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J_ 1 I', Ir j i i I I till I I I I I - ,'� 1 'III I ` II I I' II rip 1<I71 R 1� I' 7 3 -o w A 0 5L n N t� B 0 0 J O I 12 fN .B.QQ 3 a N i E H C J S C v a z 0 i c 0 tz: N 0 a 0 N n 0 d 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFERNACCEPTABLE t MAX.Mom, INSTALLTION P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. ;, 8 DO NOT DO THIS PROPER INSTALLATION ` ' 2"x BOT. PLATE W/ (2)10d @ 6" O.0 APPROVAL FOR CONN. �i:; APPROVAL FOR CONN.i= �' 1 X 4 1x4 P.T. „ /, lx4 FURRING #5 REBAR (TYP,) -- 3/4" PLYWOOD DECKING GLUED — ATTACHED WALL X BOTTOM PLATE W/ d @ SHEATHING TO 3/16 0 X 3 LONG / FURRING " 3-1/4" LONG X 3116" 0 '% 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 O.C., 2 ROWS STAGGERED , TAPCONS TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" (Np) ` ' I 1x8 P.T. FROM EACH END w! MIN. 1X8BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH „ „ 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3 DETAIL 90° HOOK (TYP.) STD. 90^ ` t�;� 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTHCELLHOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB DOOR JAMB REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 TE: t[B EACH END W/ MIN TO PRODUCT DOOR JAMB (REFERFDL P SHEATHING TO TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. %" "i 2x8 P.T. w/ (2) ROWS 3/16° ' ;APPROVAL ' ` !,ii FOR CONN. '7" ,7' 2 ROWS 3/16" x 3-1/2° x 3-1/2" TAPCON @ 16"1x4IST O TYPICAL O.C. & 4" FROM EACHFURRINTAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ : 2x8 P.T. ATTACH SECOND PLY w/ + " NOTC @ FIRST COURSE ' -2 MPSON HGAMIOKTA 12" O.C. @ w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` =' _ = INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE t5^ FIRST 2 COURSES ` = TITEN INTO K.O. BLOCK — BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc CELL PER j SCALE: N.T.S. FILLED ON PLAN FILLED CELL INSTALLATION KH"� RETROFIT FOR MISSING EMBEDDED STRAP SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0 8 SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE NOTE 1 BELOW 01 1/2" DRYWALL — * SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS I IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA A. 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE ALUM DRIP EDGE BLKG. INSIDE TO ALLOW FOR INSULATION BRACE(S) 2 x 8 BRACE//T 7/16" OSB TO BE INSTALLED ARCH PANEL CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 OR CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. •. •:' .:• ..: . FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL SS NAIL w/ 5/16" HEAD F CHANNEL, DIA. @ 24" O.C. OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT ;. INSTALL WDW. SCREW ANCHOR--" 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) 4 MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) 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 NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL � 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. LISTED IN THE DESIGN CRITERIA ON SHEET SN. SCALE: N.T.S. 12 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-011 5'-011 SS JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT 2x6 #2 SYP @ O.C. PLAN - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK �� SECTION WITH 1/4 x 31/4 TAPCON (1 1/4 MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE . • ' yD B-g EMBEDMENT INTO PER NAILING SCHEDULE ALL - -- - -- - - -- _.___... __. _..__. _ • s /4" MAX .) 2-0 8 SIMPSON STRUCTURAL SOFFIT • ►. #5 R �. ► . . 1-0 • P. + CENTERED W/ 2 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS �+ SFO1 p ° , 1 X 4 FURRING BLKG. &BUCK H2.5Aw/ 10 2X6 TO 2X4 ( ) SCALE: 3/4" = 1'-O" (**) FOR ALUMINUM SOFFITS WITH SPANS • ► • • ° ' • � '� IN TOP b 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER KNOCKOUT / c� 8d NAILS @ 8" O.C. AT BUCK THE SOFFIT FL PA INSTALLATION CRITERIA :; ° CHAIR BLOCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2xDETAILS.*- REFER TO THE PRODUCT APPROVAL FOR INSTALLATION D ' MONO FOOTING E B PROVIDE 2 x 8 DIAG. BRACE PROVIDE 2 MIN. () CONT. / CO W 3 .f► •'►• VERT. BRACES WHEN HGT. OF --�— TAPCON AT EA. SIDE 12d NAILS ' SIZE AND REINF. PER PLAN - BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY 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. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT a z TO BE INSTALLED 4'-0" MAX SEE PLAN ? TRUSS AS SHOWN FOR O.H. UP TO 2'-6" x OVFRN ° BUILT UP PLWD. BUCK- * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. q •: • STANDARD o (NOTCH) BACKSIDO E 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + G�F/VOTy _ (2)10d NAILS @ 8" O.C. #5 BAR IN 90 HOOK TSCRIBE FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4% WOOD + TO TRUSS TOP CHORD + FILLED CELL - o - - � • � • • 8d NAILS 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 + + • , • .: . . b. . ., .: ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING .► , , , , , THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + �; �• �, s• �, �• �, �, �• ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K DESIGNED ONLY FOR THE SECTION ENTRY L + BLOCKING AS STEMWALL FOOTING SIZE AND B-B SCALE: N.T.S. SS INSTALLATION OF SHINGLE „ _ SCALE: 3/4 -1-0 TRUSS + + REQUIRED TO REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS + SUPPORT SOFFIT 2X4 SYP ... SCALE: 3/4" =1'-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 L' � CONNECTOR �• CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE LINTEL 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 ENTER SO IT DRILL 3/4"x5" 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 TYPE "S" OR "N". 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 TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SEE ELEVATION 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 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) #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSION M } #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SCALE: 3/4" = V-0" CD SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP 2 u- 'U NON SHRINK GROUT. 1 SEE SHEET D2 AND SIMPSON HTT4 w! (18)10d x THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ';; : o e ' P , 0 a c� A REINFORCING AS FOLLOWS: N FOR a 1 SEALANT F MORTAR IN BED JOINT. DO NOT FURROW. PLACE LOWER HALF 0? o e p 1/2" NAILS TO STUDS & (1) - MOREFLOOINFO 5/8 DIA. ALL THREAD ROD U_ g * PRESS PANEL REINFORCING INTO PLACE. `` 6" MIN. LAP SPLICE W! o' EPDXIED w/ SIMPSON "SET" 1 #5x6' EMBEDDED INTO U z EXISTING FOOTING * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & a - (2) #5x6' IN CONC. SMOOTH. DO NO FURROW. v ° 3" MIN. EDGE DISTANCE Lo FILLED CELL N e DRILL 3/4 x5 MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. ' SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p e ,^; O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° „ ip Cl) REMAIN FREE OF MORTAR. z 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 ° ° 4" 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) A SECTION t) 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. 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. �`'0 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-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" N cv a 3 W O c m v -o m ac o. o 3 w c � 3 � 3 �. cc CD -0 =d=c fR C C �o a� 0 3 N SE CIA N° 4 0 R�09 ,., •,. r'''i„�OFFSSIONPN\ �ryllJ/l!I I Ik��11��E0 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. g cnS 0 o CO N cow 4, � CIInn� J 225s 9Jk LL C J 5 Li LL S Z 0 _j W d —vim a x W _0 ' 1tlNz O1 m Z ILW w LO NZ d ZN O U � W 0 ❑❑ z a Q v m Q) U o a--+ r V g )C N I /v�I 0 1 COV% 'LJJ � e r s U c � 0 S' S CD o co �W M i o z LJL E Wo 7� z O F`Ofu R� _00 ° O E N �< a� �o D X� rcw � m0 • t0 CO C z Y U O Z Oz Z (� v J Nm ° QW z VJ a o W o� LL U a N W w c� co a J E ID >M rn �a co (0 r C:) f T' � � Y r m LO 04 N LO N n ui ' M C`V � o Z z r E QC EB - ci JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. SS