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0� -3r- LO r- Lr) C14 C=) LO C14 C) co C14 to CD E E 0 T 7 r2 0 16 E! 0 C-1) 20 C-1 9 0 15 M 15 r 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL 11 X44 1/2" DRYWALL DOOR JAMB (REFER I L F F 41## UNACCEPTABLE INSTALLTION 00 [—lx4 DOOR JAMB (REFER P. Til TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX. 8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W1 (2) 1 Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. X 4 x4 #5 REBAR (TYP) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" #5 REBAR AND NAILED W/ 8d COMMON @ 6" O,C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON @ 16" O.C. & 4" TAPCON. INTO 2X8 LL11X8 STAGGERED @ 16" (TYP,) *41** 000 BLOCK@ SPACING 1x8 P.T. FROM EACH ENDw/ MIN. PER MANUFACTURE 1" DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 41 90- HOOK 2x BAND JOIST W1 FACE NAIL 10d MASONRYTHROUGH 1-1/211 DETAIL 1x8 w/ (2) ROWS 8d NAL S 3" DETAIL (TYP.) STD. 90' . t];� @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.0 FILL SOLID HOOK (TYP.) BOTH CELLS *401. FACE NAILS 1 Old @ TRUSS VERT. V�N WEB /16" x 3 -1/2" 1x4 P3. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT 4% EIL:111 L :j/ ME- O.C. & 4" FROM DOOR JAMB (REFER 112"DI 1/2" DRYWALL C NOTE: N. 1X4 APPROVAL FOR CONN. 1x4 DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT Lil Y/ LAP SHEATHING TO bu D0 N.4 6". 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16' TO PRODUCT �j 00 JOIST TYPICAL x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 )OZ"ED(,3E 7 4% TAPCON @ 16" O.C. & FURRING END w/ MIN. 2" EDGE DIST. IST D / 4" FROM EACH END w/ L2x8 P.T. ATTACH SECOND PLY w/ PIP \— NOTCN FIRST COURSE —±-2-L \—SIMPSON HGAM1 OKTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2X8 77 INTO BAND JOIST & (4) 1/4"x2 3/4` TITEN INTO STAGGERED @ 12" O.C. 3-1/4" DETAIL 2x DETAIL 2 1/4" DETAIL NOTCH WEB AT THE ±5-' FIRST 2 COURSES 000 — K.O. BLOCK 0* 41k* Al BUILDOUT 0 OVER SIZE DOOR -WINDOW ROUGH OPENINGS(CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP- SCALE: N.T.S. �s SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T,S. ��S� 2x8 P.T. BUCK -CONNECT TO BLOCK — SECTION A -A UPLIFT CAPACITY 805 # FOR 1 STRAP SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN W/ 1/4" x 31/4" TAPCON (111/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1610 # FOR 2 STRAPS SEE NOTE 1 BELOW /—FILL 1st4 COURSES SOLID WIGROUT Ir 2- 81' 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS 1/2" DRYWALL CREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2w/(�16)'16d ALUM DRIP EDGE 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #) BRG WALL TYPE 2 x 8 45-' DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S,B. ON THE PER PLAN 2x SUB FASCIA PER PLAN BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM 2x2 #2 P.T. MIN, PT M =n P�=R T FASTENED PER NOTE IT FOR OVERHANGS BETWEEN OVER 1 1/2" 1. CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) ---2 x 8 45 DrAGONAL BRACE AT EA. 2 BELOW L CONT VENTED OR SOLID SOFFIT L FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH 1 (4) 1 Old NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END RETROFIT TRUSS DETAIL CONT 2x4 NAILED TO — 2x BLOCKING NAILED TO TOP OVERHAN 4 . CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS \—PROVIDE N.T.& w/ 3-12d NAILS, TYP. INSTALL WDW. SCREW ANCHO x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT, (MATCH TRUSS DEPTH LISTED IN THE DESIGN CRITERIA ON SHEET SN. FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 41/2" WOOD 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL CMU w/ 3" LONG T-NAILS @ 24" O.C. 4'MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ WOOD w/ 0.148"x 3 1/4" @ 16" O.C. ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. SECURE J-CHANNEL SECURED w/ 7/8" ROOFING NAIL (TYP.) 48" O.C. 1-011 1 51-011 SCALE: N.T.S. SS 12 SOFFIT PANEL ATTACHED AT 2X2 BATTEN & 2X FASCIA wl 3/4" X 1/4" L 6 JACK TRUSS PROVIDED BY SEE CROWN STAPLE OR 3/8" X 3/8" STAPLE LOCATE (1) AT EA. GROVE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. 3. [F] CHANNEL APPLICATION: MASONRY; SECURE [F] CHANNEL TO MASONRY w/ T-NAIL OR A(--,f INISH FLOQ 2 x 8 BUCK - CONNECT TO BLOCK SECTION STUB NAIL.097" DIA. @ 24" O.C. w/ 5/8" EMBEDMENT INTO STRUCTURAL I % WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. B-B ROOF SHEATHING ATTACHED WALL 0 K,) EMBEDMENT INTO K.) PER NAILING SCHEDULE LL WOOD FRAMING; SECURE [F] CHANNEL TO FRAMING w/ 3/4" X 1/4" CROWN /4" MAX 21-0" 8" 2-4 STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INTO STRUCTURAL WALL 1 #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON SOFFIT PANEL ATTACHED AT 2X FASCIA w/ 3/4" X 1/4" 1.0" V CENTERED W/ 2 BLKG. & BUCK 2X6 TO 2X4 H2. 5A w/ (10) CROWN STAPLE OR 3/8" X 3/8" STAPLE LOCATE (1) AT EA. GROVE IN TOP C? 1 X 4 FURRING 8d NAILS KNOCKOUT/ N STRUCTURAL SOFFIT 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2x SFO (—) FOR SOFFITS V-4" & GREATER SCALE: 3/4" = V-0" % MONO FOOTING PROVIDE 2 8 DIAG. BRACE BTW*-" PROVIDE (2) MIN. CONT. W/ REV. 03.22.2021 BLOCKING REQUIRED, FOR SOFFITS LESS E x (3) A SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS THAN V-4" MID BLOCKING NOT REQUIRED BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY—/ *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 A 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 z 4'-0" MAX SEE PLAN 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" STANDARD BUILT UP PLWD. BUCK - DOUBLE 2x4 SCAB FOR T-16" TO 4'-0" O.H. SCRIBE (NOTCH) BACKSIDE 7/16"OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + 48A,__ (2) 10d NAILS @ 8" O.C. + + #5 BAR IN 90r HOOK cli TO FIT ARCH CONNECT W/ '1__2 START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + TO TRUSS TOP CHORD FILLED CEL 8d NAILS x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4'MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + L L L, V I., INSTALL WDW, SCREW------------- BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQU GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" + + PLYWOOD SHEATHING L V-1 :1 ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + 211k PER INSTALLATION DETAILS B-B ARCH DETAIL rK HIP. SECTION @ ENTRY rL DESIGNED ONLY FOR THE + BLOCKING AS STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. INSTALLATION OF SHINGLE — SCALE: 3/4" V-0" TRUSS + REQUIRED TO %� + + MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH �S SUPPORT SOFFIT + 2X4 SYP 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONNECTOR CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TOJAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE LINTEL 7' 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 IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 118". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL —J A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL Ilk SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 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 FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX, 4' _0") E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS SECTION @ ROOF EXTENSION rM z #5x6'EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6-01' I SCALE: 3/4" = V-0" �,Ls� Cn < FILL CELL FULL HEIGHT W/ 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 /,,-F. 2 U_ LU NON SHRINK GROUT. SEE SHEET D2 AND SIMPSON HTr4w/(18)10dxl THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL t> 0 2 LU 0 A REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT I �_ I I Mr. FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO PRESS PANEL REINFORCING INTO PLACE. k EE EE r 518" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" #5x6'EMBEDDED INTO 6" MIN. LAP SPLICE W/ EPDXY MIN. 6"EMBEDMENT & EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL (n M FILLED CELL SMOOTH. DO NO FURROW. �7, F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE 3" MIN. EDGE DISTANCE C14 DRILL 3/4"x5" MIN. HOLE 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 7 C\1 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. C,4 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. MIN. 3" 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. COVER EA. WAY SECTION 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 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. SCALE: 3/4" = V-0" RETROFIT FOR MISSING 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" C14 E�! �_Efto Cn )15C 7p C NO 0 F 12140 S. %b To the best of the Engineer's 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 Engineer's signature and seal, W gt E '0 8 u7 0 0 LL LU Uj) L'o Z L� a- 04 0 Q- 2 LL Ly _j =M 9 =0 lo- LU W W 0 2 co z IL TO Z� 0 j co z (if Lo 0 a C14 0 6 z W Z 0 0 Va V) (D C11 Q) �2 4-J 0 C� LLj Lu E 0 U) < C) co af z z U_ ai E 8 R 0 z< zo 0 F M0 00 0< E cli .0 . xz W, ff, 2� z< W, M0 0, Z '02' 15 0 �05 - z <M c::. 0� CD 611 z < C .9 C:) C 00 > 0 0 C: r%, ca 0 (0 U') C,4 00 00 C14 E 0 z W z E ce) C: a. E 0 0 0 _j _0 1�0' < 0 1 _j JOB NO: 21-4276 SCALE : AS NOTED SHEET NO. SS