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1x4 1/2" DRYWALL —1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOORJAMB (REFER P.T. TO PRODUCT To PRODUCT ___ TO PRODUCT PROPER INSTALLATION MAX. 8 4 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING 2 ROWS 3/16" x 3-112° ( ) FURRING #5 REBAR ' AND NAILED W/ 8d COMMON @ 6 O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON 16" O.C. & 4" STAGGERED @ 16 @ 2Xg (n'P') BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH _ �� 1x8 w/ 2 ROWS 8d NALS /2 DETAIL (} 3 �� DETAIL FILL SOLID `STD. /� STD. 90 -� I 90° HOOK (TYP.) @TOP & BTTM CHORD, AND 8 ( ) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) NEB NAILS 10d @TRUSS VERT. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT TAL SEAT PLATE DOOR JAMB TE: O.C. & 4" FROM (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL P SHEATHING TO Y[B DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. TO PRODUCTDLDILL APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ` TTOM OF BAND TO PRODUCT x 3-1/2" TAPCON @ 16"1x4 APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2O.C. & 4" FROM EACHFURRING TAPCON 16" O.C. & END w/MIN. 2" EDGE DIST. +NOTC @FIRST COURSE MPSON HGAMIOKTA 12" O.C. @@ 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 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 /4" DETAIL +5^ NOTCH 2 COURSES E TITEN INTO K.O. BLOCK s o 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 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT m 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS ` 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31l4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS b 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 45A 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 1112" 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)N FACE OF ARCH W/ (3)10d NAILS OVERRAN �` �,� •:. •. .a 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 INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -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 4'/2' WOOD ) O * 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. ARCH DETAIL J 4 MAX. RAD. USEMIN. (1) SIMPSON1/ (CENTERED) w/ XO TO TRUSS TOP CHORD VFRhgN AT 16'I O C + LF NOT jr n r -O 5 -On SCALE: N.T.S. SS 12 + + N 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 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >•� •: > '•Q EMBEDMENT INTO K.) /4" MAX 2'-0" 8" PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° ° e.. #5 BAR . '„ ° :' ! i o. BLOCK HEADER — SOLID BLKG. AT TOP BTWN. ARCH O SIMPSON 5 12d NAILS + + p e e p 1-0 ° ° : CENTERED W/ :. 9 BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®s n ° IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS e P .'' KNOCKOUT / ° ° CHAIR BLOCK 1 8d NAILS @ 8 O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR — MONO FOOTING - _ •D •e• . .• o ° x VERT. BRACES WHEN HGT. OF SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" BUCKTAPC- (AT WITEA.HIN 7 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 ° n 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH 42 SYP @ 24" O.C. ENTER SO IT DIRT 6 z TO BE INSTALLED BUILT UP PLWD. BUCK -° 4'-0" MAX SEE PLAN PRECAST LINTEL STANDARD b °•'. , SCRIBE (NOTCH) BACKSIDE ( 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > 90 HOOK 0t #5 BAR IN r TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y2' 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") _ �• �- a �� e o s� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" s ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ,; e• „r �• ' , •' s• ' , �, s ' ,' �• ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS 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 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) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED SIMPSON "SET" t z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" N. EPDXY MIN. 6" EMBEDMENT & O N SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP tt p c� NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° p xp' o v a A REINFORCING AS FOLLOWS: „ SEALANTLL a j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. e -- — -- �r t- * PRESS PANEL REINFORCING INTO PLACE. — v � #5x6 EMBEDDED INTO 6 MIN. LAP SPLICE 1 1 �� — — — � � EXISTING F TIN (2) #5x6 IN CONC, * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL —T—T� ° .: — — r I 7TI Q to N FILLED CELL SMOOTH. D0 NO FURROW. , DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. ��- . SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p \ O G SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE - 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 c TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \la 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 L16" MIN. COVER EA. WAY 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. IIIJJ 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. l r f t d dtt ��4a��tGi9 vb, I F Q 4sec �fp•�0��` `�1 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. QO W V N f0 0~p N it O cc) r m N J ci M N ^ � � W LL I 0 a3"'rn No J �* w ,. , LLa N w rQ m • � (L w > LL a x afn°' ?' K OF— U 2 cC2_ m o O - (fl W 2 E`a'a, o J V O J Z N Q M ZIL 0 d < Z V ❑0❑ W M � M Z N O _ o o �co N z o 1 �! M !� N Z v o �N �_ u_ s w �- 0 w t.._ cn 0:� o c) 0 - w � r— m E — o 8 U o � w mJz o E �� a� zo ZN Q o U rz ¢ e oa U f0 _ X0 =0 O o E o fV i aI w0 &< z 0W X, ra Cn ¢❑ < O� w, o o� • m >Z �z a� o 5 N a az ow U <o 0 oLL SH F- - w� >O co0 Q7 oa a a3 �N 0 = > d' L N �D W ca � .> O Nc C37 L.L coN J i-1 a C4 m � W r r N o d7 NLo r t CD T 04 E CU Z Z E O E a .. � a U 0 p Q � JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. SS