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Cn T3 a N > v 4= 0 _3 r LO I N Q C 0 cN 0 J ti M I N c 3 a 0 0 i a E E a v C C J y ti an 42 U C U N U 0 i a 0 0 J lZ 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( 4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER141"2X8 UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT CON PROPER INSTALLATION MAX. $ � DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYR) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16" 0 X 3" LONG 2 ROWS 3/16 x 3-1/2FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING ( ) TAPCONSTYP,) 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 TAPCON. INTO TAPCON @ 16" O.C. & STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ M.1X8 BLOCK@ SPACING n DETAIL O.C. 2-ROWS INTO 2"EDGE DIST. ATTACH 1 2x BAND JOIST W/ 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL TD. 90° HOOK (TYP.) STD. 90" ` �i FACE NAIL @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CEFILL SOLID LLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL Q NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT OF TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" •. BOTTOM BAND JOIST TYPICAL APPROVAL FOR CO2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 () O.C. & 4" FROM EACH �. *2','EDGE TAPCON 16" O.C. & FURRING @ END C MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ + NOTC @ FIRST COURSE ' _2 � SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS .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 +.5^ FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 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 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 8" 1 PLY PRE-ENGINEERED TRUSS 1!4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK ° SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS 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 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION °. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN ° CONNECT W/ 8d NAILS BRACE/ BLKG. .. . N.T.S. n' . 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 - ° RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2 -6" 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 4'Y? WOOD ) ( ) * DOUBLE 2x4 SCAB FOR 2'4' TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / (2) 10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. (CENTERED) w/ � k TO TRUSS TOP CHORD °�ERygN M N 4" EMBE EMBEDMENT AT 16" O.C. + LF NOrN 1 r rr -O r 5 -0n SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + AlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > "� /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT °. '° #5 BAR BLOCK HEADER 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i TRUSS + SOFFIT + + o- • ' : . > P • D• 10 • e CENTERED W/ g d 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®s e� 9 K IN TOP o > • ' , KNOCKOUT / ill 8d NAILS EACH TRUSS • a : / _ � •• • CHAIR BLOCK ° 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE MIN. PROVIDE 2x • CONT. W/ s� a CONNECTOR '� MONO FOOTING •D e' • (3) . SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE T 12d NAILS _ BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. 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. ENTER SO IT DIRT z TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'4" MAX SEE PLAN PRECAST LINTELJ A. . STANDARD o SCRIBE NOTCH) BACKSIDE ( 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ;.,A, o 9I HOOK iv #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL -► r 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") `- `- I ` _ . . . - • ., . , • �� INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4 MAX. RAD. WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" , ° "•' , , , , "•' THRU OSB INTO 2 x 8 O.C. �' �• �• � s• � , �• ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B_B ARCH DETAILSTEMWALL rK SECTION @ENTRY L SECTION @ROOF EXTENSION M FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" 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 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. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 1 x 1 SIMPSON2" 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION NAILHTT4 U S - 1/2" NAILS TO STUDS & 1) PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD O "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6.0 EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) STRIP 3 MIN. EDGE DISTANCE w LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION U_ NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o 'u w a A REINFORCING AS FOLLOWS: * SEALANT r T o < a 1 PLACE LOWER HALF F M INT. C 0 0 MORTAR IN BED JOINT. DO NOT FURROW. ,�,k�;, e — — — — I-1T I I Ill I I—�• T� � � #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. " ITf—IT PI I I- - 6 MIN. LAP SPLICE W/ -(2) — — — � g EXISTING FOOTING E S #5x6 IN CONC, * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND R B TOWEL REINFORCING PANEL — — I I �� T�� ¢ cn FILLED CELL SMOOTH. DO NO FURROW. ° , N n DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT—�- GRADE u. .' o SET BAR IN EPDXY .: FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. AP L p A' G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CV Q 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. r . • P . TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ' �_a 4" 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. 01COVER EA. WAY A 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. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP 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" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. i` •�! ✓ �%% O s s � 0 co • ••• ,,,``�® G Y,� �� rPC 9t�aaaaaie' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E co co a O 20 [O Cqi co:,O N MNr N (0 V LL � m V . J W LL rL 13 LJL N M a m p Wa to 0L Z aarn Cao mI m io co '0o Wo04 Z L IL 2E°'rn az N `- p m Boa it O N N Q Z U 0 � Z ❑❑❑ W M � 40 z " � cl-o � z o LL 4 ��l T C%) I g � a r uwa to rti a X c) m ,— m E O B �.. = - ai U o' Y o0 0 em ti o w co N o z Q E o �o os >o =© M §0 ao W° 0 N L a0 ¢ wW W . �z C/i C _ C o o r 0 0 .0 0 W z, 'aW N J m to Cl) C- a 0 o_ wLL z s° N W U 2 A dW w =� '0 o co zIaF ¢ L � rn N 0 = 1T A/ CO LULL co j CN ^ W O L 0 C [�\) vI Al m W N LLB. o • � Z C�1 T 2 T � U)T OM ui w CV ` Lri U') o Z ca Z E 2 CU @ a U _j '0 Q to 0 _ JOB NO: 20-3575 SCALE : AS NOTED SHEET NO. SS