl',i`•i* " { .•Y." ^+•.J•? •• •rte s. ' INNIC 0 ��. I:!+i't%•�_,1 iC; ;k e:;Ytj• ti i.f •: .'; _ O :'j •••.t..• •�a.• S.w � IMS :�•''K^�`=� c�/•��Y�S�•y ,•:HT1 � =t:r: ��• :� ` + k 12ci Pk cc 0 PVC • a :A• C N� I � � EXISTING � �a .,rP'��.I �,K -• � y . •-:. �`:A�. .`• .. �` AD EXT. .� x ' �GI:1 � = h��R� ''• �� •'. '''..::;i, � - EXISTING � � � • '• • I I 1 STORY STUCCO - ••Y: �• .. . C ., ., CONC. PAVEMENT •_ � .vyr'`s`,.: ;y•�Y ti, b"• w • '� • M (MODIFY PARKING R A W � �' }• • ' +o AND ETAL o AREA) } 118x6o-T r. .•�y a.I.r�a!?•.r ti} , 7n y- --�- -- NEW BLDG I-- :,r.> = 1'. K a ,. •, ;, , NEW ( 6 000 SF PONE E STING N o. 1200 �` [.� 4.., � .�:��.�, M _ .. o TRICAL BOX a ;.f;�.., _ . FINISHED LOOR - 13.29 �'j` `' i 7°' :•s t � F N P AV D �1• CC I I ►� ►�`k '� � CONC. PAD � ��• O a••• .��.,. .., �� rt� , �•- �' ,.•t• � •, ,';-.. .,p ::�.• •' •� .. r TO. BE RELOCATEDhf PARKIN -f--}-- f vir 0 (COMP CTED L EXISTING BLDG. CJ l �" ,.-; .•:y v ;°� 'fa��: ''R�} 'ti�_ •1 ;��`• :: METER CENTER TO BE IGRAVE ) -- •-� , . : , ; 1 . Ai.�1�Y , • , -I' R -FED C� .• ... :. ' r �•. ,• ��,- , NEW , • <: #' , Y ••:. .' w\1.. waw q 7■' •, •• ••. 12 1 EXIT . a , • •R, METE ' 95.5 c0 C. 0 O W �---- ,,i' ,:if' ,., . r..♦ •':.+w.a •+. ,. CEN _ -- a 01' D :"00 a4 A/C PADS a POE o ~ f • - d .4 • 20 IER c 1 N EW • a r.1•i;a• ..F yS.t.. '�� . 'mow • ••' l y✓ I,J 3` ' • .•t•• •' • • a a d TRANSFORMER w u I � <;:` ,"ita��f�ayy ti !• 'IC BCH ES .. I• S •� •' /y 4 • .. DIST. ,1:..V..•�r,'.' � a \Avj� i 4 , . , ` . LOCATION 0 orn,,i" ':� +_ �. .. • �r ::: FRE , N •.;N NEW „ d '�' d' 4 'd, d 4: Qa o :� j�• ;�/. �:fJi :. h�..� .;; ri �: a ; •a ti tti e ,, • a•' C. HYD AN a'C ON C S• E ALK d a w x ' 'Ft* a„� CONC. �'' EXISTING CONC. PAVEMENT •�'4•;, r Y Y, '>. r A. 'PAVING . , 10 PVC • S1, • . & DRIVE d Q d C BLV •; rYr':: ;f r• ,•,• 1;' �r'vr•,; , ,. 1. •• y,j...y1t;• •,IK• . a. J• _ • rANEW 4 NEW EXIST. Co ,• - • '• ` Sim.Y/• a �• � iI..1 1. �t •'i..!. M� O�� M�w•• •r rM•... ..a �' • ' • s It „ `y 4. POWER P D 'v 1 '.» d• Q •° r'�" -� �^ 2.7 CON C. 10 0 P C 2.7 C ON C. �,,� �1 Q Q`� Naft �°' AIA AANOVST r d d 12 0 1 �J 0 '�.� d 4� ., "�:' � � C� VA a• r, S2 PAVING ►�• PAVING �1, C�RCP12.9 2.9. '� `�' 0 _0 N 150 RCP Q 1*50.4'RCPIbo.18,�• '° .�'S'10 PCPs �. ►� GUY ANCHOR • 4 _ EXISTING -ON_ '� d •a Ib0.06 a RESUBMILIl'3101 •4 1 ID < . . d 2. . '. I�o.26 - = SITE BENCHMARK CONC. d• d 2• . ; •• 0••1 • ,. 0.20 a• . • , , ' C rr . rte- -... ...•. •' •°' ' ' .v '' A a d ° • . " PLASTIC PIPE X-CUT I N TOP OF CURB POWER POLE NTS 15 T ADDRESSN * T, S* EAST INVERT = 10.51 = EXIST. WOOD �, F /MATCH A MATCH POWER POLE ZMATCHWEST INVERT 10.27 , , + EXISTING + • EXISTING + EXISTING + • -- -�• T OFFICE & RETAIL SPACE BLDG C 1 .� AIG P VN 0 FOR KSH PROPERTIES co PAVING 4j PAVING � 1� N r '�� K\� w s ®West Plaza St Atlantic Beach FI_ + + + + - �-- SCALE; AS � NOTED APPROVED BY DRAWN BY, MWL __N ( FORMERLY WEST 12th STREET }- 7) A N 0 .n ED A N I A ( N A \\ I DATE, 01/25/05REV, 03/09/05 t-A L) I �j A 50--FOOT RIGHT-OF-WAY Q PAUL S. LI P.E. 1j`20)-0p) DESIGN & CONSULTING ENGINEER 9218 CYPRESS GREEN DRIVE, SUITE 8 & 10 DRAWING NUMBER JACKSONVILLE, FL 32256 041121 5 ! r a 1 ,tea.• f c memo is qR e emmLYA L115W- 7--_ J violas I t 1 k yr....-•.rr.w+.�w...+vw .w✓.+a.,n.-.r.,wsw•.,ss:cn✓,r..;r-s>:+e^<:��•-'+•-.-_ { ►aes•ac.1-•.Z+.n.;r*sr.+..+.n..-_e.-.ar'r-i.r.,..._.......... t J ...'.+ r r -_. _._._...___..._-, .._.«...ti..rr__•.._,r•.. ........✓•,..�._1._...rte__,.•...-� ' ..._.wr.:.._..:..c::<::..^..c�•.-s^��mreurvKrr.+v -_,- t 4ui�S>cyWk+eay.y�lotK.M'eb1PiVM�r7'9W4rSKti.R':J�4i:��.iFfA—;27d:"�r�Y<+!•<.ntft.'.x•.^^.-.t^>VVT'r vrv:::1.:.'Y.f...••:._� ( � sA'Y'AYai wr 1 . ♦.. .w_..... • - - r .. ..• - _ .. .... _ _ ..-_..._._. •,-,.. 1 44 • i t 4� 't3 L1. t CLIr T H� 1 RR w III -. ... : 0,� .� y W tip "-poll 0-14 ` .M6 LP F 444 s F MOIR"inC LM . r Y#1dl�Ii1RDlRyl�IIMlI� i /�7Ai - r• ... Al f_ L"IF no ill I — CIO ..�a.�.•..... . d � .., ;. k moi_.. � �•L � � � � 2 � � � °� .. Z1 i K � ..rM.w4.wMw+rr.,._,�.! � �, � Y. � � � F�,n'r/ ��.,�Q " c i i `• € r t s Q L T19A c Lim o� ' •p _ - hill .....�. -- O .....�.•.:,�.��.......-.....•.......,..e..+.++^.••'+.+•.r+•w.r.•..Baa,.u•..,w...nw.ewr+..--...<•.,,.-......»-M••.<.w..,•,�„�wr.,' +w.r• � .....war.wv�•-w.+r..r..r......,....... .-....,.. .+..... ._......«...._µ.._ti. .a.�++•.-.�.•--•-••..•-...__ , .-..,_wa..w.,o.�w,.++rn<>+nfw.»...-...<+..ee...+s •rye-n.rw•,www+.+.....•...�.......+•....•_.-++-..._-r_.•........,.,r....-•-••__,....«•_-. _.. � _._.^.....-.--_. •��— f _.., - � � � � - 1�+�.w'•.r.•...,..w�.Y.-<..+..e.••.—,-..•••--..•-._--._.ry•.-.....-.�..._......_ 4 ,n.•,.n.,.,...v.-arm.•-,r.a,a.....�.-•s. .,-....,., _ <..c.,.... ;-+,a•a.�s.._- 1 + Oil, � � •:,,...- - . +`vr+.-�.- ,n.-•ynnr�,/.M.a•Y!a1Pn'..<x.r !•AIAMM Mr+iwa.•--r^,.Mwvu+ ...1f•i_..-r. • ""�""�"' _ wrwrr�r�rw� i r V � S �, �-^.•-^.--n•..-.,-.�......�,.•.,..•,..«.y«.-�- _„.,.....ter,., �` i _ _y ___ wV' • fMI�M�ar.,rMl.wr..rJ:w ,+fl� r _ TT � � __ _-________ r:«•sa•t.M�s.wYw•sa.p+.sr MIM•.Y HibFNi04�+�t.• 1� " - � ; ` I .n...r. +.�•+...,.�M-,-,...__r_ r..an.w«w,<.. •V►d w.w.rte_. 4., • l}+j(s x i • ' � �.<.<_r•.,._ s- - -'IIMW'n','+nNM.wr.-,r a.•S.- \ � ,V•1..rte+_4•w-�n__ �YM.� Y } t w t><1� ir, 7 PAVING � r CRATE 1, SET POSTS AND EXCAVATE A 4x4 12.5 1 2.5r%-j 12. 8 TRENCH UPSLOPE ALONG THE LINE 2, STAPLE WIRE FENCING TO k • OF POSTS, MIN, 6' -0" FROM THE POSTS, 00 SOD ,... ,• .� • • ; •°, �' .• .,' PROTECTED TREES< " e � •s. 6 0 lop, PVC A 2"x2"x1 4" L 4 MIL �? ° • f// NOTE: CONC. DESIGN ' POLYETHYLENE 11 .5 III I • ,.'��'� � STRENGTH�/ GTH 4,000 P.S.I. Id Li M t V% �p 11 .0 n IIII 0 7 •d w SOLI T I i I I I / / .j / /� / .�./ /��./�,./ ./•% I I II #1247 lilt- I I I I f / /•'i•r• ./• / / /' ./ 1'/ I • a' I N � I I III I !/�/,'/ '� •' %� �/ !/� /'�/ !� 9.5e0 1�p 9,5- SOD '•!i'!/Vii''i!� '1'i''� I CONCRETE SLAB 3 THICK, REINFORCED WITH 6"X6" 10/10 WELDED WIRE FABRIC ' FIL.TER FABRIC ' ' 8" 2'_0» 8" 12 0 PERFORATEDX604� 5 " " " to 18 1 2 2 4, BACKFILL AND COMPACT THE PLASTIC PIPE EXCAVATED SOIL, ALL EXPOSED CORNERS SOD DIMUNIT-4) AND EDGES TO BE 3, ATTACH THE FILTER FABRIC TO SECTIO C_ CHAMFERED 3 4" THE WIRE FENCE AND EXTEND IT 2" N.T.S. INTO THE TRENCH, 2x2 x1/4 ANGLE IRON SEAT M 1 % fill 111111 ... �-5 S • CONCRETE CR ATE AT Joao P51. ./ SIDE DITCH GRADE JP •�• •• �V fix 1.Q 1�.;`: If.;lll.F. .L _ _. _. �I*nOT SID SPEC. 4� & 35d SLOPE _.,�,... ///,�'�, /////r/, / / ... - • ,.. SEE PLAN ... :..... 4 BAR i-:_ _'�--- - ya / i� //�///� �r/�/�/�/�j�r// / , #4 ® 12" 0.C. 8 W 5' SOD • •,• ♦ •• •• ,••.• • ••, • •• .' a '• /////f i �/ • . • •. • • • • • aIF a TO • , .• ,,♦• ia•a • ♦ •• • •.••.•••••••• • ••• • • - PIPE.P VIEW SINGLEa %'! > �e � AUE PD OT S Tt�. 8 SILIZED SUBGRADE '• •�%'i��/�!�! ' •%./ MITERED END A 12 STA ,.SECTIONa � / � . E B (MIN LBR �0� �!1� •!i•!iaPEC. 16D, TYP N.T.S. - • EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Oda GROUT, OR "RAM NEK" JOINTS APPROX. 240 LBS �c�oo f. PRO\4D-E 1/2* PREMOLDED 'EXPANSION, MNTS A�' 30' MAX. SPACING ' WHEN REQUIRED IN ROADWAYS.❑ a21 • 4`1� PVC . PROMDE`:.TAY-delft- PLACE KEY CONTRAC11ON JOINT OR APPROVED EQUIV. FILTER FABRIC YS AND T 15` MAX. SPACING TRANSVERSELY 4 •. DOWNSPOUT AT cEN��INE c�� ROAnwA A • #4 ® 12 0.C. B.W. ALONG �ROADWAI'S. ' PIPE MUST NOT BE IN CONSTRUCTION •PAC NG'`SHALL`.BE ADJUSTED TO 'BLEND AESTHETICALLY WIN PAMN� 3. S 1 a JOINT _ °WISH AS"APPROVED BY 0WgE9.cq ' co 21 • MINIMUM , 0•,C. B.W. CONCRETE BEARING CAPACITY 2000 PSF RETE SIDEWALK . ff ff VARIES (SEE PLAN) ' a CONSTRUCTION DETAILS CITY OF N.T.S. P _ LATE D 909 STORM SEWER TYPE C INLET D . 3000 PSI CONCRETE � " F O R u M TOOLED 8 0 PVC JACKSONVILLE N .T.So C 1 . � a DATE DRAWN 08/0/93 HUGE SLOPE v I SILT FENCES •- ----••-• E • Q • STANDARD REVISED DATE 5-.2-94 E-1 1 1:1 1:1. o' . . . 2 " 1 BEARING PAD EXIST.So v• a „ Q 35 7 8" 21 SIDE VIEW GRADE ;/�f�/ ��, � .rte �'��i�✓ �, ,�� / `` DRAINAGE S�, TRUCTUREP- r � �� SCNEDU � :'�OMi?ACTE� • • s 'I/2t* �REPORMED .FEXPANSION MAR TYPE---. N . INV• E. INv.QS. INv . w. INv. TOP J{�4IVT REQUIRED WHEN St1�E1NALK N.T.S. � .ADJACENT TO STRUCTURES U- S I C 10. 9 12- 75 .} s 8 { ;I`i ' 35 / _ L C 10. 7 _ 10. 7 •�c � 12* .i...7. J ELEVATION � 3 J C 10. 5 10. 5 11 . 0 Z 12. 5 STORM SEWER CITY OF JACKSONVILLE REVISED x o � S-4-- i975 w 12* 5 INLET GRATE STANDARD SEPT. w �. + + + • Q • N 0 , u- (^\ I v V�� i •P •i S 0 G y,. � �� , IUII ,At1 U4 CT � t� w� �� S LN C •..;y "�'... •! •;,� : •� � ;:•�_ �.`•'2`dtIi:INA C'r'. 111t, •t�iAR IR 20 TAiA tt 44 p■ ' 1 00 r¢tjn..� s••�•wv� d ,•a, ` i•.a•�.' �/� ADE ro .3 24 18 w '� /u�' Sd t�RIlia : $•/(� = :Y '. •:•. .. 1 . RA Cr. • `� ►�� '� �' 0 •�`.� � to V '* -, •w' ..� .r.. � � .• - • ch, TV I I I I I I ,5._e e4lea 111111FIIIIIIIIIIII -, A.. . T!!I!!!T!m' '•� 1 VVVy111 MM00 LL. SIGN . � � S Z(�6a,`,.• 'y,•• ,,,.• •, �,•, • �• • • ., 4,.i • ... • . T EROSION SEDIMENT13.32 • • • ' A _ ' EROSION r d a �/ wA R; !moi [ L•i{ sr�. >P, .9[ t' a -�Y•; :. ., 2. 2• CONTROL LINES • M� 1111��.. SEDIMENT B 95.5 FEATHER o '� ��•s';' . r w 3;.. I � � , � •4 a � S y ,y 4033 'y•• •CONTROL _.__ C 1 . • • • ' S 4 ' ' i .J ••( CH WOOD .1.+a•f es , :•,j4. a LINES :1 :I;\ •... Vis++�••` l �' a,,• •.. •' C.0. r i,. %•• 2 ~�. 0 CJ I d � , ,� I I -�- h .:•l�`1 ��CP, ESQ. ,'•' '�• - MINA'P flw ..� . p 12 0 PVC Y• � � EXISTING no � �� , � ,: ,�:;.•:,• j..• �� : •�, �• _.• ♦ EXT ..� I: - I�:1.k. •.... -I 1 STORY STUCCO EXI;ISTING r-� CODNC. PAVEMENT :Y,,-. " 4Y ..;• ' w "•. .•• ':••i• ,; w l lc� "0 AND METAL a (M(ODIFY PARKING AREA --1-•--� ,..� `Y'�'��; '' C1 ' /- // � • Q � .i• •..:Ki't..G'yN .'l.�It•moo{•.ti} � •.• �7 ' i. ••� •y a ~••• a 18x60 _ NEW BLDG 'L •:.ffa� I �A •tet: •• ' • ' -T I N o. 1200 E ST NG ' ' • I� NEW I 6 000 SF PONE = I TRIC B = Q � ., t •t FINISHED FLOOR 13.29 .kv.�Yca �,• �•1 N P A V D I �� C '� CON C. PAD ��c,Q` O �'T.,�• •" � � ,. t � •, . �, ..�• •;' - -- -- TO. BE RELOCATED P ARK I N •-�--f- • • -+- D EXISTING BLDG. CTE �,�(COMPI METER CENTER TO BE , GRAVE ) _ _F C� �.' .=n•y . ... . Z NEW •v f� v Kt S`'� 2I �° EXI •• �._ + .l ;METE '`� � ,. y:• r c�` ti '`� •;_ A. ' CIO C• O O I- •,r�a•'•h.,_t T . ••'I ti• ,a S ti .h •` .i.t. CEN 95,5 , .a f' � ,.:.'t:y.:. :..•: . . v e AiIm •�;. •'• `tai`:'' 12 ER • a- -i �'�- 13k---A/C PADS ; N a' G • r► •d •'e• •� C NEW CL •� L� .. ;�;•,Y,,r; •,.; ;.,• , �.:,�,� T' a e TRANSFORMER IST w :•' = . ` 'IC BCHfs LOCATION " ..r:t/j'�'tS'/'p',ra' 'f�CiL .• r , .s• •, yam•• • •,/ .. • F c� LOCATI • ,..., N ON . . .. NEW e '° a' • a SIDEWALK' a° �,,, .. .. CON C •° HY ANT 'CONC • e EXISTING CONC. PAVEMENT ;�� • '. 4• ', ae Y. a S1 c' & DRIVE w QBLV ;:1Y�; r:,: ,,, '• .� ...• . �, •' .. . r.' - i 'PAVING• 10 0 PVC All C .�., ...:,,� , •: x s,x t. f� •� .:ice .z�. ,: . Y.. •.i,4 M •.•M.,...•• ✓•a.I.iii/.•t•f IL t ••1..►. d raY. • • s ••M i1M.• ,.•. . • ' 4 NEW 4 . e '4 NEW EXIST. co `M ' . .. . •• • ' ' rASIM. P 0 obi s' IV POWER S » CONC. 0 P C 2.7 CONC. 1 0 � c, ..� , 2.7 10 �o '� - Nib sT a • •e 12 b . , �� '� oR • a C 1 S 2 • • PAVING ►�• .• PAVING �y �1. Q _ •�:•'�Pf Nh�A G .� `�' • • 12.9 RAI RCP �`�' 12.9 e' `� 2• d '` ■ , .. •5010 �Z C Pa ►� cb 0 -15'90 RCP 10 '.°Q' 15 0.°•RCP• . Ijo.1s,�►�• •� p ' GUY ANCHORS RIESUBMISSION 1 ^ Ib0.06 ° '� • °'a•. • • ° Itjo.26 EXISTING -. � SITE BENCHMARK CONC. .a .4 0••1 • 12. d lbo.20,. 2. CC -- TCS I�D]QRESS Q►MMENTS • L " X-CUT IN TOP OF CURB POWER POLE I�C2]. o p •. •°' •' • ,a �i e ` • . 15 PLASTIC PIPE N elf A .e . T. S. • AST INVERT = 10.51 • WOOD-11-010, �-- E X I S T. DATE. ��\jj� L` ..L..� T A_1•. /MATCH '��' `��' MATCH '�� WEST INVERT = 10.27 A MATCH POWER POLE �" + EXISTING �` EXISTING + EXISTING FILE 8c: RETAIL SPACE BLDG C1 D� PAVING � (p� PAVING !rj PAVING trj pc O FOR KSH PROPERTIES ��• '�`i' '�� `��• ®West PH= St Atlantic Beach FL + + - + SCALE. AS NOTED APPROVED BY% DRAWN BY, MWL A 0 / D A I N I A /"\ FORMERLY WEST 12th STREET }- DATE, 01/25/05 REV, 43/09/05 /__� \Ij L_ L_ f \ I N A 50-FOOT RIGHT-OF-WAY Q ff f ff PAUL S. LI, P.E. 1 =20 -a DESIGN & CON.SULTING ENGINEER 9218 CYPRESS GREEN DRIVE, SUITE 8 & 10 DRAWING NUMBER JACKSONVILLE, FL 32256 041121 ON 00 00 i OF UR MAP s ow- P . P .. ALL O " RL OCK 48, S EC RO "H; ,�1 � BEA G�71, A5 R�"CD�4DED IIV , PLAT QAC 18# pA4 _0F TFlU&lC`RECORDS t?F H TO 0,G- ,,----, AP.- Hf s VE DUVAL COUNTY OR �4 Lfa �I� (CVPT, , I�#�..� PAR T Df" LOF 1" AND LOT 2 LYING .WTHMV � RO--, '�-: �W., Y n�G�' � YPOR,T ROAD (S TA �' ROAD A--fwlwwA),p AS t "�� i ItV 3 1,f120, PAGE 32 4, OF SAID MAK-W ' "'OR D-S* TIND-AEr Y KSH PROPER,�tES, INC, REGEIV 'ED CITY OF ATLANTIC BEACH i � DEC 2 0 2004 11 BY: WEST 1 3 t STREET �. ------ ( A 50-FOOT RIGHT-OF-WAY 0 z �-' z U) I'V 3 p In Q � � V ui c 1 I I I x0 � 10 I , � C) U 4D 100� a t ry N Q Ll � � E--� � _ 1 �J �J � ��- LO 3 GRAPHIC SCALE o30 tv #o *o so 06 uF-- � 13.32 � 0 89.2" 95.5' S?UCCO ARCH- W� � U. 4-4 0 K rrLLA <0 0 0 uj 4p A z < + 0 LAJ 1 w u 1-STORY STUCCO � w a � AND METAL 0 -� z CONi;RETF PAVEMENT � AD No. 1200 A ;�� ti,. � "�h -- �� '�� WISHED FLOOR � 13.29 I x �� Q) L LE_c rRIcA�. e ., ON CONC. PA[ �tij�� CLFANOUr' z CONC. � O 89.2' POWER CLEAN(xJTS �--'A/C PADS =SjUCCO ARCH Z POLE � 6 CdNC. B .-- O � n w I � FIRE � � i I � �- HYDRANT - . ,K CONCRE►E PAvEMEN i I �,,, � CONC. � � 1j� I �SAN17 RY SE WFR —��-6�� CONC CURF3 �.�. ��wF�t �o�E _ � ( ^`L_ .`L� l M NHUL F laL IL _._ --- - -- - .Ko cur ar;cNo�t. --- `�N�- - - - �- - - - OH[. SITE BENCHMARK con,c. CENTER OF DITCH --- — Y___ ^----�-- - _ -�- _. _ _. . . _- — t ._ -- _ -- -- -- -- __ -- ----- -- --- --- _ _ SHE_ - ,-�" 15" PLASTIC PIPE X—CUT IN TOP OF CURB _--- PovvfR Poi_E_ h�' ''�°' EAST INVERT - 10.51 ELEVATION = 13.02 WODU-_'" POWER POLE 0/1 '��' WEST INVERT = 10.2 _ ` O EDGE OF PAVEMErdr +-- �-- --- -- --------- - -- - _ -}- � __ _ - - ----- - _ _ .. 0 � �-- NOTE ; WEST PLAZA S T R E E T ''- � ELEVATIONS SHOWN HEREON THUSLY �� ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM �� - _ OF 1929 (NGVD-29) ( FORMERLY WEST 12th STREET ) REFERENCE BENCHMARK IS X-CUT AT MAYPORT ROAD AAJU FORESTAL CIRCLE SOUTH; X-CUT IS 10.5' SOUTH OF CENTERLINE 0�' FORESTAL CIRCLE SOUTH; 68.7' WEST 4F CENTERLINE OF MAYPORT A 50-FOOT RIGHT-OF-WAY ) ROAD; IN SOUTH ENO OF CONCRETE BASE OF SOUTH PUMP ISLAND OF GAS STATION; ELEVATION = 12.790 NG1fD-29 SITE BENCHMARK IS X-CUT IN TOP OF CONCRETE CURB AS SHC?IMV HEREON; � ELEVATION = 13.02 NGVD-29 SHE�T ,� Qf � 3 SHEE TS ,cft 1srs A t.�nr nc-uw � 011 00 � ~ ' N F,�x sFr, rro�s : I,;E (1) e�r�s sHorw HEREON �.e�r�o ON r � � a�c� -� �awe S 10'1 00" w FOR THE AES1E7p�.Y r �►a l glp�lT-01r-Ml4Y LNYE'!.K'y(A>R+I�i'r RGMO PA.G OM (?) TM PR(�ERM.HAS BF�IV AiCTED � CURVE FOR EASEMENTS, COvENJWTS. tt£S1MC710l�S Y. Vpoli� (3) IA�ER(�i'QUHO UTIUTIf$ SERWiG THIS . PROPERTY HAVE NOT BEEN LOCATED OR ',�IOM11 (t) THS PROPERTY APPEARS TO L� VOTM SCACE l =2-0 FLOOD ZEE XAS WALED ff'w"N' - F.E.iA.�. FOOD u�+StlRANCE RATE MN+. P �7NMl r, �Lsi. J: TVD. 5 32 ,�7s 0001 o . oAt�o +�,r�Jbo ,oa�W OF�a s�A�€r S� �A. f +VoP. 3139 � PG. 7 ��a�tm Baur ArE`sAaAa��,�1f t cMi�W�t. ;� t�e�iCr� t D s�rtiE'rgwt _-— .1 . ._..-__ _---_-_- ._' -- _ .. __ -._. _. __ _ ._ - -_. __ - _. -_,_ ' - - - ._,- .._._ ... _. ...---..yam,_. e _-..-._-._.r.^-___`..-- :_...,.-.-,._--, w+____w .e-.+--...-.... _.._-_ -..__-T+e.•w-.++.+—.+-+-ws>._, .. _. ,_.y...,.._.._..r_..-.-.-.._ -wr._-r...-._,_.r. _ t NG NDARY SURVEY OF AP SH Owl ALL OF BLOCK 48* SEC 770/V " TL 17CBEACH, AS RECORDED E PL A T BOOK 18, PACE 34t OF 7HE CURRENT PUBLREC"PDS OF DUVAL COUNTY, PL ORID A• LESS AND EXCEPT 774A T PAR T' OF T 1 AND LOT 2 LnNG WTHIN 7HE -Rl GH rft"-OF�.WA Y OF MA YP OR T R OA D STAT ` ROAD A--- 1. AASe% CRIBE W ZEED BOOS' 1020, PAGE M 324OF SAIDPU&IC R i T KPROPERVES' . INC* FECEIVE D OF ATLANTIC BEACH UILDING & ZONjNG DEC 2 0 2004 ( A 50—FOOT RIGHT—OF—WAY Q 50.00' ! SCJ.t)0' 50.00' 50.00' � 50.00' 50.00' : , 105.00' ----1 -7-000 -t Nv 4 44 i 0 01 I { ! 1 I d 1 0 w 4w vl .. F=ND. 1 '2" IRON PIPE F ND, 1 /2" IRON PIPE---- 10 f I 0 � 0U- I to Io � o I ��.. to , � �, 0 � 0 � 0 � 0 No. 4144 I.O. CAP ILLEGIBLE � 0 f0 10 10 ICJ 10 10 I 105.00Q) c z t 11_ I I i 1 C I CQ 0CD pj J I : In N L ) Lr) I FNU. 112 IKON RIPE c; 0 No. , 76 69 '048'00 E I J55. 001 � 47. _ 50.00' 54. 50.00' 50.00' S0.O0' - ________-_ _____ 50.0 a cd STUCCO ARCH• I �> � _89.2' � , � � Ad f j UC5 . 1 0 0 8� Q) <rr.) J� (-) 0 c�cr I P C' 0 //�� 0 } j 0 v I �, t C� 'N' CJ Q) �� •-- O to c._7 .. � � �' � � �✓ I LAJ 1 -,STORY STUCCO � AND METAL '�l I �, !! �__� ?' CONCRf Tf_ PA` FMS N; C� +, No. 1200 44f 0 , 0 i0 q i0 ; 0 Y ! �` ► �' 105 UCS N N Ctrl CIA C•'zl LV c� ; q 1 ; 0 I I i t-� Lao Q) I E_l �.._..F?ii,Ai H0 --_1 0 ON C �, i I � CLF ANC)U T��- 95.5' C ONC, C) -- 89.2 POWER Q ' i I 4 f - AR�;H rr 4 j I CLE ANU�J TS -- AT3k,_--A, C FADS --. ' i 1 I i F=►RE , C 1 H YDRAI'`!T ' ' - CONCRE EE PAVEMENT *: . i I I I � � c.� i,.f �• } f ' i f i I CONIC. CURB I SANT T R Y SEWER , I M NHO_E 'r , 50.00 50.00 50.00 50.00 50.00 50.00 � 105. 17.00 .f I•NC. 1,r2 IRON PIPE- 1 V 6 ' - �� Y 35 �CJ GU'Y ANCHOR- 4- ��_.- -FND. t f2�• IRON WIPES • y15 NF_ CONIC ... f I` �N��„6, ___-- -_. - -- -- __ ___ nrl� _.__ _ _ - -- -- .__ c��,� -- - IJow�u ►�oL�. CONC. ON 5 F 00T OFF-SETS ND. /2 IRON I 15" PLASTIC: PIPE - -_ POWER PULE_ "WITNESS--3129" N Q E U CAI^-' � E • 0.6- E_A S r wood- �' � EC)(,E OF ASPMAI � I'`'�,VE�MEN1 GRAPHICSCALE POWER Pot E W E S T P L A Z A S T R E E T X10 0 10 A� ► r0 ( FORMERLY WEST 12th STREET ,"" ` w ( A 50—FOOT RIGHT—OF—WAY ) , „- � > I knch ,,,,� 20 � mom 1 OF SHEETS i!0 ijPE)?j?ET 1614 A rl_AN PC--�UN1 VCR$YTY22CLE ,�1i4 F,�X. 6-- GEIA� 5 1 8EARR" SHOWN HEREON p P.t. �� ,�ar 8 'tA� p-clG. crmet er CH (2) THM PROPERTY NAS t ANSTRACVEED FOR EJ► NTS, , RMTRI"IlMS 0 • a�t.v. - - a� "0011ES "WANG THIS 'TY HAVE NOT SM LOCATIM � -. (4} THS PRt €R"tY APPEARS TO UE W� ALF m Bou Rf-7 5 5 5 5 547 z �. . . . W SRM RATE ,SCALZO l2wis f 1 , OAS R• . .r; •!w'__ .♦ T` -. •,YS •6RF+ w. -',). « , '}' ,}.- ._..._ '+ • ,Tx.,.. - *! , 'i S. ,- - _ .....,+. - _ e.-„ _ -"'-z«'f 'a"P!fm` .'. ., f, .'av1A;+'.x`i.n ^+-, _ _ - T: , '? w '.•:, M w', :. a►•'?"'. -""'.nu." _ _':" r - s•'" '� _ Z-. < -, '., .":_.,. ' `pR°•Sri`.`°"" ' '; yam",.••'"6^.. -? aF'R^x'+4? ".�`". - •'.'r•,.e-..,,,,... 77 f s MAP SHOWING BO.0 S,ul- OF . ALL � �c Olp%lzI $`, S4CF10N ,� TICRFA, �' A�' T00WX-D /A PLA T BOOK 180PA GE �� DF rHECURRENT ,PUBLIC RSC DS .: DUVAL COUN7XcaA; cAND -C T rHAT LOT a. ..« AND LOT 2 LYING WITHIN THS' RIGHT'O�="w MY OF *VAYPORr ' }Ile , { 'Y N RV, -E, I A t STAT ROAD A A , ASDRIWO IN DEED BOOK 1020, PA AL 3. 4, DF SAID PUBLIC RECO, D.5. ,t RT1� T i •j ll t a a • �," ° _ e9A"F C-016.^ A,4 -w- %40 it W E S T 1 3 th SIT R E E T yf ( A 50—FOOT RIGHT—OF—WAY ; ) - x ' ' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 105.00' 17. _•_� oa ' FOUND 1/2„ IRON PIPE , 0 I i i I I I No. 4144 I � . 0 01 O O f - t Ln w Z 0 0 O O p I �► I FOUND t/2' IRON PIPE FOUND �,j IRON PIPE:-----'- 10 � L �., I ( 1 I I 1 N 14 C� '�`� Q O 0 C7 0. 4 4 ID CJ ILLEGIBLE 0 d .5 Ia 10 �� 10 10 , O �05.00� _ X C� Q d a p` t �• ..�i._ • r GLJ t V - -. Z . ,. 0 tr 0 ((} 0 (,n N r� C 4 < \5. B L 10 C K U. ` '. 0 !- �, SET 1/2" IRON PIPE o►�' � � � _SET /2 IRON PIPENo. ?15 6, 48 ' 00 355*00 am IV .: 50.00' 50.00' 5th.00' 50.00' � 50.0 }• � 5th.00, �, 105.00' 4 oo .; STUCCO ARCH ao � Nr I 1 I tf( I 95.5' I >- 89.2' v� LL 10 LAJ '(3 �oo•0 0 0 0 o Y a o 0 Q� _ I LLJ cV � + I • {� 1--STORY STUCCO � - VCi '` AND METAL o Z ASPHALT PAVEMENT i t (06 No. 1200 � � : 0 E WATER METER C1 • f r ' r . o �``, � o o � o o105-00 ,. i N tV J N I N N t f o o IO oVW Q) r I i ! CLEANOUT. 95.5, CONC; o rr. ` POWER POLE- : I I I J STUCCO ARC:N !- A/C PAD a } o Q-0 'o NOUT5 i ASPHALT PAVEMENT I LO � w EDGES BROKEN & IRREG LAR w �,- I FIRE HYDRANT x L4 r� '� w J CONC. - N SANIT RY SEWER P P .� - � . � POWER OLE 50.00 50.00" 50.00 50.00 50.00 , 50.00 105-00' 17.00 � SET 1/" IRON PIPE N 69 48 00 W � .� GUY ANCHORS 1 ; J- _ SET /� IRON PIPES ., I' No. 6715 ON 5—FOOT OFFSETS FOUND �, }' IRON PAPE i - r._-----"�.` : 'WITNESS--3129" h NO I.D. CAS �. .�._ _� 7 T] �., .q 0.6 I' EAS• W E S T P L A Z A _�_�.�- _- EDGE OF ASPHALT PAVEMENT GRAPHIC S � 0 14 310 ;gyp t FORMERLY WEST 12th STREET' xW0 . , z A 50--FOOT RIGHT--Off'--WA' 1 inch 20 fL � E1 � R NTIC BEACH ' CITY O,F AK f� Nov2 200 s � . BY. r 1+2055 V%/.6•,i�-Z�-- I 1610 4 4 ftblM& SrA" o4.vr 06 1w 7 L=5 t ♦ •� - r:� Y1rt 79 1 01 (1) SEAR i6w SHOWN HE" ARE WED ON P.C. PKAT � O�TURE R �► �' }, -•:. P.T. pow O.T . - S 2Q�"12'OCA" W FOR THE �''�RL.Y � ��A (lN��K1R AN tiGHT- '--1AIl1Y (?F #+Y1Y1t R P.R.C. PtT OF A '. P.C.C. PONt OF CURVE C <�s (2) TMS PROPWTY HAS NOT BEEN A867RA�T O P.O.T. P0w ONO ' FOR WNTS C a�`RI� ... , ! uw (3) D UTI�S SER 1 4. At r i - - - ',. �4) THE PROPERTY $WON H� � '� , •3 _� r�' +� 5 5 3 5 , R W. - r - 1- - Y ;,a. +• _4: '4•k4 ^l 1.1 `.wt§t1 eKfr 6 1 - SQA` • Y 1W., . h •! ar t � a t° 7 I j 1S 11 4 •i Y t ,y{ S .t• r. _ .. .a„ YAK ' .,." t=� 'fin► ff a + T' S-. L ' s q .f *i.r• `'�.'d--,a.d.sx:..+...[vr:."/r. S^ ,. "'' 7staa 1�.,''s.. ' .,,ir.nw'x ad'•-ai:;•.- A / I )��.,e .,.,, )I I I I .. ! � I . ' • Lp... S�.SCApE ['�F'NE'RAL NOTE`S • h minimum � 8. MULCH. Bark for mulching purposes shall be commercial cypress bark . - tt meet or exoeed the 1. GENERAL REQUIREMENTS. Alt materials sha bagged. or bulk. It Shall be graded as number two. It shalt _ wi hts, Measurements, quality conditions and other 99 • 9 EXISTING standards, saes, Materials f ailin to do be uniformly applied to a minimum depth of 3 inches. • , TREE TO 8E 9 relevant conditions specified on the Drawings9 . FEEL BACK TOP BURLAP , , wilt be rejected.ted. PRESERVED s Z 1 t .'' ° � 9, GUYING AND STAKING. All trees are to be staked unless otherwise . r - • f one-fourth instructed by the owner. All staking shalt be -done in accordance with Mu�CH 3• 2. BACKFILL. Back f pit shall be prepared as a un�f orM mixture ture o o e �t shown n the plans.-- h w manure, and one-half top Boit. To this Mixture the stoking de to s a s s ow o e p a s ur t CO 4 P eat, one-fourth o - . 4�7/a7/0,+ • 0 pounds of 'commercial f er titizer Mixed 5 BARRICADE TO RuBeER HosE EARTH SAUCER I / � . =r'- shall be added and un�f orMcy P a0, IRRIGATION. Att areas to be tandscoped shall be watered by� hose bibs :0$ . . ' • 15-7 bde.5+ (11a. Z-a I I ,O= 41 '. / . per• cubic and of backfill prepared. all a areas. Single FOLLOW TREE • WIRE TIC P y shown on the plans and, shat( be within 75 of a tandsc ped g • DRIPLINE FINISH GRADE 1. • •� t the area and shall be naturally hose bib shat( be installed above ground on risers when tocated in planting . s . To soil shalt be �nd�genous o 1 3. TOPSOIL p loom a ricultural nature areas, and shall accomodate a 3/4' hose. Hose bibs shall be brass or bronze s • tit f a coarse loan -sand or coarse sandy oa g #5 REBAR 3 Wood STAKES z x , fer e o Y - growth. It sho►ll be free of admixtures constructed with removable bonnets, replaceable positive seal bra-ss or � an ca able of sustaining plant g POST CTYP.) d P bronze seats and removable tee handles• and foreign matter. - 9 DO NOT STORE MAX -.01, .,'�, - . • ll. GUARANTEE. All materials and work furnished and performed by this MATERIALS IN 6`0" BETWEEN COMPACTED TOP '> i l hall th rwlse, all (ant mater a s .. 4, PLANT MATERIALS. Except as approved o e P ll r rat from date of acre tante, `�0 da s for the THIS AREA N. T MULCH 3• SOIL MIx ' • rained b � - . - Contractor sha be gua a eed. P Y MI POSTS .w. . "�' �� n r 'grown stock conforming to Florida No. I as determined y : . . ,.: be urse y g hrub and one ear ford the trees exce t the contractor shalt not be . n rds for Nurser Plants Vot. I and II by the Florida UNDISTURBED ... . Grades and Sta da Yt replace., r air or r store an portion of his work which is e e 4' SAFETY EARTH SAUCER obligatedop y p EXISTING ING • V . Department of Agriculture, damaged, defaced, d+sturbed, and/or destroyed by others or by the .Owner ORANGE FINISH GRADE - 9 �, GRADE _ Shalt be sodded. and/or which results from the Owners negt�gence or by ac t�� of Gad COPOL Y�tER ...5. SOD. Where shown on the plans, alt areas not planted ' Fl rit M. to receive BARRIER Grass for sodding shat( be St. Augustine o a .TopsoilTAN E. Upon completion and before final acceptance, all FENCING W/ if rmt graded and moistened by sprinkling. Sod shall 12. FINAL ACCEP C po p P ... - - I 1,[ sod sha(( be un Q y 9 r, fittin of as ects of the raject site shall be thorou hl and complete( cleaned•f r P thoroughly Y WIRE TIES : . !i .Shrub i � Q E laid end to end• and side to side to allow close and o g P COMPACTED PIAHTlNG MIX - • . be An re airs which are the obli ation of this Contractor shat( be TO POST .powM ,• h c . :�iAfter soddir is - colmplete,, it shot(( be generously watered Y P 9 - .' - e9. ac pie e gV. .. � N.T.S. T t halt then be to dressed with cor�r�ercia( f er't�1tZer completed. I A. 1 ,• for two weeks s P ' • the rate of 12 pounds per 1000 square feet. t specified at eTree � Barricade ,.- as p l' l f r• an and alt � e� ion _h r hall b lab e oProT F Y F NTRACT R The Contractor 5 e CEN £!� O PARS NG SPAC£13 LIABILIT 0 CO 0 Y 11 seeded. Seed shall be spr, ead da�+ages to property which result from this performance• N T c . It r as not sodded sha be s r,�ANO/CAPPED �� . b. SEED. A a e. � t - t er l5, � Tree __ _ • t a rate of 60 ounds per acre. From March. I5 o Oc ob - n De-ta��uniforml y a P ' n � ounds of 14, SHOP 'DRAWINGS. Sha drawin s of an Chan es posed in connection with � � � �� • -• �� • 30 P g Argentine 8ahla and' p 9 Y N.T.S.N.T.s. . hall be 30 ounds of r • x t r e 5 r9 b1" MSN. the seed mixture P � . . . . _ •• . ,� of the year., the Stix ture shall be 20 change orders, relocation tion or rearrangement of plants or plantings to remainder 12. � SL QPt butted Bermuda For theY • and R e seed. The mulch shall be straw or circumvent conflicts, are required. Planting shat( be adjusted to it pounds each of Baha, 8err�uda y, • t h it. actual as-built conditions on the site. . cut into the so . , r. .. r e and c OF n ton e r a s a - EDGE BED t f nine s - rea at a ra e o P ha sp d _ . MULCH 3" GaD,N . .S//N/ ...F.---- ----.•- ;d ' ,. ll I5 All trees shall be• a minimum of C4) .f our feet f ror� edge of paver►ent - t/ZD SPACING 0 i i f ert -izrr' shy be a complete mixture and sha COMPACTED , r►mer a •� 7. FERTILIZER. Co l' l t whey necessar ' . m v � Field of e . f f r n d � � •� contain the fottowing percentagesr.of plant nutrients by weight: & C15) f If teen eet ro o ,e head e5 e adjust Y TOP �L �tx $ percent nitrogen FINISH GRADEr ------./ . P 9 �, S percent phosphoric acid • - . X UQ` CURB 8 percent potash _., . . . � - . 1 �. 44 1'w •'I •, • .. • • •` ' '' CONCRETE" . • • . .• 0 . . • •• . I �, �J, 'HEEL STOP • err w.....•.► ...�....m J - . • ...r•...... -..r •.. ...•� `1~ �. ..rw.MARMN • . : r Gro v r PI.o n in ii : . u n t __J . : N•T.s 4 4 . iC r . r,,, . d I . . 4 . i . .rrr HANDICAPPED SYt�I1gOL SEE' DELA/L TH/S SHEAT - , . I � 12 5 . 4 : Mt"W_ -I- 00-i .11 40+ 1$ 1 tn� *A t:� 4 �` . ,.•,•y:,.,rw_ ,''---.------�.-",-...,.....'--"''- -....,-__�.,-..,...._.. .._. _� .•�_...+-.....+-. _....,-,_....+,,.,._.«___....�__� ___ .�a_._ _._,,,.-v,-.,.. _...�...... _ a.w_..n_J 00 """'•`^. c . 4 . i HANDICAPPED SPACE STA111 Invu L L--.4 , . 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