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1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 � 1/2" DRYWALL DOOR JAMB REFERV"l � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX. 8„ PROPER INSTALLATION� DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN APPROVAL FOR CONN. APPROVAL FOR CONN,ATTACHED 1x X 4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED WALL SHEATHING TO 2X BOTTOM PLATE W/ 4" 1x4 P.T. 3/16"0 X 3" LONG FURRING " �� FURRING ROWS 3/16 x 3-1/4" LONG X 3/16"0 FURRINGTAPCONS #5 REBAR `'AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12"O.C. FIELDO.C., 8d @ 2 ROWS STAGGERED TA .C. TAPCON. INTO STAGGER TAPCON @ 16" O.C. &STAGGERED @ 16" (TYP) 1x8 P.T. FROM EACH END w/ MI.11 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE THROUGH 1-1 /2�+ DETAIL 1x8 w/ (2) ROWS 8d NALS ++ 3 DETAIL 1.MASONRY STD. 90A ` D. 90 HOOK (TYP.) @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3116" x 3 -112" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" JOIST 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 F� FIRST COURSE ` SIMPSON HGAMIOKTA 12" O.C. �° w/ (4) 1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL NOTCH WEB AT THE +5^ FIRST 2 COURSES ` L TITEN INTO K.O. BLOCK I I I I I BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLEDC ONPLRAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. c�++ S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY _ W/ 1/4" x 31l4" TAPCON (1 1/4" MIN. 16100 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" SOLID w/cRour ,r 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 7. 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"x2 1/4" TITEN = 2150 #) ° 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. a SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS • . OVERHAN ` BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .•.� CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR-," x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 W/ 3 #6 X 4'/�' WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , Jr OV TO TR10dUSS FR TO TRUSS TOP CHORD yqN MIN. 4" EMBEDMENT AT 16" O.C. + �F NCT r rr r rr 1-0 5-0 SCALE: N.T.S. SS 12 + + A! PLYWOOD SHEATHING _ JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLOQR 2 x 8 BUCK -CONNECT TO BLOCK SECTION / BLOCKING AS + + ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-g ROOF SHEATHING ATTACHED + SUIPPORT „ EMBEDMENT INTO .) MAX 2'-0" 8' PER NAILING SCHEDULE ALL O TRUSS + SOFFIT ° ° ` #5 BAR > '„ • : o " BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH () SIMPSON i 5 12d NAILS + + :' D s ° p• 10 ° ° CENTERED W/ g H BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®. > ° °► IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS o a .'' KNOCKOUT / ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ O 2 10d °do PROVIDE 2x CONNECTOR �® b PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. CONT. W/ (3) MONO FOOTING __, . • n A. - •', s' VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 7 12d NAILS JACK TRUSS PROVIDED BY SEE LINTEL SCHED. SIZE AND REINF. PER PLAN AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL A. o 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION ARCH () #2 SYP @ 24" O.C. ENTER SO IT .> DIRT 4 z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL " STANDARD s•'. Q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 90' HOOK N r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD FOR OVER HANG FILLED CELL, -. • -� START OF ARC 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") , , , ,—, . _, • . v • �. N • ,L, .., 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. �� '• � �� "' � � �� '• � � ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. Q1,O) SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-0" QS—,) 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"x5" 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 0 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 a. PANEL ) (1) #5 BARS CONT. OCCURS 5!8" DIA. ALL THREAD ROD "SET' � Z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON t o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6.0" EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3" MIN. EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL v o w a A REINFORCING AS FOLLOWS: SEALANT V5 IQi d * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. pp o _T = J * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ o ° v #5x6 EMBEDDED INTO EXISTING FOOTING * (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .: r U) N FILLED CELL SMOOTH. DO NO FURROW. o ° ° II DRILL 3R MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o, IN SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p . g G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: (V Cl) REMAIN FREE OF MORTAR. z \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \tea 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 L 16" MIN. orCOVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN lei 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: 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. . . O�'g F L OFESSiO`�� �, 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. - Q N CID o N # 0 07 Y Off 'o LL ,� N -7 4 W LL LL a u a a f6 lL ZO = c m 0 H iy4co mm0 W U5 Jo0. Z un Co Cj N O N M U � W° 0 13 F. M V Z N CQMy Q N z o 8 N Cn W W o �0 N �N c " co C6 r— (q w � r— J E L g U 0 O N M zo� z a E g� Fz 's oa 6 �� t� O E - a0 a UOO za az ZCD n7 i < z <z ¢ z J mo r U O z Z N J m a " Q W z d 8 S a yw W U �� z � o �w < �o a cfl 0. zzla a 3 0 `-M = N � W '/ O W m co 2 c O d- T O T r LO T 1 r L N o �— ui m N r o z C E O c C a U J Q -1 JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. SS