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. 'E 00 0, 0 0 J a) (D a M 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER --1x4 1/2" DRYWALL MAX $„ � UNACCEPTABLE INSTALLTION � DOORJAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR P 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16"� X 3" LONG FURRING (2) ROWS 3/16 x 3-1/2 TAPCONS FURRING #5 REBAR ` (n'P') AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O. BOTTOM PLATE W/ 8d D 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2Xg ` BLOCK@ SPACING �� 1 DETAIL 1x8 P.T. FROM EACH ENDw/MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 �' 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� DETAIL FILL SOLID STD. 90° HOOK (TYP•) STD. 90^ ` I I f];� @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP,) NAILS 1Old @ TRUSS VERT. 1FNAECBE x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. TAL SEAT PLATE TAP TAPCON @ 16" O.C. & 4" FROM TO PRODUCT DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL ]OIL :]L 4%; TE: P SHEATHING tB DOOR JAMB (REFER EACH END W/ MIN " EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16 () " TO JOIST TYPICAL ND TO PRODUCT x 3-1/2" TAPCON @ 16" 14 APPROVAL FOR CO�4M (2) ROWS 3/16" x 3-1 /2" O.C. & 4" FROM EACH 1x4 FURRING 4khh,J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. +2 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 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" O.C. 3-1 /4" DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FouNDCELL PER 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 = $05 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS 4 ' FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" :' .R SOLID W/GROUT ir 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 Z. SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS = 112" 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 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 1 :.: 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 OR FURTHER INSTRUCTIONS. ! ' : •.� : r '� ' «' SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS . • BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT i/V/ 8d NAILS BRACE/ BLKG. L-f N.T.S. 2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHO ( ) 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'Y? 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 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ k t/ FiQy TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. �FNO 1 r-0° 5L-0° SCALE: N.T.S. SS 12 + rN 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 0 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT a ' . D #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH - 2 0 $ O SIMPSON 5 12d NAILS + + SOFFIT + D D p D ° p s 10 ° ° CENTERED W/ g HQ015. BLKG. &BUCK 2X6 TO 2X4 2X4 S' • s D ° IN TOP 1 X 4 FURRING 8d NAILS EACH TRUSS 0 13 . KNOCKOUT/ / i� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 PROVIDE 2x N IL CONNECTOR • p MONO FOOTING - _ ' D ° PROVIDE 2 x 8 DIAG. BRACE SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 1 dAS(3) 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 ° ° 2 x 8 VERT. BRACES f) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT z TO BE INSTALLED 00, 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION p 99 HOOK N #5 BAR IN r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL 8d NAILS START OF ARC SCREWS'MAX '-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4.RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" o ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. "� ' ° ` "' '' ` a °- '' ` ` " '' a ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g 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" =1'-0" SS SCALE: 3/4" = V-0" SS 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 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 "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 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 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" 1 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 F'F' 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o 9 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ;' D w a A REINFORCING AS FOLLOWS: w SEALANT v a'I I I �IT_I; , Cn a 'I PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. EINF I PRESS PANEL REINFORCING INTO PLACE. P — — .. — - U z #5x6 EMBEDDED INTO COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6 MIN. LAP SPLICE W/ I PANEL REINFORCING N D T 1T � � � ¢= EXISTING FOOTING (2 ) #5x6,IN CONC• � � to FILLED CELL SMOOTH. DO NO FURROW. I I c� DRILL 34„x5„ / IN. HOLE M 0 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT L GRADE D. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. „ 6 MIN. LAP p � G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: M H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r \tea 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. GLASS BLOCK DETAIL \ D (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 SECTION A 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. 0 0 I� M r z N O — 00 z z o J L7 d O M N z a `o n' U VJ C — Y W o a Q ,_u U 00 L.L) �- 2 E aim — o 8 °i`' x I'.. _ 5 U o y w Ln3, `�o ®p ,1111111110 N � NN� U) Z ,.d.. C7 �? _ W ,; y�3 $I:tF� a C �� N N Z Ohl tW LLVim, E �.P.T •• °•od a SEA• ❑ p; oar `, C) <- ' i{ 1. S 10 ��NE11t 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 M ¢ o z z J Q E o E: r za os ¢� z® v LB Ro oo I— — XU nu o o E N ao ao w-o ¢ az �w � L ro (n Cy _ C o = m o oLL z� (n °o m a Q W z z W N o< g° W a LL a mw _ w< of >o o co ct za a ui: 2O .s In ^L1 W CN O .-. O co C U N 0 O C0 O = LO r T N O ai M CV ~ o Z z' f° E c a U � q p JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. SS a` w