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A 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( UNACCEPTABLE INSTALLTION DOOR JAMB REFER ( TO PRODUCT TO PRODUCT P.T. To PRODUCT — APPROVAL FOR CONN. MAX.8" PROPER INSTALLATION DO NOT DO THIS ♦ ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ♦ #5 REBAR (TYP,) ' 3/4' PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING ROWS 3/16� x 3-1/4" LONG X 3/16" 0 FURRING TAPCONS #5 REBAR ♦ AND NAILED W/ 8d COMMON @ „ 6 O.C. EDGES AND 12 O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED T O.C.& " TAPCON. INTO TAPCON @ 16 .C. & 4 2X8 STAGGERED @ 16" (TYP) ♦ ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING " O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL PER MANUFACTURE MASONRY THROUGH �� 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d�NALS 3" DETAIL `57D. 90° HOOK (TYP.) STD. 90" ♦ -�'� 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAP x 3 -@ 1 DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT :7 L METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"IL /�]/,z ♦JOIST LAP SHEATHING TO ND x 3-1/2" TAPCON @ 16" TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" 1x4 O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2 NOTC @FIRST COURSE - „ SIMPSON HGAMIOKTA @ 12" O.C. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' NOTCH AT I ♦ w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" o.c. 3.1 /4" DETAIL WEB THE ±5" FIRST 2 COURSES TITEN INTO K.O. BLOCK LFILLED BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 #FOR 2 STRAPS' FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" SOLID W/GROUT 1 X 4 FURRING * SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8"O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #)2 x 8 45" DIAGONAL (4)10d NAILS LEAVE A CUT OUT IN O.S.B. ON THE BRACES) 2 x 8 BRACE/ INSIDE TO ALLOW FOR INSULATION7/16"OSB TO BE INSTALLEDBUILT BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 UP PLWD. BUCK ARCH PANEL CUT HB. FOR POLYIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. 7WALL) ORSCRIBE CONTACT EFURTHER INSTRUC I PJM.FACE (NOTCH) OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4INTO 2 x8 AT Fro. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS B.N.T.S. .� • INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL ALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN ` RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER BRACEAPCON 4 MIN. OF BRACE A INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 110 -- 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4Yz' WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS 4' MAX. RAD. ARCH DETAIL i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ 4TO TRUSS TOP CHORD A 1 f-On 5r-Ofr MIN. 4" EMBEDMENT AT 16" O.C. + N �FH SCALE: N.T.S. SS 12 O + TN PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN F+ 2x6 #2 SYP @ 24" O.C. + + +00�fINISHFLOQR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED ' REQUIRED ► EMBEDMENT INTO PER NAILING SCHEDULE LL TO SUPPORT ° , .) " /4" MAX 2 -0 8 " TRUSS + + SOFFIT ° • ►:. h #5 BAR ►. • ' :' ► P BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i + " p ° ► ° : + CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A wl (10) 2X4 SYP .. ► ° '► IN TOP 0 1 X 4 FURRING 8d NAILS EACH TRUSSNl ► .0. KNOCKOUT / c� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK All 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROV CONT! W/ (3) DE 2x CONNECTOR ' MONO FOOTING - — "► � •°, :.•►° VERT. BRACES WHEN HGT. OF i 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN BRACE EXCEEDS 24 BUCKO(1) WITHIN JACK TRUSS PROVIDED BY--J SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 :► 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION ARCH () #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL °. DIRT 6 z TO BE INSTALLED BUILT UP PLWD. BUCK - E LAN PRECAST LINTEL ffTANDARDH T K IDE 7/16" OSB ARCH PANEL SCRIBE (NO CH) BAC S 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN OOK iv TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 41W WOOD FOR OVER HANG FILLED CELL -. , • " • , '�- '�� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") _. �. :. �• BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ✓ . ✓ . .• . .r . .r . ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND B B REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPES" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (i) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD EPDXIED SIMPSON "SET" a >' #5x6' EMBEDDED INTO EXISTING BOND BEAM fz zo IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g�_0" w/ EPDXY MIN. 6" EMBEDMENT & ` SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT WI COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° '� NON SHRINK GROUT. o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ' ; REINFORCING AS FOLLOWS: fn 1 SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. w a * PRESS PANEL REINFORCING INTO PLACE. _:.�:: ;.:' ::;r;;: :`.:,'._': 6" MIN. LAP SPLICE W/ ► ► v z #5x6' EMBEDDED INTO , ¢ EXISTING FOOTING (2) #5x6 IN CONC. _ ••: • .: ; * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. '" ° to N 04 FILLED CELL DRILL 3l4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT : A' ' , ' " ; = : ' ""} " `'"'" GRADE >. . ► `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP " p � .. °. ` � .,,�• , O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. z \ r g ° ` ��'0 E4' TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. or COVER EA. WAY A S ECTI 0 N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 314" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR LE: N.T.S. INSTALLATION OF GLASS BLOCK. w ��y11/f/sf1lf! 0 ;� o C� a• �; P� To the best of the Engineers kno,Medge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. I� = elf 8 co OOCS pp J N US u-J d U. � a 'U- s Z araa, sri � m 0. C14 C IL W Z W � co C, N N La O Z j ° ❑❑❑ W 0 z � z n J d U) 0 vZu f4-JQ W S 0 ur U m a �0 _j z J LL �E h � o E: 'T $ k= oa i� Z N a` o� ¢ � zc .�. M C J NO `u� o� W (�/J (/) „Gf CL W g O O Z Juj=` r � co � ^L W � r "> 00 m Co ^C^'' W 2 00 ._ 04 CD NT T' z ' ' CV o ? O E :: c JOB NO: 20-3569 SCALE : AS NOTED SHEET NO. SS