| Date |
Text |
| 2001-10-29 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 01091425 |
| | 222 GREGORY RD |
| | CONT: MEN AT WORK CONST |
| | TEL: 585-9152 |
| | CELL: 707-6967 |
| | |
| | SBC= 1997 STANDARD BUILDING CODE |
| | SBC*= AMENDMENTS/ STANDARD BUILDING CODE |
| | |
| | 1)- PRODUCT APPROVAL 99-0128.01: |
| | SWD-101 OUTSWING FRENCH DOORS 3.0 LIMIT- |
| | TATIONS, SINGLE UNIT, OR PAIR OF DOORS, |
| | REPORT NOT TESTED WITH SIDELITES! SEE |
| | GREAT ROOM. |
| | |
| | 2)- PRODUCT APPROVAL, WINDOWS: MISSING |
| | MULLION REPORT FOR WINDOWS. |
| | |
| | 3)- SSHEET A-1: |
| | A) MISSING COLUMN INFORMATION, ACI |
| | 530-95 LATERAL TIES 5.9.1.6. |
| | B) SBC 104.2.2* THE PLANS INDICATE A |
| | COMBINATION OF POURED COLUMNS & BEAMS |
| | HOOPS VS. GROUTED MASONARY & BOND |
| | BEAMS, WHICH IS TO BE USED? PUMP MIX |
| | OR GROUT? WHAT STRENGTH? |
| | C) INFO FOR THE SPIRAL STAIRS? |
| | D) LOFT: INDICATE THE LANDINGS FOR THE |
| | 2ND 3RD FLOOR. |
| | E) LOFT: SEPERATION OF LOFT & OPEN AREA |
| | WALL OR GAURDRAIL? |
| | |
| | 4)- SHEET A-2 INDICATES A 2ND & 3RD |
| | FLOOR, SBC TABLE 600 TYPE VI-1 HR |
| | PROTECTED, OR TYPE VI UNPROTECTED/ |
| | SPRINKLERED ( FOOTNOTE H) GIVES ALLOW |
| | ANCES FOR A 3RD FLOOR (SPRINKLERED). |
| | GIVE THE FLOOR CEILING 1 HR RATING |
| | ASSEMBLIES OR SUPPLY THE FIRE SPRINK- |
| | LER PLANS. |
| | |
| | 5)- SHEET A-3 |
| | A) FIRST FL ELEVATION INDICATES A 12' |
| | X 6' WINDOW, IS THERE A BEAM AS |
| | DIPICTED? |
| | B) 2ND / 3RD FLOOR MISSING HEADER INFOR |
| | MATION, SBC 2308.3.1. HEADERS2308.3.2 |
| | THE NUMBER OF JACK STUDS REQUIRED, |
| | AND THE TYPE OF CONNECTOR REQUIRED |
| | FOR UPLIFT? |
| | C) BALCONY; MISSING FLASHING DETAIL FOR |
| | THE LIGHTWEIGHT CONCRETE? |
| | D) DETAIL FOR THE ANCHORING OF GAURD- |
| | RAIL. |
| | E) MISSING INFORMATION, 2X12 THE STRAP- |
| | PING FOR THTE TOP PLATE AND FLOOR |
| | JOIST? |
| | |
| | 6)- SHEET A-4: |
| | A) DISCREPANCY: THE PLANS INDICATE A |
| | HAND FRAMED VAULT VS TRUSS LAYOUT |
| | T-10. |
| | B) DISCREPANCY: CUT SECTIONS A/B ARE |
| | FLIPPED. |
| | C) SBC 104.2.2. HURRICANE ANCHOR SCHED- |
| | ULE, SHOW LOCATION, DIRECTION, & |
| | MAGNITUDE OF THE LOADS TO BE RESIST- |
| | ED. |
| | D) THE DESIGN CERTIFICATION SHEET INDI- |
| | CATES A HEIGTH OF 29'-3" VS TRUSS |
| | ENGINEERING MULT HEIGTHS. |
| | SBC 1606.2.2.1 WIND PRESSURE MIXING |
| | OF COEFFICIENTS & DYNAMIC PRESSURES |
| | FROM DIFFERENT SCOURCES SHALL NOT |
| | BE PERMITTED. |
| | E) SEC A BUILT UP GIRDER INDICATE TYPE |
| | OF ANCHORS TO BE SUPPLIED FOR |
| | UPLIFT & REACTION. *** REACTION |
| | 24,614LBS @ 33 SQ IN = 745 LBS/ IN. |
| | EXCEEDS CRUSHING VALUES |
| | F) WALL SECTION "B" IS MISSING THE |
| | FIRE STOPPING 2305.1.4(5) |
| | G) GREAT ROOM- DETAIL FOR GABLE ENDS |
| | HOW WILL END WALLS TIE IN? DIAPHRAM? |
| | |
| | 7)- PLEASE PROVIDE A ROOF NAILING |
| | SCHEDULE AS PER SBC 2306.1*. |
| | |
| | PLANS ARE INCOMPLETE ENOUGH TO DO A |
| | THROUGH PLAN REVIW |
| | BUILDING PLAN REVIW |
| | JIM WITMER |
| | (561) 659-8096 X 8412 |
