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C71 t2 C) C'4 CD C' 1 4 C=) (If q) C14 C> C14 =0 C14 C14 6 0- E E 0 2 15 C, 2 C1. E .2 t5 C> C14 0 C14 Co C/) 1X4 1 x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL F 4%# UNACCEPTABLE INSTALLTION 40 DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT F P.T. F TO PRODUCT PROPER INSTALLATION MAX. 8" DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. E X/ APPROVAL FOR CONN. APPROVAL FOR CONN. X 4 APPROVAL FOR CONN. x4 TF #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO )T/1 x4 P.T- 3/16"0 X 3" LONG FURRING FURRING FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 TAPCONS TAPCON @ 16" O.C. &114"2X8 TAPCON. INTO (TYP,) STAGGERED @ 16" m 1 Y2 BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 4 PER MANUFACTURE 1" DETAIL 2" EDGE DIST. ATTACH MASONRYTHROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 90- HOOK (TYP.) STD. 90^ 41%* 2x BAND JOIST W/ FACE NAIL 1 Od @ 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 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT JLJI METAL SEAT PLATE O.C. & 4" FROM D OOR JAMB (REFER 1/2" DRYWALL 1/2" DI NOTE: N. 1 x4 APPROVAL FOR CONN. 1x EACH END W/ MIN, TO PRODUCT 4 E -1 ILV LAP SHEATHING TO DOOR JAMB (REFER APPROVAL FOR CONN. 2"EDGE Dl,,:S- �j 6". TO PRODUCT 2" EDGE DIST. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16' 1x4 O.C. & 4" FROM EACH O.C. & FURRING TAPCON @16 END w/ MIN. 2" EDGE DIST. DIST 4" FROM EACH END wl L 2x8 P.T. ATTACH SECOND PLY w/ W/ 4111� 'MWEB 0) FIRST COURSE NOTC SIMPSON HGAM 1 OKTA @ 12 O.C. w/ (4) 1/4xl 1/2" SDS SCREWS 'n r MIN. 2" EDGE DIST. X8 x P.T. AS REQ'D (2) ROWS 10dx3" 2x 2 P T A" INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. STAGGERED @ 12" O.C. 2x DETAIL 2 1/4" DETAIL 3-1/4" DETAIL NOTCH WEB AT THE ±5" FIRST 2 COURSES BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS� �CC LED CELL PER �H FOUNDATION PLAN FILLED CELL INSTALLATION � RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.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 A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN. = 1610 # FOR 2 STRAPS SEE NOTE 1 BELOW FILL 1 st 4 COURSES SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX 2- 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS ARCH BLKG. & BUCK BLOCK HEADER Z SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS 1/2" DRYWALL SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (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 INTO A CUT OUT IN O.S.B. ON THE PER PLAN 2x SUB FASCIA BLKG BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM 2x2 #2 P.T. MIN, FOR OVERHANGS BETWEEN OVER 1 1/2" i BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR IN THIS AREA POLY CELL IN �H jS AREA 2 x 8 45 DrAGONAL BRACE AT EA. FASTENED PER NOTE 2 BELOW L CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. � 1. . . ... ... ... Al -CELL SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS CONT VENTED OR SOLID SOFFIT L . — I n I td all 0 INTr) , e ) v Sz BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONT 2x4 NAILED TO -1 9x BLOCKING NAILED TO TOP OVERHAN A CONNECT W/ 8d NAILS BRACE/ BLKG. BLOCKING w/ 2-12d NAILS CHORD EVERY OTHER TRUSS \-PROVIDE N.T.S. w/ 3-12d NAILS, TYP. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR-' ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 TAPCON WITHIN 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING INSTALLATION DETAILS A -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 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: FNOTE FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 77771 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 wl 0.148"x 3 1/4" @ 16" O.C. ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE 11-0" 51-011 SCALE: N.T.S. 1�11 �S 12 L , 11 JACK TRUSS PROVIDED BY SEE STRUCTURAL SOFFIT I I TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. SF01 SCALE: 3/4" = V-0" (--) FOR SOFFITS V-4" & GREATER & OlLf IN ISH FLOQ 3 2 x 8 BUCK - CONNECT TO BLOCK SECTION ROOF SHEATHING ATTACHED REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS A . =Kj= F WITH 1/4" x 3 1/4" TAPCON (11/4' MIN. B-B PER NAILING SCHEDULE LL THAN V-4" MID BLOCKING NOT REQUIRED __--#5 EMBEDMEN /4" MAX 2-4- 8" *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* A , A 1110 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON . .0" V CENTERED W/ IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2 X 4 #2 SYP SCAB TO SIDE OF A 9 KNOCKOUT/ N TRUSS AS SHOWN FOR O.H. UP TO 2'-6" CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. A 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2x r 0 (2) 10d NAILS @ 8" O.C. % MONO FOOTING 11 A. PROVIDE 2 x 8 DIAG. BRACE BTVVN,\ PROVIDE (2) MIN. : CONT. W/ (3) 4 TO TRUSS TOP CHORD — I C_ - . . SIZE AND REINF. PER PLAN E VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK WITHIN 4" 12d NAILS + + �AtQ r + PLYWOOD SHEATHING AND SECTION DETAILS - - BRACE EXCEEDS 24" - (1) JACK TRUSS PROVIDED By—/ + S B ON T LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 + + CLEAN FILL A 2 x 8 VERT. BRACE(S) )0 1��ULATION INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. + + .0. . DIRT TO BE INSTALLED 00, 00, + BLOCKING AS 4'-0" MAX SEE PLAN + REQUIRED A. . CD BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + TO SUPPORT ffTANDARD i gy HOOK #5 BAR IN TO FIT ARCH CONNECT W/ !::I NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y2' 'WOOD TRUSS + + SOFFIT + FILLED CELL 8d NAILS �-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4'MAX. RAD' SHED ROOF ENDS TO BE SCREWS @ 16- O.C. MAX. OR IF MASONRY 2X4 Syp % 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" EACH TRUSS 273ta= !k THRU OSB INTO 2 x 8 _'N� SHALL NOT BE FRAMED AS O.C. '\\— ANCHOR INTO ARCH BLKG. rK HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL DESIGNED ONLY FOR THE SECTION Q ENTRY rL CONNECTOR REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. �, INSTALLATION OF SHINGLE SCALE: 3/4" V-0" 1\ SECTION DETAILS �S I AND METAL ROOF FINISH �S SEE LINTEL SCALE: 3/4" = V-0" I SCHED. GLASS BLOCK INSTALLATION NOTES ENTER SOOIT 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 CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. PRECAST LINTEL IS% B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EE ELEVATION EXTENDS TO SILL. FOR OVER HANG EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR -(MAX. 4'-0") L�1� D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL lu� DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE "S" "N't. EXPANSION STRIP SECTION Q ROOF EXTEN SION rM EPDXY CAP TO PREVENT LEAKAGE . LACE TYPE OR STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION (P A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SCALE: 3/4" V-0" S 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 W M AT PERIMETER 1/ COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 (1) #5 BARS CONT. - WHERE THIS CONDITION #5x6'EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) - OCCURS TOP WITH MIN. 3" SEE SHEET D2 AND z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 61-01, SIMPSON HTT4 w/ (18) 10d x 1 FLOOR PLAN FOR 0 U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 1/2" NAILS TO STUDS & (1) - A MORE INFO < M 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 %4 5/8" DIA. ALL THREAD ROD U_ 0 9 NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL EPDXIED w/ SIMPSON "SET" Uj rA REINFORCING AS FOLLOWS: EPDXY MIN. 6" EMBEDMENT & PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. .�:, SEALANT .. 3" MIN. EDGE DISTANCE ;� a_ F- :5 k #5x6'EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. i" MIN. LAP SPLICE W/ EXISTING FOOTING (2) #5x6'IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL CO FILLED CELL SMOOTH. DO NO FURROW. 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 G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: C14 REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. <SEALANT z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ot, TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE a SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL t'. \\�(2) #5 REBAR. MIN. T' 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. 01 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 MSTAM STRAP FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. I I SCALE: 3/4" = V-0" 1 6 Z::� CD. C�! to C14 C:) \,EWKO!vn fit Luz A 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 Engineer's signature and seal. W E it 0 (D 0 q 'o 4t Lu 1-4 cl U_ �LUI Q ca LL LL _j U, 0 z 0 C 9 W W 0 CP :e M < z LL OD z L0 M —1 cr D 0 < 04 Ci (.) < z W <C U) Ln CD Cz Q) cf3 0 V) V) CL_ U) E ca d 00 1 14 <3� 0 C13 Cl> 0 z z < E 0 < 0 E U CU r6 c,:) E 5R '. �0 U0 .. 0, W, �z 0. Q) MW U C> CD C.0 0. 0 031 0 2 C:) > M t: 00 0 0 11, > a) CN > C:) 0 C.0 M C 0 rl�l E 1- 04 CU C:) U-) 04 LO T 00 C14 0) . . "t CD (D E CY) 0 z C5 z E CD Ca CL E 0 0 _j 2 'a M < 0 (D _j 30B NO: 21-2029 SCALE : AS NOTED SHEET NO. SS