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Home My WebLink About3508 Orlando Dr (a)U r Q — — — — — -. --- opt _ rn j I SELECTIVE OUTSIDE. STORAGE Y V z 1l P:a.T3�' S 25.29'57"-W 149.83' MEAS { 5 25'30 N 150.00' DEED 1 { i RUhS FROUI ;RrIQNV WO '9L.CK 3 i err+ (PUMPNC/'Li �L F - t5" Kj i E � CONC. PARKISG i I i 1 �� 1 Q ' G R A P --ITC SCALE 1 imiiNgfm PF 04 A- I 7 ( k 1 f= Q 0' 1 .� 0' b 0' • ID 0' . 1 i SCALL _ 30 1 I CONC. PriRXI NG P.O.G. r C "rE Wu ETA t It 8�A,, '^r U Cri-,-noo Drive .` GG'+'� 0'1•'7 `_ �f;_'': C7ti�'�, f� a V niF Suntcrj, F'cr;da :3277.3 `'\ z 4 I oa � [ , I 26.59 12' YCLiui uiAG Nh+ STRIP:N6 M. ACCEiS EASEMENT---._� \y I 7:4• 'r ---- t 12.8• DEED` ^149.64' !AE�,S k " J SAWARY MANHOLE — —TOP R(M - 47.63 N'Lr )N'V 4' PVC = 43.93 ac VFr 5'WON 7"' �`•y-�y,�. roP of awrc L6/P LP PARXINC ` BOLLAR S : rYP) ' 25 RE�J(RE� s�z5•.�a' 256.00' FEED� S 25`29'18" W 256.00' MEAS I 1 EX I•ST I NG SONNY' S BAR—B-.-WE 3506 Orlando Drive Sanford, 'Florida 32773 TOTAL LAND AREA: Total Sonny's Site 1. 1578 Ac, OPEN GREEN SPACE: 25% (0.2895 Ac, ) IMPERVIOUS AREA: 75% ( 0. 8684 Ac, ) SONNY'S PARKING REQUIRE N`ENTS: 204 seats @ 0.4 spaces/seat = 82 spaces required Total Parking Spaces Provided = 82 spaces TAX PARCEL NUMBER: 11-20-30--300-0130-0000 _256.00' DEED _ 256.01' MEAS FEDERAL HIGHWAY 17 & 92. R/W 180' -- 8/21/98 REVISED. J.E.F. BOULEVARD ^� 10/239$ RNSO J..F: FZ c a 4-4 PROJECT SITE +' j n 4s ' n L� x ACE MARY 13OULEVARO t. � VICINITY MAP a .- �4 I N. T, S, c SITE BATA a d � i OWNER: Ba!) les Properties, Inc. 6212 Dartmoor Court ce) z °° Ort ando, F (or i da 32819 ; C, ( 407) 851-0000 L u Yui a 2 1 Con tac t. Mr. Char les Ba i les, Jr,/'- TM� CONT RAC TOR: C. W, Bankston Construction Cor�pany, IrFC• �� < -- � Q'r 5929 Anno Avenje ' Or t anao, F t or i da 32809�v�YWr Y (Sy ( 407) 851-2760 I Contact: Mr, J i M Bankston ENGINEER: Frith & Associates, Inc: Sanford Firs Priv DI 88'-1 Great Cove Drive I I Orlando, Florida 32819 Date:- 1 4-7 ( 407) 363--0739 Contact: Mr. John Fri th, P. E. I SURVEYOR: Acc=fright Surveys of Ortando, Inc, PERNI r i, I 2012 E. Robinson Street I Ortandc, Florida 32803 ( 407) 894--6314 I Contact: Ni-. Frank A, Raymond, P. L., S. UTILITIES: Power: Florida Power & L i ghfi Water: City of SanFord Sewer; City of Sanford L c l Te lephonel United Te t.ephone Sctid Waste: City of Sanford ®= l .I LAND AREA: To to t Site 4. 6419 Acres I ZONING: �. �:• "'� S' Front: 25 f t. SETBACK..: � . ��..': DC7.. •,I S i de; 10 F t. Rear: 20 f t,. U . d C> .+►_.LJ �. o ' PARKING REQUIREt`tENTS ' 00 1)., ' .1 Apartment: 2 bedroom @ 2 spaces/apt, 2 spaces in (D t OFF i ce: 400 s, f, @ 1 space/200 s. f, = 2 spaces. (1r) "':z To -tat parking required = 4 spaces cn. Total parking provided = 5 spaces PARKING SPACE SIZE, 20' x 10' - Standard 4 spaces L.L.. 'i 20' x 12' - Handicap 1 space UPON GREEN SPACE: 26. 54'l• (1 2319 Ac. > I MPER`1 I OU S" AREA: 73. 46% C 3, 4100 Ac. ) fn I LEGAL BCSCI, RIPTION i COMF�tE,NiC 18.91 CHAINS WEST ANL`' 8.23 CHAINS NORTH OF THE S.E. p w CORNER OF THE N. E, 1/4 OF THE S.E. 1/4 OF SEC. 1 1, T1NP. 20 S., R;v,, 30 E(SEt;!,' 0XE COUNTY, FLORIDA THENCE RUN N. 64' 3C' W., 570.81' TO THE POINT OF' BEGINNING, THENCE RUN N. 64'30' W., 89, 16' THENCE RUN N. 25' 30' W. 600.66'; THENCE RUN S.64' 30' E•, 313.90', THENCE RUN S. 2=)' 30' W. 256.00' Tr�EPJCE RUN S. 64' 30', • 197.00' TO THE 4 WESTERLY RIGHT-"-OF-b"SAY LINE OF STATE ROAD 15/600, THENCE RUQ,' S_ 25' U 30' W., ALONG SAID RIGHT -OF -WAY LINE OF STATE ROAD 15/600, CI J 194.66' THENCE RUN N• 04'30' W., 44!.71', THENCE RUN S. 25' 30" W., 150' TO THE PCIPIT OF 8EGINNIN%. CONTAINS: 202202 SQUARE FEET OR 4.6419 ACRES MORE OR LESS. a' CL 0 GENERAL NOTES: `� U U I. THE UNDERGROUND UTILIPES SHOWN HAVE BEEN LOCATED' � FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. L � a 1+, E,� .S� v THE SURVEYOR 'MAKES NO GUARANTEE THAT THE UNDER— tn � "' � „ CROUND UTILITIES SHOWN COMPRISE 05 ALL SUCH UTILITIES , , E, ._Iq b DRAM 10 IN Tf"1L. AREA, EITHER IN SER 1ICE OR' ABANDONED. r l tE � � � � ' � ! AF SURVaYOR FURTHER DOES NOT WARRANT THAT THE UNDER- tri -j ►A •ba CHECKED GROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION Q i.. .¢ r� o INOICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE. U Q . JEF LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION o ?'.•.•zo o VAT A'✓AILABLE, THE SURVEYOR HAS NOT PHYSICALLY LOCATED " b Ia. =: ^ -.1 THE UNDERGROUND UTILITIES. Q Q 'z. cir 2.. THIS SITE IS LOCATED IN FLOOD ZONE C, BASED ON FLOOD INSURANCE RATE MAP, PANEL NO. 120.294 ' 0045 E,: CITY OF SAINIFORD, FLORIDA. 97 012 SHEET ' ' J. ELEVATIONS BASED ON NGVD DATUM, BENCHMARK � RM 1.3 ELEVA FION BEING 47-32 FEET MEAN ' SEA LEVEL. 4. FUTUREBUILDI(1G SLABS TO 5E USE FOR OUTSIDE F'ARKiIvG. `qE. •: ' 5. OFFICE Ar10 APARTMENT ARE FOR PROPERTY MANAGER ONLY. � ^4��t � `�... O s�,cers �1 i ..._............ . . ,...«........ .. .__. ..__-.. C4.1,f,r,a/kvl'-.IY+P•Ahv!1w.':rY.,V ,irbrxM^v,Vµ%nk•w,:,,,.»—.. .._.........,r.,-..........w+n,,r»....»u:.'.,nz..:rr;Km,nr.vw'...,e......."-...r-.....v...�....._.... e.0 r...r.w..,:n an a ...:.:::. u!V.w.w,....- .w,a ,., ... .iw :.n. r,r:e. 'u.««,.vw.a., w... wm,. .....,.,t....•.... _" .... ,"—.,.... .. .:..i..c:xwr ut rw ..Yarxt*^^'t. ,x +r:u rtx nN-nr "WFW:.n..pNl x.w:yximrv,r .w! AeHtt,.. • u .' r «.. .—.... Construction Plans A Typical Abreviations K K Kip L AB Anchor Bolt ABV Above ACI American Concrete Institute ADD'L Additional AFF Above Finish Floor AGGR Aggregate AISC American Institute of Steel Constrcution AISI American Iron and Steel Institute AL Aluminum ALT Alternate ARCH Architect(ural) ASTM American Society of Te ting Materials AWS American Welding Society B _ Bottom Of BB Bond Beam BLDG Building BL W Below BM Beam BOT Bottom BP Base Plate BRDG Bridging BRG Bearing BRK Brick BS Both Sides BTWN Between C C/ C Center to center CANT Cantilever CB Concrete Beam CC Concrete Colum CFS Cold Formed Steel CIP Cast -in -Place CJ Construction / Control Joint CL Center Line CLR Clear(ance CMU Concrete Masonry Unit COL lColumn CONC Concrete CONN Connection CONT Continuous CONT Contractor CTR Center CTR'D Centered CY Cubic Yard C DIA IDiameter DIAL IDiagonal DL Dead Load DN Down DTL Detail DWG Drawing D WL Dowel F EA Each EE Each End EF Each Face EJ Expansion Joint ENG lEngineer EOS Edge of Slab EL Elevation EQ Equal EQ S Equal Space(s) (ing) FS Each Side EW Each Way EXP Expansion EXT Exterior F F _ Face Of FDN IFoundation FF Finished Floor FL Floor FLG Flange FMC Framing FS Far Side FT Foot FTG IFooting A GA, g auge GALV Galvanized GB Grade Beam GC General Contractor GFC Grout Filled Cell(s) / Coarse GR Grade I HORIZI Horizontal HP High Point HS Headed Stud HSS Hollow Structural Section I Long ID jInside Diameter IF Inside Face INT Interior J Long Point JST Joist JT lJoint LG Long LL Live Load LNTL Lintel LONG Longitudinal LP Long Point M MAS Masonry MAX Maximum MB Machine Bolt MBM Metal Building Manufacturer MC Moment Connection MCJ Masonry Control Joint MECH Mechanical MEZZ Mezzanine MFR Manufacture(er) MIN Minimum MISC IMiscellancous MO Masonry Opening MS Metal Stud MTL Metal N NTS INot to Scale 0 OA Overall OC On Center OD Outside Diameter OF Outside Face OH Over Head OPNG Opening OPP Opposite Is PAF Power -Actuated Fastener PF_MB Pre -Engineered Metal Building PERP Perpendicular PC Precast PL Plate PLF Pounds per linear Foot PI_YWD Plywood PNL Panel PSF Pounds per Square Foot PSI Pounds per Square Inch PTN Partition IM R Radius RC Reinforced Concrete REF Reference REINF Reinforce(d) (ing) REQ Require REQ'D Required RF Roof RP Radius Point RTN Return RW Retaining Wall 111 SCH ISchedule SECT Section SHT Sheet SIM Similar Si Sawcut Joint SJI Steel Joist Institute SL Slope SP Space(s) SPECS Specifications SQ Square SSL Short Slotted STD Standard STIFF' Stiffener STL ISteel STIR Strength STRL Structural SW Short Way or Shear Wall STMM Symmetrical T T&B ITop & Bottom_ TB _ Tie Beam TC Tie Column TDS Turned -Down Slab TEMP Temperature THK Thick THNS Thickened Slab TOP'G Topping TYP Typical T/ Top Of U UNO Unless Noted Otherwise V VERT lVerticul W WD Wood WF Wall Footing WO Window Opening WWF Welded Wire Fabric 1-W—/1 With 35' SOUTH SANFORD SE F STO-R-A-GE SANFORD, FLI 9'-3" 171'-6" 9'-3" � I 1 3 3 9 9'-3" jj : j33 iii 7 j 7 20' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' I 10' x 20' ! 10' x 20' 10' x 20' 20' x 20' 3 11 —6 29'-10" 79' 8" I 79'-10" I 1 1 3 20' x 15' 10' x 15' '10' x 15' 10' x 15' 10' x 15' 10' x 15' 10' x 15 10' x 15' ' 10' x 15' 10' x 15' 10' x 15' 10' x 15' 10' x 15' ' 10' x 15' 10' x 15' 10' x 15' ' 20 x 15 I ? 14'-3" I BUILDING A UNIT MIX FINISH SCHEDULE Roll—up Doors Roof (storage) Roof (office / apartment) Perimeter Panel Trim Downspouts Piers & Headers * Color Selections must be on File prior to Releasing for Fabrication SHEET INDEX C-1 7S-0 COVER SHEET GENERAL NOTES S-1 BUILDING # 1 — UNIT MIX & FRAMING PLAN S-2 BUILDING # 2 — ELEVATIONS & SECTION S-3 DETAILS S-4 DETAILS S-5 DETAILS S-6 DETAILS S-7 DETAILS S-8 DETAILS BUILDING A UNIT MIX FINISH SCHEDULE Roll—up Doors Roof (storage) Roof (office / apartment) Perimeter Panel Trim Downspouts Piers & Headers * Color Selections must be on File prior to Releasing for Fabrication r General Notes 1. These plans and the information contained herein are the property of The Rabco Corporation unauthorized uses are prohibited. 2. Owner / Contractor is responsible to provide The Rabco Corporation with approved plans prior to fabrication. 3. Owner/Contractor is responsible for all necessary permits, fees, deposits, ect. 4. The owner and/or contractor shall review and determine that all dimensions are coordinated as required with all other design professionals drawings for project prior to fabrication of materials or start of construction. Any discrepancies shall be reported to The Rabco Corporation. 5. The sheetledges, rainlips and masonry ledges are vital to the proper fit of the steel construction. Owner/Contractor shall field verify all to be as shown on plans. If they are not to the drawings contact The Rabco Corporation before steel erection starts. 6. Any omissions and/or conflicits with plans shall be reported to The Rabco Corporation so that they can be resolved prior to proceeding. 7. Do Not Scale Drawings - if a dim. is req. contact The Rabco Corporation. 8. No modifications to plans shall be made without the permission of The Rabco Corporation. Modifications required due to field conditions or other contractors or items that which may adversely affect the structure requires written permission (no modifications to str. members is allowed). 9. All sections and details shall be considered to be typical or similar unless another section or detail is referenced on the plans. 10. Scope of Work of The Rabco Corporation is indicated in the contract. The drawings reflect scopes of work as required for permitting or at the direction of Owner/Contractor. 11. Elevator and Stairwell Shop Drawing are critical to ensure the dimensions and design outlined in these plans meet the minimum requirements required by this scope of work if under contract by others. In the event the contractor's or owner's failing to provide, he shall be responsible for the results or any such errors or omissions and the cost of rectifying the same. 12. The Rabco Corporation does not provide a rated ceiling in shaft enclosures unless specificated noted on plans. 1.3. Construction documents were designed and meet the requirements of the of the local building code designated under structural design criteria. 14. All components and cladding furnished by others not incorporated in these construction documents are required to meet the requirements of the and furnish shop drawings to governing authorities as required. 15. These loads are not applicable on self storage buildings where -the primary roof drainage is accomplished by gutters and downspouts. Secondary drainage occurs with gutter overflow which is at or below eave ht. of bldg(s). Structural Notes General 1. Temporary bracing should be provided to resist wind loading on structural components and structural assemblies during erection and construction phase. 2. Scopes of work by others whose lateral loads will be transferred into steel member provided byThe Rabco Corporation shall be temporary braced by others in a method, that does not interfere with erection of steel, until steel erection complete. 3. The uncoated minimum steel thickness of the cold -formed products as delivered shall not be less than 95% percent of the design thickness. Thickness measurements may be made anywhere across the width of the sheet, but not closer to the edges than the minimum distances specified in thr,- relevant ASTM specifications. Thickness at bends, such as corners, may be less than 95 percent of design thickness, due to cold -forming effects, and still be acceptable. 4. Recessed entries and breeze ways need to be recessed below finished floor to avoid potential water problems, roll up located in breeze way need to be installed in recessed area. If a change is made by Owner/Contractor please notify The Rabco Corporation as soon as possible. 5. All erection, fabrication, workmanship and installation shall be in accordance with installation procedures manual and / or industry standards approved by The Rabco Corporation and the Engineer of Record. Roof Systems: MSCI or Equal_ 1. Roofing shall be installed per manufacturer's recommendations and specs, along with The Rabco Corporation install. procedures manual. 2. Roof Sheets should be installed from the lowest step-down to highest elevation. 1. 2, 3. 4. 1. 2. 3 4. Insulation: Bay Insualtion Supply Co. or Equal Vinly Backed Insulation R -Values for winter conditions (mean 40 degrees F): .6 Ib Density Fiberglass 3.0" = 10, .6 Ib Density Fiberglass 3.5" = "11, .6 Ib Density Fiberglass 4.0" = 13, .6 Ib Density Fiberglass 6.0" = 19. Poly Single Bubble Foil Fire Rated R -Foil by TVM R -Values for Roof = 10 Foil Double Bubble Foil R -Foil by TVM R -Values for Roof = 10 Insulation shall be installed per the manufacturer's published instructions. Insulation may be installed in one or multiply layers to meet the req. R -Value Cold Formed Steel: L.GSI _Sections or Equal Cold Form Steel Sections shall conform to Applicable Provisions of ASTM A572, ASTM A607 and/or ASTM A611. Min. Deliveried Thickness of Cold Formed Steel Cee's & Zee's (`n 11n4inn ThirknnRn FIn14h 12 0.1050 Red -Oxide ONO on Plans 14 10.0700 Red-Oxlde ONO on Plans 16 0.0590 Red -Oxide UNO on Plans 18 0.0468 Galvanized 20 0.0352 Galvanized Min. Deliveried Thickness of Cold Formed Steel Piers & Headers (_nnc nQ-zinn ThirknpaM Fink:h 14 0.0700 Tex -Cote Finish applied in Field 16 0.0590 Tex -Cote Finish applied in Field 16 0.0550 Pre -Finished 3,000 18 0.0468 Tex -Cote Finish applied in Field Notes a. Inside return on piers is 3 1/2" to 4", verify required dimensions for exterior roll up doors. Load Bearing Stud to Track Connections: The ends of the load bearing studs must be installed into the top and bottom tracks so that the gap between the ends of the stud and the web of the track is as small as practicable and in no case greater than 3/16" at the time of installation. The gap must be less than 1/16" after the dead load of the structure is in place. Bolted Connections 1. Bolts not called out are to be ASTM A325 -X with a shear strength of 30 KSI. 2. The appropriate method for bolted connections used is the "turn of the nut" for tightening the bolts shown in the sections reflected in plans UNO. Concrete / Masonry Anchors or Fasteners: Hilti or Eaual 1. Anchors shall be installed and torqued per manufacturer's specifications. 2. Allowable capacities for concrete masonry units shall conform to ASTM C90 with 2000 psi grout - ASTM C476. 3,000 4" + 3. Material Specification Slabs -on -Grade <=4" thick) 3,000 a. Bolts and Studs ASTM A307 b. Carbon Steel Nuts ASTM A563 c. Carbon Steel Washers ASTM F436 d. Carbon Steel Threaded Rods ASTM A36 e. Wedge Anchors ASTM A510/A108 f. Zinc Plating ASTM B633 Welded Connections 1. All structural steel welding shall conform to American Welding Society Standard D1.1, latest edition. 2. All str. steel welding electrodes shall conform to AWS A5.1 or A5.5 E-70XX. 3. Paint all welds with rust inhibitive paint. Concrete Requirements from Buildina Component Location Notes 28D(psi) Slump 18 0.0474 Galvanized Max Agg Foundations 3,000 4" + - 1" 1 1/2* Slabs -on -Grade <=4" thick) 3,000 4" + - 1" 1 1/2 - 2"Slabs-on-Grade Slabs -on -Grade 4"+ thick 4,000 4" + - 1" 1 1/2 - 2"Tie Tie Beams 4,000 4" + L7 1" 3/4" Tie Columns 3,000 4" + - 1" 3Z4 - 4"Cast-in-Place Cast -in -Place Beams 4,000 4" +/- 1" 1" Cast -in -Place Columns 4,000 4"+ p - 1 1" Elev. Slabs mtl deck 3,000f 4" -19.76 -18.96 Filled Cell Grout ASTM L4761 2,500 8" to '11" 8" 3/8 - Notes a. The above requirements are general and do not supersede notes or details in the plans. b. Minimum Flexural Strength = 550 psi c. Slump for Ramps and Sloping Surfaces shall not exceed 4" d. Cold Joints is not Recommended - Although if Contractor requires cold jts. they should be a min. of 2' - 0" off centerline of columns. e. If lateral load from retaining walls or stern walls are being transfed through building do not backfill until elevated slab(s) are poured and the concrete has achieved design strength. f. Slabs < 5" - reinforced with 6 x 6 W1.4 x W1.4 & Slabs > 5" - reinforced with 6 x 6 W2.1 x W2.1 Metal Floor Deck: Vulcraft or Equal 1. Deck shall conform to the Steel Deck Institue - Design Manual for Composite and Non -Composite Decks, Form Decks and Roof Decks, latest edition. 2. The requierments of the lastest adopted edition of the AISI section A3 shall govern fabrication of the specified steel deck. 3. All field welding of floor deck shall be in strict conformance with ANSI / AWSD1.3 Structural Welding Code. 4. The minimum yield strength of steel used shall be 33 ksi. 5. Galvanizing shall conform to ASTM A653-94 structural quality and federal spec QQ-S-775. 6. Min. Deliveried Thickness of Metal Floor Deck Gnnn neginn Thickness Finish 7. Composite steel floor deck shall be attached to the supporting structure as recommended by the manufacture with maximum spacing not to exceed 18" O.C. Typical pattern of 36/4 using the following fasteners UNO on plans. n 11 Sldelap's 16 0.0598 Galvanized Building 18 0.0474 Galvanized 20 0.0358 Galvanized 22 0.0295 Galvanized 7. Composite steel floor deck shall be attached to the supporting structure as recommended by the manufacture with maximum spacing not to exceed 18" O.C. Typical pattern of 36/4 using the following fasteners UNO on plans. n 11 Sldelap's #12 Hex Head Screws Building for quantity ands acing see lana Cold Formed Steel #14 Hex Head Screws Structural Steel => 1/8" #14 Hex Head Screws or Load Combinations: 0.145 Min. Dia. PAF Ends of metal deck shall bear a minimum of 2 - 1/2" on supporting members UNO on plans. Ends of metal deck shall either be lapped or abutt and shall have a minimum of 1" end distance from center of fastener. Pentrations through floor slab are not permitted without written approval by the Engineer of Record. Site Requirement Notes 1. The Rabco Corporation requires site to be stabilized and maintained during heavy percipitation. 2. Owner / Contractor to provide material storage area on site other than building being erected. 3. A construction dumpster unit must be provided on the jobsite at no cost to The Rabco Corporation. 4. Temporary power shall be provided to allow for a mazimum power lead run of 200 feet to each structure being erected. 5. Temporary power must meet all applicable codes and safety requirements. 6. Building pads will be broom clean and free of debris prior to The Rabco Corporation crew beginning installation sequence as agreed. 7. Access to the site and all sides of building with equipment and free from any encumbrances to delivery or erect. 8. Cleaning of materials, including but not limited to, wall panels and structural materials, is not responsibility ofThe Rabco Corporation. 9. The contractor shall properly protect the work for public safety and against accidents, weather or any other hazards with lights, guardrails or barricades as applicable (includes fall protection on multi -story buildings). Structural Desib►n Cri t o rz a Codes and ReAerences Building Code: 2004 Florida Building Code Reference Standard: ASCE 7-02 Least Hor. Dim. (ft.): Load Combinations: Per ASCE7 (ft.): 17.50 Design Manuals: AISC Manual of Steel Construction (ft.): Allow Stress Design - 9th Edition 0.00 AISI Specification for the Design of 6,650.00 Cold Formed Steel Structural Members 1996 Str. Members Design: Allowable Stress Design (ASD) 10 (also called working stress design) Wind Load 1De��jgn Parameters Wind Vel. -3 Sec. Gust(V-mph) = 120 Location Description = Hurricane Regions(V>100mph) Procedure = Analytical - Method 2 Components and Cladding Method = Low -Rise Buildinq & Buildings - h <= 60 ft. D'Y. rl, n" -1 C I n fn I a- n a A s a1j %1u v Claas2 2eat2on I✓ 6/ 9 w v 4l vv 9 V v No. I A Const. Type = Occupancy Group (primary) = Occ. (secondary if mixed) = Stories = Spkler Sys(per NFPA13) = Loadzn� Effective Weight (kips): Design Base Shear (kips): Roof Dead Load (psf): Roof Live Load (psf): Floor LL - Lt. Storage (psf): Floor LL -- Corridors (psf): Colateral Loads Storage (psf): Colateral Loads Hallways (psf): Edge Condition - a (ft.): T e IIB -Un Group S-1 N/A 1 - Story No 66.50 6.26 Self Weight 20.00 N/A N A 2.00 2.00 3.30 Deseriptzon Bldg Enclosure Classification = Enclosed Roof Pitch Rise (in./ft.): = 8.25 0.25 Least Hor. Dim. (ft.): 35.00 Distance to Ridge (ft.): 17.50 Width (ft.): 35.00 Length (ft.): 190.00 Adjustment (sf): 0.00 Building Sq. Ftg. (sf): 6,650.00 Mean Roof: 8' - 3" Wind Loads I O -al Jq. t -Cq. = b,b7U.UU Nature of Occupnacy: I -Bldg or Str represents Low Hazard to Human Life Category: I Wind Roof Type = Gable Roof <= 7' or Monoslope Roofs <= 3' Assumed Exposure B Bldg Enclosure Classification = Enclosed Mean Roof Height = 8.25 Numerical Coefficient = 0.00256 Wind Load Imp. Factor (1) = 0.77 Vel. Pres. Exp. Ceoff. (Kh) = 0.70 Topographic Factor (Kzt) = 1.00 (Assumed No Topo Factors) Wind Directional Factor (Kd) = 0.85 Velocity Pressure (qh) = 16.89 Int. Pressure Coeff. (GCpi) = 0.18 -0.18 Design Wind Pressures = qh x (GCp - GCpi) Component and Cladding Pressures Effective Areas (sf) Roof Pressures 1, 2 & 3 Positive 1 Negative 2 Negative 3 Negative Watt Pressures 4 & 5 Positive 4 Negative 5 Negative 10 20 50 100 200 500 10.00 10.00 10.00 10.00 -19.93 -19.43 -18.75 -18.24 -33.44 -29.91 -25.20 -21.62 -50.33 -41.75 -30.31 -21.62 10 20 50 100 200 500 18.24 17.45 16.36 15.56 14.75 13.68 -19.76 -18.96 -17.88 -17.08 -16.28 -15.20 -24.32 -22.72 -20.53 -18.96 -17.38 -15.20 171'-6" n /n /7" .. 1 1 1 /A" LINE KEY HORIZONTAL PARTITION PANEI 29ga GALVALUME TYPE "U" COLUMNS FIRE WALL 9 26ga VERTICAL PERIMETER PANEL (EXTERIOR) I CORNER PIER, HEADER, PIER — ZEE BEAMS COLUMNS STRUCTURAL NOTES COLUMN 4016 — 4" X 2 1/2" X 16ga GEE PURI_IN : 4Z16 — 4" X 2 1/2" X 16ga ZEE ONE HOUR RATED WALL U(: #U425 4" X 20ga STUDS 0 2' O.C. MIN. BY METAL BUILDING COMPANY & (1) LAYER 5/8" GYP. BOARD EACH SIDE BY OTHERS EDGE/2„ 1 1/2- x 2 1 /2" 1 1/2" x 2 1/2" SHEETLED SHEETLEDGE 1 1/2" x 1161 /4 RAINLIP 1 1/2" x 2 1/2" SHEETLED .0 BUILDING A UNIT MI/A 1/2" x 11 1 /4" RAINLIP 1 1/2" x 2 1/2" SHEETLF_DGE 1/2" HEETLEDGE FRONT *)UILDING A FRAMING PLAN RAKE TRIM T/EAVE 81-311 FROM R.L. 1 RAKE TRI T/EAVE 8' FROM R.L. GUTTER EXP. BOX i GUTTER 1 GUTTER EXP. BOX i DOWNSPOUTS 30' O.C. MAXI a„>•LLIr..O. 1}�„a„�„- uyi_„ � .....,amu,-.. �LLl.O.Ifl.1�.11�.1.�I1L�1,l r.,l��„rl,lr.p.�ll �.Lll�lll�l.I�ll�ll._,l,LLr”,1.�1,1�1,_�,.�,.111."Il!•all.!•�.11rl„ :. ,., ': - WA -1 I '. • �. \ � • � 11111 I,A»1,,}}1,.,}}pY ,1,111 M 1 1 IY 1 I"1 �wrY .: � ��• 1�w ' , W r .►ars r �I. yrrl�r rl .�,�.�� IE BUILDING BACK ELEVATION TYPICAL PIER AND HEADER TEX COTE PAINTED (FIELD APPLIED UNLESS INDICATED OTHERWISE) PIER - 18" X 16ga CORNER PIER - 9" X 9" X 16ga SIDE WALL HEADER - 15" X 18ga 24ga STANDING SEAM ROOF "ULTRA-DEK" (GALVALUME) DOWNSPOUTS 30' Q.C. MAX. 0 GUTTER EXP. BOX 90' O.C. MAX. (AIAKE TRIM T/EAVE 8-31, FROM R.L. 9'-3" —" I fes-- 8'-611 --I I-� 8'-6" �I fes- 8'-6" —�-I h�— 8'-6" 8'-6" 8'-6" ---1 fes- 8'-6" 8'-6" 8'-6" 8'-6" 81-6" 8'-6" 8'-6" �� I� 8'-6" -�� f� 8'-6" —m) I 8'-6" �I I� 8'-6" �1 I� 8'-6" �1 190' - BUILDING FRONT ELEVATION GUTTER AND DOWNSPOUT 20' T/RIDGE d FROM R.L. RAKE TRIM GUTTER AND DOWNSPOUT GUTTER AND DOWNSPOUT — T/RIDGE T/EAVE 15" X 18ga HEADER - 18" X 169a PIER I -� T/E AVE " FROM R.L. 5' 8'-2j" 5' 8' —4" LO' 8,-%" 5' GUTTER AND DOWNSPOUT - T/EAVE F 8'-3" 5' FROM R.L. 20' UTTER AND DOWNSPOUT T/EAVE T/RIDGE �” 8,-811 RIDGE CAP 2 g VERTICAL -•— 35' -24ga STANDING SEAM ROOF "UL TRA-DEK" (GA1_VAL UME) " VINYL BACKED INSULATION IN ROOF /—'4" X 2 1/2" X 16ga ZEE BEAM 8,-64" 8,_4" 8,-3j" 5' 5' 1 5' 4 GUTTER AND DOWNSPOUT T/EAVE 15" X 18ga HEADER 8-31, - I 18" X 16ga PIER FROM R.L. ' I I I I FROM R.L. 4" X 2 1/2" X 16ga FOUNDATION AND FOOTING 1 1/2" X 11 1/4" CEE COLUMN TYP. BY OTHERS — 1 1/2" X 11 1/4" RAINLIP RAINLIP 35' - -- SECTION A -A R.L. TRIM T/E4VE T -311 ! FROM R.L. WA -1 GUTTER AND DOWNSPOUT — T/RIDGE T/EAVE 15" X 18ga HEADER - 18" X 169a PIER I -� T/E AVE " FROM R.L. 5' 8'-2j" 5' 8' —4" LO' 8,-%" 5' GUTTER AND DOWNSPOUT - T/EAVE F 8'-3" 5' FROM R.L. 20' UTTER AND DOWNSPOUT T/EAVE T/RIDGE �” 8,-811 RIDGE CAP 2 g VERTICAL -•— 35' -24ga STANDING SEAM ROOF "UL TRA-DEK" (GA1_VAL UME) " VINYL BACKED INSULATION IN ROOF /—'4" X 2 1/2" X 16ga ZEE BEAM 8,-64" 8,_4" 8,-3j" 5' 5' 1 5' 4 GUTTER AND DOWNSPOUT T/EAVE 15" X 18ga HEADER 8-31, - I 18" X 16ga PIER FROM R.L. ' I I I I FROM R.L. 4" X 2 1/2" X 16ga FOUNDATION AND FOOTING 1 1/2" X 11 1/4" CEE COLUMN TYP. BY OTHERS — 1 1/2" X 11 1/4" RAINLIP RAINLIP 35' - -- SECTION A -A R.L. TRIM T/E4VE T -311 ! FROM R.L. BEND END OF ROOF PANELS DOWN USING TOOL PROVIDED BY THE METAL BUILDING COMPANY SEE ENLARGED VIEW BELOW GUTTER STRAP AT 4' O.C.(SUNBELT) 3" AT 2' O.C.(SNOWBELT) owl= 14x 7/8" ULTIMATE LAP TEK - W/ SEALING WASHER FASTENER # TX4 GUTTER TRI BEAD TAPE SEALER -- --� 140/8" LAP TEK ULT. W/ SEALING WASHER AT 12" O.C. + (CONT. TRI BEAD SEALANT + BETWEEN GUTTER AND U-DEK) v 18ga OR 16ga HEADER — (15" HEADER SHOWN) 1 4-14X 1" TEK 3 WHEN HEADER IS OVER 18"—�^- FASTENER #T1 B BEND DOWN. ROOF SHEET WITH TOOL GUTTER (2) 1/2-x3-3/4' WEDGE ANCHOR AT EA. PIER FASTENER #WA.5-3.75 FOLLOW INSTALLATION PROCEDURES AS LISTED IN ROOF SECTION. METAL INSIDE CLOSURE - 1/4-14 x 1 1/4" ULTIMATE LAP TEK FASTENER #TX3 TRI BEAD TAPE SEALER FULL LENGTH OF EAVE OVER AND UNDER I/S CLOSURE 1/4"-14x1" TEK (2 PER INSID CLOSURE) FASTENER T1 B ROOF INSULATION PEV �ONTRACT I . RETAINER ANGLE / (1) 1 /2"DIAx 1 " BOLTS — (PIER TOP PLATE) #8.5-1 FLAT WASHER INSIDE OF PIER ONLY (3) 1 /2"DIAx 1- BOLTS BOLTS AT HEADER TO PIER FLAT WASHER BOTH SIDES OF CONNECTION #8.5-1 Ah\In111T 1 IDLES 1/4"-14 X 1 1/4" ULTIMATE TEK #TX3 FASTENER W/ SEALING WASHER (8 PER ENDLAP TRI BEAD SEALANT OVER KNIFE EDGE 3" STANDING SEAM ROOF PANELS i ULTRA DEK® i BACKUP PLATE ►�-- TRI BEAD TAPE SEALER LOCATED OVER PRE PUNCHED HOLES �-- ROOF CLIP 1/4"-14x1" TEK FASTENER #T1B ZEE BEAM (AS RQD. SEE PLAN) 3" STANDING SEAM ROOF PANELS GAUGE AND COLOR AS SPECIFIED IN CONTRACT NOTE: APPLY TRI BEAD TAPE SEALANT OVER KNIFE EDGE OF MALE SEAM OF U—DEK PRIOR TO ASSEMBLING OF iNDATION U—DEK WITH FEMALE PORTION OF SEAM FRS ' f:)ROOF .LOW .FIDE FAVF, PIER & HEADER S-3) TRI BEAD TAPE SEALER OVER AND UNDER METAL INSIDE CLOSURE FASTENER #TX4 FASTFNFR JITX4--. 18ga OR 16ga HEADER (15" HEADER SHOWN) U DEK TO HEADER FASTENER #TX3 FASTENER #T1 B /—FASTENER #TX3 ROOT' .LOW SIDE SAVE, PIER & HEADER STANDING SEAM ROOF ULTRA DEKO ROOF INS. PER CONTRACT RETAINER ANGLE APPLY DOUBL EFACE TAPE OVER CLOSED HEM AREA OF RETAINER ANGLE WHEN INSULATION IS USED. (1) 1/2"DIAX 1" BOLTS #B.5-1 FPIER TOP PLATE) LAT WASHER INSIDE OF PIER ONLY —(3) 1/2"DIAx 1" BOLTS #B.5-1 BOLTS AT HEADER TO PIER FLAT WASHER BOTH PIER SIDES OF CONNECTION TRI BEAD TAPE SEALER SEE ENLARGED VIEW BELOW -- RAKE SUPPORT RAKE TRIM ----� / 14x 7/8" ULTIMATE LAP TEK W/ASTNRWXE FASTENER 14 18ga OR 16ga HEADER —� (15" HEADER SHOWN) 7/8" 1/4"-14X1 TEK WHEN HEADER IS OVER 1 " FASTENER T1 B ATTACH HEADER TO PIER WITH 6 1/4"-14 X 1 TEK WERE BOLT HOLES DO NOT ALIGN _ FASTENER #T1 B (2) 1/2"x3-3/ WEDGE ANCHOR AT EA. F FASTENER #WA.5-3. -3 0 FASTENER #TX4 X(,1/4-14X 1 1/4" UL TIMATE TEK AT 2'-0" O.C. W/ SEALING WASHER FASTENER # TX3 ) 1/2"DIAx 1" BOLTS #B.5--1 (PIER TOP PLATE) 3" STANDING SEAM ROOF PANELS ULTRA DEK'@ J ZEE BEAM PER PLAN I � I i ��1/4"— 14X1" TEK FASTENER #T1B THROUGH EAVE CHANNEL INTO ZEE BEAM WHEN INSTALLING RAKE SUPPORT LOCATE SCREWS IN CENTER OF SLOTTED HOLE IN RAKE ANGLE (2'-6" O.C.) AT MID SPAN BETWEEN ZEE BEAMS VFASTENER #T5 a CHANNEL ATTACHED TO EACH PIER H 4-1/4 X 14 X 1 TEK FASTENER #T1 B AND DER FLANGE WERE APPLICABLE 24" O.C. (3) 1/2"DIAx 1" BOLTS #8.5-1 BOLTS AT HEADER TO PIER CONDUIT HOLES JNDATION E_ND WATT - RAKE, PIER & HEADER 14x 7/8" ULTIMATE LAP TEK— W/ SEALING W�SHER FASTENER TX4 7 18a OR 16ga HEADER 115" HEADER SHOWN) TRI BEAD TAPE SEALER Ill FASTENER TX4 1 X 1 ANGLE ER TX3 1 /4"-14x 1-1 /4"TEK FASTENER #T5 3" STANDING SEAM ROOF PANELS ULTRA DEKA 14ga CHANNEL ATTACHED TO EACH PIER ZEE BEAM PER PLAN WITH 4-1/4 X 14 X 1 TEK FASTENER #T1 B AND HEADER FLANGE WERE APPLICABLE 24" O.C. (1) 1 /2"DIAx 1 " BOLTS #13.5-1 FR TOP LATWASHER �TE) INSIDE OF PIR ONLY \—(3) 1 /2"DIAx 1- BOLTS #.5-1 -- BOLTS AT HEADER TO PIER FLAT WASHER BOTH PIER SIDES OF CONNECTION END WALL RAKE, PIER & HEADER BEND END OF ROOF PANELS DOWN USING TOOL PROVIDED BY METAL BUILDING COMPANY SEE ENLARGED VIEW BELOW GUTTER STRAP_\�t AT 4' O.C.(SUNBELT) 3" AT 2' O.C.(SNOWBELT) 14x 7/8" ULTIMATE LAP TEK W/ SEALING WASHER FASTENER # TX4 GUTTER �11' METAL INSIDE�\ / j CLOSURE 14x7/8" LAP TEK ULT. W/ SEALING WASHER AT 12" O.C. FASTENER #TX4 (CONT. TRI BEAD SEALANT BETWEEN GUTTER AND U-DEK) 2 X 4 TRIM ON WALL PANEL 7 (INSTALL PRIOR TO INSIDE CLOSURES) CEE COLUMN AT 10' O.C. AT SIDEWALLS EXTERIOR VERTICAL PANELING SCREW TO TOP TRACK , ZEE GIRT, AND BOTTOM TRACK W/ 12 x 1 S.D.S. FASTENER #T17 AT 12" O.C. SIDE LAPS TO BE SCREWED 20" O.C. W/14 x 7/8 LAP TEKS FASTENER #T4A 4"x2 -1/2"X16 GA. INSET ZEE GIRT 4'-6" BASE TRIM- IRS10 END LAPS- FOLLOW INSTALLATION PROCEDURES AS LISTED IN ROOF SECTION. 1/4-14x 1 1/4- ULTIMATE TEK FASTENER #TX3 1/4 -14X 1 1/4- ULTIMATE #TX3 I TRI BAD TAPE SEALER W/ SEALING WASHER FULL LENGTH OF EAVE OVER (8 PER ENDLAP) AND UNDER I/S CLOSURE f TRI BEAD SEALANT FASTENER #T1 B OVER KNIFE EDGE FASTENER 3" STANDING ROOF INSULATION SEAM ROOF -PANELS I — 7 �� ULTRA DEK �� /-BACKUP PLATE �— TRI BEAD TAPE SEALER 1 (LOCATED OVER PRE PUNCHED HOLES) RETAINER ANGLE ROOF CLIP 4x2x14 GA. TOP TRACK 1 4"-14x1" TEK T1B (1) FASTENER #T1A / # Pd SIDE ZEE BEAM (AS RQD. SEE PLAN) STANDING SEAM ROOF PANELS — W�xGX CLIP ANGLE (441 #12 TEKS INTO CEE COLUMN AND (2) INTO GIRT FASTENER #T1A 1 /2"DIA. 3 3/4" LOK/BOLT WEDGE ANCHOR 3' O.C. INSTALLED W/ MIN. EMBEDMENT OF 3" INTO CONCRETE SLAB. FASTENER # WA .5-3.75 4" X 2" X 16ga GALV. BOTTOM TRACK ANCHOR CEE COLUMN TO TRACK W/ (1) 12x 3/4" TEK (1) FASTENER #T1A PER SIDE NOTE: APPLY TRI BEAD TAPE SEALANT OVER KNIFE EDGE OF MALE SEAM OF U—DEK PRIOR TO ASSEMBLING OF U—DEK WITH FEMALE PORTION OF SEAM 1 X 1 ANGLE TRI BEAD TAPE SEALER SEE ENLARGED VIEW BELOW RAKE SUPPORT FASTENER #T17 RAKE TRIM r I 14x7/8 LAP TEK W/ SEALING WASHER FASTENER # T4A 1 26ga VERTICAL PANEL SCREW TO TOP TRACK , ZEE GIRT, AND BOTTOM' FASTENER T#17 AT 12" O.C. SIDE LAPS TO BE SCREWED 20" O.C. W/14 x 7/8 LAP TEKS FASTENER #T4A 4" x 2-1/2" x 16 GA. INSET ZEO GIRT 4'-6" 4" X 2" X 16ga GAL V. BOTTOM TRACK - BASE TRIM-RS101 -- FASTENER #TX4 /-- 1/4 W/ SEALING WASHERS TEK FASTENER #TX3 1/4"-14x1-1/4" SHOULDER TEK FASTENER #T5 AT PURLIN 3" STANDING FSEAM ROOF--PANELS \\ ULTRA DEK I I I I I � I I ZEE BEAM PER PLANS I �I (1) 1/2"DIAx 1" BOLTS I I FASTENER # B.5-1 I I I I I I I I I I GEE COLUMN AT 5' O.C. AT ENDWALLS I I I 'I IL 4x4x12 GA. CLIP ANGLE I I W/ 4 #12 TEKS INTO CEE COLUMN AND (2) INTO GIRT #T1A 1/2 -DIA. 3 3/4" L.OK/BOLT WEDGE ANCHOR 3' O.C. INSTALLED W/ MIN. EMBEDMENT OF 3" INTO CONCRETE SLAB. I FASTENER # WA .5-3.75 I ANCHOR CEE COLUMN TO I TRACK W/ (1) 12x 3/4" TEK (1) FASTENER #T1A PER SIDE ROOF LOW SIDE EAVE, PANELED WALL _ 2 END WALL W/ GOOF PANEL, ON MODULE S--4 VERTICAL WALL PANEL S-4 VERTICAL WALL PANEL GUTTER STRAP END OF ROOF PANEL BEND DOWN USING BEND DOWN TOOL TRI BEAD TAPE SEALER - OVER AND UNDER METAL INSIDE CLOSURE FASTENER #TX4 FASTENER L TRI BEAD TAPE SEALER FASTENER #TX4 FASTENER #T1A --- 2 X 4 ANGLE NOTE: -MUST BE INSTALLED PRIOR) TO METAL INSIDE CLOSURES. 2X4 ANGLE IS CRITICAL TO CREATE A WEATHER TIGHT SEAL AT THE EAVE. VERTICAL WALL SHEETS U DEK TO HEADER FASTENER #TX3 INSIDE METAL CLOSURE FASTENER #Ti B /—FASTENER #T12 4X2X14ga TOP TRACK FASTENER #T1A ROOF AT LOW SIDE EAVE, PANEL FD WALL STANDING SEAM ROOF ULTRA DEK@ — ROOF INSULATION RETAINER ANGLE APPLY DOUBLEFACE TAPE OVER CLOSED HEM AREA OF RETAINER ANGLE WHEN INSULATION IS USED. CEE COLUMN PER PLAN TRI BEAD TAPE SEALER FASTENER #T17 RAKE TRIM FASTEN ER VERTICAL WALL SHEETS FASTENER #TX4 1 X 1 ANGLE -- FASTENER #TX3 REVISIONS END WALL W/ ROOF PANEL, ON MODULE VERTICAL WALL PANEL 1/4"-14x1-1/4" SHOULDER TEK FASTENER #T5 RAKE SUPPORT STANDING SEA ROOF ULTRA DEKW ZEE BEAM PER PLAN (1) 1/2" DIA X 1" BOLTS FASTENER #13.5-1 SINGLE STORY COLUMN AND BEAM CONNECTIONS CL STRUCTURAL DIM. LINE STRUCTURAL DIM, LINE [— CL STRUCTURAL DIM. LINE 7-1/2" SHORT LAP I NOTE: TOP FLANGE OF ZEE STANDS 1" TALLER 11-1 2" SHORT LAP / � [—STEEL LINE THAN TOP OF CEE COLUMN. II 11-1/2- SHORT LAT P BUILDING WIDTH OR LENGTH DIMENSION PIER FACE 4"x2-1 /2"x16 GA. ZEE BEAM (2) 1 /2"DIA. x 1" A307 BOLTS -TYP. FASTENER #B.5-1 4"x2-1 /2"x16 ZEE BEAM GA. I (4) 1 /2"DIA. x 1" NOTE: TOP FLANGE OF ZEE STANDS 1" TALLER A307 BOLTS -TYP. THAN TOP OF CEE COLUMN. FASTENER #B.5-1 1" SET BACK (IF FOUNDATION ALLOWS}- -- 11.25" RAINLIP (2) 1/2"x3-3/4" 1 1/2- WEDGE ANCHOR AT EA. PIER FASTENER #WA.5-3.75_ - ---------------- I 1 /2"DIA. 3 3/4" LOK/BOLT WEDDGE ANCHOR 6 ga GALV. CENTERLINE OF COLUMN CEE COLUMN L 12 GA. BASE ANGLE ATTACH TO COLUMN W/ 1/2 0 X 1 A307 BOLT (1) 1/2"x3—WEDGE ANCHORS OR EQUAL FASTENER #B.5-1 �\ / MINIMUM EMBEDMENT=3 FASTENER #WA.5-3.75 6"x2-1/2"x16 GA. CEE COLUMN 12 GA. BASE ANGLE ATTACH TO COLUMN W (2)1/2-0 X 1 A307 BOLT FASTENER #B.5-1 CENTERLINE OF COLUMN (2) 1/2"x3-3/4' WEDGE ANCHORS OR EQUAL MINIMUM EMBEDMENT=3 FASTENER #WA.5-3.75 � \N�\��\� \ \ \ \ \ \ \ j��\\\ �j ' // ' // ' // �j SLAB ANDFOUNDATION BY RS -- SLAB AND FOUNDATION 4" MIN. SLAB AND FOUNDATION 4" MIN, NOTE: (6) 1 /2"DIA. x 1 " TOP FLANGE OF ZEE STANDS 1 " TALLER I I OF 3" INTO CONCRETE SLAB. FASTENER # WA NOTE: VIEW PERPENDICULAR TO LENGTH OLJjUJLUM A307 BOLTS -TYP. THAN TOP OF CEE COLUMN. VIEW PEI3PEUDICULM TO LENGTH OF BUILDING VERIFY SLAB WIDTH AND LENGTH BEFORE SETTING PIERS IN 1" NOTE: GAUGES MAY CHANGE DUE TO LOAD CONDITIONS ZEE BEAM ZEE BEAM COLUMN CONNECTION FOR 8", 10" & 12" (,Z ZEE BEAM COLUMN CONNECTION 4" X 2" X 16 � GALV. BOTTOM TRACK 9 MER TO FOUNDATION DETAIL 4" CEE COLUMN &6" 4" ZEE BEAM 'S—JrCEE COLUMN & 4" ZEE BEAM VERTICAL PANEL SHOWN STRUCTURAL DIM. LINE CL STRUCTURAL STRUCTURAL DIM, LINE [—STEEL LINE 7-1/2" SHORT LAPI II 11-1/2- SHORT LAT P - ---------------- I 1 /2"DIA. 3 3/4" LOK/BOLT WEDDGE ANCHOR 3' O.C. INSTAI I ED W/ MIN. EMBEDMENT (4) 1/2"DA. x 1" NOTE: (6) 1 /2"DIA. x 1 " TOP FLANGE OF ZEE STANDS 1 " TALLER I I OF 3" INTO CONCRETE SLAB. FASTENER # WA A307 BOLTS -TYP. NOTE: FASTENER #B,5-1 TOP FLANGE OF ZEE STANDS 1" TALLER A307 BOLTS -TYP. THAN TOP OF CEE COLUMN. I I .5-3.75 6"x2 -1/2"x16 GA. THAN TOP OF CEE COLUMN. 6"x2 -1/2"x16 GA. FASTENER #B.5-1 ZEE BEAM TYPICAL FOR 8", 10" & 12" 4" X 2" X 16 � GALV. BOTTOM TRACK 9 VERTICAL PANEL SHOWN I I ALV. 1/2"x16 M GALV. GALV. CEE COLUMN �- CENTERLINE OF COLUMN 6 xCEE COLUMN CENTERLINE OF COLUMN I I I ANCHOR GEE COLUMN TO 12 GA. BASE ANGLE 12 GA. BASE ANGLE I I TRACK W/ (1) 12x 3/4" TEK ATTACH TO COLUMN W/X 1 A307 BOLT (2)1/2" 1/2"x3-3/4" WEDGE ANCHORS OR EQUAL ATTACH TO COLUMN(2)1/2"0(1) (2)'1/2 "� X 1 A307 BOLT (2) 1/2"x3--3/4" WEDGE ANCHORS OR EQUAL BASE TRIM- RS101 I FASTENER T1A PER SIDE FASTENER #B.5-1 MINIMUM EMBEDMENT=3" FASTENER #B.5-1 MINIMUM EMBEDMENT=3" FASTENER #WA.5-3.75 FASTENER #WA.5-3.75.tr --"--T SLAB AND FOUNDATION 4" MIN. SLAB AND FOUNDATION 4 MIN. i 1 1/2 _.__ VIEW PERPENDICULAR TO LENGTH OF BUILDING VIEM pERPENDICULAR TO LENGTH OF BUILDING SLAB AND FOUNDATION BY OTHERS 3 ZEE BEAM COLUMN CONNECT_TON 4 ZEE BEAM COLUMN CONNECTION PANEL TO STAB CONNECTION 1") —� 4" CEE COLUMN & S— 5 6" CEE COLUMN & 6" ZEE BEAM 6" ZEE BEAM SHE 4" GALVANIZED BASE TRI FRAMING DRAWING GROUND LEVEL — ' kSTENER #T1A BOTTOM CHANNEL ) CEE COLUMN ;18 REW 4" COLUMNS TOGETHER 2'-0" O.C. 3TENER #T1A SHEETLEDGE 4" GALVANIZED BASE TRACK SCREW 4" COLUMN TO CORNER PIER 2'-0" O.C. FASTENER #T1A JAMB TRIM—INSTALL BEFORE R—PANEL . 4C16 / ANOTE: CAULK ND CORNER PIER BETWEEN JAMB TRIM 11 1/4" RAINLIP \_ CORNER PIER PIER AND HEADER SIDE WALL TO PANELED END WALL & REAR SIDE WALL ROOF PANELS (1) 1/2"DIA.x1" BOLT ZEE BEAM NOTE, PARTMON PANEL WILL BE A MAXIMUM OF 8 BELOW ROOF OR FLOOR DECK SEE PLANS FOR 1 1/2" SHEETLEDGE 1X12X26ga GALVALUME PARTITION ANGLE SIZE AND LOCATION PANEL IF GAP BETWEEN TOP OF PARTITION AND UNDERSIDE AT C -1 W/Cu ROOF EXCEEDS 8" (NORMALLY ON CPERCPILAN N CEE COLUMN BUILDINGS OVER 9'-0" TALL.) r 177 LL SEE PLANS FOR 12 X 3/4 TEK 0 6" O.C. VERTICALLY SIZE AND LOCATION I I FASTENER #T1A 12 di X 3/4 TEK AT 2'-0" O.C. PARTITION PANEL AND MO CAP POINT OF SCREW J w ON OPPOSITE SIDE. APPLY MO CAPS ON SCREWS 6'-0" AFF U—PANELGUAGE PER CONTRACT 5' X 15 5 X 15 a 10' X 10' FL -11 0/S CORNER CFF COLUMN PER PLAN PARTITION PANELING CS -1s THIS SIDE OF COLUMN 1 X 12 26ga GALVLUME PARTITION ANGLE MAYBE PARTITION IF GAP BETWEEN GAUGE PER CONTRACT SAME LENGTH OF CEE COLUMN I ANGLE CLIPR—PANEL W USED TO EXTEND TOP OF PARTITION AND UNDERSIDE AT ROOF 1/2" X 3 3/4" WEDGE ANCHOR CS -1 W /0 CLIP #WA .5-3.75 CLIP W/1O0 CLIP � EXCEEDS 8". (NORMALLY ON BLDGS OVER 9'-0" TALL) NOTE:— I THE PARTITION PANEL SHOULD BE 9 -10 3/;f" U -PANEL CS -1 INSTALLED WITH THE PURLIN BEARING 9'-10 3/4- U -PANEL LEG UPWARD. W/O CLIP PAR TI TION PANEL w w CS -la THIS SIDE OF COLUMN z a 22ga CS -1 SAME HEIGHT AS COLUMN. FIELD EA. END OF PART. WALT FASTEN TO PIER TOP, I I CUT To FI'T UNDER ZEE FLANGE BOTTOM, AND MIDDLE I # 12 x 3/4 'TEKS AT 20" O.C. (ZEE NOT SHOWN FOR CLARIFY) 5' X 10' 5' X 10' PLATE W/ 12 TEKS FASTENER A I (COVER EXPOSED PORTION OF SCREWS 10' X 10' OR USE 1 SHOT PINS W/ PLASTIC CAPS TO 6' A.F.F.) 24" O.C. FOR CMU OR FASTENER #T1A APPLY SCREW FROM OTHER TILT WALL SIDE OF PARTITION I I CEE COLUMN W/CLIP FASTEN PANEL TO CS -1 I '`- ATTACH PANEL TO CEE COLUMN PER PLAN W/ #12 TEKS AT W/ #12 TEK AT 6" O.C. VERTICALLY 6" O.C. (EVERY(EVERY CORRUGATION) CORRUGATION — TYP.) FASTENER #T1A FASTENER #T1A PARTITION PANELING — TYPE "U" GENERIC FRAMING FOR PARTITIONS PARTITION WALL DETAIL WITH CROSS PARTITIONS SHE 4" GALVANIZED BASE TRI FRAMING DRAWING GROUND LEVEL — ' kSTENER #T1A BOTTOM CHANNEL ) CEE COLUMN ;18 REW 4" COLUMNS TOGETHER 2'-0" O.C. 3TENER #T1A SHEETLEDGE 4" GALVANIZED BASE TRACK SCREW 4" COLUMN TO CORNER PIER 2'-0" O.C. FASTENER #T1A JAMB TRIM—INSTALL BEFORE R—PANEL . 4C16 / ANOTE: CAULK ND CORNER PIER BETWEEN JAMB TRIM 11 1/4" RAINLIP \_ CORNER PIER PIER AND HEADER SIDE WALL TO PANELED END WALL & REAR SIDE WALL ROOF PANELS (1) 1/2"DIA.x1" BOLT 1 1/2" SHEETLEDGE 1X12X26ga GALVALUME PARTITION ANGLE ZEE BEAM PER PLAN MAY BE USED TO EXTEND PARTITION PANEL IF GAP BETWEEN TOP OF PARTITION AND UNDERSIDE AT ROOF EXCEEDS 8" (NORMALLY ON BUILDINGS OVER 9'-0" TALL.) R -PANEL LL 12 X 3/4 TEK 0 6" O.C. VERTICALLY NOTE: APPLY STITCH SCREWS FROM THIS SIDE OF FASTENER #T1A 12 di X 3/4 TEK AT 2'-0" O.C. PARTITION PANEL AND MO CAP POINT OF SCREW ON OPPOSITE SIDE. APPLY MO CAPS ON SCREWS 6'-0" AFF U—PANELGUAGE PER CONTRACT FASTENER #T1A FL -11 0/S CORNER CFF COLUMN PER PLAN SIDEWALL FRAMING 12ga BASE ANGLE CLIPR—PANEL 1 1/2" SHEETLEDGE 1/2" X 3 3/4" WEDGE ANCHOR #WA .5-3.75 NOTE:— THE PARTITION PANEL SHOULD BE INSTALLED WITH THE PURLIN BEARING LEG UPWARD. WALL FRAMING VER TI CAL EXTERIOR R --PANEL PAR TI TION PANEL SHE 4" GALVANIZED BASE TRI FRAMING DRAWING GROUND LEVEL — ' kSTENER #T1A BOTTOM CHANNEL ) CEE COLUMN ;18 REW 4" COLUMNS TOGETHER 2'-0" O.C. 3TENER #T1A SHEETLEDGE 4" GALVANIZED BASE TRACK SCREW 4" COLUMN TO CORNER PIER 2'-0" O.C. FASTENER #T1A JAMB TRIM—INSTALL BEFORE R—PANEL . 4C16 / ANOTE: CAULK ND CORNER PIER BETWEEN JAMB TRIM 11 1/4" RAINLIP \_ CORNER PIER PIER AND HEADER SIDE WALL TO PANELED END WALL & REAR SIDE WALL if 2" X 1' HE)( HEAD BOLT - B.5 -1 NOTE: NO WASHER THIS SIDE OF CONNECTION, PIER 12' MS -001 15' MS -003 16" MS -005 18" MS -007 PIER BOTTOM PLATE 12' MS -102 15' MS -110 16' MS -106 18' MS -114 PIER FOR ROOF PITCH LESS THAN OR EQUAL TO 1/2 ON 12 RIDGE 1-12 "—_:.-1 i T I T -1/4-14 X 1' TEK FASTENER jT1 B PIER STIFFENER STRAP MS -133-12,15,16' PIERS MS -135-18' PIER LOCATE AT 1/3 POINTS 1/4-14 X 1" TEK FASTENER IT1B 1/2' X 1' HN -HEAD BOLT FASTENER JBF.5-1.25 1/4-14 X 1" TEE( FASTENER f rI B RIDGE FLASHING FLAT #14 X 7/8" ULTIMATE 1" TO EACH SIDE OF ROOF SEAM AND OVER EACH MINOR RIB FASTENER /TX4 TRI BEAD TAPE SEALER ON TOP & BOTTOM OF 0/S CLOSURE USE URETHANE TUBE CAULK AT TRAPE70IDS TO FILL ANY GAP HEYWEEN O/S CLOSURE AND ULTRA-DEK ROOF GLIP /.�"IIIr--4,STANDING SEAM ROOF SYSy MIN. - 3" MAX. - 8" ZEE BEAM OR AS REWD IN PLAN OUTSIDE CORN 9X9 MS -009 LOCATE AT LOWER EDGE OF 1/2' X 1" FIN -HEAD W/WA.SHER INSIDE #BF.5-1.25 PL -1 RIDGE CHANNEL ATTACH TO ZEE W/ 112 X 3/4" TEK AT 24" O.C. FASTENER #T1A 5" 5" / OUTSIDE CLOSURE ATTACH W/5 12x1" (MIN.) ULTIMATE SCREW FASTENER #TX3 IN THE FLAT OF THE CLOSURE. USE 2 #14X7/8" UL TIMATE INTO SIDE OF ROOF PANEL AND 1 # 14X7/8 ULTIMATE INTO SEAM FASTENER #TX4 RIDGE, SEC770_N NOTE ON ROOF CLIPS: UTILITY CLIP IS USED UP TO AND INCLUDING 3" OF INSULATION. LOW FIXED CLIP USED W/ 4" INSULATION AND ABOVE. ALL ROOF CI IPS FASTENERS: #14X1 FASTENER TIB 9X9 CORNER PIER 1/2' X 1' HEX HEAD BOLT W/WASHER INSIDE JB.5-1.25 NOTE: NO WASHER THIS SIDE OF CONNECTION. '4' TEK IA CORNER PIER PLATE ANGLE 9 X 9 39 iE CORNER J PLATE 9 X 9 .7 (1) APPLY TRI BEAD TAPE TO THE REAR FLANGE OF THE GUTTER EXPANSION BOX. CENTER THE G.E.B. ON THE PIER AND ATTACH REAR FLANGE TO THE ROOF PAN WITH (2) 1/4-14X718 EXTENDED LIFE F V 1 (2) 1 (3) A F 15!•�lL� PIER AND HEADER ASSEMBLY ;H SIDE 1E GUTTERS ;PANSION. ) THE G.E.B. '0 THE GUTTERS. (/) IN I tit UASL Wt -NL SC;UF'PLKS ARE REQUIRED, CUT OUT THE BOTTOM OF THE G.E.B. TO THE INSIDE DIMENSIONS OF THE SCUPPER. RMT SCUPPER TO THE BOTTOM OF THE G.E.B. CUTTER EXPANSION BOX INSTALLATION DETAIL > BOLT I WASHER OF )N. e w (3) 1/2" X 1' HEX HEAD BOLT 10.5-1 SIDEWALL HEADER 15' MS -029 1/2' X 1' HEX HEAD BOLT (TYP.) 10. 5-1 NOTE: NO WASHER THIS SIDE OF CONNECTION. PIER TOP PLATE 18' MS -113 MULLION HEADER NJ 6�_� i �1FAASTENER I TIB I Ij I I TOP/ MS -087 OM 12" MULLION ti PIER STIFFENER STRAP IB' MS -135 PIER 18" MS -007 I MULLION ANGIF TOP/ BOTTOM 1/4-14 X 1' TEK MS -087 FASTENER i Ti8 ,�1/2" X 1" [IN -HEAD BOLT BF.5-1 PIER BOTTOM PLATE 18' MS -114 PIER AND HEADER ASSEMBLY W112" MULLION -1/4-14 X 1" TEK FASTENER T1 B Design No, U425 - 12/21/2004 (F -or Exterior Walls, Ratings Applicable For Exposure To Fire ❑n Interior Face Only, (See items 4 and 5) Bearing Wall Rating 7 45 Min, 1, 1-1/2 or 2 HR, (See Items 2 and 4) 1. Steel Floor and Ceiling Tracks - (Not Shown) - Top and bottom tracks of wall assemblies shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. 2. Steel Studs - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC (or 16 in. OC - See Item 5c). Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. 3. Lateral Support Members - (Not shown) - Where required for lateral support of studs, support may be provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system. 4. Gypsum Board* - Gypsum wallboard bearing the ULI Classification Marking as to Fire Resistance. Applied vertically with joints between layers staggered. Outer layer of 3 layer construction may be applied horizontally. The thickness and number of layers and percent of design load for the 45 min, 1 hr, 1-1/2 hr and 2 hr ratings are as follows: _interior Walls Ra -tin Protectlon Both Sides Wall -No. of Layers & Thkns of Board In. Each Layers Design Load 45 min *1 layer, 1/2 in. thick 100 1 hr *1 layer, 5/8 in. thick 100 1-1/2 hr *2 la ers, 1 2 in.thick 100 2 hr *2 layers, 5/8 in. thick or 80 2 hr *3 layers, 1/2 in. thick 100 2 hr *2 layers, 3/4 in. thick 100 *Ratings applicable to assemblies serving as exterior walls where Classified fire resistive gypsum sheathing type wallboard is substituted on the exterior face. Exterior Walls Ra -ting Protection Both Sides Wall -No. of Layers & Thkns of Board In. Each Lagers Design Load 45 min 1 layer, 5/8 in. thick 100 1 hr 2 layers, 1/2 in. thick 100 1-1/2 hr 2 layers, 5/8 in. thick 100 2 hr 3 la ers, 1/2 in. thick 100 2 layers, 3/4 in. thick 100 gee Uypsum hoard cUKNX) Category - for naves of Classified Companies of 1/2 In, or 5/8 In, thick wallboard. See below for Classified Company of 3/4 in. thick wallboard. CANADIAN GYPSUM COMPANY - Type IP -X3, ULTRAC❑DE, ULTRAC❑DE SHC or ULTRAC❑DE WRC, UNITED STATES GYPSUM CO - Type IP -X3, ULTRAC❑DE, ULTRAC❑DE SHC or ULTRACODE WRC, USG MEXICO S A DE C V - Type IP -X3, ULTRAC❑DE, ULTRAC❑DE SHC or ULTRAC❑DE WRC, 4A. Gypsum Board* - (As an alternate to 5/8 in. thick wallboards in Item 4) ? Nam 3/4 in. thick. CANADIAN GYPSUM COMPANY - Types AR, IP -AR, UNITED STATES GYPSUM CO - Types AR, IP -AR. USG MEXICO S A DE C V - Types AR, IP -AR. 5. Gypsum Sheathing - For exterior walls, 1/2 or 5/8 in. thick exterior regular gypsum sheathing applied vertically and attached to studs and runner tracks with 1 in. long Type S-12 bugle head screws spaced 12 in. OC. along studs and tracks. One of the following exterior facings are to be applied over the gypsum sheathing. A. Siding, Brick, or Stucco - Aluminum siding, steel siding, brick veneer, or stucco attached to studs over gypsum sheathing and meeting the requirements of local code agencies. When a rain 3-3/4 in. thick brick veneer facing is used, the Exterior Wall Rating is applicable with exposure on either face. Brick veneer wall attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. B. Mineral and Fiber Boards* --- Exterior hard board paneling, chemically treated over gypsum sheathing with primed or finished face, 7/16 in. thick by 48 in. wide. Attached to studs over gypsum sheathing with 1-7/8 in. long bugle -head TEK fasteners 16 in. OC at the intermediate supports Or, exterior lap siding, chemically treated, 7/16 in. thick by 8 in. or 12 in. wide. Attached to studs with 1-7/8 in. long, bugle -head Type TEK fasteners at each lap. Panels lapped minimum 1 in. MASONITE CORP - Type FT. C. Cementitious Backer Units* - 1/2 or 5/8 in. thick, square edge boards, attached to steel studs over gypsum sheathing with 1-5/8 in. long, Type S-12, corrosion resistant, wafer head steel screws, spaced 8 in. OC. Studs spaced a max of 16 in. OC. Joints covered with glass fiber mesh tape. UNITED STATES GYPSUM CO - Durock Exterior Cement Board or Durock Brand Cement Board. D. Fiber -Cement Siding - Fiber -cement exterior sidings including smooth and patterned panel or lap siding. E. Molded Plastic* - Solid vinyl siding mechanicaly secured to framing members in accordance with manufacturer's recommended installation details. AL SIDE, DIV OF ASSOCIATED MATERIALS INC HEARTLAND BUILDING PRODUCTS INC NEBRASKA PLASTICS INC 6. Fasteners - (Not Shown) - Screws used to attach wallboard to studs: self -tapping bugle head sheet steel type, spaced 12 in. O.C. First layer Type S-12 by 1 in. long for 1/2 and 5/8 in. thick wallboards and 1-1/4 in. long for 3/4 in. thick wallboard. Second layer Type S-12 by 1-5/8 in. long for 1/2 and 5/8 in. thick wallboards and 2-1/4 in. long for 3/4 in. thick wallboard. Third layer Type S---12 by 1-7/8 in. long. 7. Batts and Blankets* - Placed in stud cavities of all exterior walls. May or may not be used in interior walls. Any glass fiber or mineral wool batt material bearing the UL Classification Marking as to Fire Resistance, of a thickness to completely fill stud cavity. See Batts and Blankets (BZJZ) Category for names of Classified Companies. 7A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 7) - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with -the product. Nominal dry density of 2.5 Ib/ft3. U S GREENFIBER L L C --- Cocoon2 Stablllzed or Cocoon-FRM (Fire Rated Material) 9. Joint Tape and Compound - (Not Shown) - Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layer. Perforated paper tape, 2 in. wide, embedded in first layer of compound over all joints of outer layer. 8. Furring Channels - (Optional, not shown, for single or double layer systems) - Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. *Bearing the UL Classification Mark HORIZONTAL SECTION EXTERIOR WALL INTERIOR ( Ft ) SIDE HORIZONTAL SECTION STANDING SEAM ROOF /-- ROOF CUP AS REQUIRED 'UL CLASS A' RATING ---% / (2) 1/4-14. X1 TEK TOPS TRACK FASTFE� ]21p, GALVANEAL—j STRAP (2 BETWEEN ZEES) (TYP ON 20" CENTERS)I I 12-14 X 1 TEK PANCAKE HEAD FASTENER IT12 ZEE BEAM PER PLANY I I (1) LAYER 5/8" FIRE RATED GYP. BD APPLY VERTICALLY (( / I I — 4" X 20ga STUDS MIN. AT (1) LA GYP. BOARD ROE RATED GYP. BD 24" O.C. OR CEE PER PLAN ROOF DECK WITH TAPE INSTALL 2 ADDITIONAL AND DRYWALL COMPOUND ROOF CUPS BETWEEN ZEES TYP. ON 20" CENTERS (2) 1/4-14 X 1 TEK FASTENER TIB STANDING SEAM ROOF PER CUP SECTION 1 ULTRA DEOR /-20go MIN. 'UL CLASS A' RATING / TOP TRACK t — t ZEE BEAM AS REQUIRED (SEAL 1) IAS 5/gip IRE RATED GYP. BD I II III OR Q EC PER PLAN MIN. AT I REVISIONS FIRE WALL FRAMING TO CEILING AS,5EMBLY #U-425 SECTION 2 REVISIONS STANDING SEAM ROO 'UL CLASS A' RATING ZEE BEAM PER PIANS CUT GYP. BOARD AROUND ZEE AS 11GHT AS — POSSIBLE. PIECE CUT GYP. BOARD BACK INTO ZEE AREA AND SEAL WITH TAPE AND DRYWALL COMPOUND. (1) LAYER 5/8" FIRE RATED GYP. BOARD SEAL GYP. BOARD TO ROOF DECK WITH TAPE AND DRYWALL COMPOUND NOTE: ATTACH GYP BOARD AND --T—' TAPE ZEE PENETRATIONS AND SEAMS AS STATED BY #U-425 CUT AND INSTALLED BETWEEN STRUCTURAL COLUMNS 20ga MIN. — BOTTOM TRACK ATTACH FIREWALL FRAMING TO ROOF SYSTEM ON 2'-0" CENTERS SEE DETAIL SECTIONI OR SECTION2 —`-20ga MIN. TOP TRACK (1) LAYER 5/8" FIRE RATED GYP. BOARD AAPPPLY VERTICALLY 4" X 20ga STUDS MIN. AT 24" O.C. IF INSULATION IS INSTALL IT SHOULD NOT BE CONTINUOS OVER FIREWALL. CUT VINYL ® CENTER OF FIREWALL AND FOLD BACK TO EDGE OF FIREWAILL ON BOTH SIDE AND SECURE WITH TAPE. TO ALLOW DRYWALL TO BE INSTALLED TO BOTTOM OF ROOF MATERIAL. SEE DRAWING BELOW. SHOT PINS 24" o.c. BEARING 1 HOUR RATED WALL PER #U-425 ATTACH STUDS TO TRACK W/ # 8-18 X 1/2" LONG PINHEAD EACH SIDE 24" O.C. MAX. FASTf NER #144