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1/4" MAX 2'-0" R SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --� 1x4 1/2" DRYWALL DOOR JAMB (REFE;*# " DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT APPROVAL FOR C APPROVAL FOR CONN. 1x4 1x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16"x.. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH n 1x4 P.T. & 1x8 P.T. 1-1/2DETAIL 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT " EDGE DIST. APPROVAL FOR CONN. APPROVAL FOR CO�*M (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x8 P.T. P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR-FT-1 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS ► SECTION A -A 8" 1/4" x 3 1/4" TAPCONS DOOR JAMB (REFER 1x4 irc ur%i VVMLL TO PRODUCT APPROVAL FOR CONN. iX4 FURRING" (2) ROWS 3l16" x 3-1/2 TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN, 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN 1/2"DRYWALL . 1x4 2x8 P.T. w/ (2) ROWS 3/16' x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FUI END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. 1-1 /d" nr:TAII --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �--2 x 8 45 DI'AGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN _ 4" MIN, OF BRACE START OF ARC 4' MAX. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO ) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL �( SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA, SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAID. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS 7F #5 REBj (TYP,) STD. 90' HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI .;AF'AUI I Y = dUS;; I-VH 1 51 HAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Yz" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X6 TO NAILS /� 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. 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 TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: •''= ` * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ° �`.;' ' : ` :" ,.... _ SEALANT * PRESS PANEL REINFORCING INTO PLACE. ; „ €'':; 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ' '' ` ' •- REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT - ' FURROW. MAINTAIN UNIFORM JOINT WIDTH. :�:�;.•::.• �;�' 6„ MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4Ya" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS N 11 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE (1) #5 BARS CONT. OCCURS HIS CONDITION TOP WITH MIN. 3" COVER 6'-01. F.F. p' D D =LL - po o IL�II�IIm1 II D — ' GRADE A' M ° Z D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN n YP•) THE :S II.1\6TALTAl7.iElm Evil 70_mIIr-& iiink FILLED CELL INSTALLATION / H 1 SEE ARCH IPU,.N AND PRE-ENG IRUSS DESIGN SEE NOTE 'I BELOW SCALE: N.T.S. 2x SUB,- BRG'WALL TYPE -I —i I y-� I - .1 ALUM PER PLAN I ��A 1-31 I SS NAI' w' 5? 1 m " E "y F CHANNEL, -+.__.•- 1,4 - „ DIA (q:: '- r-ASTENED PER I 1� NOTE 2 BELOWI Y.... LCONT VENTED OR S: OL r, CONT 2x4 NAILED TO _. 2x BLOCKING NAILED TO TOP Hit KIN(; w 1 d NA11 `'" i"" CHORD FVFRY OTHFR TRUE wr' 1 1.2d NAIL::,- T•(P. (") — .._- 1. G.C.IBUILDER TO VERIFY:/PROVIDE SOFFIT MATERIAL SPAN CAPACIT ,�i E� ON 14E DESIGN PRE SIURES SPECIFIED CIN HEFT $COMPONENTS AND Cu% = l 1 LISTED IN THE DESIGNC FOR ,' 4CFHT A,YTACHNIFNT AT1; AI_I (PFR ALPHA Al IJM INC FL# 16544 Pz;,,jDU1::.T APPR(),.'ALi F t-_,HANNEL FASTENED TO: cNIJ w✓ T NAIL 097' DIA. k 24" E 'MIN. EMBEDMENT - WCOD i 3! 16 (�A. 3r14"x 1,4" CROWN ' ,TA`L.ES tip 24'" MAX. O.0 IN PATTERN - - SLJB FASCIA A,/ I F ti,A 3,14 °x 1 i4" CROWN SI API F @ FA(-,H C4RC7(DL'F- � ` STRUCTURAL SOFFIT `� � 1 SCALE 3,N4" - 1`-0' (°"} FOR ALUMINUM SOFFITS WIT 4�, , RFV 09 2:1) 2021 .> 1'-4°", INSTALL MID SPAN BLOCH. •'3 , 2 THE SOFFIT F1 PA INSTALLATIOf. "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. O�ERygN TO TRUSS TOP CHORD + + CFNG7R PLYWOOD SHEATHING ++ + + + BLOCKING AS ++ REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP * • e + EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ HOOF EXTENSION M SCALE: 3/4" = T-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP crnl F' z/e COC CUCCT r)) Anin Z 0 Q 2 0 W 0 U) 2N BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 6" O.C. I DGES AND 12"AND NALED W/ 8d C.C. ONF FIEALD � O.C.02 ROWS STAGGERED 4 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA rrb 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT '4 FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG�., t RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH FLO SCALE: N.T.S. '4t> Y #5 BAR a 10" a P D CENTERED W/ .D...° °D 9 H IN TOP2c _ D E KNOCKOUT/ N CHAIR BLOCK MONO FOOTING p SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I CLEAN FILL DIRT z ° STANDARD o o ° 90' HOOK iv #5 BAR IN FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" 1UL 21 NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, Zuc CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. Virtual Review Assist. ►nc. roved DRILL 3/4"x5" MIN. HOLE SET BAR IN low completed and apP EPDXY CAP TO PREVENT LEAKAGE Plans Race ith the 2020 F6C 71h Edrt1° TOP SPACE BETWEEN EXISTING GROUT & N9WGRchWjBehra Anne Klahr PX2300 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT SECTION SCALE: N.T.S. M N N rn �.; i?s to 00 S i c� pp 'U �+ W W 0 SIN W > O 0 L 0 _W u O B h cm (u)fi' 4)? 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