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C14 *3 WE L0 C7 (n C14 LC5 C> L6 a L0 tn C'4 C> E C14 Lo 1/2" DRYWALL DOOR JAMB (REFER W F 1/2" DRYWALL DRYWALL DOOR JAMB (REFER F UNACCEPTABLE INSTALLTION r-1x4 DOOR JAMB (REFER T TO PRODUCT TO PRODUCT P.T. TO PRODUCT a MAX. 8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. tllx441/2" APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CON)N. x4 P,T. x4 E X 4 E #** #5 REBAR (TYR) 40# 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING 3-1/4" LONG X 3/16"0 El E FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCONS TAPCON @ 1611 O.C. & 41, 2X8 TAPCON. INTO (TYP,) *4k* STAGGERED @ 16" Im JY2 BLOCK@ SPACING O.C. 2-ROWS INTO FROM EACH END w/ MIN. 1X8 1 DETAIL 2" EDGE DIST. ATTACH 41 2x BAND W1 FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1x8 w/ (2) ROWS 8d NAL s 3" DETAIL 1. 1TD. 90- HOOK (TYP.) STD. 90^ JOIST @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: N. APPROVAL FOR CONN. 1x4 EACH END W/ MIN, TO PRODUCT �jr iTL 7/ LAP SHEATHING TO DOOR JAMB (REFER /1 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ED::: 31 TO PRODUCT G E DI,S- BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH VffIlld, 02- FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. L NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ F2x _±_2-L w/ (4) 11/411/2" SDS SCREWS MIN. 2" EDGE DIST. 8 2x P.T. AS REQ'D (2) ROWS 10dx3" INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK STAGGERED @ 12" O.c. 3-1/4" DETAIL 2x DETAIL 2 1/4" DETAIL NOTCH WEB AT THE ±5 A FIRST 2 COURSES UT @ OVER SIZE DOOR -WINDOW ROUGH OPEN BUILDO INGSrcc FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION � �H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. \11 �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.- SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1 st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2- SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK SEE ARCH PLAN AND 4 —SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS PRE-ENG TRUSS DESIGN 1/2" DRYWALL SEE NO E 1 BELOW IS 2 PLY INSTALL SIMPSON LGT2 w/ (116) 16d 70, 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE INTO BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION iBLKG 7/16" OSB TO BE INSTALLED OLE IN CUT HOLE IN O.S.B. FOR F R 0 0 BOND BEAM OR CAST IN PLACE BEAM ALUM DRIP EDGE FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD ARCH PANEL -BUCK C LL I IS 2 x 8 45 DrAGONAL BRACE AT EA. �S�B POLY -CELL IN THIS AREA FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 1 Od NAILS BACKSIDE TO FIT ARCH I nl M4,11 IMT 1 9 (4) 1 Od NAILS INTO 2 x 8 ATEA.END RETROFIT TRUSS DETAIL BIRG WALL TYPE PER PLAN 2x SUB FASCIA OVERHANG1,,. CONNECT W/ 8d NAILS BRACE/ BLKG. 2x2 #2 P.T. MIN, INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 N.T.S. FASTENED PER NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT RETROFIT WALL OVE*RHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH CONT 2x4 NAILED TO — 2x BLOCKING NAILED TO TOP FOR OVERHANGS BETWEEN 3/4"TO 11/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 41/V WOOD BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL w/ 3-12d NAILS, T-YP. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. 4'MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 1 f-011 51-011 SCALE: N.T.S. 1\ 12 LISTED IN THE DESIGN CRITERIA ON SHEET SN. �S JACK TRUSS PROVIDED BY SEE 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: TRUSS COMPANY OR PLAN - CMU w/ 3/116"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W1 2x6 #2 SYP @ 24" O.C. MIN. 1" EMBEDMENT @ 16" O.C.) AlLf INISH FLO I 2 x 8 BUCK - CONNECT TO BLOCK SECTION - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE INSTALLATION GUIDE (11/4" MIN. WITH 1/4" x 3 1/4" TAPCON B-B ROOF SHEATHING ATTACHED [F] (PA) Alto. EMBEDMENT /4" MAX PER NAILING SCHEDULE LL 4 BAR 2'-0" 8" SIMPSON STRUCTURAL SOFFIT CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SF01 —IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (110) SCALE: 3/4" = V-0" (") FOR ALUMINUM SOFFITS 71'-4" KNOCKOUT/ C14 8d NAILS REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" All 8d NAILS @ 8 O.C. AT BUCK MID BLOCKING NOT REQUIRED HAI LOCK 2 x 8 VERT. W/ (2) 1 Od FOR VINYL SOFFITS > V-101" SHALL HAVE MID t.o. PROVIDE 2 x 8 DIAG. BRACE B T'� NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) BLOCKING PER R704.2.1 MONO FOOTING VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY—J/ *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* SIZE AND REINF. PER PLAN AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT TO BE INSTALLED e 4'-0" MAX SEE PLAN �2.,r 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" vr Lz... STANDARD BUILT UP PLWD. BUCK - 4 DOUBLE 2x4 SCAB FOR Z-15" TO 4'-0" O.H. : , A-'. 9or HOOK CN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 41 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + 4 + + 71y (2) 1 Od NAILS @ 8" O.C. 01 ; - #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4W WOOD + TO TRUSS TOP CHORD FILLED CEL 8d NAILS 7'-' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4'MAX. RAD SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + t INSTALL WDW, SCREW_____� BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2' TAPCONS AT 16" + PLYWOOD SHEATHING THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + ANCHOR INTO ARCH BLKG. rK HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-13 ARCH DETAIL DESIGNED ONLY FOR THE SECTION @ ENTRY + BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. INSTALLATION OF SHINGLE =CALE: 3/4"= V-0" TRUSS z + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS �S AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP L SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. S, B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL tENTER SOFTIT DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE i� TYPE "S" OR "Nol. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL N SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W i W ' M " AT PERIMETER OVER 1/4' COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 1,0 WHERE THIS CONDITION (MAX 4'0") ------ #5x6'EMBEDDED INTO EXISTING BOND BEAM PE E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP & MID SECTION @ ROOF EXTEN ON SI K"M z 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 WITH MIN. 3"COVER--� 6-4- SCALE: 3/4" = V-0" 0 U) (EVERY OTHER � �S < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP /,-F. 2 U_ UJ NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 SEE SHEET D2 AND SIMPSON HTT4 wl (18) 1 Od x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL P. — W _j 0 rA REINFORCING AS FOLLOWS: f 1 6 FLOOR PLAN FOR SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. 01 �VV 1/2" NAILS TO STUDS & (1) - MORE INFO 5/8" DIA. ALL THREAD ROD PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EPDXIEDw/ SIMPSON "SET" #5x6'EMBEDDED INTO EXISTING FOOTING IN CONIC. (2)#5x6 COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & U) En FILLED CELL SMOOTH. DO NO FURROW. 3" MIN. EDGE DISTANCE C14 DRILL 3/4"x5" 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 % El G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: A. 04 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 SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. (1-STORY) 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 16- MIN. (1-STORY) (3) #5 REBAR. (2-STORY) SE rA CTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. Of _70f 1\ �, SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-101" RETROFIT FOR MISSING "0 FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" I's . Cn C2 CP C= C2 tj co cc C2. , If 1119e ........ .. IN j i_ Uj Uj To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 11- Lo 10, 04 C� CM .9 0 0 C� r- t4 V 2 C14 C, , 7� r6 LL IC113v) 3 U _9 LL. LL ILL W Z E 5- 5 W A '20 c"-' ;,7 wo t T z 11L W IL . M 2 Z� 0 �e Cl) cli 0 0 z U) CD 7, iz� . < W Cl) CM .2 LL 4_j LLJ a 0 Q) V) in oil L,LJ -mid C13 LL_ Cd E n- 0 E u E 0, t W COO 0 1 ! 6 C§ 2 4 Mj'd- .2 C:� LO LO co :3 CD 0 CN M 4-J V_ < 4_j 0 72 Lo ce) 0 0) 04 a LO LO C%4 04 E a C.0 LID 0 z M z E E I M 0 0 Q _j 'a 16 < 0 1 CD _j JOB NO: 23-06142 SCALE : AS NOTED SHEET NO. SS