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3 LO x m LO N N 0 J to re LO N LO N CY Qi CD C) J co M 0 i i 0 49 tz Q 0 v O- E H ai E 0 x C 3 i 0 y U v C) y ZO CL E 0 O 0 J cZ N LO 0 0 CL 0 0 0 0 m 0 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( ( UNACCEPTABLE INSTALLTION MAX• 8" TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. 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 1 x4 P.T. 3/16" 0 X 3" LONG FURRING " " FURRING 2 3-1/4" LONG X 3/16"� FURRING TAPCONS O ROWS 3/16 x 3-1/2 REBAR ` 6" O.C. EDGES AND 10 O.C. 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X8 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4"L1_1X8 (TYP,) (T BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 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 TD. 90° HOOK (TYP.) STD. 90' ` /� 2xBAND JOIST w/FACE NAIL 10d TOP & JOIST CHORD, AND 8 @ ( ) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH OCELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/MIN TO PRODUCT OF TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM BAND JOIST TYPICAL APPROVAL FOR CONIC 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 () O.C. & 4" FROM EACH -1APCON 16" O.C. & FURRIN @ END w/ MIN. 2°EDGE DIST. 4" FROM EACH END w! 2x8 P.T. ATTACH SECOND PLY w/ ' +2„ NOTC @ FIRST COURSE SIMPSON HGAM1OKTA @ 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 I ` INTO BAND JOIST & (4) 1/4"x2 3/4" STAGGERED @ 12" O.C. 3-1 /4" DETAIL 2x DETAIL 2 1 /4" DETAIL NOTCH WEB AT THE ' +5^ FIRST 2 COURSES ` TITEN INTO K.O. BLOCK AIT L BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FOUNDATONPL AN 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. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK ow 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 15c4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX ;. SOLID W/GROUT r 2'-0" 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS a BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS w 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"x21/4" 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 BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 11/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ; - ..� . FACE OF ARCH W/ (3)1 Od NAILS BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN �' ..� . � ' CONNECT W/ 8d NAILS BRACE/ BLKG. .. N.T.S. INSTALL WDW. SCREW ANCHOR\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBA. INTO ARCH BLKG. PER ARCH FACES W (4)1Od 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 4'%" WOOD ) ( ) * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. OTE: FOROVER NHANGS 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 J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ „ X OV FRyq TO TRUSS TOP CHORD MIN. 4 EMBEDMENT AT 16 O.C. N + GFNOT 1 r_ou 5r-On J SCALE: N.T.S. SS 12 + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + 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 2'4" 8° PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° ° a. .: o BAR �D p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + • P b ° :'" 4: C 10„ CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®s °► • 9 K IN TOP o a ° ' , ' KNOCKOUT / is 8d NAILS EACH TRUSS o a .' ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 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/ s � CONNECTOR �® INNSIZE = !_ i I' d MONO FOOTING (3) AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. 7 AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL > ° • °. 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT z TO BE INSTALLED 00, g 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTEL A. "rSOTANDARD o SCRIBE NOTCH BACKSIDE (NOTCH) 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT, (MATCH TRUSS DEPTH SEE ELEVATION P HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'Y," 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'-0") .: • s �, • �� :. �� INSTALL WDW, SCREW ------"' CREW BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° ' •' ` �', �� ' , f s• , , , ANCHOR INTO ARCH BLKG. THRU OSB INTO 2x $ 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 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" =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 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 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 SIMPSON HTT4 w/ (18)1Od 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 ga. 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 & ` � U) g FILL CELL FULL HEIGHT W! OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE w w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE ° p U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL c u p w a A REINFORCING AS FOLLOWS: SEALANT a 1 PLACE LOWER HALF F MORTAR IN BED JOINT. DON T FURROW. OF MORTAR 0 ---- — p' Q —� #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ° �- � � EXISTING FOOTING (2) #5x6' IN CONC. REINFORCING F OVER PANEL WITH UPPER HALF 0 MORTAR BED AND TROWEL - co - REINFORCING PANEL ° ' I I�=III—� 4 U cn FILLED CELL SMOOTH. DO NO FURROW. —III=71 fill DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE III=I I� SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° N rr 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. r • o . 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 = V-0' FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Iseeasc C") 0. 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. F oeeQ�•• 0 N c0 V 0 M C", C. LL �jLLN u LL °' z¢ornm } �LL LU d d 2 C y 0 0 m m 0 1 W W ra o � co 2 E T m B o a LL 0) 9 N O NQMZ x 0 to 0 J z < �0 U ❑1711❑ W N O � gN � N M c o � �- � — v' LLi CL ® V a O v) N CI!, o ZD 4 M r o c) m ml.,. r— ` e 0 S �, O in 0 r_ a W M o3 Z z � � E zo zo z I;. ® w god O E .0 X U 10 az j o 04 i ¢o ¢o aZ �w (q (n C _ � Oy U Nm m� O O� Z J ¢w to N < o< z 0 3 a tiF <� 0, �a Iz o CC) cl z¢ a 00� 0 CV _ > (� L 6 m ^1 W � C'7 .! CD '- ^ C L O n O I..rV �I/ m ca LO r, Q .�>1N r Lo n LO CN P r E E y 'c N r o cc z M E E O N z `m d E U J Q J JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. SS