Loading...
HomeMy WebLinkAboutFloor PlanI 1. ALL WINDOWS IN EXTERIOR WALLS SHALL COMPLY WITH THE FLORIDA BUILDING CODE. 2020 ALL WINDOWS IN EXTERIOR WALLS SHALL COMPLY WITH THE FLORIDA BUILDING CODE, 2D20 EDITION, "MEANS OF EGRESS' CHAPIER, & MLASS & GLAZING' CHAPTER. A. SECTION 1005.1 "EMERGENCY ESCAPE & RESCUE OPENINGS" B.SECTION 24041 'WIND& DEAD LOADS ON GLASS! 2. ALL EXTERIOR WINDOW SHALL MEET CODE REQUIREMENT FOR SECURITY AND FORCE ENTRY. 3. MEANS OF EGRESS: ANY BEDROOM WINDOW SHALL BE OPERABLE FROM INSIDE WITH A CLEAR OPENING NO LESS 20"WIDTH AND 24'IN HEIGHT. THE BOTTOM OF WINDOW OPENING SHALL BE NOT LESS THAN 44' ABOVE THE FLOOR (242.2.2 NFPA 101) 4. WINDOW OPENING SHOWN ON SCHEDULE MUST BE VERIFIED WITH WINDOW MANUFACTURER, 5.. PROVIDE SHOP DRAWINGS AND FL PRODUCTS APPROVALS FOR ALL EXTERIOR WINDOWS. 6. CONTRACTOR TO PROVIDE WEATHER STRIPING AT ALLWINDOWS. CAULK ALL JOINTS AROUND NEW WINDOWS. 7. WINDOWS AND DOORS SIZE MAY VARY DUE TO DIFFERENT MANUFACTURERS AND THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE OPENING SIZE WITH THE SELECTED MANUFACTURER AND PRODUCT CONTROL APPROVAL. R Milli wm� 001111". 1 'Iff 1. ALL EXTERIOR DOORS SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2020, CHAPTER 10 'MEANS OF EGRESS"& CHAPTER 24 "GLASS& GLAZING" 2. ALL EXTERIOR GLASS DOOR TO BE SAFETY GLASS CATEGORY 11. 3. CONTRACTOR TO PROVIDE WEATHER STRIPING AT ALL EXTERIOR DOORS 06 CAULK AROUND ALL DOORS FRAMES (INTERIOR AND EXTERIOR) 4. ALL EXTERIOR DOORS SHALLMEET CODE REQUIREMENTS FOR SECURITY AND FORCE ENTRY. 5. SAFETY NOTES CLOSET AND BATHROOM DOORS: EVERY CLOSET DOOR LOCK SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE Of THE CLOSET. (24-2.4.4NFPA 101) EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY (2424.5 NFPA 101) FLOOR BASE WALLS CEILING ROOM NAME GREATIROOM TILE WOOD DRYWALL DRYWALL KITCHEN TILE WOOD DRYWALL DRYWALL BEDROOM TILE WOOD DRYWALL DRYWALL 'DRYWALL BEDROOM 2 TILE WOOD DRYWALL MASTER BEDROOM TILE WOOD DRYWALL DRYWALL MASTER BATHROOM TILE TILE DRYWALL DRYWALL DINING TILE WOOD DRYWALL DRYWALL LAUNDRY ROOM TILE WOOD DRYWALL DRYWALL BATH TILE TILE DRYWALL DRYWALL MIMI g" n1l, 110 11 LiMOM I t FINISHES SHOWN ON SCHEDULE PURPOSES. G.C. MUST CO-ORD. WITH OWNER ON FINISHES SELECTION. 2. THE CONTRACTOR SHALL PAINT ALL INTERIOR UNFINISHED SURFACE. 3. REMOVE PAINT SPOTS, OIL STAIN UPON ADJACENT SURFACES NOT REQUIRING PAINTING OR DIFFERENT COLOR, AND LEAVE ENTIRE JOB CLEAN. (CALK ALL JOINTS). ONO I'll,, In., iII11TORMI Ifil 11 NEW Ir CMU WALL 5v_T7-1 Fw-_21 NEW Ir PARTITION WALL, 145 GROUTED FILLED CELL @ 40'OC. N gq'j lylpi WIDTH HEIGHT FHCK. MAT. REMARKS _WL—M —RESISTANT No. TYPE 1 ALUMINUM -GLASS DOUBLE DOOR 6-(Y 8'-0 _T IMPACT 2 3 TEMP. GLASS DOOR ALUMINUM -GLASS DOOR 2--0" 3. - or. 6--8- 3/9, _1 _31_4" ALM. SAFETY CAT 11 GLASS, IMPACT RESISTANT 4 WOODDOORT -O" 8. - cy. 1 1/2" WD. 20 MIN. FIRE RATED 5 HOLLOW CORE DOOR 2'_ Er. 81-01. IP211 HC. !HC. "FROSTED — 6 4 P EL BI-FOLD DOOR PANEL 6-0" 8. -0.1 HC. C 7 FULL LOUVERED DOOR 2'-6- 8.-0., —0- 1 `117 _T 8 HOLLOW CORE DOOR - —6- EF- la- HC. HC g POCKET DOOR z - IT, 8. - OP. 1 121 HC. 10 2 PANEL BI-FOLD DOOR 1. - 81-9. 11/2, HC. 11 — E DOOR 161 � 011 91 _t737R� MTL IMPACT RESISTANT 12 SIDE LITE - —0- 6. - 0­ �L IMPACT RESISTANT loll .011NIME I M101111 M WIDHT HEIGHT I;i IMIII'm Uc,­gal'tii REMARKS No. TYPE A ROLLING WINDOW 7R' 63" IMPACT RESISTANT B TO_L1:1N_G WINDOW 74- 63" IMPACT RESISTANT C ROLLING WINDOW 37- 38 3/8" IMPACT RESISTANT D ROLLING WINDOW 37' W7 IMPACTRESISTANT- ----- _IMPACT ­RESIS-Cj�NT E WINDOW 7 14' 50_5W LRqR �PLAN. w4r FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for CISTDS & Well #131-32042N Date: le Reviewe J.B.O. Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 SEAL: Digitally signed by Juan B. Ordonez N14". DN:cn--JuanB. -ordone4 o, bu--P.E.43380, em4l!7jbo26@b allsouth'a; C--Us Date: 2021.04.29 311 OF 09:13:26 -04'W 3unn B. Ordonw, P.E. STRUCTURAL ENGINEER FL. LIC. # 433BO DATE: LLI 0 w I -- OD a. -00) CU 0 U1 ry C LL ILL. 0 z o LU 03 LLj F_ C) Z CO UL1 0 U) 0 LL Lb 0 Q. 22. mw LU No, DesrAptlon Date Sheet Content FLOOR PLAN DESIGNED sy: R. SILVA DRAWN BY: J.F. CHECKED BY: A CORRAILES SCALE: AS SHOWN DATE: 0412712021 JOB Na: 2106 HOUSE Sheet No. A 0 2 M .A