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p 11/2" DPYWALL 1 x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (FIEFER-\ [_ P.T. F TO PRODUCT TO PRODUCT Nk��7, APPROVAL FOR CONN. APPROVAL FOR CONN. lx4 P.T. x4 3-1/4" LONG X 3/16"0 _:URRIN 3/16"0 X 3" LONG FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" lx8 P.T. BLOCK@ SPACING O.C. 2-ROWS INTO PER MANUFACTURE 111 DETAIL MASONRYTHROUGH 1-1/21' DETAIL 1 x4 P.T. & 1 x8 P.T. DOOR JAMB (REFER Flx4 11Z Ur%TVVMLL TO PRODUCT APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2"* FURRING TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END wl MIN. lX8 2" EDGE DIST. ATTACH lx8 w/ (2) ROWS 8d NALS 3" DETAIL S rAGGERED @ 12" O.C. 3/16" x 3 -1/2" lx4 P.T. DOOR JAMB (REFER TAPCON @ 16- TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. lx4 1/2"DI DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT F- F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/�l 6" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" i x 3-1/2" TAPCON @ 16" lx4 O.C. & 4" FROM EACH 'i TAPCON @ 16" O.C. & L IST FURRII` END w/ MIN. 2" EDGE DIST. 4" FROM EACH END W/ 2x8 P.T. ATTACH SECOND PLY w/ W/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 r)C:TAII ') 1 1A r'IC:TA 11 STAGGERED @ 12" O.C. 1-11,411 nl=TAll BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC SCALE: N.T.S. � SS 1/4" MAX ir 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- I 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" 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 45 A 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 POLY -CELL IN THIS ARE-7A SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR--/I'l -2x4 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 ri SCALE: N.T.S. - 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 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 3 1/4" TAPCON (1 1/4" MIN. B-B Ir, /4" MAX EMBEDMENT INTO Z-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) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN.,, 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) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCREW__,___� THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. � �S 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 (I JLV L 71 +5 A 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" HID 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 LL SIMPSON 2X6 TO 2X4 H2.5A w/ (110) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 00, #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 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: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. 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: REMAJN 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. C LASS 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 4Y.' 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 SCALE: 3/4" = V-0" � �S 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. 3" OCCURS COVER 6-101" F.F. I> 1_4 1 1---4 1 1 1- 1 _F] I F=� IF GRADE 04 z \-,—(2) #5 REBAR. MIN. 3- 16"MIN. COVER EA. WAY 7r SECTION AT DEEP MONO FOUNDATION SCALE: 3/4"= V-0" FILLED CELL PER FOUNDATION PLAN IIR YP.) THE :S I IKIAr%nC:DTADI C: IKIC-%TAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 'I BELOW 00 2 SUB FASCIA Zx ALUM DRIP EDGE BR G WALL TYPE ALUM FASCIA PER PLAN 1-34� TRIM PAINTED SS NAIL w� 5116" HEAD F CHANNEL, -4 ......... FASTENED PER I . L DIA P 24" O.0 NOTF211FIn�V I J�i__A_ t- CONT VENTED OR SO LID SOFFIT CO N T 2 x4 NAILE D TO L 2y BLOCKING NAILED TO -I OP BLE)CKING w/21-1-23 NAIP3 t) CHORD EVERY OTHER TRUSS wl _1-12d NAILS, TYP_ 1 (3-C) BUILDER TO VERIFY,7PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FCR COMPONENTSS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA. ALLINt INC FL# 16544.R5 FL PRODUCT APPROVALi F CHANNEL FASTENED TO: - CMIJ WIT NAIL.067" DIA_ @ 24" O.C. w 5AY' MIN. EMBEDIVENT - WOOD w� il� 16 GA_ S/4"x I t4l' CROWN STAPLES a_ 24"MA)C O�C, IN DIAMOND PATTERN SUB FASLAA w� lb GA. 3l4'xlj4` u'ROWN STAPLE (.,)i EACH GROOVE &STRUCTURAL SOFFIT SF01 SCALE- 3 - .4- - " 0" t� FOR ALLINVINUM SOFFITS WITH SPANS R i;- V 09 22 � 2021 > 1'-4", INSTALL rAID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA .REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAIL3.' I 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-15" t �R 'US DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 0 (2) 1 Od NAILS @ 8" O.C. 4 TO TRUSS TOP CHORD + + 7/y,,,--PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT z + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL _:j N SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0-) @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION SCALE: 3/4" = V-131" SIMPSON HTT4 w/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MI%'l MSTAM STRAP RrAl F-RM QCX: CUCC-17 rl) AKIn z 0 U) U- 0 UJI 0 Z3 0 Cn 2-x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4"PLYWOOD DECKING GLUED - AND NAILED W1 8d COMMON @ 6"O.C. EDGES AND 12"O.C. FIELD /-ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,,--2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO - SIMPSON HGAM 1 OKTA @ 12" O.C. wl (4) 1/4xl 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 Ist4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG' RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4' TO 11/2" F� �EFOR3�ERHANGS LESS THAN 3/4' -NO REPAIR RECID. ll-0fl 5-011 F .. A BAR .6 L.- CENTERED W/ 9(r �quf IN TOP KNOCKOUT/ A CHAIR BLOCK I G % MONO FOOTING —FIT SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT STANDARD 9 9(f HOOK ZN #5 BAR IN FILLED CEL E!Z m 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 _j— EXISTING FOOTING RETROFIT FILLED CELL DETAIL Ini �r_nl ... n SAW CUT SECTION SCALE: N.T.S. SCALE: N.T.S. JUN I VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. 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C) C6 C) .2 E2 Lo 0 > o CD 0 m, 'IT LO (0 r__ I 1pi I I I 1 00 U) Z Z 0 C) W L3 W W 0 0 EE �: < 0 d- Lr) -0 Lf OWWM a- T_ < W F z 0� H.- W :) < F_ co 0 H X: z 0 t= W r114 z _j 00 0 ry) 2 Z W Z Z LL C-,4 w r**4 0:5 < F_ � z LLI CL z Z Z 0 z 0 0 0 0 00 z z z LU _j W LAST PLOT DATE >C%4 m . Apr. 13, 22 '0 Z STRUCTURAL DETAILS-RETRO Fll