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1/4" MAX 2'-0" BTWN.SOLID BLKG. AT TOP ARCH BLKG. & BUCK ---- 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFEIk 41/2" DRYWALL DOOR JAMB (REFER 1x4 I« UISTVVHLL TO PRODUCTAPPROVAL TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. UXX44. FOR C x4 1X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2"TAPCONS FURRING INTO STAGGERED @ 16"1x.. TAPCON @ 16" O.C. & 4" 2X8TAPCON. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO FROM EACH END W/ MIN. 2' EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3116"APPROVAL TO PRODUCT FOR CO,*2" (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACHTAPCON 1x4 @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRIN4" FROM EACH END W/ 2x8 P.T. ATTACH SECOND PLYw/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 21/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" 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 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ' 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 2 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 LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DIAGONAL 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 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d _ PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END 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 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW —_,------- CREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K 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. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 u +5A NOTCH WEB AT FIRST 2 COURSI "" '-- ;APACI I Y = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" 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 4%" 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 i TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR 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) LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP 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 REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 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. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/z' 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 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. T' OCCURS COVER 6'-0" F.F. ° E -`--�T 1=1 1F�d 11=1 11 gD. I —I I I —I 11-1 11=1 11—I I I I-1 I M I I=_III- ' D 111=1 I 1=III I —I I I —I 11= D 111—I 11-1' ° GRADE D. D,II11;,111- cC D z N � •D " \ D (2) #5 REBAR. MIN. 3" 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN M YP.) FHE S milli IFITAT40 Ed obiffive-11111 ME FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENC_= TRUISS'IDIESI(314 SEE NbTE . BELOW 2x SUB FASCIA ALUM DRIP EDGE I ERAS ALL TYPE -� - =1 .,' f ALUM FASCIA PFP P1. AN I 1 314'TRIM PAINTED �S NAIL W `YI E" MEAD F C.:HANI AFL, -I - ! DIA € `Y" 0 C ~A-=TENED .3 -NTF N1F1 � ! I 1 j k � ;F T 'I� ENS ELF � R 1-iOLPIII SIDFF'IT Ct:9°aT tea' IJANLE : TO, J Zy BUCD KING NdAILE7 TO TOP 9LD0KING wr U N ■NLS i H0PD F CRY OTH-P, TR2 S9 01-12d AILS', TYP 1 G_t= e DL L ER TO �`ERIFYIF. E_'":fIL�� _UFFi MATERIAL SPAN C.AP CIT-ES EASE: I iDN THE DESIGN PFEvS'S IRES SPECIFIED FOR COMPONENTS AN . CLADDING 'LISTED IN THE CIF I Ni CRITERIA C-N SHEET SN, FOR SC F- T ATTACHMENT AT WALL PER ALPHA ALLIMANC. FLU'# 113544 F'tS F' 'F_OC IJ TAPPRICVALj F CHANNEL FA_TaJED TO: C105j WT NAIL .007" D4.4 Ii2?24 r1.Cv. Yale _.101'°' I111N EMBEDNlEN`4T _ VA-1 .D t! q 3µ ,, 16 IAA_ 3!4"x1,1A` t.,RO�N'N STAPLES @ 24" MAX. O.C. IN DIANIONLD PATTERNS tiL B FAQ. LA W1C" !: 9i .`4'`x 1,+4 - Ri:)1�714 ZTAPLE EAC.,H t- R� -.'' F _.G 5� STRUCTURAL- SOFFIT E 3 7 Iry" '" 4 FOR dALU M INLIkI SOFFITS WITH SPANS k 09.23 2C21 -1' 4 'NSTALL M0 SPAN BL001KING PEP THE SOFFIT FL PA NST.ALLATNCt\N CRITERIA *REFER TO. THE PRODUCT APPftOVAL FOR INSTALLATION DETAIL.&* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2) 10d NAILS @ 8" O.C. OPFRygy TO TRUSS TOP CHORD 4F + + yCTF/ PLYWOOD SHEATHING ++ TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. / BLOCKING AS REQUIRED TO SUPPORT + SOFFIT --1+ 7 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 @ ROOF EXTENSION M SCALE: 3/4" = V-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 MI% MSTAM STRAP RrAI F• RIA CCC CLICCT Ill AAIII z O U) 0 W U- U 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 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 HGAMI OKTA @ 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 SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT 6 a a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. av'' •: a' OVERHAN a: 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'-011 5'-011 INISH FLOQR >' D �' ° ° p #5 BAR p 1'0" a 6.° CENTERED W/ 90° H D IN TOP o KNOCKOUT / N CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS - CLEAN FILL I I ° DIRT z STANDARD o 0 90 HOOK N #5 BAR IN FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 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 I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL j4� SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 2 22 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N L0 tz 9 S9 IV LL z =O -` w � 1 W z SIN W j O 0 W L �0 "? U 0 � ai V -0 � - A M AA,, � z C W O O U o rnrn o VJ � 0 LL o N C .C� }#t .N U w D- 0 L. o Ec 5 70 C) rz, O�To m .- F- n -0 W LLI w w Q ( J � Q O z of Z of 00O0 Q Q U Q0g�cncnLL 000 Z) M,O-oO'� � 0Izyozz(LO.)p� a ZW O UZ-, � Q WO Q OQ o =O 0Qw I— ¢ LL O Z W 0 M O Q U) M [0- 2 U) W 1-- ( ) z 00 < zUla- W W J O N N 0 N N 0 0 CO. 00 V- O N Q C) r N N C)CD0 N N 0 N N N N 0 N 0 N 0 N O7 OD L6 00 O A r N O CM N d 0 O 0 d) 0 p p ' CD A CD N,^ L! W i o CD N 0 CO. 0 d' CD Ln CD CO. 0 ti L �- CO �^ co Z z -z0 _ w W w �n U l--- O V��a ~� a LO .Q � w ULI =000z H z (D O j LLI J N 00 ry)�zz� N Lu (V Oa2z Ua}W z Qz z U Q O o �- W z Z z J Uj N N (=) LAST PLOT DATE O > Jul. 21, 22 Z O STRUCTURAL — J DETAILS—RETRO FIT