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"RYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER ( UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX.8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. x4 X ff ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO y( BOTTOM PLATE W/ 8d @ 4" 3-1/4" LONG X 3/16"� FURRING 3/16"� X 3" LONGFURRING (2) ROWS 3/16" x 3-1/2' FURRING TAPCONS #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" 2X8T TAPCON. INTO STAGGERED 16" °Q (TYP,) BLOCK@ SPACING x.. FROM EACH END w/ MIN. 1X8 �� O.C. 2-ROWS INTO 2 EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL • STD. 90 HOOK 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3�� DETAIL (TYP.) STD. 90^ ` /� @ TOP & BTTM CHORD, AND (8) lx4 P.T. & ix8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) r FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT 1-71r METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB REFER EACH END W/ MIN. TO PRODUCT LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONDI N. jj�j 2x8 P.T. w/ (2) ROWS 3/16" ' ` JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" L J x 3-1/2" TAPCON @ 16" 1x4 O O.C. & 4" FROM EACH ^ FURRING TAPCON @ 16" O.C. & END w/ MIN. 2"EDGE DIST. 4" FROM EACH END w/ +2„ NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 2x8 P.T. ATTACH SECOND PLY w/ ' w/ (4)114x1 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" TITEN INTO K.O. BLOCK 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ±5^ FIRST 2 COURSES 'L ` L BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 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 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" �. SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND d 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PR BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1l2"SDS SEE NOTE 1SELOE1SNIGN ♦ d 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * 7- 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 . ` 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE -- ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4" RIM PAINTED ... w. .r'. ♦;. FURTHER INSTRUCTIONS. ° ♦♦;•' SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24 O.C. ... OVERRAN • .. CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER L ,. . N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT . 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR () PROVIDE TAPCON WITHIN ARCH FACES W410d NAILS THRU OSB INTO 2 x 8 CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 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 START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'Y? WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. — 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL i MIN. 4" EMBEDMENT AT 16" O.C. LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 12 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FIL 1'-0" 5'-O" SCALE: N.T.S. 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 PLAN 2x6 #2 SYP @ 24" O.C. I - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4 x 31/4 TAPCON (1 1/4 MIN. ROOF SHEATHING ATTACHED i PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE @ , ° 0 ° ' 4 EMBEDMENT INTO K. B-B PER NAILING SCHEDULE ALL ° ° !•• /4" MAX 2t 8„ STRUCTURAL SOFFIT • #5 BAR '; °-0" • P * CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON SF01 .' ► e : IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS ► e ' o ' KNOCKOUT / iv 8d NAILS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER ► •� : 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 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY J LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 %, e e CLEAN FILL W 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 ? z TO BE INSTALLED 4'-0" MAX SEE PLAN 2 O TRUSS AS SHOWN FOR O.H. UP TO 2-6 " x VFRhA * F o °HO BUILT UP PLWD. BUCK - DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. > • iv ffTANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + �FMGT (2)10d NAILS @ 8" O.C. h #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%' WOOD + + TO TRUSS TOP CHORD FILLED CELL 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 + + 't V . . L.. . . e N. ' ' 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 Lo �, �• f �• �, �, s• 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-B ARCH DETAIL DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" SS TRUSS + + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP O . 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. 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 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 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.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") �. #5x6' EMBEDDED INTO EXISTING BOND BEAM MAY 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 z 10Z3 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 (EVERY OTHER WITH MIN. 3" COVER 6'-0" SCALE: 3/4" =1'-0" SS O FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O 0 SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL e X , ° ° wCL A REINFORCING AS FOLLOWS: SEALANT o FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO Q 'L CL Virtual Review Assist, Inc. * PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. e 5l8" DIA. ALL THREAD ROD g # Plans Review completed and a oved * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ o , "SET" EPDXIED w/ SIMPSON SET a O ? fins compliance with the 2020 FBC t �' EXISTING FOOTING FF * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6 EMBEDMENT & ¢ co by Debra Anne Klahr 2 �LLED CELL SMOOTH. DO NO FURROW. e > 3 MIN. EDGE DISTANCE N DRILL 3/4"x5"MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT00, GRADE n. . t, SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M 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. r g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT e ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \01 ° (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 SE CTIO N 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. 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" =1'-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" .,•, iit�110118Ed �kU `SIN i FI.0' '• `v �•` ��`ROFESSIO;� ��,,��• 11011111111111 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. E N o $8 CRI V Go G �°? Iii 5Lo a% 0M 0� % LL � LL LL 0 W w w a Z @ °�13 _ o- oc'@C` 0 ILW��OiOi Z � N Z m w ¢ r N OU = W y ❑ ❑ Z N M O z ! ti) Z n a' W N N z S �4-J N LU E V o A 0 w g �N W_ J ¢ N M o M J o Z Z 11 o wo >ry k® E E V Wo i z oa H rt) g O X �� U O DU o Q Z co N CO �� pS wz �� co ro c � C QO �a � U W i mo 2 Z m J wm <w aw �o $ Mw W 3 02 g � G m N0 =r s wa ;o cv, �O >M � M IUD CO Lf) M .-. a N LC) Q �' � N U) Co N O Ln LL Y I� co N O LO N Q 0) N ,— E In z f0 z E _ ! T D M cc a U _j Q p JOB NO: 23-00514 SCALE : AS NOTED SHEET NO. SS