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I! I I ! 'Y14V,�H�IRV 3 m r- N 0 cc it aci 0 S 0 O J M LO 0 O J rn L0 I i z 0 0 3 t- 0 0 0 3 <R 11 2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL ( DOOR JAMB (REFER 1/2" DRYWALL DOOR JAMB (REFE;tt UNACCEPTABLE INSTALLTION MAX. 8 , P.T. TO PRODUCT TO PRODUCT P T TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS ♦ ' 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. APPROVAL FOR C APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR P, (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" x4 P.T.AND 3-1/4 LONG X 3/16 1 FURRING 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCONS #5 REBAR NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16 O.C. & 4 2X8 STAGGERED @ 16"x.. (TYP,) FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING 11 O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 11 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 11 3 DETAIL D. 90° HOOK (TYP.) ` STD. 90^ 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH CELDLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONK. 1x4 NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ♦ JOIST TYPICAL x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" 1x4 O.C. & 4" FROM EACH .. FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2'L No TC @ FIRST COURSE ' - SIMPSON 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 I ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL NOTCH WEB AT THE ' +5A FIRST 2 COURSES ` TITEN INTO BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PERFOUNDATION 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 A_A UPLIFT CAPACITY = 805 # FOR 1 STRAP SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX =1610 #FOR 2 STRAPS SEE NOTE 1 BELOW 7. FILL 1st 4 COURSES SOLID WlGROUT R 2 -0" 8" 1 X 4 FURRING SOLID BLKG TOP OP BTWN. 1/4" x 3 1/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"xl 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 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 LEAVE A CUT OUT IN O.S.B. ON THE PER PLAN 2x SUB FASCIA BRACE(S) 2 x 8 BRACE/ INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM 2x2 #2 P.T. MIN, FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HB. FOR 7NH FASTENED PER NOTE CONTACT ENGINEER OF RECORD FOR ' ' SCRIBE (NOTCH) POLYS AREA 2 x 8 45 DIAGONAL BRACE AT EA. 2 BELOW CONT VENTED OR SOLID SOFFIT FURTHER INSTRUCTIONS. �� •� • BACKSIDE TO FIT ARCH (4NTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP OVERRAN .;.CONNECT W/ 8d NAILS B BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS2 N.T.S. w/ 3-12d NAILS, TYP. x 4 SOLID BLKG. FULL ALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ( ARCH FACES W (4) 10d NAILS THRU OSINTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED INTO ARCH BLKG. PER DETAILS A TAPCON PER OR THRU 4" MIN. OF BRACE ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING INSTALLATION -A PROVIDE WDW. INSTALLATION DETAILS 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 4W' WOOD ) () 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL - CMU w/ 3/16"x3" TITEN2 16" O.C. @ ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE INSTALLATION 1-O° 5r-O° MIN. 4" EMBEDMENT AT 16" O.C. [F] (PA) GUIDE SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY STRUCTURAL SOFFIT TRUSS COMPANY OR PLANF 2x6 #2 SYP @ 24" O.C. SFO 1 SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS >1'-4" INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED REV. 03.26.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" • , EMBEDMENT INTO K. B-B /4 MAX ) PER NAILING SCHEDULE ALL MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > 1'-0" SHALL HAVE MID u ! O • • • ° ' • • • ; • ! • • • #5 BAR 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i BLOCKING PER R704.2.1 *REFER � ' '• • 1.0" •. D ° CENTERED W/ V ` ° '' 2 BLKG. & BUCK 10 w/ H2.5A 2X6 TO 2X4 ( ) TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* .:' +� IN TOP o • 1 X 4 FURRING Sd NAILS KNOCKOUT / N CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE E x CONT. W/ NSIZE d ' MONO FOOTINGy •A• ':' ' ' '° x (3) AND REINF. PER PLAN -- VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY AND SECTION DETAILS -I 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. ' 2 X 4 #2 SYP SCAB TO SIDE OF .► • DIRT • � � Z IN TO BE STALLED 4'-0" MAX SEE PLAN TRUSS SHOWN FOR O.H. UP TO 2 -6 r 2X O� g • STANDARD o BUILT UP PLWD. BUCK - E LE RHq *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. • 9Y HOOK 04 SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL (NOTCH) 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + ` + + FNGTN (2)1 Od NAILS @ 8" O.C. #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz" WOOD + TO TRUSS TOP CHORD FILLED CELL ��. �., 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAID. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + .: �. . • �. _ ., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING .� V, Lr �, �. �, �. IVV, .. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + �,LOMA Ilk - ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL �( 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 .. s 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 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 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") E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" SECTION @a ROOF EXTENSIONrM #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g'-0° SCALE: 3/4" =1'-0" O 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. COURSE) EXPANSION STRIP 2 w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE M 1 SEE SHEET D2 AN SIMPSON HTT4 w/ (18)10d x THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL :: ° :;: o ; o w a v REINFORCING AS FOLLOWS: =;,.t`::. SEALANT FLOOR PLAN FORD 1/2 NAILS TO STUDS & (1) - MORE INFO � 1A M * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. c e p 5/8 DIA. ALL THREAD ROD J #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EPDXIED w/ SIMPSON "SET" �� EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6 EMBEDMENT & Q _ to 'n FILLED CELL SMOOTH. DO NO FURROW. ° o _ 3 MIN. EDGE DISTANCE ` N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT 00,.I — GRADE o. . 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: 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. r g o 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. 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 A S ECTI O N I) 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 `. MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" RETROFIT FOR MISSING a 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" I I r `�`\``�O 11 101 • V � ; •� . JI:� J VjV U: 0. •�� • 4't !, ••. F LO CIFEss%o "NO Nk rrrmlit�� 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. fA W a E co V .o m § � C0! N �,��Lewa 04 v La. x4n a JLL LL a z 0 rm�* � R I w o� O w � N N m C O J m �j�mrnin Z_ L W a N c,4 Z w C/) O a Q U 5 y O U Z W ❑❑❑ 0 Z N Z U) J o. N z w 0 o (a) 4-J U N w Q A O w 8 N �N c04 .9 'S c� w I c c2o r. Q N a, I� o w =•� log p ZzZ Q J U_ a E E OV z o Wo > < z® oa FT io XU U O o O oQ Z o N E a� a z ¢¢o Ez L ro NC - a ¢p yzz Nm mi o Z fq J < <w z 3 �; 3 > o o z go a z W oLL z �F �_ a � za o3 H > CO m L 'C o O > U r •— W N Q U o O m � L0 co O F. = N 1— N �h O r = L E N M �' Z M z E O a c°� _j ¢ o JOB NO: 21-5013 SCALE : AS NOTED SHEET NO. SS