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C" a 00 N a 0 0 J N N i co co N c 0 J i N z v 3 a 0 0 i O a E 0 x `v J C') N tL 0 CD 0 C U .o _ i I Y i 0 v U Lz 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER _ TO PRODUCT TO PRODUCT P.T. TO PRODUCT M 8' DO NOT DO THIS PROPER INSTALLATION ` 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 FURRING TAPCONS (TYP) TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH STD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 90° HOOK (TYP.) ^ STD. 90 ` �I @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLSWEB FACE NAILS 10d @TRUSS VERT. 1 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TAPCON @ 16 TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL :1 7771 LAP SHEATHING TO EACH END W/ MIN. TO PRODUCT 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" 1x4 () O.C. & 4" FROM EACH FURRING — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. NOTC FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2„ ' - � 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" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL NOTCH WEB AT THE ` +5" FIRST 2 COURSES L� I I 1 1, 1 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC PLAN PER FFILLED OUNDCELL FILLED CELL INSTALLATIONrH RETROFIT FOR MISSING EMBEDDED STRAP SCALE:N.T.s. SS SCALE: N.T.S. �SIll SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1600 #FOR 2 STRAPS ' . FILL lsta COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID WIGROUT r Z-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w! (4)1/4"xl 1/2" SDS DRYWALL * SCRE1/2" TRUSSIF INSTALL S 2 PLY SIMPSON GT2(w/ ( 6) d 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 BRACE(S) 2 x 8 BRACE! BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR &\ BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" coNracT ENGINEER RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. • ° .. •,Q. ,. I SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO\_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 A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" INSTALLATION DETAILS -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" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH + „ IF TRUSSES USED) W/ (3) #6 X 4h 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 (2)10d NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL � USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XO�FRygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + �FNOT 1'-Orr 5r_On SCALE: N.T.S. SS 12 + + �/ PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + + BLOCKING AS ° INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > , 10. „ EMBEDMENIINTOK,) MAX2 PER NAILING SCHEDULE ALL TO SUPPORT TRUSS e • • •. . . • e..„ #5 BAR °� BLOCK HEADER �1/4 0 $ + SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON O + + SOFFIT `. 4 iD a 1A„ °a H e N TOP RED W/ o 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP ► . EACH TRUSS KNOCKOUT / �t �• I � I .. °� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W! (2)10d s� s CONNECTOR PROVIDE 2 x 8 DIAG. BRACE B 11 NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING _ SIZE AND REINF. PER PLAN 1 � 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 > e • 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. FENTER SO IT DIRT 6 z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD io e • D BUILT UP PLWD. BUCK - 90° 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/ IF TRUSSES USED) W/ (2) #6 X 4%a° WOOD FOR OVER HANG FILLED CELL , ' 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16' O.C. MAX. OR IF MASONRY 4'-0" —(MAX. ) ', � , V �, • L. v � � ►� � : � ►, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° , v , ' f s f J s s• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION a@ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: N.T.S. SS = SCALE: 3/4" 1'-0" SS = SCALE: 3/4" 1'-0" SS 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 PROVIDE LOWER DRILL 3/4"x5"MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 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 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 STUDS & - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALLL THREAD ROO D � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6,_0„ EPDXY MIN. 6" EMBEDMENT & ` O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3" MIN. EDGE DISTANCE g 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 ° O 0 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , c D v a REINFORCING AS FOLLOWS: SEALANT c — I I �I I �T� a Q 1 * F MORTAR I BED INT. D T FURROW. PLACE LOWER HALF OF MO TA N JOINT. 0 NO. e — — — — — I. I � , #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. * 6"MIN. LAP SPLICE W/ III D ° = T — — U ¢ EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - REINFORCING PANEL — — - cn � FILLED CELL SMOOTH. DO NO FURROW. ° D °Tf DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ITI-- D. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP D ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° 04 D REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g • D ` ` �"0 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.TOOL GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN. 3" EMOVE W DGEOSI FROM NTS nLOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS OOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. WITH MORTAR.) THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. EA. WAY SECTION GLASS BLOCK SHALL BE INSTALLED PER A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 7100,COVER 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 < J 920E 0��a��A fit •�!�#`'/6 G t: Y 41 �e�'��`§\+ 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 Gth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W� y .44k 0 .0 co o C N N O r- N m ''. N LL J co CV t` 0), °o LL 0 CO 'O -'p J * W 11J y N �L� LL 2S LL as Q t'1 y M z• W uj W m LL 5 a.aa. O ¢'ate zoo Z v O = ~ W Z •.:fix IL m0Do E °' °' o a 02 o NQmz V N 0 J z r. W U U ❑❑❑❑ z N o z � � C, C, vy z ,yam T •0 Cn Y LLJ N ° d„ c E ZS V po c)LZ 2 E C) I 0 o r�!f U) ° �0 o o w M Mz w z z Iz E 0 =o ,o zo Fco — o E a0 ° ° 0 mz z N @ d) L �o o < wz �w � U) - ❑ m O ro E o ZCn LL Q) J Q W MEN CD3 0� g° z U <0 dz G r� o wa =1 01 ;a o a 03 O J > M L C rn W (� D '> L0 T > 0 Q C L) .L .0 ^ LL 1 m Wn _ o OO .T_ p J © T Ln N 2 O T N r U-) r- a) m Y E T M r v; N o Z z E 0 ; to m d E U a Q JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. SS