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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 ( 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 2X PLATE 4" x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"� FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM W/ 8d @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16 " (TYP,) ` 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 NALS �� 3 DETAIL `STD. 90° HOOK (TYP.) STD. 90^ ` d 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH �EILDLS HOOK (TYP.) % FACE NAILS 10d @TRUSS VERT. WEB TAP x 3 -1l2° 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16 ME AL SEAT PLATE TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLNO EACH END TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO DOOR JAMB (REFER W/ MIN, TO PRODUCT 2 EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/160 BOTTOM OF BAND x 3-1/2" TAPCON @ 16"1/1 JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" 1x4 O O.C. & 4" FROM EACH FURRING 40 — —� TAPCON 16" O.C. & @ END NNC MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' ±2" N07C @ FIRST COURSE SIMPSON HGAM10KTA @ 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" 0' 3-1/411 DETAIL NOTCH WE +5n FIRST 2 COUURSESRSES 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 805 #FOR 1 STRAP 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 SOLID W/GROUT 20 8 i X 4 FURRING ir SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS 1/4" x 31i4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" 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 #) d . 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1!2" CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN _ . . CONNECT W/ 8d NAILS BRACENBL BLKG. N.T.S. • • 2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOR ( ) ...d! .d., INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4"T01 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4WOOD ) () 'Yi" * DOUBLE 2X4 SCAB FOR Z-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 (TO 4' MAX. RAD. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ x 0�FR TRUSS TOP CHORD Hq MIN. 4' EMBEDMENT AT 16' O.C. + N <F �CTy 1 r_prr 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH 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 > ' EMBEDMENT INTO K.) /4 MAX 2'-0" 8 PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT e n ° :s .: ► #5 BAR iD o BLOCK HEADER BLKG. T TOP BTWN. ARCH SIMPSON + + , P ° o 101 s CENTERED W/ 1 X 4 FURRING BLOLID KG & BUCK H2.5A w/ 10 2X6 TO 2X4S ( ) 2X4 SYP � . ° � :: ° s — IN TOP o KNOCKOUT/ N 8d NAILS EACH TRUSS e 8d NAILS @ 8" O.C. AT BUCK _ �• CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE BTWN,, 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR `�® h, a MONO FOOTING VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BRACE EXCEEDS 24 BUCK- WITHIN 4 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF S TRUSS COMPANY OR 2x4 CLEAN FILL > ° • ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o (NOTCH) SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION .°. i 90" HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ 8d NAILS START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD FOR OVER HANG FILLED CELL -' • �'- `- • �' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAID. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") r : • r . - r �� r , • �� INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" s ° r,. �. r r,, �. r r,, •,, ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. ,: �.. � s. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. 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 DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) 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 ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" #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 a Z SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL EVERY OTHER COVER 6'-0, EPDXY EPDXY MIN. 6" EMBEDMENT & 0O ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3 MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP � v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° o n LU -' A REINFORCING AS FOLLOWS: ° _ Q 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT g U_ a F- PRESS PANEL REINFORCING INTO PLACE. v z #5x6 EMBEDDED INTO 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — — TI�1� ¢ EXISTING FOOTING (2) #5x6 IN CONC. SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ° .: I n u — — N FILLED CELL DRILL 3/4 x5 MIN. HOLE GRADE ;. c SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c.l p REMAIN FREE OF MORTAR. NOTE: `' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T g • n TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ' b 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL IN \ ' (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 A SECTION I) 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" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. X,��`gtE911lI19,�Oa��p� OWN/ Y a`"?OF ``��'� 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. W eD F Q W U 0 0 N co p� e�tf N it 4C V 0 M N N�� N LL LL 0 - �-�p r' J Z W W R (- H LLL 2S2 y P) 5 u- W Wz0 W CS,m So W IL moor° E°'a' �¢0 o a z NQMz z < d c� 00 ❑❑❑❑ W M N O m O � N z � � J M d N M N z = 1Vll ® a 0 N ry o TS W ,� _O U m wigw � T o g i =! = U o N S� ¢ m CD o w M M �Z o S z Q J (6 E Q O zo oO Ljz z Y aN z® Z. t`° ro —CLo< 00 �� &¢ o �o wo ww �� . �z< Y U o 0, Z _ Nm <w zZ N Coo 8Z G1 < 0 U LL �w aLL =3 OC w ¢ .0 a� 0U-i z¢ >� J � ITO ^L1 W co \ ./ Itt � T Q C 0 0 C:)0 In c Q aT� rTT o) ■� J r r T _ (0T Lid 1� k CO T— ai w MM \ o m z t E O N cn 2 r r Z = a E � w i= v _j ¢ o JOB NO: 20-1128 SCALE : AS NOTED SHEET NO. SS