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LU I i a J vn 0 I av r 0 a N E 0 LZ i Z ` Y Li ZZ 0 a M 0 W 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL MAX. ♦ DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 � P.T. TO PRODUCT TO PRODUCT PROPER INSTALLATION . ♦♦ DO NOT DO THIS UNACCEPTABLE INSTALLTION �� 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. TO PRODUCT APPROVAL FOR CONN. 1 ♦ • APPROVAL FOR CONN. APPROVAL FOR CONN. r X 4 ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16"� X 3" LONG L FURRING E FURRING 3-1/4" LONG X 3/16"0 rFURRING (2) ROWS 3116 x 3-1/2 TAPCONS TAPCON @ 16" O.C. & 4" 2Xg TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1" DETAIL MASONRY THROUGH 1-1 /22" EDGE DIST. ATTACH " DETAIL 1x4 P.T. & 1x8 P.T. 1x8 w/ (2) ROWS 8d"NALS 3" DETAIL STAGGERED @ 12 O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.rx4" DRYWALL DOOR JAMB (REFER*2" EACH END W/ MIN, TO PRODUCT TO PRODUCTDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16' APPROVAL FOR COx 3-1/2" TAPCON @ 16"1x4 (2) ROWS 3/16" x 3-1/2" `"' 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/.. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL #5 REB (TYP:) STD. 90 FILL SOLID HOOK BOTH CELLS Alf 7/ IL NOTCH WEB AT ±5" FIRST 2 COURS ♦♦' #5 REBAR (TYP,) .�1 AR ♦ ♦ �♦S�D. 90° HOOK (TYP.) ♦♦ '�1" 3/4" PLYWOOD DECKING GLUED 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 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �qcFILLEDCELLPER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. 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 A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP 1st4 COURSES W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" ENGINEERED 1 PLY PRE-ENGINEERED SEE ARCH PLAN ANDFILL ,t 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SEE NOTE 1 BELOW SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS 1/2" DRYWALL * 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 CUTOUT IN O.S.B. ON THE ALUM DRIP EDGE ; •• 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 I I ALUM FASCIA BRG WALL TYPE —J-- FOR OVERHANGS BETWEEN OVER 1 1/2" • ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR 2 x 8 45 DIAGONAL BRACE AT EA. I PER PLAN I I 1-3/4" TRIM PAINTED CONTACT FURTHER INSTRUCTIONS. SCRIBE (NOTCH) POLY -CELL IN THIS AREA FACE OF ARCH W/ (3)10d NAILS I I SS NAIL w/ 5/16" HEAD•• F CHANNEL I OVERHANG'�' .•, • . " BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL FASTENED PER I DIA. @ 24" O.C. ,. • CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. NOTE 2 BELOW—L---L CONT VENTED OR SOLID SOFFIT INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 314" 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%" WOOD 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. START OF ARC C. SCREWS @ 16" MAX. OR IF MASONRY WALL O.C. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL � 4' MAX. . RAD USE (1) SIMPSON TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 11- O11 51- Orr SCALE: N.T.S. SS 12 PRODUCT APPROVAL) F CHANNEL FASTENED TO: JACK TRUSS PROVIDED BY SEE - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT TRUSS COMPANY OR PLAN - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2x6 #2 SYP @ 24" O.C. PATTERN 2 x 8 BUCK - CONNECT TO BLOCK SECTION ROOF SHEATHING ATTACHED / - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE EACH GROOVE WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO K.) BE PER NAILING SCHEDULE ALL — . s • • . • • 1 •• : #5 BAR ... ► /4" MAX _ 2 8 STRUCTURAL SOFFIT �. , P • 1011• • . CENTERED RED W/ BLOCK HEADER AT TOP BTWN. ARCH SOLID BLKG. (5)12d NAILS SIMPSON H2.5Aw/ 10 2X6 TO 2X4 ( ) SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS OP �'' • BLKG. & BUCK 1 X 4 FURRING 8d NAILS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER d .'' KNOCKOUT/ ° CHAIR BLOCK THE SOFFIT FL PA INSTALLATION CRITERIA -- 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING •.. PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. C : ' 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—/ • 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 , a z TO BE INSTALLED ,- 0" MAX SEE PLAN ?x OV TRUSS AS SHOWN FOR O.H. UP TO Z-6" STANDARD 4 4 q *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. • 90• HOOK N BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + �FNG (2)10d NAILS @ 8" O.C. Ty #5 BAR IN , -r TO FIT ARCH CONNECT Wl 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) START OF ARC SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + ' • BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16" () + PLYWOOD SHEATHING + .- .• •.- .• • • r .• �.� . �.- .• INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. SHALL NOT BE FRAMED AS O.C. HIP. + + + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B DESIGNED ONLY FOR THE SECTION a@ ENTRY L BLOCKING AS TRUSS + REQUIRED TO REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" SS + + SUPPORT SOFFIT SECTION DETAILS AND METAL ROOF FINISH + SCALE: 34' =1'-0" 2X4 SYP . , . EACH TRUSS NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, GLASS BLOCK INSTALLATION NOTES 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 EXISTING BOND BEAM. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL EPDXY CAP TO PREVENT LEAKAGE 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EXPANSION STRIP PRECAST LINTEL —/ TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR 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 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS #5 CONT. TOP &MID SECTION ROOF EXTENSIONrM z z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3"COVER �� 6-0 SCALE: 3/4" = 1'-0" SS Cn FILL CELL FULL HEIGHT W/ SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP � o NON SHRINK GROUT. SEE SHEET D2 AND LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °' Uj � A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ;: o ° o SIMPSON HTT4 wl (18)10d x 1 FOR FLOOR PLAN 1 REINFORCING AS FOLLOWS: SEALANT 1/2" NAILS TO STUDS & (1) - MORE INFO " a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p° ° _ 5/8" DIA. ALL THREAD ROD v Z #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6"MIN. LAP SPLICE W/ - o o EPDXIED w/ SIMPSON i EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE Cn CIA FILLED CELL SMOOTH. DO NO FURROW. ': is :;'': nTr o 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 O I TAIN UNIFORM JOINT WIDTH. FURROW. MAN 6 MIN. LA P P � G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. g H STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT • a \ 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 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) (2 A SECTION 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 20"MIN. STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN SCALE: N.T.S. GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: N.T.S. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP INSTALLATION OF GLASS BLOCK. SCALE: 3/4" =1'-0" t N to N s t� a, Q c` +: y y r y . � illll 1 �R �VN , N �� P •r- SF- .N . tic a� 0 O W � C . FLOX. �r��s/�O��SSIONry '•�Z0011111111111,00\ N 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 7structuralth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a CD E ,� ono o C-1g N � d� d! y�y 7 u; cQ W cn C', LLW a v a 4 a LL LL a w �o � Z 0 o tM O` W .O� �O'O1 a¢ Z Co Z� Lo O N ULLZ 0aJ ❑vVi 0 z z N z L U � Ow l/'1 �N C d (II C) C M gz � L E ;o s�g >� KR zooa Q O I— 6KU 0. w� OQ 00 Z �h p¢ 0Q � � H Zz zCf) co J H �b >� W U ao ow �~ NLL J g 4 wr Y a zla 3 0 2 O = �L O � c� N co T— a- vj m c� O N O O Ln T M T d M N CIO Z z E N E a; a U 0 v a o c JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. SS