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1x4 1/2" DRYWALL DOOR JAMB (REFER -1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT _ TO PRODUCT APPROVAL FOR CONK. MAX. g„ PROPER INSTALLATIONDO NOT DO THIS 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR TYP, (TYP,) ' 3/4" PLYWOOD DECKING GLUED TO ATTACHED WALL SHEATTOM 4 1x4 P.T. 3-1l4" LONG X 3116"� FURRING �� 3/16 0 X 3 LONG FURRING 2 ROWS 3/16" x 3-1/2" TAPCONS FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @I 6" O.C. EDGES AND 12" O.C. FIELD PLATE W/ 8dHING /— O.C., ROWS STAGGERED TAPCON. INTO TAPCON 16" O.C. & 4" STAGGERED @ 16° ZX8 (TYP,) ` BLOCK@ SPACING n 1 DETAIL 1x8 P.T. FROM EACH END w/MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 �' 2x BAND JOIST W/ NAIL 10d PER MANUFACTURE MASONRY THROUGH _ 1� 1x8 wl 2 ROWS 8d NAILS 1 1 /2 DETAIL () 3 �� DETAIL ^ STD. 90 ` /� `STD• 90° HOOK (TYP.) FACE @ TOP & CHORD, AND 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) R FACE NAILS 10d @TRUSS VERT. NAILS 10 WEB TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT IL71L 7 DI METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LAP SHEATHING TO DOOR JAMB {REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O O.C. & 4" FROM EACH 1x4 — _j TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING ' t2 NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 40* INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O-C. 3-1 /41' DETAIL +5„ FIRST 2 COURSES NOTCH WEB AT E TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 3114" TAPCON (1 1/4"MIN. A -A _ 16010 #FOR 2 STRAPS • ' FILL 1St4COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS • ' 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS ' BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS • 4 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"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE 7 BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION '. 7116" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR OR FURTHER INSTRUCTIONS. '•'.�'•,�' SCRIBE NOTCH FACE OF ARCH W/ (3)10d NAILS OVERRAN BACKSIDE TO FIT ARCH (4)1odNAILsiNTo 2x8 AT EA. END RETROFIT TRUSS DETAIL :•:' .3 .' :: •• .�. •..:• :' CONNECT W/ 8d NAILS BRACE/ BLKG. ... N.T.S. •f •'. M•• INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN • RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 4"MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED WI 3 #6 X 4'Y2" WOOD ) () ' DOUBLE 2X4 SCAB FOR Z-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 k 0 (2) 10d NAILS @ 8" O.C. �FR ARCH DETAIL 4 MAX. RAD. J USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ TO TRUSS TOP CHORD yqN _-(SS MIN. 4" EMBEDMENT AT 16" O.C. + �� NO%/y j1-On 5'-Orr SCALE: N.T.S. 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + AffINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + ° WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN, B-B ROOF SHEATHING ATTACHED + REQUIRED ? ° ° /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS ° #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" (5)12d NAILS SIMPSON + SOFFIT + . ° . ° . o p 10 ° p ° CENTERED W/ s H ° ° BLKG. &BUCK 2X6 TO 2X4 H2.5A w! (10) 2X4 SYP s ° ° °° IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS -1 ° 1� . KNOCKOUT / N I ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR ' _ _ MONO FOOTING ' •c PROVIDE 2 x 8 DIAG. BRACE BT (3) SIZE AND REINF. PER PLAN � VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° ° ° ° 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT D Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0' MAX SEE PLAN PRECAST LINTEL °. STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTHJ SEE ELEVATION ° 90 HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Yi" WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR 1F MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" o ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. "-'° '° ° ° -'° ° '° °"-'°Sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL B g-- MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4"= 1'-0" SS SCALE: 3/4"= V-0" SS SECTION DETAILS SCALE: 3/4" =1'-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 TYPE "S" 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 "SQUEEZED" W.W.M• AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' � zo IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL ( EVERY OTHER F F 3 MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP u- NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE a' THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , p" 0 0 a- A REINFORCING AS FOLLOWS: • SEALANT —i T I �I�1`—T T U_ a g j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. I -I I I -III-- g' — — "�'- 1:i I f ff-1�- #5x6, EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP PUCE W/ S � . c — o' II III — — I I U Z — � a EXISTING FOOTING , (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — I I �I I�I = N FILLED CELL SMOOTH. DO NO FURROW. o e • �11• DRILL 3/4 x5„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE u. • o Ti � SET BAR IN EPDXY x' FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6„ MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: iN M REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 11 SEE GLASS BLOCK INSTALLATION NOTES. r g • o . ` �-a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" 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. COVER EA. WAY SECTION A 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. j 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: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 0 Lj M 0 pip z N (O z o Z v V1 = o 1 w r1 U% Y t'Cf W V � Ory cn C�_- E. �N U 00 ME E o g 0 0 °� • N N z Qus Wo 0 o Z_ vNa E N V :2EIUL ' Q W��tI tt'l��r� o `` •'• NS E a, 't1 : � ,•• 0,•'e •. v o R O F E S SI © `0\\ "'Want, k' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o W Cl)Z L�L cd-a E O z O �z � } m <� Z® F (6 F— w� ¢D X (Uj ❑a UK D O J N C2 <Z Oz wW L (d (/) C ¢ o 2z z o Y U wm m 0 11 O Z 'aW N J a°° gZ O U W<a � a �_ o �z O C ON a x OU 3 C C:)0 'M L W .> C11) _ (1) z— Q C o N W L = d- r V C01) ° 0 m `0_ ..J' T_ T N V / T M N C'7 � °' E 4 CM M N a z E (D E m a U _j ¢ 0 JOB NO: 19-5332 SCALE : AS NOTED SHEET NO. SS