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1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER __C P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. t3" DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" o.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 X #5 REBAR (TYP,) PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE 4" 3-1/4" LONG X 3116"0 FURRING 3116"m X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCONS #5 REBAR AND NAILED W/ 8d COMMON @ AN 6" O.C. EDGES AND 12" O.C. FIELD W/ 8d @ O.C., 2 ROWS STAGGERED TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" �P') ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING " O.C. 2-ROWS INTO �� 1 DETAIL 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NAILS�� 3 DETAIL HOOK (TYP.) STD. so^ 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 LID HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3A6" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL t[B DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" P SHEATHING TO TTOM OF BAND TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH 1x4TAPCON FURRING @ 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 MPSON 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 ' ` INTO BAND JOIST & (4)1/4"4 3/4" TITEN 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ' ` t5^ FIRST 2 COURSES L INTO K.O. BLOCK �=FILLEDCELLPER 4*# BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS 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 UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 #FOR 2 STRAPS •' FILL lsta COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8"10 .. SOLID WlGROUT 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"xl 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 7/16" OSB TO BE INSTALLED 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 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. ' ;" � � •: SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERRAN 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. ,.; ...: x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\\-2 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 Z-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'YZ' 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 i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , � k0TO TRUSS FR TO TRUSS TOP CHORD HqN MIN. 4" EMBEDMENT AT 16" O.C. + �F IVG+ry 1 r_Orr 5,-001 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OJUINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • WITH �� 1/4 x31/4 TAPCON (1 1/4 MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED >.► ► ,p EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • ►: /4" MAX 2,-0„ 81, TRUSS + SOFFIT ° ►. ► #5 BAR �p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + 1.0" • D. ► • : * g RED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A wl (10) 2X4 SYP . ► • N TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS ► .'' KNOCKOUT / N / • • CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR _� _ MONO FOOTING ' ,► ;• �` SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" 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 () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. EENTER SO IT .► DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX S PRECAST LINTELJ . '[fSTANDARD = •� .c t7 HOOK iv SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4YZ' 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. 4'4") INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" •; ✓ . ✓ • •� • ✓ . ✓ . ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3l4" = 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"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 REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR w/ x 1 SIMPSON2" 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 NAILHTT4 1/2" NAILS STUDS & (1) - S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" L 5/8" DIA. ALL THREAD ROD EPDXIED wl SIMPSON "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS, (THE SAME SPACING REINFORCING COVER 6�-0" EPDXY MIN. 6" EMBEDMENT & ` SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ► ; ► w a r4 REINFORCING AS FOLLOWS: LL a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ SEALANT "'''' P► e F- g « PRESS PANEL REINFORCING INTO PLACE. ''°° 6" MIN. LAP SPLICE W/ ` o' v z #5x6' EMBEDDED INTO ¢ EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL '` ' "' '` REINFORCING PANEL ° .: N FILLED CELL SMOOTH. DO NO FURROW. e ► \ \ DRILL 3/4 x5 MIN. HOLE " F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE >, . ► `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p � ° .'.�•R O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N ° :► REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ��a 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 EAWAY A SECTION 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: 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. i -jaow/Al i1 U 0 -.� FLO¢ OFESS%O if�'r'rllddlitlll`'�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with fhe 2017 Florida Building Code - Resident l 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» � 0 "Li dl iAr-- LA- UCL yMM W Jll: a t7 fCe J " C7 0 I— � WtR�O�jO1 � C r rG o Q�� S� Z 04 ° 0 aao W z z Q1 z _� C1 �O -LU V) Ly N U c -miIO �p ¢ 'Nn ife w U— s • ?• Q Q �0 UO Z o ;_ U � N o �O �s cz Vl , J CO) 3 �m g� gz o N � CD z >M W � .! 00 CD aCO N � LO�- 1 TLO 1— � 00 0)T 6 Z 1T O N to z c a E• • v -j Iv -O ad• M ¢ o c C JOB N16 O : 20-6577 SCALE : AS NOTED SHEET NO. SS