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HomeMy WebLinkAboutApproved Site PlanBEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT' MARK SPACING SPECIES CAP.(PIQ TOP BOTTOM NO BW1 16" (2)160 TOENAILS (2)led TOENAILS SPF UPLIFT BW2 to, SP2 W/ (6}Wd SPS W/ (6)10tl SPF 402 STUD, (6) lOd PLATE STUD, (4)10d PLATE 5W3 1e" (2) SP2 W/ (6)10d (2) SP1 W/ (6) '.Do SPF so 6d P STUD, 4 SOd PLATE BW4 is- ' (2) lad TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6H10d SP1 W/ (6}1od 16" STUD 6 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6)100 SPS W/ (6H10d SYP 18" STUD 8 10tl PLATE STUD 4 10d PLATE 878 NO BW7. 12" (2)i6d TOENAILS (2). 16d TOENAILS SPF. UPLIFT BINS SP2 w/ OADd - SPI W/ (6),LOd 12" SAID, (6) Wd PLATE STUD, 4)1W PLATE SPF 535 IOd BW9 12" STUD, (6)10d PLATE STUD, (4j) Lod PLATE SPF 1070 BW10 12" (2)160 TOENAILS (2)16d TOENAILS SYP 0. BW11 SP2 W/ (%10d SP1 W/ (%lOd 12" STUD 6 J.Od PLATE: STUD, (4) SOd PLATE SYP ass BW12 (2) SP2 W/ (6)1Dd SW/ (6)­10d P1 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1170 E9 NOT USED TOP OF WALLIJj_ --DOUBLE 2. TOP PLATE SEE PLAN V MASONRY WALL OR ICF WALL SEE PLAN -2(STUDS PER DOUBLE 2X HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S­1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MIDSPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F - SEE FOUNDATION 2x P.T: W/ 1/2' A.B 0 32" G.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN, "+ REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HID 0 32" O.C. 7/16" Ose PLYW'D MW13MMENT RE NAILS T 400 SEE GENERAL NNOOTE#8 BRIG, WALL DETAIL INSAME EDGE. IN FIELD AND EDGE. GENERAL NOTES L SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. S. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF 'SW"IS INDICATED ON SECOND FLOOR 134SE CONNECTION TO IGNORED. SEE Wro6/83.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6, IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" DEB PLYWOOD W/ ad NAILS AT 4" O.C. IN MELD AND EDGE TO (1) SIDE OF WALL 7, ALL 2x EXTERIOR WALLSW EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE . EARW SEE PLAN AND WALLS SECTIONS FOR SPACING AND GRADE ACT A9 SH AU.s EGTI STUD S. IFPHE BEARING WALL ISR INDICATED WITH THE BW4, BW7, THESE WALLS ARE ONLY TSWIGUDS THE FLOOR LOAD AND HAVE UPLIFT, THE S ARE TOE NAILED TO THE HOT HAVE PLATE AN T TA HARD NAILS PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE, 9. SPI/SP2-0RWE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE FLATETO ACHIEVE THE TABLE LOAD. 10c�t OA48" DIA, x 3" LONG COLUMN SCHEDULE MARK COLUMN SEE (BASE) CONN. & FASTENER UPLIFT(Lb) Cd (3)2x4 #2 SPF (4)-16d TOENAILS 0 C2... (3) 2 x 4 #2 SPF DTT2Z W/ 1/2- WEDGE ANCHOR* & (8)1/W X 11/2' 2345 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR, (4) -16d TOENAILS 0 DT72Z W/ 1/2' WEDGE (4)2x4 SPF#2 ANCHOR* &(9)1/4'X11/2' 2145 SDSSCREWS 4x 4 P.T.#2: ABU"W/5/S"ATR** C5 SYP POST &(12).16d NAILS U=66DU 6x 6P.T.#2 ABU66 W/ 5/8' G-12000 SYP POST & (12) - 16d NAILS U = 2300 8X 8 P.T. 02 ABUBS W/(2)-51W ATR** G.=24335 C7 SYP POST & (28) .16d NAILS U -. 2320 3.5 x 3.5 P.L 1.8E Fb=2400 PSI HDU5aDS2.5 W1(14)1/4'x 21/2" SDS WS & 5/8" EPDXY 5645 ,WOMANIZED IF Ent.) ANCHOR, OR ATR** , 3.5 x 5.25 P.L HDUSSDS2'.5 IN/ 44)1/4" x 1.8E F0=2400 PSI (WOLMANIZED IF EXT. 21/2' BOB WS & 5/8" EXOPY ANCHOR, OR ATR** 6645 C10 3.5 x 7 P.L 1.8E Fb=2400 PSI HDUSSDS2.5 W/ (20)1/4- x 21/2' BOB WS & 7/8" EPDXY 6970 (WOLMANIZED IF Ent.) I ANCHOR, OR ATR*** - - C11 5.2 x 5.2 L. 1.8E Fb=2400 PSI MOLMAMZED IF EXF.) RDUSSDS2.5 W/ 21/2' SDS WS & 7/8' EPDXY ANCHOR, OR ATR*** 7870 7 x 7 P.L. HDU8-SDS2.5 W/ (20)1/4" x gil18E Fb=2400 PSI 21/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. SAID PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3 NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5,W ATR W EMBEDMENT FOR T1W ATR 5. IF IC) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (S.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DULAENGTH NAIL SPACING Ed 0.13V X 2 W 0.131" X 2'h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3' O.M. X 3" SEE PLAN BLOCKING & TOE DAW X 314" OA31" X 34' NAILS & TOP PLATE 12d 0.148'X3W 0.131"X3M* 8"O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d OA48" X 3" 0431' X 3' 8" O.C.(COMMON) STUD PACK 6. O.C. GUN NAIL COLUMNS 16d 0.162" X 32A" 0,131" X 344" (2)16D(COMMON) SEE PLAN (3)160 ( GUN NAILS) BEAM SCHEDULE MARK BEAM SEE CONNECTIONS (2) - 2 x 8#2SYP W/7/16" CONNECTION -PROVIDE (2). t)3M1,7 OSB rUTCH PLATE, NAIL SIMPSON LSTA12 OR (2) BEAM TOGETHER USING (2) SIMPSON MTS20TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/18" CONNECTION: PROVIDE (2) OSB-FUTCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST 12QR ROWS OF NAILS 012" F (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE A COL U.N.O. ON ROOF PLAN. 12) - 2 x 12 #2 SYP W/ 7/16" CONNECRONLPROVIDE (2) OSS FLITCH PLATE. NAIL SIMPSON LSIA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HT$20 TO WOOD POST ROWS OF iW NAILS 012" OR (2) SIMPSON HETA16 TO CMU - O.C. TYP EACH SIDE COL. U.N.O.ON ROOF PLAN. (2) -13/4" x 111/4* LVL OONNECTN)N PROVIDE (2) 2.OE FP-2600 PSI NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSONHTS20T0 WOOD POST �w 1/4" x 3 1/2" SOS WOOD OR OR (2) SIMPSON HETA16 TO CMU SCREWS 0 is" O_C. TYP. OOL U.N.O.ON ROOF PLAN. EACH SIDE. (2) -13/4' x 117/8- LVL 2.0E Hb�8DO PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSIN24 OR (2) 1/4" x 31/2" SIDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.G. ON ROOF PLAN. (2)-33/4'x 18'LVL - 2.OE FIJ-26W PSI. NAIL BEAM CONNECTION PROVIDE (2) - TOGETHER USING (2) ROWS SIMPSON LSIA24 OR (2) 1/4" x 3 1/2" BOB WOOD SIMPSON HT'IJ20 TO WOOD POST SCREWS 018" O.C. TYP. OR (2) SIMPSON HEfA16 TO CMU EACH SIDE COL; U.N.O.ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH DU BEAMS REQUIRED (MIN. 4' BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O,R. HEADER SCHEDULE MARK HEADER SIZE REMARKS OHf (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 ANY W FLITCH PLATE THIS SHEET OH2 (2) - 2X8-#2 SYP SEE GENERAL HEADER NOTE #5 W/ 11T FLITCH PLATE THIS SHEET H3 2 - 2X10 #2 SYP E GENERAL HEADER NOTE #5 SE G 0 W/ 12'. FLITCH PLATE THIS SHEET - O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLTCH PLATE THIS SHEET HS (2)-13/4'X 111/4 ATTACITOGETHERMrZL OVJSIt4^X3112' LVL 2.0E Fb=2 PSI ED6 WDSCHEWW3@111 b&C. TYP. EACH SIDE H® (2)-13WX71M ATTACH TOGETHER WI(3)ROWS 1/4"X31/7 LVL 2.OE Fb=2SDO PSI BOG WDSCREWS ®16" O.C. TVPEACHSIDE HEADER SU PORT NO.0 CKS STUDS S 2X4 WALL 1 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS Ste. EA. END EA. END EA. END EA. END 1'-0" - 3'•11" (1) (2) (1) (2) 4'-0' -W-0` (2) (3) ,(2) _ (2) (4) I (3) (4) GENERA HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGM OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS IMITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 21d R R SEE PLANT FOR INDICATED HEADER CONNECTION FOR REQUIRED 4. ALL HEADER JOCK AND KING Sf Wl BE FASTENED TO EACH PER DETAIL WF37/S3 5, FASTEN ALL MULTPLY HEA TOf 7FIER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE F 210 bR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3)12d TOENNU3 PER SIDE 7. IF HEADER IS NOT SPECFIED E.O.R. V Co a 0 N J - _ _ _.--_ _--- -_----- _ _ ___ 29' 8"� O 11' 4" 13' 8" 610. 10' 0" 818. 5100 ' 2-8- 6100 218. 918, 1w 41 0" m b) BW2 b> 4059 SH � COVERED PATIO ;0 �y 11 >© Hi 20'-O" X 10' O" - 8' CEILING ro ��� A EGRESS I 2 4"r2868' H1 MS03EGRESS25 SH ' DBL 25 SH S1 DBL 25 SH- N - - -.. O.T.- - - - - ,'i-_-'� --------------------- BREAK IN CEILING LINE. ' HOSE BIBB BEDROOM #4 BREAKFAST NOOK MASTER BEDROOM 8' CEILING J VAULTED CEWNG 8' CEILING to I I aD � � N 14' 4„ 15' 0' 3, 0" 2>' 10" 5' 6„ 14' 0„ + ' 36" FLAT BAR , TOP ON 342h" WA -- N g 6" 2' 4" 3' 6"------- � ' f , , DBL-2068 2668 fi - t = Z VAULT RIDGE LINE - ( DBL --------------- ------------` --- -- -- ---'-- '--SINK-- ---- ,... N R/SH u1 = D/W D z o `� I w rTJi FAMILY ROOM ;;I lI BATH KITCHEN m VAULTED CEILING t ;. I, 3' SO" w3o 8' CEILING , 03 VAULTED CEILING , 6 0" 4 ` o x 2 � OJ 2.1^ 2. 7„ 26681-4 I 68 0 O i ' N ~ 1 4 y O . ° N M , y ti h 14 v ZN 14 DBL-2088 _ N N 8 CLG. .•� �8 W `r ° &' NG N HALL ---- 8' 0" 2' 6" N 8' CEILING 2' 6" 3' 8" Y3' 4" w 2' 2" 8X4 COLUMN ;P SX4 COLUMN 7' 0" 11' 4" TO CLG. U, a1 d I -- CEILINGLINE----- _3068_ ion �+ 3,811 I GO 28 Z ^ 4r FRAME WAL TO S' ��� 0 0 0 0 6 ~ 1 II N 3X4 a I 10 42" HIGH 0 A/C (D I I , KNEE WALL i+l SHWR - - PROVIDE PLATFORM FOR 26611 W/ CAP HVAC UNIT VERIFY SIZE 2668 ` 3' 10" WITH MFGR 10, 6" 6, 10" �, 2" 3, 61, 5 6" 1 7" I 10' 1" WASH I , BEDROOM #3 �ATTICACCESS o HANSON BOX- W.I.C.8' CEILING INA'=10"x1 v COLUMNS 10' CEILING o C& 36" AFF- ^ y i WI C`v NN(( FOYER m 18' CEILING io l WHEN REQ. , FOYER - TO CEILING 10' CEILING LAU.N" DRY I 8'CEILING----- - - - - -_ MS07 " 42" HIGH oD I 4 S1 iv w/E Od L H 2868 R/SH q " H2 BW2 '.. 2668 306R; S01 DRYERVENT 7H.RIJ W' R/SH C ROOF MAX LGT 35'-0" - - � g EGRESS S2 -� � _ - - .a O w/ (2)1068S.L,: - m NOTE: BUILDER TO PROVIDE DBL-2068 & 5020TRANS. a 10'-0" HIGH 20' 8' APPLIANCE PROTECTION IF ABOVE in WALL , _ _ _ _ _ _ _ _ _ _ _ _ REQUIRED BY MUNICIPALITY. ' ' ' SEE SHEET 4 FOR DETAILS'. - - - GIRDER ABOVE - _ _ O ' ACCESS ATTIC ' LOCATE IN FIELD 816. TRY - - - - - - 6' 2" i=NDBL 26 SH. I 22:L 2" X 54- MIN 10.0" BEDROOM #2 " Mx , 16"SQUARE 8'CEILING --- --- - ----- - - COLUMN 14' 8" w7r'., 6, 0". N 7' EGRESS 0 DBL 25 SH O 14' 8" 7' 4" "B" CRAFTSMAN ELEV ATION NOTE: AT ALL FRONT EN IRY COLUMN LOCATIONS USE T 4E FOLLOWING: 16" SG. CMU BAS W/(2) #8'S A.F.F. W/9X6 PO.4 T W/SIMPSON ASU66 W/ S/81' A TR & (12)16d NAILS IN CENTER /COLUMNWRAP SEE ELEVATION F R BASE HEIGHT ALIGN BEAMS WI POSTS 6' W ftw\ 'S11 . lac.--. a ------------------------------------------------- � I i r , 16 X 7 OVERHEAD DOOR 2' 8" 16' 0" 12' 8" 21' 4" - 54' 8„ FLOOR PLAN SCALE: 1/4" = V-O ELEVATION "B" 1.60 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B +' A +27.6 / -29.9 B +27.8 / -37.0 +26.5 / -28.8 06� +26.5 / -34.4 +24.8 / -27.1 ( �, ) +24.8 / -31.1 +24.3 / -27.5 +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL �.. '5 3 BEARING FRAME: WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL ��,�1@'s4BT13TTi•4S No U 64 p C4 y "• ,7 N >; - (V y 1 LO 9 a.® �A � DO wsmo� w � ro 4!xe4t 8845 ' " e�i 0";t fi'' ri Ci c - a g m� �m0 0, IT yy 22 cwa 4' w Oi g§ A ' 4\'¢a 6 W C RM ws �W W o ¢ y J 5 ,=� �'w SMeW:."rDSFNe.COM ❑ � ❑ a" / span rated OSB nalledl per zone on Iu (' M O roof diagram. nailing schedule or 5/8" COX 1p O 1X T&G acceptable for substitution. Z 7. EC: R402.2.4 Access doors from Conditioned spaces to unconditioned spaces (e.g., attics and Cr8wl spaces) shall be weatherstri z o. [i pped and insulated to a level equivalent to the Insulation on the surrounding - „g Surfaces. ££ z Q LD S. Laundry Note: (Unless noted otherwise) Provide dryer G Vent thru roof max. Igt. 35'-0", washer & dryer units (Washer unit to be always on left side when facing '� E i Units) hanson box @ 36" off f` •v o I�_.I 9. Ceilings for exterior entries and covered porches to be s s Nix ir) 7/16" OSB on underside of roof trusses shall be S'"� attached to all framing members with 2x blocking U provided at perimeter. The OSS Shall be attached w/ 8d - -- w o a I nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 311 O.C. field and 4" edges. Vinyl ceiling to be'o .-. attaches to 088 per manufacturer specifications ? c u v i S �•.`. L }CAMS HOMES Mikkil•� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 € DIVISION LOCATION: PORT ST. LUCIE VI Job information: H r C 0 ` R DY DN a N 1 G :3 o k �F/ rr n- ft n. `I ® L• U N (n m U 4+7 a N = L. 0) ofS ro a > U ° o ." .� , LD .� 0) t/S c 0 d M E 'C t _ Z C to ) e o N (DUO DD L2 i i LU `V °1 LL P3 a to n N __ 3 m� (1) uT o a� •� �, V Model Name /Number: O 0 W2320 AREA CALCULATIONS o��VI PlanlssueDate: 14t FLOOR 2392 S.F.de Thursday, January 2, 2020 % V KA PROJECT NUMBER: TAFIAL LIVING (AC) 2332 S.F...,A- GAGE 437 S.F. Sheet: Of COVERED ENTRY (BASE) 54 S.F. N COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 3023&F. FC LOOR PLAN GENERAL NOTES a 1. R302.5.1 Door from garage into house must be a .5 minimum 13/3- solid wood door, solid or z' honeycomb steel door, or 20 Minute tyre rated door. L 3 2. Bathroom exhaust fans must vent to the exterior of eo The building, exhaust to attic space and soffits Is not B. acceptable. Ventilation shall be permitted to exit through e the soffit if solid soffit is installed 5'-0" on each side of v the venting. 3. R302.6 The garage shall be separated from the residence and It's attic by not less than 1/24nch 'g (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the Separation is 8 fl00f-0eiling assembly, the structure supporting the separation shall also E pl'otected by not less than 1/21nch (12.7mm) Bypsum board or equivalent. 4. R812.2.1 Window Bills In dwelling units, where the c Opening of an operable window is located more than m 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening g of the window shall be a minimum of 24 inches d (610 mm) above the finished Poor of the room in which the Window Is located. Glazing between the floor and 24 Inches (610 mm) shall be fixed or have � openings through which a 4Anch-diameter (102 mm) Sphere cannot pass. 5. R308.4.2 All windows within 2'-0" of doors and in 0 Shower or tub areas will be safety tempered glass. Q 6. Calling for exterior entries and covered porches. to h 7 16" a