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1/4" MAXir 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1x4 1/2" DRYWALL II DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER � TO PRODUCT P.T TO PRODUCT APPROVAL FOR CONN. ii APPROVAL FOR CONN. 1x4 P.T. ix4 3-1/4" LONG X 3/16"0 FURRING3/16"0 X 3" LONG FURRING TAPCON. INTO TAPCONS STAGGERED @ 16" 1 x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. -� /2n DETAIL DOOR JAMB (REFER 1x4 11Z Urc i vv„LL TO PRODUCT APPROVAL FOR CONN. 1X4 (2) ROWS 3/16" x 3-1/2" FURRING 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. 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 TO PRODUCT DIST. PRODUCTAPPROVAL APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"TO FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACHTAPCON *2"EDGE @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRII 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3° 2x8 STAGGERED @ 12" O.C. 1_1 /d" IIPTA 11 2x DETAIL 2 1 / ETA BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 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) 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 ANCHOR2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od 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 ri SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 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 ) 2-4- 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 NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN11 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 BTWN. OSB ARCH FACES W/ (4)10d NAILS JL_EQUAL EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK B-B 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 REBi (TYP.) STD. 90' HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 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 TRUSS COMPANY OR PLAN i 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS 2X6 TO 2X4 SIMPSON H2.5A w/ (10) i 8d NAILS rk 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 I 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) 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. :;: ; '•i'",s' '' ::' .. '';:'.> :; :i'' -'= 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL " REINFORCING PANEL `r''�'` 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. 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. JACK TRUSS PROVIDED BY— V TRUSS COMPANY OR 2x4 011 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN / / 2 / 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J 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" = 1'-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6'-0" F.F. I-. IP o � III=III—I - =1II�I��— II—IIIIII- ° GRADE c. t I 11= ° M � . z N •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 R YP.) THE :S I IAIAnl%CDTADI C IAIQTAI I -rinki FILLED CELL INSTALLATION rW� SCALE: N.T.S. �;. SE ARCH PLAN AND PRE-FNi TRUSS C:=:;IGN SFr 1`40TE 1 HF' (:HMV {01 r ;-- 2x Sl - - ALUN ERG WALL TYPE -1- I � �'r- ALUM V'-R PLAN I - 1 314" L SS N/- F �HANNF , -4• 'ENECa PER I DIA , NOTF ^ RFI OW I 1v L_:I_;NT VENTEC, C:R I T C(20 NAILED TO - 2x BL _ CKING NAILE= 'O TCI Ri_DCKIW-; .a12-12U PL'.ILS ('") CH! 'L'D EVERY OTHFP TRU w+ 12d NAILS TYP. C.) 1. t IBU'I_'ERTU C=IFYIPRC:'.ICtESOFFIT ':1ATERIAL`iF'ANfAPACII ;1N THE L)Lt;IGN PHL�-SURES ',F'ECIFIED Ft_:P COMPONEN IS AND GL LISTED IN THE DE SIGN CRI-ERIA ON SHEET SN. FOR. )FFIT A']ACHMENI AT WALL (PFR ALPHA ALUM INC F. ;; 165 - PRODUCT APPROVAL) F CHANNEL FA TTENED T,,>. CMU v,; T NAIL ,0 :7" DIA..aca"-• 24" O.C. W 5tr.,' MIN. EMBEDMENT W,_rD w/ (31 16 �3A. 30"x 114" CRO%"v''N STAPLES +cD 24" MAX. 0 C. Ir1 P4TTERN St IH FASCIA wr 16 GA ;`1r4' x 1J4` CR0VvIN STAPI EAC H Gk /Uti ` F(� STRUCTURAL SOFFIT S" .;GALE: 31 -,'0" i" 'i FORALL11AINUM SOFFITS WI c .iEV. 09 2:' :X21 1'4", INS I I,LL MID SPAN BLOC -- HF SOFF I I FI.. PA INwnT -%[. I ATIC I ! REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DET+ �. 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. k (2)10d NAILS @ 8" O.C. O�ERygN TO TRUSS TOP CHORD + + OTy PLYWOOD SHEATHING + BLOCKING AS + 7 REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP .. a EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER 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 SCAT F• 3/d CCC CUCCT n ) AKIn 2"x BOT. PLATE W/ (2) 10d @ 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 HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 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 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFITWALLOVERHANG DETAIL (NT QOVERHANGS BETWEEN 3QS NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. V-0" 5'-0" I FINISH FLO °. A> >'D #5 BAR x p 10" ° u , 4 CENTERED W/ g a IN TOP o KNOCKOUT/ N CHAIR BLOCK MONO FOOTING I —I I D SIZE AND REINF. PER PLAN AND SECTION DETAILS I Ii e CLEAN FILL DIRT z STANDARD o 0 90' HOOK N #5 BAR IN FILLED CELL STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS 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 (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. OCT a 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance eKlahro vy73FBC bEdition by Debra Anne N N 0 N 00 .` OF F U')00 o to a z w z Q (N W > O � 0 W C `O C)U !� M d N V D �� M Q% � u p L o NR U .N Sa • ■ w QN C V 00 E co V ^ a N''W o � W 0 LU QHQ C LU -A � YZW Z Q�x_j (1) �QDOJO Q Q i- �� LLLL—ZOJ ('1 ��OZOd'OOaa0Z 03WawinwWWin�TQ0W_j I--QQ U 0 � � Z LL ¢�WpgtYQ-Qzzu ODWOpQ o(r o LL Q O <LL. LL i O Z N 0� D) J (0 p I.-: o Q�c''ML0 Ln i-0acyi Z U ~ Z W Wo J O m NCO v N N O N In N O i� O cD r- o0 0 0 0 �- C)O N O N O N O N O N C)O N N /� CV 00 O to - W O M � N O CM w C) CD , 0 & 0 o .— o r- " 0 6 0 .7 N'^ Y , � O - O NJ O col CD tj L0 O CO 0 r-- 1 C CO Z Z O o� LL.I 0 W rn w_ U 4--r 0 V��a Zwlz Q — Q =MOZ N rn V j Z 3:J M �ZZ Mzx LL 00 W N �aIw O Q Cn Z z z Z �Qo U � O O_ m Q Z Z z J W N O O LAST PLOT DATE Aug. 8, 22 Z 0 STRU1,1-TURAL — J DETAILS—RETR0 FIT