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Cn -3r- L0 00 CD �0 L0 LO 01 !e L0 L0 L0 2 to L0 Ez CN 11 x44 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER F-1x4 1/2" DRYWALL F DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL F TO PRODUCT P.T P.T. TO PRODUCT APPROVAL FOR CONN. ;c APPROVAL FOR CONN. APPROVAL FOR CON)N. 1 x4 P.T. x4 E X 4 E FURRING 3-1/4" LONG X 3/16' 10 1:1 E I 0 FURRING 3/16"0 X 3" LONG TAPCONS FURRING x (2) ROWS 3/16" 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16- , O.�. & 4" 2X8 LL11X8 BLOCK@ SPACING 111 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH ENDw/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1x8 wl (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. - STAGGERED @ 12" O.C. -3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. N. 1 x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F L TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. /1 2x8 P.T. wl (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" F1 x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1 x4 TAPCON @ 16" O.C. & — L END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ L 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4"TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR I SCRIBE (NOTCH) POLY -CELL IN THIS ARE7A � R BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS 6C BRACE/BLKG 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 11-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. �S INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT IN 0 2-4' SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B,. ON *T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL ""-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL K'K SCALE: N.T.S. � �S - SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --_2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" U."191TA 111 *0 PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4'MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK .1 ±5 A NOTCH WEB AT L\ FIRST 2 COURSI APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) — 8d NAILS D JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24' O.C. 4'-0" MAX SEE PLAN 9YA _qVP IQ MPUT IRAATrH TPHQz r)i:PTW NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4Y." WOOD SCREWS @ 16- O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2' TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" = V-0" \ S S-,) GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. 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 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 1 4' WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) PEl OCCURS #5 CONT. TOP & MID IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3"COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6-1)" OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL A REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. . . . . . . . . . . . . . . SEALANT A PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MI LAP) GRADE 1> G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N V REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 11CSEALANT SEE GLASS BLOCK INSTALLATION NOTES. cli TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL lo (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 R1 60 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN, (2-STORY) WITH MIN. 3" COVER EA. WAY 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 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. 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" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN 41*# UNACCEPTABLE INSTALLTION *41#* DO NOT DO THIS 2"x BOT. PLATE W1 (2) 10d @ 6- O.C.. #5 REBAR (TYPj �R 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 1 Od @ TRUSS VERT. WEB 4% NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL No FIRST COURSE Tc*�� SIMPSON HGAM1 OKTA @ 12" O.C. wl (4) 1/411/2" SDS SCREWS 41% THE :S INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION � �H RETROFIT FOR MISSING EMBEDDED STRAP SCA7E7N T.S. � Ss SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.— SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE I BELOW V2x SUB FASCIA T ALUM DRIP EDGE ALUM FASCIA BRG WALL TYPE PER PLAN 1-14" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT nrvlmr, mT 9 a MAII rm "Tn . lldVA 11 il=n CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING wl 2-12d NAILS CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. F1 G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL.097" DIA. @ 24" O.C. wl 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (--) FOR ALUMINUM SOFFITS �IITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 0 TRUSS AS SHOWN FOR O.H. UP TO 7-16" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. + + (2)10dNAILS 8"O.C. + + TO TRUSS TOP CHORD + + PLYWOOD SHEATHING BLOCKING AS TRUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP L EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL *4 ER SOFTIT S11- J_-N SEE ELEVATION FOR OVER HANG (MAX. 4' _0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" Ill, SS -qr-[= -qWF:;:T N) ANn SIMPSON HTT4 w/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MIq., MSTAM STRAP Q('Al r-A I — — I — z 0 U) U_ 0 LU 0 U) FILL 1 St 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR I I FURTHER INSTRUCTION— OVERHANG� RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4"TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. 11-011 51-011 #5 BAR 1-0"�A. CENTERED W/ V011 IN TOP KNOCKOUT/ CHAIR BLOCK MONO FOOTING I'S SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT STANDARD go. 00 #5 BAR IN H K 04 FILLED CELL[ J Sk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I i EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. (2) #5x6'IN CONC. FILLED CELL 0 4- SAW CUT SECTION SCALE: N.T.S. 1C= CM C= CD a_ Z 01 15 ct -cc C14 r 3� nu co fu V) CL E C"L r F I I000 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 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 8 6 0 U) A, — 813 ru-1 Z to 0=) CN CD M r ct, _j Lu _1 L� w �: Z = -0 CL �e cc q w C" a 0 W z L M OD 0 _j < 0 z LLI 00 0 < C, W 4.-J LU C U 0 9 Ln V) I- U) not, U LU E 8 ji� .2 U9 0 C. 144 CAD z C13 C13 ao z E E 0 C, 0. C::, E 00 0 to A? ITT z 0 0M z " (IJ �z ZO < 8 2< �z �z 0 Cl> lu, I � 0 t < 0 0§1 C) (0 _j < 0 M co j .2 co L_ 4- LO < 4-d 4_j 0 U) Cn 4— CY) co C'4 C:) Lr) 00 Lr) 04 LO (=) cle) 00 It r d) E CV) z E E 0 0 < _j JOB NO: 23-00516 SCALE : AS NOTED SHEET NO. SS