OLYMPIA STEEL BUILDINGS° SYSTEMS

OLYMPIA STEEL BUILDINGS° SYSTEMS OLYMPIA 400 Island Avenue McKees Rocks PA 15136 Web Site: STEEL BUILDING SYSTEMS Toll Free Phone: (888) 449-7756 Fax: (724)744-6062 Cell: 724-396-8269 FACTORY DIRECT TO YOUR DOOR Name: Daphne Wallace Date: 8/14/13 Address: Company: City: State: Zip: Phone: Fax: Country: St. Thomas YOUR STEEL BUILDING SPECIFICATIONS Width: 120' Bay Spacing: 22' Wall Color: color Bldg Code: IBC Length: 110 Frame Type: H-Beam Trim Color: color Wind Load: 165 mph Eave Ht: 35' Roof Type: PBR 26 Ga. Coating on Roof: Galvalume Ground Snow: 0 psf Roof Pitch: 1:12 Clearance Under Eaves: 30' Coating On Walls: color Exposure: C Left Endwall: i4 Post & Beam K Rigid FR V2 LD K Full LD Collateral Load: 1 psf Right Endwall: Post & Beam K Rigid FR V2 LD K Full LD Bracing: ,, Cable K Portal K Rod Base Condition: Angle with base trim Framed openings: 100x27 Gutters & Downspouts: included Building designed to carry the weight of a 100x27 hangar door (hangar door by others) 6" roof and 6" wall insulation: Add $19.426.00 6" roof and 4" wall insulation: Add $17.605.00 ALL BUILDINGS INCLUDE: • 25 YEAR WARRANTY ON STAINLESS STEEL CAPPED SCREWS (NO RUST) • 40 YEAR WARRANTY AGAINST CRACKING, CHIPPING OR PEELING ON POLYESTER BAKED PAINT ON SIDEWALLS • GALVANIZED Z-GIRTS AND Z-PURLINS • WASHERS ON PANELS ON SIDES AND ROOF • 26 GAUGE COLOR WALL SHEETING (10 AVAILABLE COLORS) • STRUCTURAL STEEL 1-BEAMS • ENDWALL POSTS • RAFTERS • NUTS • BOLTS • X-BRACING • COLOR TRIM • 1" MASTIC TAPE FOR SIDE LAPS ON ROOF • 1" DOUBLE BEAD MASTIC FOR END LAPS ON ROOF • CERTIFIED, ENGINEER STAMPED DRAWINGS TO MEET YOUR STATE AND COUNTY REQUIREMENTS BUILDING PRICE $275,337.00 DELIVERY..to..Palm.Beach.port.anly $ included TAX $ none TOTAL $275,337.00 DEPOSIT $68,834.00 BALANCE ON DELIVERY $206.503.00 Price includes 3 sets of engineer stamped drawings and anchor bolt plansum Price Quote is valid until this Date: 8/31/13 SINCERELY, PHONE# (888) 449-7756 Ext. 257 Jill Leonello 25 YEAR FACTORY WARRANTY J PROT0 k,.........er. •"41,-/4-4Ite 4 ,-,W _asatae s",, ,,,e'3/4 1/41:aais c 40i", %. AnattftWW: Aiir.., -ct-Ita, WiiKe t i. it 31.4 t t: ai kil e s. . a r',.. 2 •;!`,.. Czenlf(akt•APPOra•vesae'-e."Willr.s.s. : "Se r n a:Sat: Eie - "Atatnaffee-4 111:-", 40;PS% PROT1 SPLICE BOLT TAME Mak Top Oct Ix Typo Da Length SP-1 4 4 4 A325 1.250 3.75 SP -2 4 4 2 A325 0.750 2.50 SP .3 4 4 2 A325 0.875 3.00 BASE PLATE TABLE Col Fla Sur Mark Width Thick Length RC 812.1 ID* l• 1'-10 s'ir 31.-r V'FIANGE GRACES: 29.8. FElatC41):22. C -1.252.28(10o• ORNIODC.i" 12%2%1A) 407411W 12 A.10* 11) - Atte BP-1 IT-10" _4 1W t4 yr RIGID FRAME ELEVATION: FRAME LINE 1 2 3 4 5 0 12 4 Wb Da. I 1 DIE I -77," Jr Oslemr GENERAL NOt: car [Ps CIr lets MINOR FIE UCTI/RAL. SECONDARY ORIalm or Lnou Lahr. Oar 61413 PADEUTPROATE MAYBE iECESSARY TO Oast. Oat Man AO Pt.: ENSURE ARCO/JAL PRCPENIF1 PART Of SUCH WORK 1.161N. BOIL( IS CONSIDERED MG ERECTION. 06111 ChRir OW SW tl Mow WE WILL NOT PIONCR EIACKCRAMES IllE4D WORK Fell MINOR RIGID FRALE ELEVATION 1341 ato PROT2