Loading...
2005-775 (2) a LANDS N/F OF ANTHONY J. & MARY SUE FERRARO �. 712/324 � �- X MAP REFERENCES: _ MAP OF LANDS OF NORTHWAY SPORTS, INC. N70°43,0 pE DATED: AUGUST 21, 1959 3 64 `� S rrr�rri�r Yr 7 LAST REVISED: OCTOBER 7, 1980 5/8' CIRF BY: GLENN B. COULTER y MAP OF LANDS OF s89° 6;g '-- BRUCE BUICK, INC. js86, DATED: DECEMBER 31, 1974 _ �so„ BY: P. RAYMOND KEYS wr _ X F ``'� WU1.1 AM T. CRIST TO 1 I A11THONY J. 08 A264 SUE FERRARO 1 �•,o,., ��• X �--- LOCATION FLAN PARCEL AREA - W - �`° 122,722.44 sq.fit. i °_ a C i co to U 2.82 acres to GP` w u; d X NEW STONE \ P��� / o \ _� _` �. v SURFACE �- LANDSCAPING o w a ci ,' - ° N70°0 , m N57 17 30 E --- _` • 3 Op 49.97' 5/8' '^� - 271. 70' /� \�f 30.00, 4� 30' �` 5 ca X EXIST. STONE 0 \ � api SURFACE m w - 30, E zm � m 25.00' J 30' t - 30' j i i 3 F 1 i f I i t 1 \ 111 w -- EX15 ING CRUSHED STONE X t ` O V l uJ ! i Z i + C t n s ^ ! 0 W -1 O � W ' W o� m a rn ' ,,, _ - , ' v is �' If v J NEW +DW LL- `" d �- ° ~ �' NEW D W ��5 +� 00 LL- It O Q t i� f X o w ( i i ;! N o W N Ca I ! W J 1- Z O o a j o z z f I i' I E a i 4 m -0 _1 Z --- t 0 i In 0 (� 4- ' (S i }- f O - - — — — p �_ `..._ __ _ x O ' d I EXISTING ASPHALT SURFACE r- i W 13- W -- X X O ' 4j) V) W N W N z 2 5.0b' i u x 1 � Z O 1 ; _ + s SIGN r!.'1 N 25.00' X M+.1 X t W \ N - 1 1 a 98 I o _.._ �-BLLDING MOUNTED _ UGttTS TYPICAL. ; } - FF X at S' F11GIt i ____ .__ i O 42 100 WATT tips - - - -- -- - --- OFFICE NEW STONE EXIST. STONE SURFACE N SURFACE X 73 o EXISTING ASPHALT SURFACE o N CB 536�T Q C6 TF=197. 3 �� � TF= 198.2 I' -- S57028'00"W 2' IPF ® sa -WV -F-- EXISTING CRUSHED STONE I m L w FUTURE ACCE55 TO O X _ �-- 1 I ADJACENT PROPERTY X v ZO O ASPHALT SURFACE NORTH LANDS N/F OF Ext5TING v 13 SCALE i" = 2W RONALD N. & JANIS A. JECKEL 1151/150 c . TF= 197.99 DatAc NOY�1�)9r 10, 2004 Site Statistics R TAX MAP PARCEL - 29G.13-1-24 SITE UTILIZATION t 12/21/04 THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY ZONINGS HIGHWAY COMMERCIAL - NMSIVE - 1 ACRE LEGEND: gym'Ca meets OF A RESOLUTION ADOPTED 12/28/04 BY THE PLANNING SITE AREAS 2.82 ACRES C122.722 sf) f�STtNG PROPOSED OWNER / APPLICANT O IPF = RON PIPE FOUND 2 1/10/15 BOARD OF THE TOWN OF QUEENSBURY. NEW YORK WITH BUILDING AREAS 23.100 sf = 18.57. 28.200 sf = 23.0Z O IRF = IRON ROD FOUND oval Block DEED REFERENCE: THE FOLLOWING CONDITIONS PAVEMENTS Cho. graveDs 53.111 sf - 43.3Z G1.107 sf a 49.87: WILLIAM T. CRIST / KEI 9 W. CRIST Approval BUILDING SETBACKS PERMEABLE AREA 4G.511 sf = 37.97. 33.415 sf = 27.27. O CIRF = CAPPED IEON ROD FOUND 1025 ROUTE 9 FIRST AMERICAN BANK NO CONDITIONS REQUIRED PROW1f0 � = UTILITY POLE QUEENSBURY, NY 12804 OF NEW YORK FRONTS 50' 118.98' - existing X = WIRE FENCE LINE 518-793-8872 TO SIDE CSOUTH)= 20' min. - 50' sum 24.91' exist. - 35, new REQUIRED PARKING= - SELF STORAGE USE ONLY= �Y �1 = EDGE OF WOODS WILLIAM T. CRIST 510E CNORTH>> 20' min. - 50' sum 30.53' exist. - 7G.47' new 1 PER 5 STORAGE UNITS - 34 GB 0 = CATCH BASIN DATED: AUGUST 19, 1982 REAR, 25' 49.97' - new PROVIDED PARKING - SELF STORAGE USE ONLY, WV BOOK 648 PAGE 262 ZONING ADMINISTRATOR DATE 30 EXISTING SPACES + 7 PROP05ED = 37 TOTAL = WATER VALVE DATUM: ASSUMED 4'7412 — 1 CONTOUR INTERVAL = 1 FOOT SHMT 1 OF 3 73-1 -11 .1 /296.13-1 -24 SURVEY DWG. NO. 02259 205 `�t,ttttttl� rrrir�i 'Sr; x LIMITS OF � _� y N N CLEARING WOODED TOP501L SEED 5LOPE - MULCH GRADING WITH ER0510N CONTROL BLANKET- 20 NORTH AMERICAN GREEN 575 OR EQUAL _�� 2Op 200 ? u 20 _`� X w r~ 20rn ' U y m m 4DD) m - 205 205_` 20510 / -- - - .. . W TONS __-_ __ \ - CE"- APIN ... ....... v _ - 200 - �- ao ed 79 h EXIST. TREE _\ •0 a° .q a° a° 00 ED ,. 2°0� E�,Xj,TENG EXISTING LANDSCAPING q + I PINE 30' Lij -� \ � Zm 30 30' I l z1w Y w z \ wN I EXISTING CRUSHED STONE '"" r' o ? 0 I x o ~ w }- Z NEW M w, o w q 1` 31 < TF-200.0 0 w W a ` ORO dr -N Z°° ®i o° Q I ® ctG v vai 11 v Z 1 1 o' + i O Q o ; W ® _ 0 1— a Z° to ` NEW DW w 0 0 i w � I w rn `N ® � o �� v s Q x o z Z Z _~► p 2pp <C Q 0 p CS z W: H Z H=- cn V lil N 0 p 4-- o ? X '< w 4C u C14 `' w w -1 w <t p EXISTING ASP ALT SURFACE E� x � o Z Z � O %S) X SIGN x t]L w r EXIST. TREE LINE ; \OC) c L o�� h h lipw F..F_-=200.,4 o x 2 og 200'1 Zoo• +oo• ICL QL WOODED -I-Z �. + + OFFICE GE h NEW STONE INSTALL 2 SUMMIT ASH 3-3 1/2" Cal. _ EXI5TING ASPHALT RFAGE SURFACE �, N LIMITS OF 200 CB 2O0 CLEARING 200 200 Q CB TF= 197. 3 GRADING —� TF—196.21' TING '• 2' IPF U LANDSCAPING LANDSCAPING EXISTING CRUSHED STONE INSTALL 5 DARK AMER. ARBORVITAE V HT. x . QL Lj V z � NORTH ASPHALT SURFACE EXISTING v SCAI1� 1" 20' CB'. TF= 197.99 . D8tec NOVeMbW 10, 2004 ReVbloffl 1 12/21/04 LEGEND: BVkww RO%40 v O IPF = RON PIPE FOUND O IRF = IRON ROD FOUND O CIRF = CAPPED IEON ROD FOUND � = UTILITY POLE x = WIRE FENCE LINE = EDGE OF WOODS CB ❑ = CATCH BASIN c� wv = WATER VALVE DATUM: ASSUMED 4'7412"—2 CONTOUR INTERVAL = I FOOT SHWT2 Or-3 73-1 -11 .1 /296.13-1 -24 SURVEY DWG_ NO. 02259 TOPSOIL AND SEED DISTURBED AREAS EXCAVATE TRAI- INTO COMPACTED SUBGRADE MATERIAL G" CRUSHED STONE GRADED #IA TO #2. NO FINES `\```,���� MECHANICALLY COMPACTED ``````�,,'•,,, I, .h`/,,//,' FINISHED GRAtIE '�' � 2- Pr UNDISTURBED SUBGRADE STONE SURFACE NOT TO SCALE o 0 0 HEAVY DUTY FRAME + GRATE In CAMPBELL FOUNDRY #118GD OR EQUAL WRAP GRATE WIT" FILTER FABRIC z UNTIL LAWN AREAS ARE ESTABLISHED INSTALL HAY BALE DAM AROUND THE e m m S CATCH BASIN GRATE UNTIL a a SLOPE , LAWN AREAS ARE ESTABLISHED to SLOPE b ., FHSHED GRADE p u RISER AS REQUIRED q' a+ a 41 41 O ° OOo 0 W m 80 PRECAST CONCRETE o a a s .18 a °o ° d°° 0 DRYWEL.L ° .a y 8 DIA W m c P" 0 M q D v CRUSHED STONE m Z m m :�• 1 0 0 CR 0 2 — 3" SIZE min. o O o. o GEOTEXTI.E FABRIC 000 0 ° ALL AROUND STONE ENVELOPE D 0, O CIRU Nu O ° QO 0 o O o 00 o OO a GO _MAXIMUM HIGH GROUND WATER O BELOW OTTOM-ZSF 5'1'ONE 1­1 min t~j Kw To sGue � V N i Q � V j io-0' ac. MAX. .i a _ r� V L RUBBER HOSE FRiCTiON GUARDZa 3G' FENCE POST GUY WIRE cta DRNEN MR" 1G• INTO GROW C)lu L 51.T STOP fl. EMBED N GROUND cq Q_ 8' MN. - i•�'l.. :1.'.tip� �Y 3" die. CEDAR STAKES O ER SfON + 5+'I:;D" NT CONi'ROL NOTES •:Y•� • .. , 8 ft LONG ° L effaiL MY CLEARING OR GRILMI NG OF THE SITE 15 HMTED AND DURING 3" SHREDDED BARK MULCH . EARTHWORK PtfASES. SEDIMENT TRAPS 5ttAL1. t!E CONSTRUCTED N ALL STORM SOL $ACKTLL 3" SHREDDED BARK MULCH SWALES AND DITCHES AND As NDICATE'D ON THE PLAK 3" HIGH SAUCER 3.• HIGH SAUCER ���y�N�S ArTR�G"Y SALES PLACED To FORi~I A 0 PERSPECTNE 3. AT LEAST TWO WODAEN OR METAL sTAtms SMALL BE mm THROUGH EACH BALE _ TO ANCHOR R N PLACE. cowe nom SNOW FENCING MAY BE USED N LIEU OF STAWS TO STAIl M BALE TYPE SEDIMENT TRAPS, I�Ti—I►1=1Tt= 4. AMR EMY STORM EACM SEDIMENT TRAP SHALL W NSPEGTED FOR FAILURES OR III=1 I I—I I AMENDED PLANTING SOIL TI I I = AMENDED PLANTING SOIL CLOGGING, AND ANY FA L RE OR CLOGGING SMALL Be MMTEL.Y CORRECTED 3G' FENCE POST. IV M MAX —III—i I I I=1 11= =1 I 1=1 I E 3. ALL BARE EARTH AREAS SMALL BE SEEDED AND MUMllED AS SOON AS IS DRIVEN IV MN INTO GROUND I i I 1 I I I 1 i i�M_T!tl I I I 1—i POSSM TO PREVENT EROSION. AND MXY BARE i`AR'm AREA SMALL BE I_1 I -I I E SEEDED AND MucnED BY ocroBER 1st. tEMFORARY RAPID GRowm GOVER f I I 6 ' mm �1—TI 1 — CROPSS, such A5 ANAaAI. ttYEGRA55 MAY BE USED TOR TEhPORMY SURFACt: SILT STOP FA$RIG _ = _ _ — _ — — — — — min EMBED G' MN N BROUND I - STABILIZATION. tZp{�r 1={I `- = G. SMALL. BENCHES AND TEMPORARY INTERCEPTOR DITCHES,INCORPORATHG SEDIMENT -:17 SCAM as noted =1 I I�( —III=1 I I-1 I 1=111=1 NOTES TRAPS. SHALT. BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER UMDiSTUJRBED GROUNu I=1 I I=111=1 i R-1 I 1=1 I 1=1 I i= 1,2•• rain ALL TREES 3" CALIPER AND I=1 I 1=1 l!=1 11=1 I =1 11=1 I f= 12•' mm GRASSES. qt wrI[1tE TLL AREAS ARE TxT�tSNE. "' =I'- Dates November 10, 2004 7. NEW SWALES AND UN.NED MOTS SHALL NCORPORATE MATING OR NETTING _: ,�---;; -- == i LESS SHALL BE STAKED A5 OVER SEED AND IMAM WHEM THE INVERT SLOPE EXCEEDS 2�. ALL SWALES AND ; , SHOWN USING THREE STARS UrLNED DRCtWS SHALL BE SEEDED WIUH REED-CANARY GRASS FOR TOURt4.) FEET ERHER SIDE OF THE SWAM OR DITCH GENTERLM AT A RATE OF 25 - - -` ReVieion8 POUNDS per ACRE AFTER JLM ALL SEEDED AREAS SHALL BE MJLCM® WITH STRAW "tVATELY. TREE PLANTING + STAKING DETAIL EVERGREEN PLANTING DETAIL s. THE CONTRACTOR SHAIJ. COMPLY Wi'M THE NEW YOM GUIDELINES TOR UMM 5EDIMENT CONTROL FENCE EROSION AND S!.[>r1ENT CONTROL AS PU91J5 W BY THE EMPIRE STATE CHAPTER OF THE SOL AND WATER CONSERVATION SOCIETY. NOT TO SCALE N07 TO SCALE NOT TO SCALE 4'7412-- 3 SHEET 3 OF 3 SURVEY DWG_ NO. 0225q I REVISION Z yte Sheet Index PAS DESCRIPTION `TRAC TE BUILDING SY 51 Al FLOOR PLAN AND ELEVATION 81 FOUNDATION PLAN AND DETAILS TMC1 INTERIOR WALL FRAMING DETAILS N S ORAG . _ DING C2 ENDWALL ELEVATION AND DETAILS C3 ROOF FRAMING PLAN & DETAILS E1 SIDEWALL ELEVATION AND DETAILS F1 INTERIOR PARTITION WALL DETAILS VARIABLF P C I F2 EXTERIOR PANEL DETAILS G1 STANDING SEAM ROOF DETAILS TOWN OF QUEENSBURY ,BUILDING & PT.S REVIEWED SY ,per\ DATEw , Un• Py Cod, e Summary G-71 o s s a r y rg � Abbreviationsbols Anchor Bolts -- Bolts used to anchor eave/base angles or channels, and base plates to a foundation or CODE BUILDING CODE OF NEW YORK STATE z Q o 0 4 Materials TYPE 1 _ a , ° " t Terms Terms Colors other support. CONSTRUCTION TYPE E I B Q b ° ° BEW Blank Endwall NTS. Not To Scale IWHT Iced White Angle, Eave/Base -- An angle or channel used at the base or top of a paneled wall section. Channels are USE GROUP MODERATE HAZARD STORAGE, S-1 b a 3 BSW Blank Sidewall O.C. On Center CRMB Cream Beige Channel, Eave Base usually used when the wall section is insulated. GROUND SNOW LOAD 65 psf �' N � � � � � ° OPP. Opposite CLBG Classic Beige / SNOW EXPOSURE CATEGORY B BLDG. Building PP Base Plate -- A plate attached to the bottom of a column or jamb which rests on a foundation or E- ro I � LO 3 CNR Corner PART Partition SGRY Slate Gray other support, usually secured by anchor bolts. 2 Revision Indicator SNOW INir"'DRTANCE FACTOR 0.8 COL Column PT Partition ORAN Sunset Orange WIND VELOCITY 90 mph w o a CTR. Center PSF Per Square Foot DTAN Desert Tan WIND EXPOSURE CATEGORY B DIA. Diameter PTD. Painted PLBL Polar Blue Bracing -- Angles or straps used in the plane of the roof and walls to transfer loads, such as wind, Notation Reference WIND IMrC, TANCE FACTOR 0.87 DBL. Double QTY. Quantity ROYB Royal Blue seismic and crane thrusts to the foundation. SEISMIC USE GROUP I Diane -Prop lene- REQ'D. Required CONB Contl. Brown EPDM Rough Opening GARN Garnet SPECTRAL RESPONSE ACCELERATION SS 0.342 EW Endwall R.O. 9 P 9 SPECTRAL RESPONSE ACCELERATION (Si ) 0.101 EXT Exterior S.D. Self Drilling EVGN Evergreen Bridging -- Series of bracing used in the roof framing to stiffen purlins. Detail Detail Identification/Reference SPECTRAL RESPONSE ACCELERATIONS STR. Starter CDRD Cedar Red Page ( DS) 0.348 F.O. Finished Opening SPECTRAL RESPONSE ACCELERATION (SDI ) 0.161 F.M. Field Modify TYP. Typical Clip -- A plate or angle used to fasten two or more members together. SITE CLASS D GA. Gauge WWF Welded Wire Fabric Detail Detail Identification SEISMIC DESIGN CATEGORY C GALV. Galvanized Column -- A main member used in a vertical position on a building to transfer loads from main roof GALVM. Galvalume rafters, or purlins to the foundation. I.D. Inside Diameter Detail Section Identification/Reference INT Interior Page k-yeneral Notes MISC. Miscellaneous Eave -- The line along the sidewall formed by the intersection of the planes of the roof and wall. Structural Fasteners MPH Miles Per Hour Trachte structural bolts are SAE J429—Grade-2 or ASTM A307A unless specifically noted. NOM. Nominal _ Part No. Part Number Identification Footing — A pad or mat, usually of concrete, located under ❑ column, wall or other structural These are typically Trachte Part No's 760110 & 764200. All bolt holes shall be aligned to member, that is used to distribute the loads from that member into the supporting soil. permit insertion of bolts without undue damage to threads. Bolts shall be placed in all holes and nuts threaded to complete assembly. Compacting joint to snug—fit condition shall t T progress systematically from most rigid part of joint. Snug—tightened condition is tightness Par Numberi 12 Rise/Run Identification attained with a few impacts of impact wrench or full effort of ironworker using ordinary spud 10—DIGIT PART NUMBER Girt -- A horizontal structural member that is attahced to sidewall or endwall columns and 4 wrench to bring connected plies into firm contact. 5000100000 supports paneling. I Specification for Structural Joints Using ASTM A325 or A490 Bolts, June 23, 2000 = COMPONENT NUMBER COLOR 2—DIGIT CODE o North Arrow Self Drilling Fasteners GAGE IDENTIFIES MATERIAL COLOR OR GAGE Gutter -- A light gauge metal member at an eave, valley or parapet designed to carry water from Z Use self—drilling screws in the locations, quantities, and methods shown or noted on these 0 STRUCTURAL PARTS USE GAGE CODE the roof to downspouts or drains. drawings. Self—Drilling Fasteners should be used in accordance with SAE J78 specifications for NON—STRUCTURAL PARTS USE COLOR CODE Self—Drilling Screws. � W 4—DIGIT RANDOM NUMBER • • WARNING: When installing Self—Drilling screws, take care to minimize exposed screwpoint E"' RANGE FROM 0000 TO 9999 Header -- The horizontal framing member located at the top of a framed opening, (doors). Concrete hazard, by locating screws next to panel bends and near recessed corners of angles. MOST COMPONENTS WILL FOLLOW A LOGICAL SEQUENCE BASED ON HOW OR WHERE THEY ARE UESED ON A PARTICULAR BUILDING Structural Bracing 17' Jamb -- The vertical framing members located at the sides of an opening (doors). =III=III_-I I All structural bracing is an integral part of the structural system and should be installed where L5 4—DIGIT COMPONENT CODE _ _ Earth noted or shown on the Floor Plans & Roof Framing Plans all connections should be consistent � THIS IDENTIFIES A CLASS OF PARTS III—III—III with all details related to installation of bracing components. Removal or alteration of bracing 04 0 SUCH AS COLUMNS, HEADERS, BASEPLATES ETC. Purlin -- A horizontal structural member which supports roof covering. E- without prior authorization is prohibited. E.., , Insulation Temporary Bracing I z Imaginery Rafter -- The main beam supporting the roof system. Temporary supports or bracing required to erect the building is the responsibility of the erector Z 9—DIGIT NUMBER Decimal to determine, furnish, install and remove. E­ Point Rake Angle -- Angle fastened to purlins at rake for attachment of endwall or partition panels. Permits A 33 —�— 5—DIGIT LENGTH � T FINISH LENGTH FIRST 3—DIGITS = INCHES Structural Line -- Usually chalk lines layed out on the foundation to aid in placing columns and other It is the responsibility of the Building Owner/ contractor/ Erector to obtain all appropriate approvals and necessary permits from City, Count State, or other agencies as required. O x FA LAST 2—DIGITS ARE DECIMAL (FRACTION) structural components of a building floor plan. Accurate placement of these lines is Pp �' p y� y� g q a pq ALWAYS IMAGINE A DECIMAL POINT BEFORE LAST 2—DIGITS critical to erecting a building. Structural Lines W ~WW 5 2—DIGIT CODE a x Er IDENTIFIES MATERIAL COLOR OR GAGE Rake Trim -- A trim designed to close the opening between the roof and endwall panels. Structural lines are referenced often throughout our drawing details. These relate to the chalk lines that are to be laid out on the foundation. The lines should always be laid out taking into STRUCTURAL PARTS USE GAGE CODE consideration the inherent imperfections commonly associated with foundations. The edge of a Date NON—STRUCTURAL PARTS USE COLOR CODE foundation is seldom straight enough to use as a base for dimensioning. It is recommended to 2—DIGIT PROFILE CODE Ridge -- The horizontal line formed by opposing sloping sides of a roof running parallel with the g g g• 9/19/05 building length. begin your layout at 10'—r from the sidewall edge (refer to "Locating The First Line" in the Drawn by THIS IDENTIFIES A STANDARD PROFILE Trachte Erection Manual). All other lines should be placed accurately from the first line. SUCH AS PANELS, TRIMS, STUDS, ETC. JAH ' 2—DIGIT 2—DIGIT 2—DIGIT 2—DIGIT A-2000 SELF STORAGE 2005-775 scale GAGE CODES COLOR CODES COLOR CODES COLOR CODES 12 =12—Ga 9 a 60 =Cream Beige 64 =Bright White 43 =Royal Blue 1025 STATE ROUTE 9 N.T.S. 14 =14—Gage 61 =Slate Gray 40 =Sunset Orange 44 =Conti. Brown SELF STORAGE UNIT S l' 2 7 2`v 0 Plan Na. 16 =16—Gage 62 =Classic Beige 41 =Desert Tan 45 =Garnet P—30113 TAX ID 296. 18 =18—Gage 63 =Iced White 42 =Polar Blue 46 =Evergreen 13-1-24 order No. 47 =Cedar Red 6-DIGIT PART NUMBERS ARE ALSO USED .THESE FOLLOW NO SPECIFIC STRUCTURE.THEY ARE NOTICE: Sheet No. COMMONLY USED FOR FASTENERS,SWING DOORS, PEAK BOXES,AND SOME OTHER PARTS. WE SPMFIC PRO.= D91DR•U?f011l PROWDlD 7n TRA SPS7'aYS, IlITC. WAS UMW Dr TB: WVZL0P1Q8T ov TW ZhIVZNZMM DRIM=. WTA&S, IUTRRUW LEST AND Most of Trachte's standard color codes are shown.Special colors are not shown.Permit plans may not show the correct color of your desired building.The final erection set of drawings may show the correct colors ordered.The colors may not always be shown within the PR(COIFw INf DISClCURACQB BI= F TBTS DYFORHAIS T SP ACTUAL ORJOB ANY CONDITIONS Cover drawingset but the material listing will always show the correct color for the part listed. HILL MNALT TBS Ljo 0j17 OF AyO IO% lRdCHTB I3 NOT LWACCWSIBI.! FOR IV"J iiiiiiiiiiiiiiiiiiiiiillillilillllllllllllllI IDDIl7nJIfIL YLTaRGL4 OR IN!'I1tOU!'PROBLaYS CdUSaD BY DIrICCUR/Ta' SITa' INFORIIfdTlON. PLEASE RECHECK THIS INFORMATION CAREFULLY.' REVISION 70 -yt, i COLUMN ORIENTATION MIRRORS THIS VIEW AT RIDGE & BEYOND., -- -- STARTER BAY --'--F--- - TYPICAL BAY — --- -- tructural i ine ructural ructural ru tural ine ine ine 5950000118 5950000118 DEDD DF DF DF DF DF DF DF DF DF DF DF DF DF DF DE 4, N/Jy * 83 t of DB 59910001 CW A DBDD 59910001CWo �/`= � � � • � co M cn � o r DC 5992000318 A 0 O 2 59910003C C 5992000318 DCDD 59910003CW des ,GE�54 59910 a DC 005C DCDD 5992000518 B 0 o F1 5992000518 59910005CW rb it DC 59910003C 5992000318 DCDD LO 5992000318 59910003CW O NOTE COLUMN 5950000218 DCDD DC 5992000118 IN STARTER BAY A o � 59910001CW F1 5992000118 59910001CW 0 I (Do 5993010118 5950000118� 5950000118 DBDD V � � DEDD DF DF DF DF DF DF DF DF DF DF DF DF DF DF DE C Q 'N o V 3 0 N LLJ 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10r—Orr 10'-0" 10'-0" 10'—Ow 10'-0" 10'-0" 10'-0" 10'-0" 10r-0" 10r—Ow 10r—Ow I-_ U .c � to a STARTER BAY } 1(;0'-0" z � L o a, , L' i FLOOR PLAN FOR 30 - 0 x 160 - 0 x 8 - 4 , 1 4: 12 PITt,,H , MINI STORAGE BUILDING A 1 8 = 1 - 0 W 3 E I z al �3 c0 3 DOOR SCHEDULE QTY CODE TYPE SIZE ROUGH OPENING MANUF. DESCRIPTION COLOR PART# 2 DB ROLL—UP 3'-8" x 7'-0" 3'-8" x 7'-0" TRAC—RITE e ROLL—UP DOOR COLORED 94— 2 DBDD ROLL—UP 3'-8" x 7'-0" 3'-8" x 7'-0" TRAC—RITE e NON—OPERATING DOOR COLORED 94_- 4 DC ROLL—UP 4'-0" x 7'-0" 4'-0" x 7'-0" TRAC—RITE/e ROLL—UP DOOR COLORED 94-- 4 DCDD ROLL—UP 41-099 x 7 —0 41-099 x 7P-091 TRAC—RITE/eq NON—OPERATING DOOR COLORED 94= - 2 DE ROLL—UP 8'-8" x 7'-0" 8'-8" x 7'-0" TRAC—RITE/e ROLL—UP DOOR COLORED 94= 2 DEDD ROLL—UP 8'-8" x 7'-0" 8'-8" x 7'-0" TRAC—RITE e NON—OPERATING DOOR COLORED 94_ 28 DF ROLL—UP 9'-0" x 7'-0" 9'-0" x 7'-0" TRAC—RITE/e ROLL—UP DOOR COLORED 94_ ti ROLL —UP DOORS MEET A S TM E330 w F W z 0 o y m >_4 w I z z Jd F x - w o - a cr w SIDE WALL E VA "_ ' END WALL ELEVA TION LE TION 1 8 0 END WALL ELEVA T/ON Date 9/19/05 Drawn by JAH Scale 1/8" = 1'—0 Plan No. P—30113 Order No. Sheet No. A 1 REVISION By Date 1 B A Bl Ell Bl - � 1 LO - - - - - - - f - - { - - - 0 1 — — — 11 — — — Rd o 2 Bl C / I iv in 11 B1 M sO / I I I I I I I I I I I I I I I o — — — — — — — — — — — — I I It �n LO UJ j� 10'-1" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-10 ���, -f T T' •!�y 160'-2" 30'- 2" x 180' - 2" FOUNDATION PLAN for 30'- 0" x 160'- 0" MINI 'STORAGE BUILDING "A" C � � o r o a`i _Z _4 a Q 0 0 Ln m LLI 3 k W If 3 d p Q GENERAL FOUNDATION NOTES FOUNDATION WEDGEBOLT ;!� LEGEND REINFORCING BAR CONTINUOUS WELDED WARE FABRIC VAPOR BARRIER PAVING OR FOUNDATION SPECIFICATIONS 9 » 1. FLOOR SLAB SHALL BE(SEE LEGEND)THICK WITH 6 X 6- FINISHED GRADE 5 4„ SLAB THICKNESS —11 W1.4 X W1.4 WELDED WIRE FABRIC. CLEAR (SEE LEGEND) PAD VAPOR 2. CONCRETE SHALL BE OF A MIXTURE AND DENSITY TO YIELD f 4" FILL WIDTH BARRIER WELDED WIRE A 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. NOTE: ;: FREE DRAINING -; ~�' ~' , ` „ (SEE SPECS) Cf STRUCTURAL DESIGN IS BASED ON 2,500 PSI.HOWEVER, 3,000 ': • ; INORGANIC = 1 -4 FABRIC PSI IS PREFERRED. GRANULAR FILL — •.. PAD SLAB THICKNESS 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, — 3" CLEAR L — THICKNESS (sue LEGEND) _ _ (SEE SPECS) .'.:::...; • <;GRADE 60 FOR#4 AND LARGER BARS,AND GRADE 40 FOR#3 III EARTH 4» FILL BARS AND ALL DOWELS _ — —AND TIES.STEEL SHALL BE KEPT —it CLEAN AND FREE OF RUST.LAP ALL REINFORCING A MINIMUM OF 28"AT SPLICES AND AROUND CORNERS. 4. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A-185, THICKNESS N E S S —III III III III SLAB T IC » � - - - - I _ AND SHALL BE LAPPED 8 INCHES MINIMUM AT ALL SIDE AND » 6 � �— III=III= — END LAPS.NOTE:WELDED WIRE FABRIC IS USED IN THE /� STRUCTURAL DESIGN OF THE FLOOR SLAB.THEREFORE,FIBER `f 1 —�" REINFORCING CANNOT BE USED AS AN ALTERNATE. rid in 5. VAPOR BARRIER SHALL BE A MINIMUM OF 6 MIL WEDGE BOLT I FLOATING SLAB DETAIL, SLAB , INTERIOR POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6 INCHES. Q x 2 NOTCHED PAD SECTION 6. STRUCTURAL ANCHORS SHALL BE POWERS WEDGE BOLT SCREW ANCHORS TO BE PROVIDED BY TRACHTE BUILDING SYSTEMS.INSTALLATION INSTRUCTIONS ARE SPECIFIED IN PAD SPECS ,0 NOTE 01 ON THE ERECTION DETAIL PAGES. 7. NON-STRUCTURAL ANCHORS SHALL BE EITHER POWDER PAD THICKNESS ACTUATED ANCHORS OR TAPCON SCREW ANCHORS.THESE » ANCHORS ARE NOT SUPPLIED BY TRACHTE BUILDING SYSTEMS.INSTRUCTIONS FOR LOCATING NON-STRUCTURALi ANCHORS ARE SPECIFIED IN NOTE 02 ON THE ERECTION PAD WIDTH DETAIL PAGES. NON-STRUCTURAL ANCHORS SHALL BE di INSTALLED PER MANUFACTURERS SPECIFICATIONS. _ /� W 8. FREE DRAINING GRANULAR FILL SHALL BE A NON FROST `�- a A SUSCEPTIBLE FILL MATERIAL CONSISTING OF COURSE SAND, CRUSHED ROCK,OR AN APPROVED EQUIVALENT. F I z z a WEDGEBOLT a z FOUNDATION DESIGN NOTES: FOUNDATION EDGE A O 1. FOUNDATION PLAN SHOWN IS DESIGNED FORA PRESUMED 1,500 PSF ALLOWABLE BEARING PRESSURE. yj i O U z134 A 2. PLEASE NOTIFY ENGINEER OF ANY UNUSUAL CONDITIONS. rid x _ z D 2 „ ine :'' �' O W GENERAL FOUNDATION NOTES: 2 j" rid REF. —` '`•' Cr w g Q'i w 1. NOTCH SHALL BE LEVEL WITH NO PITCH. MIN. ine id �- - — x ~ r — o 2. FOUNDATION MUST BE SQUARE AND LEVEL. 5" INTERIOR COLUMN — a z 3. PROVIDE CONTROL JOINTS AT 15'-0"ON CENTER MAXIMUM MIN. • ine SPACING.ALL CONTROL JOINTS SHOULD BE LOCATED AT BASEPLATE Date LEAST 1 FOOT OFF OF THE TRACHTE BUILDING SYSTEMS — = 9/19/05 COLUMN GRID SHOWN ON THE FOUNDATION PLAN. WEDGEBOLT 2" REF. Drawn by W DG WEDGEBOLT = _ _ NOTE 2 " - -I l—Tit JAH TRACHTE BUILDING SYSTEMS,INC.IS ONLY FOUNDATION EDGE MIN. MI. SEE FLOOR PLAN TO LOCATE " WEDGE BOLT ANCHOR TO BE ERECTOR saute RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION TO D FOUNDATION EDGE & ORIENTATE BASEPLATE & INSTALLED IN LIEU OF CAST-IN-PLACE ANCHOR 1/8" = 1'-0 ACCEPT OUR BUILDINGS.THE DESIGN IS BASED ON THE INTERIOR COLUMNS BOLTS. MINIMUM EMBEDMENT DEPTH PlanNo. — PARAMETERS SPECIFIED IN THE NOTES,AND THE LOADS IMPOSED BY OUR BUILDING SYSTEM.IT IS THE OWNERS (WEDGE BOLT LENGTH) RESPONSIBILITY TO NOTIFY TRACHTE'S ENGINEERING Order No. P-30113 DEPARTMENT A WEDGE BOLT LOCATION , B WEDGE BOLT LOCATION , C WEDGE BOLT LOCATION , WEDGE BOLT, SECTION , ANY MATERIALS NOT SUPPLIED BY TRACHTE,THAT WILL IMPOSE LOADS ON CONSTRHE UCTION THEON FOUNDYSTEM. CORNER EXTERIOR INTERIOR BASEPLATE ACTUAL CONSTRUCTION OF THE FOUNDATION, INCLUDING LABOR AND MATERIALS FOR PLACING OF FOUNDATION EDGE Sheet No. REINFORCING STEEL AND CONCRETE IS BY OTHERS AND THEREFORE,NOT THE RESPONSIBILITY OF TRACHTE BUILDING SYSTEMS. 1 PART# INDEX INSTALLATION PROCEDURES FOR WEDGE-BOLT ANCHORS 77,7 A). USING A 3/8" DIAMETER ANSI ROTARY DRILL BIT, DRILL A HOLE INTO BASE MATERIAL QTY. PART# DESCRIPTION REVISION TO A DEPTH OF APPROX. V OR ONE ANCHOR DIAMETER DEEPER THAN THE EMBEDMENT 5 15050020012 12 a. interior base plate REQUIRED. BLOW THE HOLE CLEAN OF DUST AND OTHER MATERIAL INSERT THE ANCHOR 4 15050020112 12 a. base late double jamb THROUGH THE FIXTURE INTO ANCHOR HOLE. 4 5050022218 18 a. double jamb clip B). BEGIN TIGHTENING THE ANCHOR BY APPLYING FORWARD PRESSURE WHEN ENGAGING THE 2 5950000118 181ga. partition support jamb FIRST FEW THREADS. CONTINUE TIGHTENING THE ANCHOR UNTIL THE HEAD IS FIRMLY SEATED AGAINST THE FIXTURE. IN EXTREMELY DENSE MATERIALS, USE OF AN IMPACT 2 59700001XX 18 a. double jamb, 8'-4" COLORED WRENCH IS RECOMMENDED. 6 5987000018 181ga. partition rake angle C). BE SURE THE ANCHOR IS AT THE REQUIRED EMBEDMENT DEPTH AND THAT MAXIMUM 2 15992000116 116iza. interior column 3.83" x 2" 5' EV CLAMPING TORQUE HAS NOT BEEN EXCEEDED. THE INSTALLATION IS NOW COMPLETE. 2 15992000316 116ga. interior column 3.63" x 2" 10' EV 1 15992000516 116ga. interior colum 3.63" x 2" 15' EV 02 POWDER ACTUATED ANCHORS POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS FOR PARTS THAT ARE LESS THAN 8' LONG, AT 48" CENTERS FOR PARTS LONGER THAN 8'. POWDER ACTUATED ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & WEDGE BOLT ANCHORING AS SPECIFIED. BASE PLATE REFERENCE HOLES HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). 3 3 jK 833 , Cl 5987000018 1 Cl Lu DOOR - 5992000118 5992000316 5992000516 5992000318 5992000118 DOOR SIDEWALL SIDEWALL EL3 u Ld 505002221 nt 505002221 j 59700001 5950000118 5950000118 59700001Go 4 2 4 0 °r\° o Cl Ci Cl 5050020112 3 p \ \ 505002011 \ �il co / 1 01 5050020012 / \ / o .� ` 1 � _ � Q) CD - � / Q. a o c F3 Cc, 5 —0 5 0 5 —0 5 —0 5 —0 5 —0 o v- 30'-0" _ m � � os W c ` I c . F- 3 k m cz 3 INTERIOR WALL FRAMING ELEVATION 1 4" PITCH Q o � o � Q PARTITION PANEL NOT SHOWN, SEE PARTITION DETAILS NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. PURLIN NOTE: SEE ROOF FRAMING PAGE FOR CORRECT PURLIN ORIENTATION. 760600 tructural 760600 tructural ine o FIELD CUT ^ / ine AS NEEDED Y ° ° 5050022218 J RAKE COLUMN e/o ANGLE RAKE �1`\ ANGLE \Y TABS OVERLAP 760110 0300 5050020112 2 PLCs � JAMB SUPPORT, SW PURLIN o C �� l\ �t' tural ptructural5050020012 ' JAMB o ine E 0110 WEDGE BOLT Ol0300 2 PLCS ° l WEDGfE BOLT ^ tructural t 01 ructural �+ COLUMN 4 ine 760110 1. � RAKE 760110 tructural ine ANGLE tructural ine 5050022218 60300 tructural TABS OVERLAP ine 760300 5050020112 . 4 PLCS � ine r^�5 a H INTERIOR COLUMN, PURLIN, INTERIOR COLUMN/BASE PLATE JAMB/SUPPORT/RAKE ANGLE JAMB/SUPPORT/BASE PLATE H RAKE ANGLE CONNECTION 2 CONNECTION 3 CONNECTION 4 CONNECTION �' A w x1-4 z 0 z E-,Co A c U 62 0 O ' o a x w a a o E-1 w w U , q) P., cr � z 0 � r ' Date 9/19/05 Drown by JAH Scale 1/2" = 1'-0 Plan No. P-30113 Order No. Sheet No. C 1 PART # INDEX 01 INSTALLATION PROCEDURES FOR WEDGE-BOLT ANCHORS REVISION ay A). USING A 3/8" DIAMETER ANSI ROTARY DRILL BIT, DRILL A HOLE INTO BASE MATERIAL Date QTY. PART# DESCRIPTION TO A DEPTH OF APPROX. V OR ONE ANCHOR DIAMETER DEEPER THAN THE EMBEDMENT 10 5050020112 12 a. base late double iamb REQUIRED. BLOW THE HOLE CLEAN OF DUST AND OTHER MATERIAL. INSERT THE ANCHOR 8 5050020212 121za. base late corner iamb THROUGH THE FIXTURE INTO ANCHOR HOLE. 10 5050022218 18 a. double iamb clip B). BEGIN TIGHTENING THE ANCHOR BY APPLYING FORWARD PRESSURE WHEN ENGAGING THE 4 59550003XX 18 a. SIP EW header, 4'—O" COLORED FIRST FEW THREADS. CONTINUE TIGHTENING THE ANCHOR UNTIL THE HEAD IS FIRMLY SEATED AGAINST THE FIXTURE. IN EXTREMELY DENSE MATERIALS, USE OF AN IMPACT 2 59550004XX 181ga. SW EW header, 3'-8" COLORED WRENCH IS RECOMMENDED. 5 59700001XX 18 a. double iamb 8'-4" COLORED C). BE SURE THE ANCHOR IS AT THE REQUIRED EMBEDMENT DEPTH AND THAT MAXIMUM 2 59750001XX 18 a. CNR iamb false 8'-4" COLORED CLAMPING TORQUE HAS NOT BEEN EXCEEDED. THE INSTALLATION IS NOW COMPLETE. 2 5991000118 18 a. EW column 3.63" x 1.5" 5' EV 2 5991000318 18sta. EW column, 3.63" z 1.5" 10' EV 1 5991000518 18 a. EW column 3.63" z 1.5" 15' EV 85 ENDWALL BASE PLATE LOCATION END WALL JAMBS REQUIRE AN ADDITIONAL BASE PLATE NEAR THE TOP OF THE DOOR JAMB UNLESS IT IS A WINDLOCK DOOR. TEK SCREW DOOR BRACKET THROUGH DOOR JAMB AND BASE PLATE AS SHOWN. THE EXTRA BASE PLATE IS NEEDED TO STIFFEN UP THE DOOR JAMB. FIELD LOCATE THE BASE PLATE SO THAT AT LEAST ONE DOOR BRACKET CONNECTION GOES TROUGH THE BASE PLATE. 7 4 C B 7 q -x 1333�� C2 C2 C2 DOOR WIDTH �\ :. e, (Z 5050020212 PURLIN 5050020212 d e o e e e n B e e 50408_ HEADER xb.�� 0003XX 5050020112 59550003XX 59550004XX C2 59550004XX 5955 F 8 5050022218 10 i C2 JAMB C2 59750001 XX C2 59750001XX -41 FALSE DOOR CURTAIN 5 [ DOOR _ C2 59700001XX DOOR DOOR 00 O SIDEWALL �� SIDEWALL ENDWALL' I 5050020212 5050020212 5991000118 5991000318 5991000518 5991000118 6 5991000318 9 9 C o C2 C2 C2 `� 3 0 5050020212 5050020112 5050020212 C) rm I m m V) O b Zo v 0 3 -8 F.O. 49-Opf F.O. 4'-0" F.O. 4 -0 F.O. 4 -0 F.O. 3 -8 F.O. Z o o f » » » r— » f— » 5 -0n 5 -0 5 -0 5 -0 5 0 5 0 E FALSE DOOR CURTAIN (INTERIOR VIEWuj mLO (INSTALLATION ON SIDE WALL OR END WALL IS TYPICAL) v o " m � k 30'-099 L Q (nw A 30' ENDWALL' W 5-0 CLOSETS 1 4: 12 PITCH (INTERIOR VIEW) strneuctural 5050020212 60300 . 0 0 o DBL JAMB CLIP 60110 . a EADER WRENCH HOLES EW COLUMN EW COLUMN 760300 a 760110 760110 DOOR JAMB 760300 CORNER JAMB PURLIN 34 760300 e . ° DOOR JAMB 6 0 0� e O 760110 760600 0 ® 760300 0 0 S050020212 760110 a 60110 760300 0. oo DOOR JAMB . CORNER JAMB Ol WEDGE BOLT 5050020212 Io WEDGE BOLT 01 EW COLUMN s o a CLENCH HOLES HEADER a as 5050020112 5050020112 G a as �O CORNER JAMB a F N TOP OF DOOR JAMB BOTTOM OF DOOR JAMB HEADER TO CORNER JAMB MIDDLE OF CORNER JAMB BOTTOM OF CORNER JAMB A 4 CONNECTION DETAIL 5 DOOR JAMB CLIP DETAIL 6 CONNECTION DETAIL 7 CONNECTION 8 CONNECTION DETAIL 9 CONNECTION DETAIL w A z E- 0 NOTE: NON—WINDLOCK DOOR BRACKET SHOWN. SEE WINDLOCK DETAIL WHEN MOUNTING WINDLOCK DOORS I z y HEADER PURLIN Z D * INCLUDED IN DOOR FALSE DOOR CURTAIN A E, > w HARDWARE PACKAGE JAMB 5 16-18 x 1" BOLT)* BASEPLATE w � 0 / BASEPLATE 00 z p1m D a N w DBL JAMB (XIP Q® ® DBL JAMB CLIP U a cu. w o ° � DBL JAMB o 5 760600 DBL JAMB Dote 5050020112 DBL JAMB CLIP 9/19/05 ® 0 DBL JAMB CLIP Drown by TEK—SCREW * JAH DOOR JAMB a 760300 CLOSURE Scale 1/2» _ 1'-0 760110 EW COLUMN Plan No. EW COLUMN P-30113 EW COLUMN BASEPLATE BASEPLATE DOOR CURTAIN TO JAMB & I VA Order No. DOOR BRACKET AND DOOR CLOSURE TO JAMB Sheet No. 10 JAMB CONNECTION DETAIL F CONNECTIONS B ENDWALL CLOSET SECTION C ENDWALL CLOSET SECTION C2 PART# INDEX REVISION p to PART# DESCRIPTION 478021800 161ga. strap bracing, 18'-2" long 5900000116 16 a. sidewall span angle 5'-0" loniz 5900000216 18 a. sidewall span angle 10'-0" long 5987000018 18 a. partition rake angle 6000000314 14 a. t ical purlin, 7" x 3" x 10'-0" 6001000314 14 a. starter purlin, 7" x 3" x 9'-8" 6002000314 14 a. endwall purlin. 7" x 3" x 10'-1.5" O03 �3�N STRAP CROSS BRACING FASTEN STRAP WITH (4) #12 X ;K7 SELF DRILLING SCREWS, P/N 760600, AT EACH END. NOTE THE STRAPS MUST BE INSTALLED AFTER WALLS OR ROOF SECTIONS ARE SQUARED & PLUMBED. ALL STRAPS ARE TO BE INSTALLED SO THEY ARE STRAIGHT & TIGHT (UNDER w ^� a !� 20 � TENSION). REFER TO FLOOR PLAN FOR EXACT LOCATION AND PLACEMENT OF ALL BRACING. 06 ,>> Ob, 07 EAVE SPAN ANGLE WHEN INSTALLING THE EAVE SPAN ANGLES START WITH A 5' ANGLE FOLLOWED WITH 10' AND END WITH A 5' EAVE SPAN ANGLE. MAKE SURE TO OVERLAP AT LEAST ONE HOLE. SPAN ANGLES SHOULD START AND END AT THE MIDPOINT OF A DOOR HEADER WHENEVER POSSIBLE. SEE SIDEWALL ELEVATION VIEW TO DETERMINE WHICH P/N'S TO START & END WITH. BOLT SPAN ANGLES TO EAVE CHANNELS O 2'-0" OC. FIELD CUT AT ENDWALL 34 PURLIN ORIENTATION THE PURLINS ARE ORIENTATED AS SHOWN. THE WEBS OF THE PURLIN AND INTERIOR COLUMN WILL FALL ON THE STRUCTURAL LINE. THE OPEN CAVITY OF THE PURLIN AND INTERIOR COLUMN SHOULD FACE THE EAVE OF THE BUILDING C � � O � � u 3 0 N ¢ r7 � (0 CL a 0 �2 a`, � c ° o c _ C�L Z J p Q 3 07 5900000116 5900000216 5900000216 5900000216 5900000116 m o °c W E 478021800 Z: 2 I in 6002000314 5987000018 6000000314 U 6000000314 6002000314 Q d o a u 6001000314 �\ ~ ~ o `o of i 5987000018 in 6002000314 6001000314 6000000314 6000000314 6002000314 = 5987000018 o / \ p 0 6002000314 i 6001000314 6000000314 / 6000000314 6002000314 I O O / in 6002000314 5987000018 6000000314 6000000314 6002000314 = 6001000314 o ` / I 5987000018 in 6002000314 6001000314 6000000314 6000000314 6002000314 = 5987000018 i o � 03 478021800 � �� � 478021800 0 5900000116 5900000216 5900000216 5900000216 5900000116 10'-0" 10'-0" 10'-0" 10'-On 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 160'-0" s~ ROOF FRAMING PLAN FOR MINI STORAGE 13UILDING "A" 1 Z8" = 1 '- 0" w � E H A O 760600 z z z DOOR JAMB ~ l RAKE ANGLE 1 —ROOF 1 P.O x Z C3pq PEAK ANGLE C3 o ®` EAVE CHANNEL - EAVE CHANNEL 0 �. a Date 4 PURLIN 9/19/05 DOUBLE JAMB HEADER INTERIOR HEADER BASE PLATE COLUMN Drawn by JAMB JAMB JAH PART. SUPPORT ine tural Scale NOTE: A TYPICAL ROOF FRAMING CROSS SECTION Plan No. U tructural ine FIELD CUT RAKE ANGLE WHEN Order No. —30113 NECESSARY RAKE ANGLE @ DOOR JAMB Sheet No. CONNECTION DETAIL C 3 PART # INDEX 01 INSTALLATION PROCEDURES FOR WEDGE-BOLT ANCHORS <0> EAVE SPAN ANGLE REVISION ey A). USING A 3/8" DIAMETER ANSI ROTARY DRILL BIT, DRILL A HOLE INTO BASE MATERIAL WHEN INSTALLING THE EAVE SPAN ANGLES START WITH A 5' ANGLE FOLLOWED WITH 10' Dote PART# DESCRIPTION TO A DEPTH OF APPROX. V OR ONE ANCHOR DIAMETER DEEPER THAN THE EMBEDMENT AND END WITH A 5' EAVE SPAN ANGLE. MAKE SURE TO OVERLAP AT LEAST ONE HOLE. 5050020112 12 a. base late double jamb REQUIRED. BLOW THE HOLE CLEAN OF DUST AND OTHER MATERIAL. INSERT THE ANCHOR SPAN ANGLES SHOULD START AND END AT THE MIDPOINT OF A DOOR HEADER WHENEVER 5050020212 12a. base late corner jamb THROUGH THE FIXTURE INTO ANCHOR HOLE. POSSIBLE. SEE SIDEWALL ELEVATION VIEW TO DETERMINE WHICH P/N'S TO START do END 5050022218 18 a. double jamb clip B). BEGIN TIGHTENING THE ANCHOR BY APPLYING FORWARD PRESSURE WHEN ENGAGING THE WITH. BOLT SPAN ANGLES TO EAVE CHANNELS 02'-0" OC. FIELD CUT AT ENDWALL. 5950000118 1611a. artition support iamb FIRST FEW THREADS. CONTINUE TIGHTENING THE ANCHOR UNTIL THE HEAD IS FIRMLY �p PARTITION SUPPORT AT DOOR SIDEWALL SEATED AGAINST THE FIXTURE. IN EXTREMELY DENSE MATERIALS, USE OF AN IMPACT DOOR SIDEWALL PART17ION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB 59550001XX 18 a. sidewall header, 9'-0" COLORED WRENCH IS RECOMMENDED. ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS 59550002XX 18 a. sidewall header, 8'-8" COLORED FALL N THE C). BE SURE THE ANCHOR IS AT THE REQUIRED EMBEDMENT DEPTH AND THAT MAXIMUM OF THESTRUCTURAL TLL I E AS THE INTERIOR COLUMNS.LINE. THE SUPPORT WILL E ON THE A ME SIDE SEE FLOOR PLAN 59700001XX 18 a. double jamb 8'-4" COLORED CLAMPING TORQUE HAS NOT BEEN EXCEEDED. THE INSTALLATION IS NOW COMPLETE. FOR CORRECT ORIENTATION. 59750001XX 16 a. CNR jamb false 8'-4" COLORED O6 STARTER BAY A STARTER BAY IS A BAY WHERE 2 ROWS OF COLUMNS FALL IN—BETWEEN THE 10' STRUCTURAL LINES OF THE FLOOR PLAN LAYOUT. TYPICAL 10' BAYS WILL ONLY HAVE ONE ROW OF COLUMNS WITHIN THE 10' STRUCTURAL LINES. THERE IS ALWAYS AT LEAST ONE 10' STARTER BAY. THERE MAY BE MORE THAN ONE IF YOUR BUILDING HAS CORRIDORS. THESE AREAS WILL BE MARKED AS A "STARTER BAY" ON THE FLOOR PLAN AND SIDE WALL PAGES. IT IS CRITICAL THAT THE STARTER BAY BE ERECTED CORRECTLY. 18 �� C 12 19 C 18 J° El El El El yu, � 5050020112 5050020112 `�� r1j6W Qe� 59550002XX El 59550001XX/ 1 ) 59550001XX 59550001XX 59550001XX 59550002XX 5050020212 5050022218 5050022218 5050020212 DOOR ENDWALL DOOR 59750001XX I 59750001XX 59700001XX 59700001XX ENDWALL 00 O � 1 ap% 5950000118 Q0 5950000118 17 17 El ,> El a o 8 —8 F.0. 9 —0 F.0. 9 —0 F.O. 9 —0 F.0. 9 —0 F.0. 8 —8 F.0. 3 0 10 5050020212 5050020112 El 5050020112 cn o o E 5050020212 � ` (z 3 Q Z ci Z3 o L 16 J 18 o a, o N � El � co o El to '3' L o z O6 STARTER BAY 3 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" v a \ E o Q o a o Q 0 ' SIDEWALL ELEVATION INTERIOR VIEW (TYP. SIDEWALL ELEVATIONS SHOWN. LENGTH MAY VARY) NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL 760300 tructurclne tructurd 760110 ine 60300 a 5050020212 i 00 CHAN ELAN � 60110 a m 5050020112 0 0 SUPPORT, SW DOOR JAMB < 0 60300 60110 SUPPORT, SW EADER 60300 0 CORNER JAMB 60110 60300 0 0 05002021 ' DOOR JAMB 60110 s WEDGE BOLT 01 5050022218 ' SUPPORT, SW CO1 WEDGE BOLT 5050020212 CORNER JAMB CORNER JAMB HEADER a 5050020112 76030 760110 as a O a a � DOOR JAMB ° a a W E-+ BOTTOM OF DOOR JAMB DOOR JAMB CLIP DETAIL TOP OF DOOR JAMB 16 BOTTOM OF CORNER JAMB MIDDLE OF CORNER JAMB HEADER TO CORNER JAMB 10 CONNECTION DETAIL 11 12 CONNECTION DETAIL CONNECTION DETAIL 17 CONNECTION DETAIL 18 CONNECTION w a rn NOTE: NON-WINDLOCK DOOR BRACKET SHOWN. SEE E- Z WINDLOCK DETAIL WHEN MOUNTING WINDLOCK DOORS O DOUBLE JAMB r~ BASE CLIP BASE g4JAMB Z Z o HEADER ,.� � W � E-� a W a � DOUBLE JAMB 5/16-18 x 1" BOLT)* U O DOUBLE JAMB CUP c 0.4o x w ® ® w� A ® w o rn Oo a Dote ® It 9/19/05 TEK-SCREW * Drawn b y SIDEWALL JAMB JAH SIDEWALL JAMB SUPPORT Scale DOOR JAMB * INCLUDED IN T 1/2" = 1'-0 DOOR HARDWARE DooR JAMB DOOR JAMB PACKAGE on o. P—30113 DOUBLE JAMB DOUBLE JA11B Order No. BASE CUP BASE CUP 9 DOOR BRACKET AND DOOR Sheet No. JAMB CONNECTION DETAIL C TYP. DOOR SW SECTION DOOR JAMB SUB—ERECTION DETAIL El PART# INDEX By te Do PART# DESCRIPTION REVISION 298011500 28 a. partition panel, 9'-7" lonz 298011700 28 a. partition panel, 9'-9" lorm 298017900 128ga partition Panel, 14'-11" long 388011000 118aa. channel partition track, 9'-2" long PART# DESCRIPTION WHERE USED 5950000218 support, bw art. ® BLANK ENDWALL 5991000218 colu ew ® DOOR ENDWALL (NOTE: PART NUMBERS MAY VARY, SEE BILL OF MATERIAL) COLUMN 5 1 _ INT COLUMN 2 OR JAMB 2 SEC COLUM SEC COLUM SEC COLUM INT COLUMN 6 F1 PURLIN 6 F1 SUPPORT PURLIN 388011000 STR PURLIN INT COLUMN 38801100o INT COLUMN OR COLUMN INT COLUMN 28GA. GALVANIZED PANEL PARTITION PANELS 8-4 STRUCTURAL BEARING LEG-] 1 1 1 1 1 .1 � 1 1 1 L------------- ----------------- ----29eo117o0 -- - -----------------I 7 -------------- - ----------------- LOC. HEIGHT QTY I I I 298011700 I I I. 3 ( I I. l 298011500 I I �� i 11 i i -- Fl 1 1 i i Fi'1 i ; 5'/EV 101.25" 3.0 4 [..4 q- I 10'/EV 102.5" 3.0 z ; I ; 1 1 1 zz 1 1 1 1 1 z I 1 1 1 1 > >/ r n v� z ( I ' z 1 z 1 15'/EV 103.75" 3.0 1 -0 1 _0 1 _0 W 1 1 1 ( 1 1 1 1 w 1 I I I 1 1 1 W I 1 I I I 1 1 " 20 /EV 105 3.0 3'-0" COVERAGE REF. �' 813� V ; l 1 I l 1 1 I' 1 4 U I 1 1 1 1 1 4 U 25;/EV 106.25" 3.0 ; z I I I I I z 1 1 I I I I z 1 I I I I 4 30 /EV 107.5" 3.0 " o� ."•� � o 1 1 1 11 l• 1 Il 1 l• 1 1 Fl c9 _ 1 1 1 1 I • I 1 1 35 /EV 108.75 3.0 c� 40'/EV 110" 3.0 TRACHTE PARTITION PANEL ,y � ,� � ....._. -v 0 O i 1 I I I I 1 1 1 I l l l 1 1 1 1 1 1 I I I 45 !EV 111.25 3.0 PROFILE 'e �l 50'/EV 112.5 3.5 ( ! Q 1 •l 1 1 Il 1 Q I I I I Q 1 1 = I •j I I I . I I = I I . I = •I I I . I 55'/EV 113.75 3.5 1 1 60'/EV 115 3.5 = I I = I = I 1 I I I I l I I I I I I I 65'/EV 116.25 3.5 1 _ I I I I I I• I . 70'/EV 117.5 3.5 i j i i l l i I i l l I I i l l 75'/EV 118.75 3.5 .I I . I I., I • I I. .I I • I 120 3.5 5-O" 51-0" 5'-O" 5'-O" 3j" 85'/EV 121.25 3.5 90'/EV 122.5 3.5 10'-0" 10'-0" REF. TYP. 5'-0 " 5'-0" 95'/EV 123.75 3.5 10 P-O" I 1 00'/EV 125 3.5 tructural Pti ructural tructural tructural Pti ructural tructural NOTE: SHOWN ABOVE IS THE REQUIRED SHEETS OF PARTITION U C ine ne ine ine ne ine ' PANEL FOR INSTALLATION (OVERLAPPING 11) 0 ONLY THE END RIB). YOU WILL COME UP SHORT PANEL - C GO, N tructural tructural tructural F YOU BACK LAP PANEL AT 1' SPACES. I� STARTER BAY TYPICAL BAY ine ine ine n N o 10' LONGITUDINAL PARTITION WALL ENDWALL BAY z a P _j a V) - � 3 12 tructural 8 m ' � CE o 0 1/4 1 I ine Fl 3 x C"z'0 U o 11 - I I - Q -------- ---------------- ---------- -------------- H--- ---- --17------- 0 f- bcn ...�Q 2 8 11 9900 1• 1 I•I 1j• _ I•I I ii II ill II ii 1. Q : 1 1.1 I•I 1.1 I. YO II II I I I 1 1 I V 'I m ii' i' 1'I 298017900 �' 298017900 I I.I ' II I I 11 I COLUMN 1'1 I'I 1 1.1 00 7 II Fl 1 PARTITION PARTITION II I 1 1 I it I I I I I PANEL PANEL d d 298017900 I' 11 I I' 298017900 1 760600 760600 i I II II II 1 1.1 11 I.I I. SUPPORT Or 0S T 1 I 1 I.1 I•, 1• 1.1 I.1 I. 1 1 1 11 I I 4 I 1 I I I 1 I. I 11 II 1 II 11 I d l d I BLANK WALL 1» couu�N 14'-11" PANEL LENGTH 32 JAMB REF. TYP. 15-0" REF. 2j" REF. OVERLAP O 30'-0" REF. BLANK SIDEWALL or ENDWALL DOOR SIDEWALL or ENDWALL W E- 44 E- B TRANSVERSE PANEL LAYOUT 8'- 4" EAVE, 30' WIDE GABLE PARTITION PANEL EXTERIOR A 7 CONNECTION w x � � z PARTITION PANEL � y , 0 LONGMINNAL z z E-1 INTERIOR COLUMN PARTITION PANEL STARTER TYPICAL TRANSVERSE o E"' PURLIN PURLIN �' a4 00 760110 _� 760110 CHANNE ENDWALL PURLIN '� f%� v) 00 760300 760300 a x W Gi 760600 SECONDARY SECONDARY 700°aD a 0 � a w COLUMN COLUMN 76030 ~ ;z) E- 760110 0 cr000 Z PARTITION PANEL NOTE: SECONDARY COLUMNS ARE NOTE: SECONDARY COLUMNS ARE t 760600 �� INT COLUMN)---- Date TELESCOPING AND CAN ADJUST `� 760600 TELESCOPING AND CAN ADJUST TO VARIOUS HEIGHTS. THEY ARE TO VARIOUS HEIGHTS, THEY ARE STARTER PURLIN 9/19/05 PANEL USUALLY LOCATED ON ONE SIDE WEDGE USUALLY LOCATED ON ONE SIDE WEDGE PARTITION PANEL z�e��a.G"&VAt�n OF THE STRUCTURAL LINE. SEE BOLT OF THE STRUCTURAL LINE. SEE BOLT LONGIUDINAL (�erla►11 VARES) Drawn by FLOOR PLAN FOR CORRECT FLOOR PLAN FOR CORRECT BASE PLATE UMNS. THE TAB LOCATION OF COLUMNS. THE TAB J LOCATION OF COL THE BOTTOM ruc ON THE COLUMN ON THE BOTTOM OF THE COLUMN Scale NEEDS TO T FIELD BENT. A ttural NEEDS TO BE tructural NOTE: IN A STARTER BAY, „ - ,- FIELD BENT. A 1/2 - 1 0 760600 SCREW SHOULD BE ine 760600 SCREW SHOULD BE ine BOTH ENDS OF THE 60600 a �. LONGITUDINAL PARTITION YMLL INSTALLED IN EACH FLANGE INSTALLED IN EACH FLANGE FASTEN TO COLUMNS. Plan No. WHERE THE COLUMNS LAP. WHERE THE COLUMNS LAP. INTERIOR COLUMN / .tl P-30113 / •. tructural tructural ructural , Order No. tine tural ine �Ijne turn' ine tine SECONDARY COLUMN 2 SECONDARY COLUMN PARTITION PANEL TO PARTITION PANEL TO INTERIOR COLUMN CONNECTION PARTITION PANEL FASTENING DETAIL Sheet No. 6 ATiENTDN: Partltlon wall panel lengths were determined with CONNECTION Q STARTER BAY CONNNECTION © TYPICAL BAY 3 CHANNEL @ TYPICAL BAY 4 COLUMN CONNECTION 5 © STARTER BAY nw paw n9 at least In from the all. All buildings 25' or more w� have 2-panels thatt l lopap at a Interior column idle The panels should overlap at least by 1". 1 07 EAVE SPAN ANGLE 08 FIELD CUTTING REVISION 3 PART # INDEX WHEN INSTALLING THE EAVE SPAN ANGLES START WITH A 5' ANGLE FOLLOWED WITH 10' PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS SHOULD Dote t AND END WITH A 5' EAVE SPAN ANGLE. MAKE SURE TO OVERLAP AT LEAST ONE HOLE. BE DONE WITH ACCURATE MEASURMENTS AND QUALITY TOOLS TO ASSURE THAT GOOD PART# DESCRIPTION SPAN ANGLES SHOULD START AND END AT THE MIDPOINT OF A DOOR HEADER WHENEVER APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED FOR 32XY19200 26 a. rake trim, ACCENT COLOR 16' long POSSIBLE. SEE SIDEWALL ELEVATION VIEW TO DETERMINE WHICH P/N'S TO START & END CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS BE " WITH. BOLT SPAN ANGLES TO EAVE CHANNELS O 2'-0" OC. FIELD CUT AT ENDWALL. ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DIRECTION. 5045010OXY 26 a. eave trim dsw 10 —2 ACCENT COLOR GOOD QUALITY & ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK NEEDED 779341 IReak box, 1 4:12 & 1 2:12 pitch AND PROVIDE FOR A GOOD APPEARANCE. 6 15 z r- 4 N �, EAVE SPAN 32XY19200 779341 y � ` off°' 50450100XY CHANNEL 5045010OXY _____ t kj EAVE SPAN ---- CHANNEL I I I I I I I I HEADER HEADER I I -- ------- I I I I I I I I DOUBLE JAMB CORNER JAMB I I I I I i I I I I I I I I I I I I I I I I 1 C rn DOOR ENDWALL � ROLL—UP DOOR � o ROLL—UP DOOR I I I I I I I Uj � I r 0 o i I I I I I o N *SEE DOOR ENDWALL ERECTION PAGE FOR ACTUAL LAYOUT I I W � I i i I i i �' s � a� � •_ } o 'o o DOOR o 0 � ENDWALL DOOR DOOR SIDEWALL SIDEWALL o m a cl� °pLd o k x m o co 3 tructuralne V tructural p d O a Q \ o 0 ' ne Q if F- 30'-0" DOOR FRAME SIDEWALL W/ DOOR ENDWALL DETAIL ELEVATION tructural 'ne 'ructural ine A CLOSET ENDWALL PANEL DETAIL ELEVATION, 1/4" PITCH 0 4-1 Cn o E' h w NOTE: TEMPORARILY FASTEN EAVE TRIM WITH 2-SCREIMS.PLACE SCREWS WITH A RIDGE CAP (NOT SHOWN) IS FASTENED CONSIDERATION AS TO WHERE ROOF CLOSURESAND FASTENERS WILL BE 710963 TO THE ROOF UNDERNEATH THE RAKE INSTALLED LATER.BACK SCREWING THE BOTTOM OF THE TRIM TRIM IS OPTIONAL HEADi. " SS ROOF 7 Z W TRIM WHEN NECESSARY. AND CAN BE DONE TO CLOSE GAPS.BE SURE TOHITTHE LIPOFTHE TRIM. ADAPTER TRIM > Zj RAKE TRIM Q� OOF ROOF PANEL AKE ANGLE ROOF PANEL W Q, 710963 CUT TO LENGTH o 0 x Z O a Ei W W 0. O E— W 760600 p 4 cr W 2-PLCSpi SCREW o EAVE SPAN CHANNEL o OPTIONAL BACKSCRE �- Date 9/19/05 DOOR SIDEWALL HEADER Drawn by EAVE TRIM PEAK BOX �� JAMB Scale JAH 12 x 1.25' 0 Plan No. AC HEAD 8 RAKE TRIM ° P-30113 Order No. HEADER PEAK BOX 6 DOOR SIDEWALL/EAVE TRIM 5 RAKE TRIM ABOVE HEADER Sheet No. 4 CONNECTION DETAILS CONNECTION DETAIL CONNECTION DETAIL F2 B REVISION Da PART # INDEX 710989 APPLY A CONTINUOUS LINE ALONG THE USE A 2" x 2" CUT TO 23 3/4" LONG AS A SPACER PART# DESCRIPTION EAVE OVER THE TOP OF ALL CLOSURES. TO HOLD 24" CENTERLINES FROM PANEL TO PANEL (AT FASTENING LOCATIONS) 710933 fixed utility clip 5 71194_ 24" O.C. (HOLD) 710963 caulk toe 7 23 3/4" i.d. 710967 standing seam roof shaping tool $ 710911 120.25" ZAC HEAD 710933 NOT REQ'D O 710969 12-14x1.25 Hex head screw 2'-0* STANDING SEAM ROOF PANEL a a 9 a ENDS. STEPS, OR 710989 self expanding sealer toe EAVES 710911 inside closure 3 it Al 710969 71194_ rake angle, length varies 3' 710911 2'-0" O.C. 2 PER CUP 760600 #12 x 3 4" HWHSD screw W/2 71o9s9 THROUGH EAVE TRIM & EAVE SPAN ANGLE 766000 1.5" o.d. fender washer EAVE SPAN ANGLE 710969 710963 775850 adapter trim 11'-0" long / the rural cLosuRE PURUN LINE tructural NOTES: ne 2�04 1. POSITION THE PANEL SO THAT IT WALL OVERHANG THE STRUCTURAL 71194- LINE AT THE EAVE AN EQUAL DISTANCE. 710963 (CUT TO 5") 2. LAY THE FEMALE SEAM OF THE FIRST PANEL OVER THE SUPPORT ANGLE, ATTACH WITH FASTENERS OR SECURE WITH VISE-GRIPS. THE PANEL WILL NOT BE ATTACHED PERMANENTLY UNTIL THE ADAPTER & EAVE SPAN ANGLE RAKE TRIM ARE INSTALLED. m m ?� 3. ATTACH THE EAVE FASTENERS BY THE SEQUENCE SHOWN ABOVE. THE FASTENERS MUST PENETRATE THE EXPANDING TAPE, CLOSURES, RAKE ANGLE AND SPAN ANGLE;. IT IS CRITICAL TO HOLD THE 24" WIDTH OF THE 24" O.C. 4a ROOF PANELS TO ASSURE THE ROOF DOES NOT GROW OR SHRINK AS PURUN a N IT IS BUILT. HEADER (OR 18" O.C. DEPENDENT L- 00 Go FIRST PANEL tnetural 2 EAVE FASTENER PATTERN 3 RAKE SUPPORT ON SHEET WIDTH) � �3 EAVE TRIM O& O RAKE ANGLE IS NOT REQIRED ON �12 PITCH BUILDINGS. RAKE TRIM & �bl3 � �IGFC`•�'F GABLE PANEL NOT SHOWN FOR CLARITY. 760600 2-14x1.25" ZAC HEAD STANDING SEAM ROOF PANEL 766000 760600 STANDING SEAM ROOF PANEL 710989 SEE EAVE FASTENER• 766000 PATTERN DETAIL 710989 12-14x1.25" ZAC HEAD FOLD EXCESS FLAP OVER 49 #12-14xl.25" ZAC HEAD 710963 710963 710969 2-14x1.25" ZAC HEAD ROOF PANEL 5 775850 775850 ROOF PAN 710933 710989 APPLY A CONTINUOUS 8 INSIDE CLOSURE LINE OVER EACH INSIDE CLOSURE FOR THE ENTIRE EAVE 760B00 710969 710911 LINE ALONG EAVE SPAN ANGLE 2 PER CUP 710911 5 71194_ 71194_ o 0 0 0 BELOW CLOSURE ONLY 710963 0 0 ° OVER CLOSURE &O 710963 BELOW CLOSURE ONLY o 0 0 0 710989 ° ° 71194_ ENTIRE EAVE O OVER CLOSURE & RAKE ANGLE HEADER or CHANNEL RAKE ANGLE V v 710989 ENTIRE EAVE 710963 ° °(PLACE ACROSS END WALL FRAMING AND o EAVE SPAN ANGLE a o FASTEN TO PURLIN SPAN CUPS w/(2) SELF EAVE TRIM DRILLING SCREWS f710969, VERTICAL LEG FLUSH EAVE TRIM PURUN w/ STRUC. LINE) INSTALL 3" LEG VERTICAL EAVE SPAN ANGLE ROOF INSULATION W/VAPOR COLUMN and JAMB COLUMN O JAMB Co ENDWALL PURUN BARRIEOR INSTALLED BLDING EAVE SPAN ANGLE ne o ' ° c 6 °' c��ctu�ai (CONFIRM COLUMN POSITION � TEMPORARILY FASTEN THE LAST PANEL W/ FLOOR PLAN) WITH A FASTENER OR VISE-GRIPS. THE END CLOSET HEADER CLOSURE END CLOSET HEADER Q. PANEL WILL BE ATTACHED PERMANENTLY WHEN THE RAKE TRIM AND ADAPTER TRIM EAVE/BASE t���t��°l Z Q o ARE INSTALLED. CHANNEL OR ANGLE EAVE TRIM & INSULATION o o 0 NOT SHOWN FOR CLARITY. a Q 3 EAVE TRIM MUST BE IN PLACE BEFORE CLOSURES ARE__v INSTALLED. SIDEWALL BLANK DOOR ENDWALL & DOOR ENDWALL & STANDING 00 S -6 W/ DOORS SIDEWALL w 4 5 _ 6 STANDING SEAM ROOF SEAM ROOF DETAIL AT m TERMINATION PANEL ROOF INSULATION w/SS ROOF DETAIL AT EAVE 7 PURLIN & JAMB Q b RAKE ANGLE NOTE: DO NOT EXTEND RAKE ANGLE OR ADAPTER TRIM BEYOND STRUCTURAL LINE. PLACE ACROSS END WALL FRAMING WITH VERTICAL LEG FLUSH WITH ROOF PANEL IS NOT TO BE CUT OUT AS SHOWN. PANEL IS ONLY CUT AWAY TO STRUCTURAL LINE. INSTALL 3" LEG VERTICAL. NOTE THAT RAKE ANGLE SHOW PARTS UNDER IT. 2'-O" 2'-0" McELROY STANDING SEAM AND ADAPTER TRIM ARE NOT TO EXTEND BEYOND THE STRUCTURAL EAVE 775850 710963 710989 (NOMINAL) ROOF PANELS 24 ga. LINE OF THE BUILDING. a ROOF PANEL M CLOSUREINSIDE 71194_ FIELD CUT CLOSURE AT STRUCTURAL LINE IF END WALL HAS CLOSETS. CUT CLOSURE TO EXTEND 1 AV PAST STRUCTURAL LINE IF END WALL IS 8 INSIDE CLOSURE A-PANEL 2-141.25" ZAC HEAD 1'-6" " 1 -6 McELROY STANDING SEAM ROOF CLIP RIVIT (NOMINAL) ROOF PANELS 24 ga. POSITION THE CUP AT EACH PURLIN. ROTATE THE CUP ON THE MALE UP C UNTIL VERTICAL. IT IS IMPORTANT THAT THE CLIPS PROJECTING LEDGE FITS EAVE CAP 710989M SNUGLY UNDER THE PANEL'S HORIZONTAL LEG AS SHOWN. FASTEN TO CUT FROM SCRAPIN PURLIN. THE PANEL CLIP HAS FACTURY APPLIED SEALANT IN THE UPPER TO MATCH TRIM SIDE WALL LIP. IF A CLIP MUST BE REMOVED, A NEW CLIP MUST BE USED OR SPAN ANGLE PURLIN GUN-GRADE SEALANT INSTALLED IN THE UPPER LIP. 710963 SEAMING NOTE: VISUALLY CHECK TO SEE THAT THE DO NOT WALK ON THE MINOR RIBS. WALKING ON THE MINOR RIBS MAY RESULT IN 710967 SEAMS HAVE SNAPPED THE ENTIRE PERMANENT DAMAGE TO THE ROOF PANEL DAMAGE MAY INCLUDE ROOF LEAKS, 33 ROOF PANELS LENGTH OF PANEL WHEN ASSEMBLED STANDING WATER, OR AESTHETIC DAMAGE. DO NOT WALK ON THE MINOR RIBS. WALKING ON THE MINOR RIBS MAY CORNER TRIM CORRECTLY, THE SEAM WILL LOCK DO NOT, UNDER ANY CIRCUMSTANCES, STEP ON THE PANEL AT THE PANEL ENDS RESULT IN PERMANENT DAMAGE TO THE ROOF PANEL DAMAGE MAY TOGETHER WITH REASONABLE PRESSURE UNTIL THE PANEL IS FULLY ATTACHED. THE ROOF PANEL MAY NOT SUPPORT THE INCLUDE ROOF LEAKS, STANDING WATER OR AESTHETIC DAMAGE. EAVE TRIM APPLIED WITH HAND OR FOOT. WEIGHT OF A PERSON AT THESE LOCATIONS. HOWEVER, IF A PROBLEM IS DO NOT, UNDER ANY CIRCUMSTANCES, STEP ON THE PANEL AT THE PANEL STARTER JAMB ENCOUNTERED IN FULLY SNAPPING THE SEAMS TOGETHER, SUCH AS IF THE PANEL MUST BE WALKED ON, PROTECT IT WITH 2x12 PLANKS THAT SPAN ENDS UNTIL THE PANEL IS FULLY ATTACHED. THE ROOF PANEL MAY NOT AN INCORRECTLY INSTALLED CUP, DAMAGED PANEL LIP, OR A BUBBLE ACROSS A MINIMUM OF 3 PURUNS. THESE PLANKS WILL HELP TO DISTRIBUTE THE SUPPORT THE WEIGHT OF A PERSON AT THESE LOCATIONS. NOTE: HEADER & JAMB SIDEWALL IS CAUSED BY FAULTY ASSEMBLY, A SHAPING TOOL IS SUPPLIED THAT LOAD, BUT PANEL DAMAGE MAY STILL OCCUR IF THE LOADS OR FREQUENCY OF SHOWN. SIDEWALL MAY BE A-PANEL SHOULD ENABLE THE SEAM TO BE LOCKED WITH A MINIMUM EFFORT. TRAVEL ARE EXCESSIVE. IF THE PANEL MUST BE WALKED ON, PROTECT IT WITH 2X12 PLANKS THAT SIDE WALL HEADER SPAN ACROSS A MINIMUM OF 3 PURLINS. THESE PLANKS WILL HELP TO THE ROOF SHOULD BE SWEPT CLEAN OF DRILL SHAVINGS AT THE END OF EACH DISTRIBUTE THE LOAD, BUT PANEL DAMAGE MAY STILL OCCUR IT THE LOADS 8 STANDING SEAM ROOF 9 STANDING SEAM O RUST SPOTS WORK DAY. FAILURE TO DO SO MAY RESULT IN OR FREQUENCY OF TRAVEL ARE EXCESSIVE. �° THE ROOF SHOULD BE SWEPT CLEAN OF DRILL SHAVINGS AT THE END OF & RAKE TRIM DETAIL ROOF PROFILES EACH WORK DAY. FAILURE TO DO SO MAY RESULT IN RUST SPOTS. �k LOWER RAKE ANGLE IS NOT NEEDED ON 1/4:12 PITCH BUILDING. H 43 INSULATION INSTALLATION OPTION: SEAMS OVERLAPPED I IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSTALL THE INSULATION OPTION: SEAMS STAPLED TOGETHER WITH CONSIDERATION THAT ALL VOIDS IN AN INSULATED WALL NEED TO BE (STAPLE AS CLOSE TO BOTTOM 710933 FILLED WITH INSULATION. CARE SHOULD BE TAKEN TO ASSURE THAT AS POSIBLE) 12-14 X 1-1/4" SCREW I EXTERIOR AIR INFILTRATION TO THE INTERIOR OF THE BUILDING IS 2 PER CUP j MINIMIZED. LIGHT SHOULD NOT BE VISIBLE THROUGH CRACKS AND 2'-0" STANDING SEAM ROOF INSULATION Qi CREVICES. CAULK OR OTHER REMEDIES TO THESE SITUATIONS IS NOT ROOF PANEL 24 GA. W/VAPOR BARRIER O I SUPPLIED BY TRACHTE AND IS TO BE USED AND SUPPLIED AT THE DISCRETION OF THE ERECTOR AND/OR OWNER. <-)3 R YOU MUST INSTALL THE INSULATION WITH THE VAPOR BARRIER TO THE START WITH 3'-0" WIDE INSULATION, I z THEN CONTINUE WITH 4'-0" ROLLS z CLIMATE CONTROLLED SIDE OF THE WALL & ROOF (INTERIOR). FOR REMAINDER OF ROOF 2s_ a 49 PAINTED FASTENERS 5 711940 ANY EXPOSED FASTENER SHOULD BE THE SAME COLOR AS THE PART IT IS ATTACHING TO. U Z VAPOR BARRIER �k RAKE AN TO INTERIOR x F o a w STARTING END ; E 0 (OR RESTART O BOTTOM 21'-11 15 16" ROLL OF ROOF STEP) 16'-6" ROLL 22'-0" ROLL / Dote \ ---I tneructural -ENDWALL PURUN 9/19/05 Drawn by i y 11 ROOF PANEL & INSULATION LAYOUT/LAP DETAIL JAB Scale 1/8" = 1'—C Plan No, P—30113 Order No. Sheet No. G1