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Home My WebLink About39421 SOUTH AVEPage is too large to OCR. SIDE "B" ANCHNR BNLT SCHEDULE 1 MK QTY DESCRIPTION 60'-3" Out-To-Out or Concrete 0 16 1/2' DIA. A-BOLTS W/NUTS :Ii )2 3 - - 12 5/8' DIA. A-BOLTS W/NUTS 2ø'-I" ' 20'-m" 2m'-l l " x 8 3/4' DIA. A-BOLTS WAUTS / 1' DIA. A-BOLTS W/NUTS 13/4" 13/4 uI 3/4■� -� 3/4■� e_ Q) O _ o o - = as - 's'4' ' £ '/ 3 -® C WI - 1- 0 :3 = O U cn - - —I N U / '4' I1/2u'4) 1, � 3/4"� 3/4"� 1/2�� I/2*4) 5/8" 2 �� O 31i . O iffi i81 18� 181 ° i ' . 3 2 O ��► O 33j4■ O O 3/ ' r{ I I `l 13/4' 13/4" 13/4 51/2,1 _ 10'-0' 5'-0' 5'-®' 10'-0' 201_11/211 20'-m" 2Ø' l/2" FRAME LINE DIMENSIONS 1 2 3 O NOTE: THE UNDERSICsNED IS NOTTHE TH E OF RECORD /(1 FOR THE OVERALL PROJECT. BUILDING SYSTEMS, INC. SIDE "A" ` E=ENGINEERED METAL BUILDINGS A I �t l�i-T® ®L= I Ls AN�1 P.O. BOX 1316 - BATESVILLE, MS - 38606 " (662) 563-4514 - (662) 563-1142 (FAX) NOTE: All Base Plates 100 -m CU.NJ DRAWINGS SCALE: CUSTOMER CHECKED.BY : RC NONECADI' ACE CONTRACTING INC. DR4W DATE: WESLEY CHAPEL, FL DRAWINGS BY : JAO 01/02/01 BLDG.SIZE : JOB NAME 40'-0' x 60'-0' x I2'-O' CITY OF ZEPHYRHILLS ZEPHYRHILLS, FL DRAWING : JOB NO. SHEET NO. PLO ANCHOR BOLT PLAN 800-4096 AB1 of 2 B RIGID FRAME REACTIONS (k ) ENDUJALL COLUMN REACTIONS(k ) NOTES FOR REACTIONS GENERAL NOTES ' 2 3 MAXIMUM VERTICAL DL+CO+LL= 5.6 Building reactions are based on 1. ACI BUILDING SYSTEMS Assumes No MAXIMUM VERTICAL DL+WL = -4.8 the following building data: Responsibility Or Liability For Foundation, DL + CL + LL MAXIMUM HORIZONTAL DL+WL = ± 2.6 Width (ft) = 40.0 Floor, Or Slab Design, Or Construction, DL + CL + LL Length (ft) = 60.0 When Not Supplied 5y ACI BUILDING Eave Height (ft) = 12.0/12.0 SYSTEMS, I C. Roof Slope (rise/I2 ) = 1.0/ 1.0 Dead Load (par ) = 2.0 2. All Anchor Bolt Projections Are To Project Collateral Load (psf )= 0.0 2-1/2' Above Finished Floor. Roof Live Load (psf d 20.0 (Unless Noted Otherwise). Frame Live Load (psf ) 12.0 Snow Load (psi' ) = 0.0 3. Contractor Shall Verify All Dimensions And Wind Speed (mph ) = 100.0 Conditions At Job Site Before Commencing 2b 2.6 Wind Code = SBC 91 Work And Shall Report Any Discrepancies To Exposure = - ACI BUILDING SYSTEMS, INC. 1 6 0 1 6.0 Closed/Open = C Importance = 1.00 4. Omissions Or Conflicts Between Various Seismic Zone = 0 Elements Of The Drawing, Notes, And Details Aa=0.05 Av=0.05 Shall Be Brought To The Attention Of ACI BUILDING SYSTEMS Before Proceeding With DL + WL The Work. DL SEISMIC DATA SHEET 5. Do Not Scale Dimensions From Drawinggs. Where No Dimension Is Provided, Consult AC1 WL U1L Based on the 1991 Standard Building Code. BUILDING SYSTEMS Prior To Proceeding With Work. Required Design Data - 16O1 1) PEAK VELOCITY RELATED ACCELERATION, Av, (Fig. 1601.1.5A) _ .05 6.TNo Additions Or At The iPe Shall Be Made 2) PEAK ACCELERATION, Aa, (Fig. 1601.1.55) = .05 B Drawin s WTEout The Permission Of AGI BUILDING�YSTEMS. 3) SEISMIC HAZARD EXPOSURE GROUP (Table 1601.1.6) = GROUP I 4) SEISMIC PERFORMANCE CATEGORY (Table 1601.18) = A WL WL 5) SOIL PROFILE TYPE (Table 1601.3.1) : 53 SITE COEFF 2.0 1. The Professional Engineer Sealing These Plans 4.1 0.4 6) BASIC STRUCTURAL SYSTEM AND SEISMIC RESISTING SYSTEM Is Not The Professional Of Record For The Th (Table 160133) = ORDINARY MOMENT FRAME OF STEEL Entire Project. 68 j 43 1) RESPONSE MODIFICATION FACTOR, R (Table 1601.3.3) : 45 8) DEFLECTION AMPLIFICATION FACTOR, Cd (Table 1601.33) = 4 9) ANALYSIS PROCEDURE (1601.4) = EQUIVALENT LATERAL FORCE PROCEDURE 2 32. (TYP.) 2•o BOLTS I, I 2 $ ANCHOR BOLTS 1112. x I tk2• <• 2 SHEET , 0 NOTCH N 1t�2' x1112' 4' a SHEET • ? I(U NOTCH 1• 1' CJIV' 6' 3 _2• SECTION '0 SHEET NOTCH 3, 13. 4 1°'-°• FIELD-LOCATED WALKDOOR DETAIL (TYPICAL EXCEPT 6 OPENINGS) DETAIL a FRAMED OPENING (2) REQUIRED (2) REQUIRED NOTE: THE UNDERSIGNED IS t NOT THE ENGINEER RECORD 4• 3' AC O BUILDING SYSTEMS, INC. 9ti2• 11_0' i'2 - FINISH FLOOR j 11/ RE-ENGINEERED METAL BUILDINGS •—Icv P.O. BOX 1316 - BATESVILLE, MS - 38606 1 % (662) 563-4514 - (662) 563-1142 (FAX) cr • • • CHRE wCKEDs BY :INcS aGALE: CUSTOMER NONE — ACE CONTRACTING INC. • • (ADD DATE: • SECTION fl WALKDOOR DRAWINGS BY : JAO 01/02/01 WESLEY CHAPEL, FL •'• BLDG.SIZE : JOB NAME : SECTION 0 FRAMED OPENING FIELD-LOCATED WALKDOOR DETAIL / / 40'-0 x 60'-0' x 12'-0' CITY OF ZEPHYRHILLS ZEPHYRHILLS, FL DETAIL 9 FRAMED OPENING WITH SHEET NOTCH W/SHEET NOTCH LI --________ DRAWING : JOB No. SHEET No. PLo ANCHOR BOLT PLAN 800-4096 AB2 of 2 B 3 SIDE BOLT SCHEDULE FRAME LINE OI - O " OUT TO OUT &T L 2 4 3 KNEE CONNECTION BOLT SIZE 4' x 2-Ig-' A325�C/ 2 4 3 PEAK CONNECTION BOLT SIZE 4 X 2±' A325 20 -0 2 20' O" 3 20'-0" LIGHT ENDWALL TO RAFTER BOLT SIZE - x I ' A325 LIGHT ENDWALL PEAK CONNECTION BOLT SIZE a X I ' A325 PURLINS THIS BAY PURLINS THIS BAY PURLINS THIS BAY EAVE STRUT BOLT SIZE -y x 14' A325 MK - Pl MK - P2 MK - Pl PURLINS d GIRTS BOLT SIZE ± X I' A3O� 8x21"2 z16 Sx2112 z16 &X2"2 Z1 1'-I3/4 1 -13/4' 1 -13/4' 1'-1314' TYP. PURL IN LAP TYP. PURL IN LAP CCMI E51 8' X 14Ga(TYP) THIS SI ESI ESI CCMI _ —Pur 1 in CIX CIX -Eave Strut \ / Eave Purlin Brace _ c ice, p�`✓i G x /x\ x x @ "12x]1-14' SD. Screw Section ' Eave Purlin Brace / \ 113 / \ o \ OEPIX EPIX 1 ull I— ? \cce/ �G� W 0 c N / \' x \ / x '` x x x x / \ CV / \ / \ / \ 2X2X'a ANGLE 2X2X'8 ANGLE CGNI EPBRIX EPRIXI CIX C1X EPBRIX EPR1XI CCNI ES1 8' X 12Ga(TYP) THIS SIDE ESI ESI NOTE: THE UNDERSIGNED IS ROOF F f RA I (NG FL AN NOT THE OVERALL PROJEc . BUILDING SYSTEMS, INC. PRE-ENGINEERED METAL BUILDINGS SIDE ",4' P.O. BOX 1316 - BATESVILLE, MS - 38606 (662) 563-4514 - (662) 563-1142 (FAX) PEFW1ITS SCALE: CUSTOMER: CHECKED.BY : KC INONEPE1IT (DATE: ACE CONTRACTING INC. _______________________________________________________________________ (// DRAWINGS BY : JAO 1/5!01 WESLEY CHAPEL, FL BLDG.SIZE : JOB NAME 40'-0' x 60'-0' x 12'-O' CITY OF ZEPHYRHILLS ZEPHYRHILLS, FL DRAWING : JOB NO. SHEET NO. IPLO ROOF FRAMING S00-40 I E I or 4 I 3M4 � 4 I'-I4• 1'-1314' 1'-1314' 1'-1314• 2 DOWNSPOUT(S) AT EACH SIDEWALL 3 DOWNSPOUT STRAPS PER DOWNSPOUT G(RT LAP GIRT LAP ESl ESI ESl GUTTER STRAPS -0 3'-m" O/C JI FL-31F DN1 DI-I1 SX2/ SX211 2C1ro �\ i 2C16 FLI-FL31 FL-31F U G5 G3 - G5 U V Goo X2112Z1 �� X211 Z1 SX21 Zlro SX21i2Z1(o <" <- &X2/2. x x x x 2 FL-31F N BA-1 11 0 BA-1 �i BA-1 �F� BA-1 p BA-1 p BA-I I 2X4XIIoGa ANGLE (TYFP) 11O1 -011 js' -e" 2O1 _O11 2O1 _O11 2O1 _O11 (4) FL-11A SIDE °A ° ELEVATION (3) FL1S1� (I/2 ) FLISC TYP. SU EWALL (42) FL-15E ~TRIM (3) FL-1A ALL TRIM LAPS 3" ( '2 ") FL-1 1'-1314" 1'-13/4" 1'-1314' 1'-1314' (1L/1R) FL -15A R/L GIRT LAP GIRT LAP ESl E51 ESI I W G4 G3 - ' G4 SX21/2Zlh SX212ZI6o SX212Z1(o BA-I 2X4X16Ga ANGLE (TYP) BA-1 <F BA-1 I I _ NOTE: THE UNDERSIGNED I5 THE E ENGINEER RECORD FOR THE OVERAL ROJECT. A� BUILDING SYSTEMS, INC. PRE-ENGINEERED METAL BUILDINGS 20' -O" 2y[/�1 /�11 �/f�1 _20 -0"S(/ �[/ P.O. BOX 1316 - BATESVILLE, MS - 3S6O6 (662) 563-45'14 - (662) 563-1142 (FAX) SIDE 1111 L E VATION PERMITS SCALE: CUSTOMER: CHECKED. _ : KC NONE ACE CONTRACTING INC. PERMIT DATE:JAO WESLEY CHAPEL, FL DRAWINGS BY : 1/5/01 BLDG.SIZE : JOB NAME x 60'-0 x 12'-0' CITY OF ZEPHYRHILLS ZEPHYRHILLS, FL DRAWING : JOB NO. SHEET NO. PLO SIDEWALL FRAMING 800-4096 E 2 of 4 5 G A G A 12 11— x di W8X15 w8X15 ; 1 111 d G2 G1 SX2Ii2Z12 m 8X2i2Z12 (N Ln ci i (N �n ii I co �n cN U U U cN (N CN N m in ;m m in iN CN cx N � 1 N N 1 N x BA-1 BA-1 c 2X4X16Ga ANGLE (TYP) � 2'-0 PANEL LAP o END ""CI" SHEETING LAYOUT U w U 2O'-m" 2m'-O" END "C " ELEVATION A C C 12 xrr cA ER 15 ERiX WSX w8X15 , v G2 G1 _ &><2 12 Z 12 m 1 I N Ln co = iN Ln " Ln tN ao Ln iN 2 8X21/2212 " i " " i i 1 " i " i " U O �N IN �N CM ) m ; cn m cn (N �v N CM N N N BA-1 BA-1 c 2X4) l Ga ANGLE (TYP) 3 ,� 2'-m' PANEL LAP y- x 2 END "D " SHEETING L AYO U 2(d'-O* "' 2m'-m" U NOTE: THE UNDE IGrJECT. { NOT THE ENGINEER R5ORD FOR THE OVERA BUILDING SYSTEMS, INC. END "D " ELEVATION ACT PRE-ENGINEERED METAL BUILDINGS P.O. BOX 1316 - BATESVILLE, MS - 38606 (662) 563-4514 - (662) 563-1142 (FAX) PE1IT5 SCALE: CUSTOMER, PE .BYE NONE ACE CONTRACTING INC. DRAWINGS BY : JAO 1/5/0) WESLEY CHAPEL, FL BLDG.SIZE JOB NAME : CITY OF ZEPHYRHILLS ZEPHYRHILLS, FL DRAWING : JOB NO. I5wEET NO. Ipo ENDWALL FRAMING 800-4096 E 3 of 4 j B 12 1 2O _0_ 3/16 1'-06 5'-0' 0„ � —0„ 5 2'—0�6 5 2 -0 $ ROOF PNL OOF PANEL 5 _q LTP 4'_10" ROOF iq 10" t4EET t— '— w 2 (' w0 .10 Nw -T 3 w 10 1 4X14X e ANGLE (TYP) o ^ Q Iflw 1111 —' Q - Q J J N U U +1 +1 O �m N C V' R 7, L 201 -011 40 -0" OUT TO OUT STEEL TYPICAL RIG I E) FRAME HALF GROSS SECTION NOTE: THE UNDERSIGNED R NOT THE ENGINEER OF RECORD ACI FOR THE IS OVERALL PROJECT. BUILDING SYSTEMS, INC. PRE-ENGINEERED METAL BUILDINGS P.O. BOX 1316 - BATESVILLE, MS - 38606 (662) 563-4514 - (662) 563-1142 (FAX) PERMITS SCALE: CUSTOMER: CHECKED.BY : KC NONE ACE CONTRACTING INC. PERMIT DATE:DRAWINGS BY : JAO WESLEY CHAPEL, FL 1/5/01 BLDG.SIZE : JOB NAME 40'-0' x 60'-0' x 12'-0' CITY OF ZEPHYRHILLS ZEPHYRHILLS, FL DRAWING : JOB NO. SHEET NO. IPio CROSS SECTION 800-4096 E 4 of 4JAN B 0 - i