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0 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION MAX. 8 DOOR JAMB (REFER 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.911� APPROVAL FOR CONN. 1x4 X 4 *,1* #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING � " 3-1/4" LONG X 3/16" FURRING (2) ROWS 3l16 x 3-1/2 #5 REBAR ` AND NAILED W/ 8d COMMON 6" O.C. EDGES AND 12" O.C. FE FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCONS X8 STAGGERED IN 16 TAPCON. INTO TAPCON @ 16 O.C. & 4LL11X8 (TYP,) ` 40 I 1x8 P.T. FROM EACH END w/ MIN. BLOCK@ SPACING " O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST 10d JOIST PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1. 1`STD. 90° HOOK (TYP.) STD. 90] -i'` SOLID WI FACE NAIL @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH HOOK (TYP.) WEB NAILS 10d @ TRUSS VERT. IN 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON x 3 @ 16" ix4 P.T. TO PRODUCT TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLEllaDOOR TE: tB APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT P SHEATHING TO JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"F IAPPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/MIN. 2"EDGE DIST. +2 NOTG @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 MIN. 2" EDGE DIST. 2x8 2x P.T. AS REQ'D (2) ROWS 10dx3" `` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL +5A FIRST2CONOTCH URSES AT E 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. sCALE:N.T.s. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. �S scALE.N.T•s. SS 2x8 P.T, BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 16100 #FOR 2 STRAPS FILL 1st4COURSES EMBEDMENT INTO BILK.) 1/4" MAX SOLID w/GRouT n 2'-0" 81, 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 SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL _ * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS i 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 CUT OUT 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 1/2" 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) FACE OF ARCH W/ (3)10d NAILS OVERHANG" �.� 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. OSBINSTALL WDW. SCREW ANCHO\_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 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 2'-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%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O,H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. 4' MAX. RAID. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ xO�1 TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. + <F �Ory 1 r-011 51-011 SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + + 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 >•� •: D '.� „ EMBEDMENT INTO K.) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT °, : ° .. e.. #5 BAR d , • BLOCK HEADER 2'_0" 8" SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + P 4 p 9 1.0 ° Is ° : CENTERED W/ g BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ► , s > • • ° ' • •' '� IN TOP q 1 X 4 FURRING 8d NAILS EACH TRUSS D KNOCKOUT / CAI° CHAIR BLOCK —� s 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 ' x (3) SIZE AND REINF. PER PLAN 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--/ SGHED. 7 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 6 z TO BE INSTALLED P. 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 #5 BAR IN ° 99 HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL , -, , - L. 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAID. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") v A � . IV .- 1.• .R � : • ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" � s � s s , s� ' v % s , 't V e V V,' ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 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 MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-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 SIMPSON2" 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 1/8" NAILS STUDS & NAILHTT4 U S & (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 L O � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) „ OCCURS TOP WITH MIN. 3 EPDXIED w! SIMPSON SET t z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6�_011 EPDXY MIN. 6" EMBEDMENT & OC/) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F•F 3" MIN. EDGE DISTANCE Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U- I� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE XD A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , D Uj aa- REINFORCING AS FOLLOWS: * SEALANT D = - -ITI--IT�(,TF- v < a Q j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PANEL REINFORCING INTO PLACE. e g — — — 1— �)—I I U_ U z #5x6 EMBEDDED INTO PRESS 6n MIN. LAP SPLICE W/ EXISTING FOOTING G 2 #5x6 IN CONC. • COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL —_— Ip-�IIi —�T ¢ _ cn � FILLED CELL SMOOTH. DO NO FURROW. D ° —I I �I n — I �+ DRILL 3/4"x5" MIN. HOLE B REQUIRING E -D T F PLACE FULL MORTAR BED FOR JOINTS NOT RE U R NG PANEL REINFORCING 0 NO Q ILAP D. . D —I I SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH.GRADE 6 MIN. p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: " z \ `. T P SEE GLASS BLOCK INSTALLATION NOTES. STRIKE JOINTS SMOOTH WHILE MORTAR IS TILL PLASTIC AND BEFORE FINAL SET. A THIS H S 0 0 S C T I • D �_a 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. of 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. 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. i' egaaaaAlPitrei OWN ca , F E S S `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. E. U 4 ooamm co � 00 co Co Ci MN�� (0 ��LLLL Q �a 0) '- -,J -- �ww LL _j d n. 04 N N M NmLL 3 W fn ° ago Z aU)°' 13a 0W° i. @ N •m m m 0 W o r` � W gE�o� IL M <o °ate z Q m co 0 N Z < 0 U J Z d 111:1 C-1❑ W z N O 00 Z cOE3 z o (D v _! M d N U) U.)z v ^, `obw vV1111111111111111 _ LL 44'�JJ T Vi Y C� W o °0 c N o � U CO w m °I — o g =1 U o m —® m W M M w ¢ zo z z U_ �" o o° wz Z® ❑a (O a N�o g0 a1 j00 00 &¢ ww J (t} ^ � c z 20 w0 m 0 o¢ Z QW z n• LL a z � w W JCD < }O O O 81 a .0N 3: >'cf' L rn W m T_ .' LO r1rr .-. > O Q C: a L_j ^' m co o .� _ d' L.n r r o ^ LO fU •,T T M r W N o Z m Z z E O IDr cc 4. E U J Q p c J JOB NO : 20-1125 SCALE : AS NOTED SHEET NO. SS