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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 2 x 8 45^ DIAGONAL — BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS DOOR JAMB (REFER 1x4 /2" DRYWALL DOOR JAMB (REFER 1x4 1/2"DRYWALL F DOOR JAMB (REFER 1x4 F 1/2" DRYWALL TO PRODUCT F P.T . TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. ��`Ix4 APPROVAL FOR CONN. x4 1 X 4 14'2X8 3-1/4"LONG X 3/16"0 9mx P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 1x8 P.T. Im FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1ya 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 x4 P.T. & 1 x8 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. N. 1x4 1/2" DRYWALL 1x4 DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16" �j F APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH oil/2"Dl 1x4 *2" TAPCON @ 16" O.C. & / L END w/ MIN. 2" EDGE DIST. IST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wt 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 11 rf'r A 1 1) -11 1A 19 STAGGERED@ 12"O.C. 1-1/Alf r)P:TAII I& U L U1__ I /-%I L BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC SCALE: N.T.S. � S9 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG, & BUCK --- 21-011 —8d NAILS AT 8" O.C. AT BUCK (4) 10d NAILS INTO 7/16" OSB 2 x 8 BRACE/ BLKG. ARCH PANEL CUT HOLE IN O.S.B. FOR N POLY -CELL IN THIS ARE7A (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. A Oni In 01 Iffl- CHI I AA11171-1-1-11 nE 1AIAI I O'nAlki n00 INSTALL WDW. SCREW ANCHOR-1 A . k I 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 K"]�_ SCALE: N.T.S. 1\ �S — SECTION A -A 8" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. - EMBEDMENT INT��.) /4" MAX 2-4- 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) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN"'. VERT. BRACES WHEN HGT. OF !0.S.B. BRACE EXCEEDS 24" LEAVE A CUT OUT IN 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/1 8d NAILS '�'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK�� B-13 SCALE: N.T.S. � �S 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. SECTION B-B 810 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 EQUAL 4'MAX. RAD. PROPER INSTALLATION MAX, 8" FILL SOLID BOTH CELLS #5 RE& (TYPI) STD. 90' HOOK 0 NOTCH WEB AT FIRST 2 COURSI ,AFAL;l I Y = 805;F FOR 1 ti I KAF = 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 wt (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) wl MIN, 4" EMBEDMENT AT 16" O.C. JACK TRUSS PROVIDED BY EE S TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE LL (5) 12d NAILS IMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY—j TRUSS COMPANY OR 2x4 000, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 7 000, 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 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" "I �S L FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 41% #5 REBAR (TYP,) 400 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 4R #10 AND NAILED W1 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD K O.C., 2 ROWS STAGGERED 4 90- HOOK 2x BAND JOIST W/ FACE NAIL 10d (TYP.) 411111111111 @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB 4% E METAL SEAT PLATE C NOTE: 10 LAP SHEATHING TO t[N *% 13C BOTTOM OF BAND 4%0 JO 4ba, ±2' TClk�E;� FIRST COURSE S I SIMPSON HGAM10KTA @ 12" O.C. W/ w/ (4) 1/40 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" rHE S TITEN INTO K.O. BLOCK _0 FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. �, �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW i . . ALUM DRIP EDGE BRG WALL TYPE T_ J='_� 2x SU PER PLAN — B FASCIA 2x2 #2 P.T. MIN, T FASTENED PER NOTE V 2 BELOW L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO — L 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3" LONG T-NAILS @ 24" O.C. WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. IF) CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (R�STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (") FOR SOFFITS V-4" & GREATER REV, 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS THAN V-4" MID BLOCKING NOT REQUIRED *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-13" DOUBLE 2x4 SCAB FOR Z-16" TO 4'-0" O.H. 0 (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD + + ?1/y PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP EACH TRUSS Z CONNECTOR SEE LINTEL SCHED. F LL 1 St 4 COURSES IL SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI-D. _�--#5 BAR 1.0" CENTERED W/ IN TOP KNOCKOUT/ i F_ H� CHAIR BLOCK MONO FOOTING H SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT —STANDARD 917 HOOK C"I #5 BAR IN FILLED CEL L L, L % e bf STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4"= V-0" A) B) C) D) E) GLASS BLOCK INSTALLATION NOTES COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SET A FULL MORTAR BED JOINT, APPLIED TO SILL. SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/80 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 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 20 ga. PANEL ANCHOR 9 ga. PANEL EXPANSION STRIP 1/4' 1/4" EXPANSION BOLT (2 PER ANCHOR) I MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL — — W W M AT PERIMETER — — WHERE THIS CONDITION (1) #5 BARS CONT. — OCCURS TOP WITH MIN. 31- — j ENTER IT PRECAST LINTEL Nk SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4"= V-0" 1\1 �S z NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" 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 SEE SHEET D2 AND IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-41 SIMPSON H174 w/ (18) 10d x 1 FLOOR PLAN FOR 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 1/2" NAILS TO STUDS & (1) - MORE INFO 7- FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 5/8" DIA. ALL THREAD ROD U_ LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE A' 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL x EPDXIEDw/ SIMPSON "SET" Uj REINFORCING AS FOLLOWS: EPDXY MIN. 6" EMBEDMENT & Z;5 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT A 3" MIN. EDGE DISTANCE #5x6'EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ z EXISTING FOOTING (2) #5x6'IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL U.) SMOOTH. DO NO FURROW. A: C14 DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST ........ ... SPLICE NOTE: �q ce) -7s'. REMAIN FREE OF MORTAR. - H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 04 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 "-,—(2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE AND POINT THE VOIDS WITH MORTAR.) BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY rA SE CTION WEDGES FROM LOWER COURSES OF SOLID BLOCKS GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA OF 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 FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4"= V-0" RETROFIT FOR MISSING MSTAM STRAP SCALE: N.T.S. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" C14 Q0 z arz, :E 4`0 V 0 To the best ofKr� and belief, the structure] plansVk*jk h=Vtlon these ad within ndtlilding drawings comply with th Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages beadng Engineers signature and seal. W Go E X 0 it uj 615, 1- L-L Lu C14 cD a. . �d u:l SO LL LL_ :05 Z 11 0 0 0 , W 0 in W z IL L 6 M X 0 13 C,4 < 5 :) 0 d ( _j (D W 0 L42 2 < V) (1) o 5 4-J - ;a- U 0 Ljj C.) < r- c� w z 2 E z. E 8 D� CL E C,4 M —4_D u t 2 ry zC Q) WCL T c::_ ij* C:) to (D 0 0 > 0 (1) N > C:> 0 to C ca C 0 U-) M r-, JL L0 C14 00 00 E M ce) 0 z M z E a ig 0. E 0 2 < JOB NO: 21-2023 SCALE : AS NOTED SHEET NO. SS