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39911 Harmon Grove Ct
3 v S m rn C) v x 0 J 0 P'o 0 [V Of i a o 0 v x N O O 0 N I i i O L Fes" 0 i d E O 2 t- v J co tl 0 U i 0 CL O v J LZ 0 N 0 0 0 N 0 N N v 0 F m 0 rn cL` cC, �SH NAilOr�..0 INA Vol �U 1t�0AI �A.�.�T �- I;;F EI-P, i.�S C �M��h P� N EXAM — — �l — aF7� a - - — — - _ - - - — — El El E] El E] El D 0 [E] 0 1 ❑ ❑ ❑ M FE]FE❑ El INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS S3 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A. F.F. Above Finished Floor AHU or A.H.U. Air Handier Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh Bookshelf BILK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMP or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Footl Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KS or K.S.KlWall Knee Sp KS or K.. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ SF or S.F. Square Foot (feet) or SQ or Sqq . Square STO Storage SW o S.W. Shear rWall n SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or WIC or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR, Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener VW Welded Wire Fabric (Mesh) S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. OR 2 STORY HOMES H TYPICAL PLAN REVISIONS DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 08-20-15 1.0 NEW BASE PLAN F18M 12-8-15 2.0 ADDED VAULT. CLG . CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineerare not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be reimbursement an approval l byDesigner/Engineer cons12-15-20 notification th ign sig n r/Eng ver.without advanced notification and approval by the Designer/Engineer. advanced Payments will be made in accordance to the terms of the agreement. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR T R EV ESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 1 941 N 0 N % LEI No PE78750 = * • r m :-:0 ST E OF •� . C) 1i31t� 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. N W a n �+ E 'o Nco o ro xt O N c0r J Lu 0 uz), N 0 # LL d d a ajmv LL u- vi W a L tc - cO N co O � (1) IL o cc Q Q ¢ CL k z 04 M Z N ULLW O U �� Z O ❑D❑ w V M z N M o g z Q o Q U) N z c� o ij— M C 0 w o (+ / Of N N !11 J f _0 U o � Q a J wm GO c,3 M J = p 5 z Q L.L Q E ® a ¢ zo p z >ry Q oa ra C O E N mo �a o ao -U o< a z Ww i ¢o rr N @ in O U m� o o� Z ZJ 0 iv CL F o zz go a m F 02 i� o O wa �a a=r- O �' o< ZQ o- U}i 0 `o = > Ln O rn m L � U d' > N Q Y O O 0 (5 Q0 m O T (0 �— = N — C:) O Ur Ln 1 C T E N M cv o z Z E O m c Cc a U v Q p c JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. C S I11111 h I i„,11 i„o L..A,;J ii I I. -- -�— -- - _ —r _ 3 _ Q: m rn CC a� v x 0 0 N I i o: m L � 0 J 0 rn 0 I x rn L Q 0 i E r E 0 _ `o J y tZ 0 U C C U .a a 0 _o J i N 0 ca C N ai Cl- 0 CV 0 CU 0 0 m Cn O 0 v 00 CD 00 N TYP @ 1 STORY A S3 5'-1 A S3 ' OWNER'S SUITE 8'-0" CLG. CARPET T-8" I r G (3) 2x4 #2 SPF w/ / DTT2Z @ BASE I4'-0" 1 I I I I t- C71 = I fn O M 2:12 VAULTED CLG. _ N r co I 612, 'al') 65' - W.I.C. I 8'-0" CLG.Ta TILE CARPET T I rn �Ca 60"x36" N SHOWE FIBERGLASS SURROUND FAMILY RM R 9'-4" CLG. CARPET 2668 HANSON \BOX @ 36" A.F.F. DRYER VENT THRU ROOF &S T-10" I. T-8" BUILDER TO �O PROVIDE W.H. `� APPLIANCE 01 PROTECTION 2'-6" WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. 20'-o- -EDGE OF SLAB 2" BEYOND WALL K S3 I/x�cil L���I 1 ^ R&S --------------- i� 2668 4'-0" 11'-78" 6'-10" N 4'-7" 8'-8" N 5'-4" I i _ - I 5068 B.F. - OPT. I ------------------- -- - REF.rt- BEDROOM 2 PATIO CAFE o I - - - _ .. I .. 8'-0" CLG. VAULT CLG 00 CO 1 CARPET O 0o vi CARPET N U D.W.I 3 z+ a •3 - I *- Q N > U L---� ! SINKw/ ISP L ,� i 21'-2" -- L. 2'- LA 2'- ' - - / i TIDE �� oo _ _ --� --I -- - PANT Y a FLAT CLG. Lh 36 36 - - (p - � AC PAD i' i I - O r 16" DEEP 25-SH EGRESS O 10'-4" r A K S3 (3) 2x4 #2 SPF w/ DTT2Z @ BASE- M r1----------- I I I II I I I I I II I o I I o II °¢ W I O II � I x I I I I II NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN I I FIELDTj�- A- ---- S3 LV L G.T. - 3' A '- 1 K TYP @ 34 GARAGE OPENING OP 3068 I I 1 I I ENTRY 9_4�,CLco �- Zo 10'-10$' I "' _ - 6" j 73, -3" 1 I 8'-0" CLG. I I --- --� -- -- HDR AT T-4" I - - - - - - Tc'o Ole R&S T- --- - ---- 2668 f '- 14'-6" 5-4" co `" I T-6" I 4068 B.F. LO 00 N fn a �� J -- O BEDROOM 3 BEDR OM 4 8'-0" CLG. A, I =W Mx O o CARPET I • .... r CA PET W T ILE1 2" r " 0 10'-42' 2'-4' I 5'-3 11'-0' U) 1 ca -! I , oo m CD TYP @ 1 � ' 'I I STORY F, I I FIBERGLASS I A A � SURROUND H �3 I 25-SH EGRESS O 15'-10" L 1 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20 X 3811 18 4 X 371 S. H. 14 20X50J 184X50 S.H. 15 20 X 63 18 - X 62 .1 S.H. 16 20X72 187'X714 S.H. 1H2 271/4X26 26X25J S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S. H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 38 i 52 4 X 37 i S.H. 34 54 X 50 52 4 X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "131" (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-Bl EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: Y4'r=1 r-On GARAGE SEPARATION (GARAGE / LIVING) �R-11/R-13 KRAFT FACED c=f 0 GV co CV 0 a4:111111nl 9X011 N. `% Ae �.�•� r•. �. //`fit No -78750 v •a � � r a, AT ; ,E'o� ,••�� i�•'..,mom,. .oq6,.•OR �411 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. - W oD o 8 J�Cas) N cs C� 0.2 n - 0. w a r`tiw co"au-Ly � 13 13zCT, 0 0 oi O� W a aa' �z Z LL IL �j 0: n ON <U �Z o W ❑o❑ M � 2 N [h a z z -o Q � J U) N N z LL Cn W 0 w o S W J I (J ) c ` Q o o co J w co M p Z 4 U_ a E E a �� os z, s Z0 a s co I- fa o¢o O E N az o �z U) C: Y � m O Z� z _ c CO w w2 �w _J u) 2 �Z Z go C 5 3 o< <o a w lK c; oz =3 O v wI 8, a c 0 0 = > ILo O � cu L � � U d' Q ) o O 0 C m o t\ E T ca = N f T� CD T N T r 2 E N M N 0 M Z E 10 m `� FL E U 0 Q p� JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w Q MEDICINE C) CABINET 00 0 z 0 z O > CV > co M coM KITCHEN ISLAND KITCHEN 3K9jMWWv I � I I � I I I i r I I I i I I I 74 OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL TOILET PAPER i HOLDER 0 CV FIN. FLR. SHWR. SHWR. CURTAIN HEAD ROD 0- ^ TOWEL BAR IN TUB OR SHWR. SHWR. o VALVES `1 SOAP f - DISH O L1 O O 0 TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS Q J a w a 2 W o 00 2 1 1 � C7 ^ 00 U L0 l-1 SINGLE ROD CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY 0 00 0 co 0 N 00 N O MIRROR O c� CT_m:m OWNER'S BATH 0 INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT x 0 0 o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE - o CABINETS 00 C)ao rIN � C° Ln a~. 0 1'-2" 2x T a' LO -1rIN TO 00 1 FRAMING-- O O M Cfl .r F - 1 /2" GYP F `Y' N r F CV c? CV BOARD FIN. FLR. r J, FIN. FLR. L _4, 2x P.T. SOLE PLATE-j SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=V-0" tJ S S eee��x, \ �� G)e PE78750 ••* Np a: = : �cL, E OF } F `G:� �f rJ, lr�fs J Si Ai 9%0 To the as of the Engine 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. V E r F C)M 8 Q O N N co J � ii O C J EI Lu y A J o. � rZ Lll QL � � C � a Y JU_L aLu z v O yo OF-w 'ca c:! co O m W U) < a � a Z oo N coZ C N O U' 0� rn OU W ❑❑❑ z � M o z z J N c7 � z C1 0 LL 4 0 w o M• E S oo ® 0 U O N c u) ¢ N � r` C Co w C7 n¢ o Z < U- QE E OU zo Qa w-z >ry Q � z® oa t`° CIL o x� o< ao uo o� �z 04 <o o ww m _Y _ C o ym o° Zr J < ¢z 2. rn OQ z Zo � U a �+ � < mo a m� F C—) � & aLL =� a o Jw ;o Mj _< °� NO 'L Om L � n1 0 v d' m N Q o O 0 C'3 Cfl m o .-Ioo E d. = CV 70Lo = C� rn � T M (� �; cv o z z D E O c C ccE JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. 2 7- 1--ifll IT-9f7l f - 1 8"x8" SMOOTH TEXTURES CORBELS V x 9" SMOOTH TEXTURED 12 FREEZE BAND 5 HEEL M F30 T.O.M. — — HDR HGT. TEXTURED O CEMENTICIOUS FINISH ON C.M.U: (TYP.) co I F.FL.------- t'�17---- 12 5� 12 �5 +3" SMOOTH TEXTURED BAND 14'-0" RIDGE VENT 12 12 —:7- �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS FE D E] El El IE7 D::::] El ------------ FRONT ELEVATION - B1 12 �5 SCALE: 1 /4"=V-0" T-0" RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — _ T.O.M. LEFT ELEVATION - B1 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. CV 0 v • � : • No PE787;j r *: # AW ' i; 4W To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t n E 0o �ID N � N 1 J 01 O = J 0 '� �N N � l.L W d fA �Ir� LL W c_ C7 CL V Q (� 0 Z Z_ _ F 7s WO L V ? o r O u� W O J Y W Cn w25 Z IL a N M Z � N O OU v�vvi W ❑�❑ z N o N z � � � J � N Nn N ch z 1111111111011 W 0 o a-+ vLL , LU Q m � O U0 w o L N U _ e mi U o °N rz °' Y ¢ ® Q N I� r` a w (M J O 5 Q 2 I.L Q E 0 ti zo o o� z } N Z® oa o E o XO a¢ z WQ 00U °o M �? i L C� = < Z Oi m O 0, z� _ � (i =m aw N p Z a o Now Q p � C:) w� F >° III V 10 1. a 3 > Lo 0 m (0 ca (D L n1 W � 0 O N Q O O m l� O T cc r 17 N r T O Lo S� 2 r a) ' co o E N �; N Z Z E O a U Q 0 � JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. 3.1 rn m rn co C v x 0 J 0 N I rn Of co C N 0 J 0 0 C-4 I c YQ> L H a O i c E EO S 0 J N LZ 0 2 0 UI y 'o a i 0 •U J G7 ri 0 N 0 0 a N 0 N N 0 0 U m C a 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS Tr)M — — — 12 5� 12 5� 12 T-0" RIDGE VENT 5✓ L 4' OFFRIDGE VENT EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 �5 6-0" —T T-1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - B1 14'-0" RIDGE VENT TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 ;�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. - SPECIFICATIONS _ i T.O.M. HDR HGT. 11011 1'-011 ------------------------------------------- 01 1'-0" TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. 3'-0" ap CEMENTICIOUS (TYP') ifl FINISH ON C.M.U. (TYP.) F.FL. — — — — — — — — — — — — — — — — — — F +3" SMOOTH TEXTURED BAND RIGHT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.Q. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ..G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. N 0 N ev0y6l01l1/JJJ C4 o E VVko C)OF s L cc J � . 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. N9 U) IL V E o om m m A N 0 C7 IS J ii i C ao N�. :R LL W - o Nl H cn r- r-. M V w d Y a M LL iL a L o Z _ v_ ° ymo � 5, o~w M O W � LL in��� Q a d a 0 M Z N Q O N O U J y U �,,, . W ❑❑❑ z N M o � z � o —o J Wv) N - M z 0 ° �• a--J LU g O TV N w o c 1170 in U 6 1�.. w m E 8 f U o N C a' 0 m N S� CDCOw co CO v O S z S � LJ E o z o 0 wz Z N 6 z® ❑n F _ O E D a s < zQ o a Z w L < o z m � o ( n C _ Y � 0 Z" y to J m < ° aw z N o¢ z 0 a U 00co w <¢ =10 ; 0 z¢ a 0U3 O > LO m cc L � 0 n1 W> U N .-. Q U m a O m C O V T_ CIO r = N T T N M vi 04 z Z E O `° 11 E U _ Q p -J JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. 3.2 3 x m rn O CD W C N O 0 0 O CV I M C S O O J O r') O CV O O W x c H Q N O E 0 E 0 x C c LZ— E2 a C-3 i 0 a d 0 .o s v LZ 2" iv 2" N 0 1• VARIES 'NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITYS4 SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2"� BUILT W/ STUCCO. EDGE OF OPENING 1'-10" 4IN iv 12' CAP 1' RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 1/2" RADIUS 4" VARIES VARIES °' _ ?Y) rua SIN CAP N - CO 1" 1" 1" 1" 1 _p 1'-4" 0 M7 22, 2 VARIES VARIES SIN 1 1'-4" 1 1 1/2" RADIUS 4" 34., 4" MIV' � SIC r MTV 1 1 I I Mlv N SIN r N 3" '- 4 , 4„ 4 4 _ _ MLf� c� � VARIES 12" ,,, ," 2 2 M 32' 11" 32' 1" 1° 1" 2 1/2" RADIUS BASE - in r O • CV BASE 4 I • 12. "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2" —" CN �- 1'-6" 1" 1'-4" 1" �`r 24 •Mi b � O N 1-1/2" THICK 1-1/2" THICK 4" 101, �M 24" c � 10" 6" 81 0 HV Ch 4 2 N 2- 4„ 3" 6" 2" 2" iv cn cr > I > SIN 1-1/2" THICK 32' 24, =I� T �M 2'-4" 52 1'-5" 52,r 00 IN 4' 1" 1 4 3" 12" iv O �1I CD 51" 4 VARIES VARIES 2" - M N 22" VARIES VARIES 4" 8" r--------- W Rs, co 2 `IN M 3z 3 �a , 41" Q� KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" W KEYSTONE F11 OPTIONAL 4" WINDOW OPENING F344' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" 2 VARIES NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH •FOAM/ EPS MATERIAL IS ACCEPTED 14 1'-64 14, 12 54" 1''12" 54' 1'-4" f2" 00 1 " _ � T-8" 4" 3'-0" 4" 101, 1'-4" 101, � 0 N �" iv b i14 CV o? MMr • 1" ,- v 11 2 GENERAL NOTES: M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N O N r � 'rr • QE7$7 50 i A M 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. V EE O S CD Q O N N OrD J �.% o ? OD N s LL d a; a mLLi� J a W O z OF N cD ' O W ���rn Z a t9 N MZ pv xcnO 0JW Z LLI ❑ ❑ ❑ M r o� Z n —o Q � J r V) M z CU U ° i "I a w y � m U O� Ln w p w � Q III I � o N o co J w M M z p z Z ILL. a E � 0 wo o� >N Za CU l6 xU 0o 0 Nao ww r6 (� C �y g 0 OLL Z - Q) U 1m aw N J 3 -.- 0< zz go man Q 3 pLL <o a �w r- oz r3 CD<� �o a CO d" zl¢ OU 3 .0 O = L Ot`0 ai C L � 0 /1\ U d' m CV Q U O O m 0 �i E T L r oCD N r N Lo T— 2 cr) r M o M c � CV N z E O - a E U Q p JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. F1 3 •v m 0 cn `w C N x C1 O 0 J N I m rn it C N 's 0 0 J O O I i 0 co lY CD i CT 3 a 0 E 0 x O J /!f r7 0 U i ti U O i a 0 _o 0 LZ ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANELCENTER MAIN 0 200 amp 150 amp UNDERGROUND Dis POWER CO. FEED INTERSYSTEM BONDING o TERMINATION PER 71 NEC 14, 250.94 ---/// NEMA 1 150 AMP/ 200 AMP copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 410 SER Alu 4 Bare Cu Ground V/ F ry� WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH P'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) I-D PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) T�2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER urn_ ELECTRIC PANEL DISCONNECT SWITCH Ci J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT WIP H.B. GFI DISC. PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER IJ L.LII I,/'11 LLJ f1Lli Gf" r /'1l�LC FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. VERIFY METER LOCATION WITH ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" CV 0 CV Cfl CV O 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W v E O OM S n N roo� it O N N tT J LL V ,G O� O 2 � c0 C t�A '� J ' 7t LL w wq N Q r� r-- r-L l)M V LL w a_ ll Y c�iL J LL' w w d Z L LU (6 NLu ¢ a W rog�rn p rn m Z J 11 � to O NIL OU U to Z W ❑❑❑ z N o g Z N 15-11 z o � U)V) N M z a o aj +-� u, fCS u l U O N �N W o w i� ) U 1� U O N C D 0 N 144 � o CIDz w c0 J 00 h� u_ Q E o E o�F o aS Z® v co — O E 0 x3 U aQ z ¢o u° o 1 -1 � 0 ttW L M C z o Y mo N J hm a ¢w z cn cl)w Qo U manOUG � U � �o a mw �� o' o << o O o. a O� 0 c O = > Lo O rn m 0 L n1 � 0 ' U 'Ct Q X> Y o 0 CL m � o ^C: ET T � r V, = Or E C ^�' ` V iri N 0 m Z E O E c a U Q 0 JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - 131 (TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off-Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent) Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators I(Zloorone 1) 2377 2282 326 1141 81 570 315.0 276.0 591.0 I **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Bl SCALE: %4"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1 /300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SO. FT. If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft, of Deck -Air Needed) CV O CV CO CV O o6`�s'tee9rrtr����� I..... f (���p�, "4�0 :•• 5�13 P F 7 g7 �� ,� � r 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. fA uu) W Co v E U �8 �_� Q p N N CN U J j Qp 00 0 ik LL W /& I� fn r - J Uj a Cq 0 u a Y Q Cn mLLU- a w O _ `- ca �o O O W � rn a Q00 Q Z a N M Z of to O ZO V U J (� W ❑❑❑ N M O � Z N z o � J n Vi M z a19M o -6 i--J cn (� w m U O w o Ly N 'N r rn U LLr J = L •j III L W ¢ N m M o Z LL E E � a= z® �� co XO 0O O, Q O E CV a¢ ¢ Z o W Z w L a Z m O O LL _ C Oy U �� Z h rli J ¢� QW 2 Z son U) 3 Q 02 g° a U w <o nw oz 3 >O o w¢ Z ¢ a3 OU 3 .0 O 2 a) ' u , O m f0 L 1` U d' > CV Q > o O i; s 0 C0 m o E "It r co = N T T N T w M o E cc;= � iri 04 z z E O U Q p JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. 5 - I I ___11 - - _F_ - , c c C NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55-10" V-7" 7'-7" UPPER 1/3 OF SLAB THICKNESS WHERE 3" OR FIBERMESH SHOWN ON 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2g" T-1a" 1' 4" REINF. SEE PLAN. —]FOUNDATION PLAN lot TYP @ 1 STORY 3' 0" W z U.N.O. W J S3 H.B. T ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ -T:-BUILDER TO 2 #5 REBAR ( ) 4'-0" 12'-1" WH• PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL O 0'-0" PROTECTION PROTECTION WHEN REQUIRED I ■• I PER FBC I 35'4" 20'-6" 3-1/2" MIN 3000 PSI CONC. I SLAB FOR HERNANDO ,Nn COUNTY ONLY 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2-7a 4'-9" 4'-10" VAPOR BARRIER EDGE OF SLAB 2" = ■' I 'J :: GJ : I : BEYOND WALL CJ I ; "? 5'-3" 1'-10T-6" CN T O I: b VERTICALS w/ in PR� ... ......... .. --------- - ---------------------------- — • PT. : ' OPT. D ih FILLED CELL :I 3 1/2 2'-6"x2'-6"X1'-0"FTG SLOPE 7 _ _ W/ (3) #5 E.W. S3 �._ _._ _. �� 3'-5" 7'-1" (2) #5 REBAR 2-6" x 2'-6" x 1'-0" �? I AHU I VERTICALS w/ in W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A CC I S3 FILLED CELL i S3 ', v o 25'-10 28" 9'-512a ' ■ 0' 2'-6"x2'-6"X1'-0" FTG 6-3" W/ (3) #5 E.W. I -4" I L •- (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI i / PROVIDE Y2' x 9" 'n RECESS FOR FRT. DOOR CONC. GROUT FROM FT. TO BEAM � �LHVACCHASE SLOPE 4 S VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB % TOP OF CONC./ PAVER T BE 4" 4'-0" I 4'-4" 4'-6" FILLED CELL I , TYP @ALL PLACES SHOWN BASED ON 0 -0' BELOW FIN. FLR. ■ ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I i i LOCATION ........ . .. ' ...... W/ 25" EXT. ABOVE SLAB "GRADE 40 i i . :......... ' 1 ' STEEL" ��� ----,------� 4'-0" i i 16'-10" 12--10" o :: ' :: 10'-10 4 STEPS AS I PROVIDE 1 Y2" RECESS i i REQUIRED PER FIELD I FOR SGD. REFER TO KITCHEN ISLAND LOW WALLS MASON'S SLOPE FOR OPT. .................. " " " • .. icj: " " ' ' ....' : CONDITIONS WIDTH i i� — ■' REF. C�t—I CJ 4j ■ — — T� — — — — . ----- ----- �_ _ L -----_---- —_—=__ —=__ :: f ° I1 TYP 1 CHASE TO IS D I D.W. t ° � .,..... t I lit80 STORY U.N.O. - o o S3 I I;: 7 ;, L� III a? '� �' , I __--------- I SINK / DISP I 3 1/2" II +t L_ — — j / 16' 0" 2, 94„ 6'-10" O I 0'-0' I ■ III I /�• I t 9 M v I o r M o _ :• .. I 1 I I _ v ■ ■ ■ ■ ■ ■ ■ •■ ■ ■. ■ ■ ■ IN ■ TYP @ 1 STORY H.B. U.N.O. A S3 11 -1 MN 2'-10 1 5'-11 FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. —Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N 0 N CV 0 �,`sEt�s>t�tft�►t�vi LEVVkoj ad�a *r Ir-•N S . e ��• 00PE73750 rs Lu = r 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. F of �� O M 8 'CIO,r r c��l o m M! o] N W rnr-I-L° LLWa Ca LL L a W zt0 C =0 Y L O H �p4m O Lu Z o J a N M Z Ln O a Loo 3 O U W ❑❑❑ z N M 0 0 N z o � d cl- U) N M V) a �o a-J W m O N ,,, g C N N � .05 e— U) U W J =s i z� N m ti o w coi M Z o i Z � J LL- Q E E 0 K w z z® o a N O U O O N¢o aF 0 O 04 d Z L <O r W ro Z Y m0 0 —' <E� �Z 00 ¢ d OU Q LL W U <0 o0nj ..3 o wF �o O °z a I ar 00 O E � /� 7 Y / O N N (n W CU 0 W 0 O Y ' 2 O m O E = N r O _ M rn c. r EE CV M N Z m Z E O v; (a a E .. 0 -j 'a d o -j JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. 6 -rl-r� TAT V T ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. FEET(-) VALUE DENOTES SUCTION [4:12]-[6:12] ( S0 ) AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft HIP -35.94 -49.57 -49.57 -49.57 10 77 1 e I GABLE -38,22 -38.22 1 -60.99 1 -60.99 -60.99 -78.58 -- i ----�\'----- --- i - ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): O' ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD \\ ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q I 10 SHINGLE: %s' EXP. 1 (24/6) or i %2' EXP. 1 03/16) 1 TILE: 1%2" EXP. 1 (33/16) 1 I I I NOTE: I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS 13r 3r{ ® I t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN %32 , SHEATHING SHALL BE FASTENED 'Ka K WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS "=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN %32 , SHEATHING SHALL BE FASTENED 'Ka K WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS "=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) l Odxl-112" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME .f U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 logo 12-10d HCP2 590 555 1 12-1Od x 1 1/2" HHCP2 680 570 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY BARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" CV 0 CV Gfl CV 0 ♦t�ea,e�aarerrra EWd°�*, • � No �E787a� tl �'Q A, til��°t,, ,��rr3�y►�:311i 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. M W v E O ,8 ti N r m � m tO 0 0 N it W a t� di U) ti r_ rNi _ w a Y Q (oLJL Ll. J d W Q Y --C7 � Z � O t M o O W m O J t W ,_o (1) ¢ ¢ Z LLL9 a K N C0 Z Q T O U3(0 Z N Mo O O Z Z O10 QQN Q Q � J V) M z a vCD 4-1 CA W � rJ l0 OLU o �y N N .W c W J 1— — E � I 3 L C) Q N o 000 w M zo z LLL. E z aR z® o a C6 o o — aQ o z O E cV z ao ao a Z ME t • (0 z mo o C _ Y Z (3)y J a� Q W 1z MEN a) 3 oa z no �w Qo �_ w }° o (O zl S a F C C:)2 ,O i 6 L.L O0) N cc L � 0 0) n, v Q ' O C)U m O \� AC W E aTi� VV! r co r = CNI T TT N LO r 1 Cn ILO T Cn M E cc iri 04 Z z E O f m E c� v ¢ o C:a _j JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F401B/1T 8RF400B/1T 81`321B/1T ® © ® 8 FORM & GROUT SOLID Q tN W U 0 #5 BAR COW. 8F12-1B/1T N" LINTEL DETAIL SCALE = N.T.S. 6 FMIMI F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J¢ W 8 F 16- B/ 1 T 'r' Z T tNOMINAL t QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS cTf° precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4, maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR .(1)RETTOP ALTERNATE POWERS MIN. (1) REQ'D CLEAR STEEL LINTEL d C ° .M.U. #5 REBAR AT TOP 44 d MIN. (1) RECI'D ° Q 1-1/2" CLEAR a d d ° GROUT D e U) to C.M.t dO 5 REBAR AT l¢- U) cn w _ a BOTTOM OF 1, 0zW O�uJV0w LINTEL CAVITY O \ Q L= t L1 -BOTTOM o� U z REINFORCING PROVIDED IN LINTEL o � C7 J Z- W n ¢ ' O D D �o �, % #5 REBAR AT E AS INDICATED 7-5/8"ACTUAL VOMINAL WIDTH (VARIES) CO Lo Ir d o LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair, 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION OF O 4'-6" LL 4'_6° LL O 5`-10" LL LINTEL PLAN - ELEV-Bl_ SCALE: %4"=1 r-0" l 0 m N O 1`t,3E69lt!l9fit 1.E KCy��',� ;! • `�i .., •Q Jam, O t .o s+ 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. N 0 r` d E co � M N_ W � 3 N C? } 0 0_ .7 to .0 3t Lu W Ni (n r t` � J W a. r- N M V Z N fn cou-LL a- W 3: Y _ p"' OR 3:w r m o 0 _ W W Z IL a N MZ ELo0 0 :, 0 CD V N 0 o 0 � aN � o Q 13 U N M nV)1 o 0 W �10 _o wLLj � U O w o N °3 C.) iLJ j o- - E s d z S w � N Q N m o aZ w M o g LPL Q E E O Z� 00 Y" QN Z Q CO I--' B �o ¢ a oo o O N a o d Z i ¢o mo O _ c 2 o ' z }Q <I% J ¢ ° W z N N o z go a gas Q � LL cn o w >� �t ¢ zIa 0 3 �O 0 = Lo O iu O 0 L � 0 07 U d' N Q Y > O O � o = m o T to r = N r T I N r a) N N 0 co Z O a)c cc a U � Q p JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4, GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402.16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS : 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. R0 OF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3. 2, ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ, FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3, ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 1 %" /„ CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4. 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0,148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boraoore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed wi hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wail covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be�ore exterior sotreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = If DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 111031104 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. fV 0 N CL� N o frill� LE W KO/ l"�`�', 1,�l� P ♦�`'��• \� NSF°•. kS. ri S.1 :••v r l rJ s co "10 .rj•: fl �� 1pA0.•,F r¢e S 10 j ! 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. NCD 4I 'It E m o�� € 0 � O N � � J y -0 C J •3 ap a);t W W Ili cn - ° - W a lL v Q ej --� W LL 0. zM J,LLIW� 0 ° t W Cl 0 0 M < W z a aOU N M Z y O U� W ❑�❑ M � o � � N r Q O V U) V) M Q) � ( o -J CCS U O �N N N wd C6 r CO L) W J �-- - E I i L Qj N 14 r- co w � 00 y o z J U_ 0 sa E14 w ¢ zo z Ca H R0 a� �0 0 °z C:)4 Z wo <am� W W �< �� {� � C:°� F ° z, J as 2w > ? O z z° Q° a v <� �o 0, _� �- F� o z= w� >° dr <0 0 0 O rn c� A� W> 0 v d' Q rr > O O U L E d. r co = N r •T� ' _ C� LO E N M N 0 M z E O N c c @ a- E 0 'a Q p c JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. SN 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O 0 0 01 5'-0" Q - STUB -OUT FOR 1 �_��� o 0 0 GAS METER 0 o � U O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 1I T-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + 1/8" gap e 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING%" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 900 HOOK BOND BEAM cn w STD. 90° CONT. #5 BAR > HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR j INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. }Small gap 2" max � 4 max. I Clinch nails when possible Tight fit -J u 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearinq Location Series Depth i End Intermediate ®, BC15000s 9-1/2" 1 2-8d 2-8d 11-7/8"1 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s®1 BCI60s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 1 16" 111-7/8" 2-8d 2-8d 6-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s® 11-7/8" 3-16d 3-16d 14" ' 5-16d 5-16d 16" ; 6-16d 6-16d - Hangers with side nailing. -Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. SIMPSC w/(22)- NAILS 1 5/8" 0 THRU BOLT SIMPS( w/ (22) - NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ® LOCATION OF l� SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18)10d x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : -for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing -for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack � beam below walls over squash=20 blocks and Load bearing wall must stack over 'Non-stackin g wall or beam below.* blocking and wall or beam below.* require additional � Joist consideration. Check local building , When joists meet over wall, provide code for appropriate Zor=20 1/16" I -Joist can be offset j 1 3/4" minimum bearing for each. details r One 10d box up to 3" to avoid PLUMBING LINE areas=20 of high sinker vertical plumbing TOP (2) #5's x 4'-0" lateral load. nail each side 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE at bearing. JOISTS OFFSET A/C CHASE 4" PVC PENETRATION N.T.S. SLEEVE THRU STEM Q WALL Provide adequate bearing = = I I —I I for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist e° —r r—I PP 1 blockingpanel *Non -stacking walls • ° _ I El M Squash block 10d nails require additional consideration. — — — — — (2x4 minimum) � SECTION INT. BRG. WALL II=1 I=�1 1TI=I=III FINI GRADE '��� ( I I � � �— Bearing wall, Versa -Lam LVL or N.T.S. —III I I �I I I—II=I I— III —I ( III —III —I —I I I —I I Glulam Beam ®�'rrrl r r r i IrTrrrr�— NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D \.l (see table below) DO NOT cut, notch or drill flanges ITT �� A 1%" ROUND HOLE MAY 6" 6"^ BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1y2 DO NOT CUT HOLES LARGER THAN 1t2" ROUND IN CANTILEVERS. ��.�&�3. �.Afi.Cy�,-.-�o. .��3m _'+.�,w'ea.. �.•L �...w.e.:C. �i...a2��'- t ���� "i���,�^L.: .,,cl ${ ;� .?'9r�..P�A�.a.>..diS.��._e,�i 3-. _. ,,,�i'��` r :�44 'Wa.(."4 Ls..3 _. a:.,,ib ... ^Y � zs �`*k.� .>�..L .st`...k.,.."`r'8�a.,. "3r!}•• ti' _,sm^Ta±. .�o-Z � '. NOTES: 1, JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2' KNOCKOUT HOLES TURNED WITHER UP OR DOWN, 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. '--,.Install tight to top flange. y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth ° e I —JOISTS BUCKETS N.T.S. SLEEVE THRU STEMS SEE PLAN FOR--'°• ° . • ; . • FOUNDATION INFO ° a• d' ° STEM FOUNDATION GRADE b ° ,_I,;,Ilh;Ii REINF. SEE PLAN t-vk. knrix ,r rvk, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. �— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION q ° 4 L a • �-r c Z 0.a Cfl ° - SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE °a G a .d c c a SEE FND. PLN. SIZE & REINF. N 0 N co N O ����e►eeeer,,' \"EWKQ�N��'�� •, Ills ow _ 140 �tz `� I 4. To the best of the y.eJkno yilpJg6,1nformation and belief, the structural plans and spe&Uflons 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. 60 0 E 0 Mto 8 0 CO)O N '7�O y Xt LL W d N cnr ZZR LU_ W a QN coV u rn U) 33 a L Z JLLLL z 0 ° 19 r L - 0 O W 1 W Z IL C/) m¢ a mo v_Nz p y OU W ❑�aq ❑❑ V M n 0 z z Q J VN N z C3 o _ +-J � a U —� O N Ln LU o mI•ti„ E C) o c U) Q • r. Q N m I� O co W M �% J z O z Z Q 2 LL_ E Q O Z� Qa 5? E OW Z® oa (6 — C XU XU aQ UO �U H o E N L 0 Z. Q❑ WZ �w rD� 0 oW a� m � w Q o� Z aZ W �3 <�_ <p oz o � Z w =3 c7r �O 0 o3 y O L m CU 0 L � 0 T A� W 0 VI �\ i 0 V m C O E = CV T— C" r 04 E CN M N c14 0 Z E O a U -0 Q p JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. SN 1 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1U-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & _\2� REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO a ° BE IN ACCORDANCE w/ ASTM -III=III=111=1 m 11=1 I I=III=1 11= o D7158-CLASS G or H, or ASTMI I I —III —III D /ruffi I=111=D3161-CLASSF,IN '1—)I�I�I III—� ° — —_I 12 ACCORDANCE w/ TABLE "I -1 �=III=III—III-III=III=I I C-" I I —III —I (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING I =I I II I II I IIJI I II 1T1 II I (=I II II I I I I1 11- CODE 7TH EDITION (2020) 81, 1 _i 11-1 I f 1118,r1i1 RESIDENTIAL ROOF SHEATHING - SEE INSULAF11ON LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3 5/8" OR 1/2" HIGH— ` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND F WF OR WW "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE I, 6 MIL VAPOR ° co BARRIER D a I�Tjj COMP. SOIL. —I I D •I • °=M'- (COMPACTED TO 95% �T1 II MODIFIED PROCTOR I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U U.N.O. O 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" �S3� OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--% LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS - TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 2x S.P.F. STUDS @ 16" O.C. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK f Cl) ELEV. 0'-0" OIL A.F.F. Q a ° ° ° 4 ELEV. -0'-31/2" z ° PZ 4 ° 4 7,2x4 CONT. °a ° A.F.F. O LL a ° ° 4 ° ° ° N ° GARAGE DEPTH VARIES ° 4 a a GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE Z \ D p 00 p p o ° D I —III —III —III —III —III � D p ° ° ill—III=1 I —III —III —III- 2� I —I I F1 11=1 11=1 11=111=1 I a ° III —III —III —III III —III N �—IIIr-- I 1=1 11=1 11=1 11=1 11=1 11=1 I I 1 11=1 11=1 11= 1 I —I I I -III_ -III, ,I I II III II, II I I � �I I I, � 111=111-111=T FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° a GRADE °° _—_— —I ----- 1 11 I ' -(1) #5 REBAR w/ OPT. 1111=1TMTi= 11=III i i 1= I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT I BLOCK WALL BEYOND 14' O.H.D. RECESS Z 13 O.H.D. RECESS E d CV M � Cl) a w CV q'; . . .: , . .. � �- � _T •—' I I -1 � —III . ' III —I I � I' d. " I 60 T�7=T� I _ iI���II�I-II l4L ..' �.a. ''• '.A —I �1 I I11 I I I I I °�. II I r T SEE A/S3 OR J/S6 �I I I I I ICI I I I I 1 1T FOR REINF. INFO. 3"MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E Qcs �\�oS�G�PE� 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK, as K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR c� D D #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] D D FINISH GRADE 25" MIN. LAP [30" MIN. LAP] M _ 6 MIL VAPOR BARRIEIR�T� I I I ( p ° 1= I=1 I I= O0 R 1 7/8 N I1 � � I I1�I z T #5 REINFORCING BAR D . I —TI f--Tlf—�111—I ft T 2 PI Irlp COMP. SOIL. (COMPACTED TO _° a _ — 95% MODIFIED PROCTOR ASTM I II I I rI I 11 — I I= 1 1-1 D1557) 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAt 19K—A a INTERIOR 4. d-31-/„� CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 4d d ITI-fI1— il�'� N 1T-11T I I— — �� M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE zz�- 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 `WWF OR FIBERMESH ;; K S3 ----#6 REINFORCING BAR #5 STD. 90 HCY0K ,6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. �,13 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR /-6 TOP OF BEAM (2) HTS20 — 2x4 P.T. PLATE a 7r16" O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS U-0" FIN. FLR.A IV z w 0 � w J w o w W Cn NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHO:FROM a BOLTS 6" MAXoEND OF 2" x PTE Uj D U J rna. LIJ -T ITI= ' I I IIT_I i ITI_ d' a SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL -r BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS (2) #5 CONT. _7I I ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �, E a 1 Ell II -1 I f=1 11=ITI= TTT T T r n TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� F WWF OR FIBERMESH SEE A/S3/J/S6 I - 8" FOR REINF. INFO. �J OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �- SLAB STEP & RECESS @ S.G.D. r M SCALE:3/4"=1'-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) cog GRADE — a — C7 J ;III —III ° a a •III—III— z W o —III—I —III—III—III—III LU O w cWi� w III=III I III=III=1 z 0 0-1 ! a • ___ _—_ Z < co U'Uj FOOTING t l I I I=1—I 11=1 11=1 III —III —III- U -III=III—III—III - -I I— BEYOND PAD REINFORCEMENT--)—i—"' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 CV CV 0 �_EWKO��ro h ti -- jIAr Z4, t 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. C) rr°J W EEAN Amok Q C) O 8 N F_ � U J a . J - L L W W � c0 N tWL WaY - c1dCD11aVJ LL IL a W rnz O _ Y r—° o O ~ W 'm c� (0 Lr. O W � rn ¢ ¢ d a Z N M Z rY L O ZO U rV�iJ'I �Ur�j W z � M o z 7T N z � o J M V) z II o QJ 4-1 c6 w ° V O w o �U) Ly N N�7-t� iJ W J e'W„ ,- _ E ffe — 8 ml �.. = _ Z d v ) o w M CO z o Z S Q Ea E Ov z Qa �® oa cu Fcu — o E N<o x0 �_ ao 00 0 aZ ww L wa Q o �� m .� Y U o.U:jo Z J d az z z cn a oa Z go Q LL �w C-)<� ao aLL o << o o v wI za d F °3 O > Ln O rn m ca 0 L � W 0 U d' CD CV .�. < u 0RR C�) O (V (.0 0° o E d. = N T /lam r 0 Lo r I co r- C7 m c CV N Z Z E O N a U Q p ) JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 m L _ S -a O J 0 N cD N m rn CV 0 0 J PO N I i L 's / G a 0 a E O L 0 41 i Q U E! v N a 0 0 J IZ oco N Jj 0 0 0 a. 0 N 0 it m a v rn (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY ❑ STEEL AND GROUT ❑ ❑ PLATE WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE 77 TO BLOCKING V// (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT LA// 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN TO OPENING DOOR OPENING • ❑ EXTERIOR � ❑ WALL CLEAN —OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑10 ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 8 STD.90°HOOK 8" LINTEL BEAM W1(1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4., FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J a f W > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. e a BOTTOM OF MOUNTING BI POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T��/IZV41D/bv 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --- O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (41 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 \--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OD �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER AIJ SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \� TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) 7 O/C FIELD r 2x TOP PLATE-/ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT 71, O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) �7�/[el:Zi141 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50°fo OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF 48, ,LICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 — d TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) 3 (5645# SPF) I (6970# SPF) G (9335# SPF) N. 8" 'OXIED A.T.R. t&NUT OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE /— 2X BLOCKING a I 4 2X8 P.T. BOTTOM P ATE C 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 4. la a d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY- 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY l 1 SCALE: N.T.S. 0 N cfl l.EE+llt'l°°0°° O v }.�.tn 'R111I'LL+ a cr.�• iVniVPeIl,'J .! w ' V ( s • ma's YY 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 Engineers signature and seal. 9 cD u) W Mmft ( U � E O O 8 'oW N 6 0) Co# LJL 0 Op UPI # LL W N u) r rZ t? W a .4 C J j W N fn coaU_ 33 a W Z _j Z K OO C, q �cmv (7W 0" m U�m� a a a Z oo a N co U f9 U _j U) W El 1113 z N M og z N co a) z o � v. U) Vl ,z a o fa (D O V) �V) ,,, o ::D U 6 F— J E H e I r✓ .. z r v o w ®® o N � e m cD o J w M M w O Z G 4 LL Q E E ° �o oo ¢' > �© o� ca H o E o x 04 a� oo " 0. dZ N ¢o �L W N L rp _� 5 Q O z Y i o z �zo I. g Q � A ?> ¢ < a 1, , < ao = o ;o CID � ow ZIQ o� U� N O > Lo Orn 0 L � > N Q Y o O C'3 Cfl C0 0 ..� E = N r N r ai 4 co o E m _ v; CV z z E m a-U Ecc _j o ui Q 0 JOB NO : 21-2030 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMU W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4 1/4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX.9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ • AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .' BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. G THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND fa NAILING SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED NOTCH "L" BRACE HERE THE FIRST 4 ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C O 2x4 "T" ON TOP OF PANEL (2)16d NAILS INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH ; MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w! 7 10d NAILS SIMPSON META12 w/ (7) ( ) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4 2 10d NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING EFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) Ir r -BRACING, AND TOP "' SEE STRUCTURAL N SHEET S5 FOR HORD BLOCKING N _ NOTES AND NAILING dFORMATION `° SCHEDULE FOR SHEATHING DETAIL WKNAw/,--- Ill. 1/ JOOD TRUSSES c° 0000 2"x4" CROSS BRACE x4 RAT RUN BRACING APPROX. 8" FROM T 24" O.C. ON TOP OF_U RIDGE FASTENED AT EACH JOINT w/ (3) OTT. CHORD FOR 4 10d & (2) 10d TOE BUSS SPANS NAILS @ EA. END TTACHED W/ 2 -16d T EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF I/C w/ (2)16d TRUSSES FROM EA. OENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS RCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS SP2 w/ STUD 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, Sd @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING EXT. WALL CONN. 10dx3" @ 4" 0/C (2)12d TOENAILS . NON -LOAD BEARI G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"= 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ..,,., .,.., .,.,,....�,.,..,,,... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6.9 MAX. J S5 GABLE TRUSS 12" SH SCHEDULE ,TTACHMENT >_ SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL("—, 0 SCALE: N.T.S. S5 1" BRACE W/ 1Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 14'x1 1/2" SDS ^- ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMF'SUN SI12W1(12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. � Y CORNERJACK U it w z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED 14� 10d NAILS @O.C. TYPICA GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX � CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll I No MIN MIN I 2�- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �-'N� AS PER SCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 N � e,�`{fIEOFP�IF� irJ �L�••+l�;J r— •" � . CC .. r a '` � '•. � � gay •.�.,�`�.� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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. CD W �Eti QC)coQ toI" N O N 0 N oD J J LL ®' � to a 0 �N�'-o - a LLLL aW3: z ��� 3:s m a �29— t- ow mO 18 n . W co' ¢ .0O ffi_ N M z IL co Q' rn O 0 00 U -jtW z WE W O�0 46 M N M � O � o � M Cz W o LEJ R O U„ o t/1 � .) C 6 W J •4 r-- — pEp L cJ n I . l0 V i o U) , ¢ ) o ®® o N � sm o w Mz cm o QE O E �o �o <� Z© 0a U a' X o 0 O U Q CN ic L ao ¢ Ww rr W ([f Z 0y U .0 O� z J z '. 4z �. Cn.2 Q op zz g0 a Tw U 2 <0 �� ow =3 ei gw i�Q o� U c O .o w > Lo Crn m '^ �y C7 L � 0 Al W' U CD N Q m O U O m � C o �%M'000 E- T co = N r r = C.0 r- M E Ca a N N z z m E o E a •• a 5 U -j Q p c JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. S5 INSTALL WDW. SCREW ANCHOR --I 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 Bl 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 R SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (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. YWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2 x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACH rlx4l/2"DI TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" 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 SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS 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 —\ 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. /1/4" MAX EMBEDMENT INTO �F SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d 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 x4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS — 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 DIAGONAL 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. RAID. SECTION B-B 8" PROVIDE 2x 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 r 77- t5^ NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" 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'h" 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 ALL (5) 12d NAILS SIMPSON / 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS / JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. / 4'-0" MAX SEE PLAN 00, 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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 I 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. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) 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 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 REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ SEALANT * 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" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 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. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 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 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4%," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" ° C D D II�II—ffF —I I I�TI— o n I�� GRADE M p z &4 �C ' (2) #5 REBAR. MIN. 3" 16" MIN. 01COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. #5 REBAR (TYP) '' kR 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 TD. 90° HOOK (TYP,) /� 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) YP•) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE El NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' ` SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS NOTC ' +2 F� @ FIRST COURSE ` THE ' ` :S INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 41## —z 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. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN OCC MIl1TC A oar !l\A! BRG WALL TYPE — — PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ALUM DRIP EDGE 2x SUB FASCIA ' CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. 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. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3" LONG T-NAILS @ 24" O.C. WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT S FO 1 SCALE: 3/4" = V-0" (**) FOR SOFFITS V-4" & GREATER REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS THAN 1'4" MID BLOCKING NOT REQUIRED *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2)10d NAILS @ 8" O.C. OV�RygN TO TRUSS TOP CHORD CF + + �C'T/y PLYWOOD SHEATHING + + + BLOCKING AS �+. REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP . e s + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS OFF 4HFFT nq ANTI SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN, EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z O O w U Cn FILL 1st 4 COURSES SOLID W/GROUT a. FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' °- OVERHAN ° ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D. 1'-0" 5'-0" ISH F • lyp' Y • ° #5 BAR xx >' ° I> e Q p. 10 • b ° CENTERED W/ g IN TOP o KNOCKOUT / 2.t CHAIR BLOCK MONO FOOTING ' D SIZE AND REINF. PER PLAN A' ", • AND SECTION DETAILS -I CLEAN FILL Ile.o • ' DIRT �' Z ,• ° STANDARD o 0 99 HOOK N #5 BAR IN FILLED CELL , L, - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT 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 EXISTING FOOTING RETROFIT FILLED CELL DETAIL ,I; u=.11-1, rr.r 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. N O N O o �F_W KU'r� �� PGE N S�`s��'. F r , .. w * : Lu ' OF t J ' J>>,•'.��ti 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. - 0 F W ' Q v E r- o o m at N NO LL C m Y gn���`a ' N �r� ° Lu - u_ a �i Z o"- —ate O Y' O J 7 1 W M ��mrn Q< k Z IL N z C0 � rn p 6 _ � z oC W 00❑ M � Z N M o � 10 z g N z g :� J N M Ln z � � o (� w m n V O o V) w �cn U U o N Q N S� ti C W MZ M U_ o „ Q o EU w �o O w= Z Q v Z® ca Q�0 OU 6 X &a 0 OU o� O N Q Z o W z ¢ W L (q C/) Q O z 0 Y .0 Z J <m �w co N o_ O wLL ¢ U az �w U 3 <o dz �k CD�F J Z >O I� C.0 w¢ o< a °3 0 O = E > L(') 0 0) T Cca L � 0 d' N Q x > O O �1 L.L 0 C: ca O n1 CN r o CN Lid r 0) T rn M o c N Z of z :3N E N 0 E U _j o Q p JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. SS I A CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE NALED TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MMAY Bw/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDPRE-EG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS rri c- 1 vv 1 1 f I— r r uu TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH `3 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -Z-WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 CON T&BCF WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING (2) SIMPSON HETA20 w/ (8) 1 Od ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE �K WALL SIMPSON MSTAM36 w/ (7) 1 Od 2x SPF #2 USSES GIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM • 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 1 Od COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT ik VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END - NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN MIN. (2) 2x4 FOR CONNECTION SPF TOP INFORMATION. PLATE OILVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. ° SECTION @ ENTRY $ SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NITS TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE:NTS iIMPSON HUC410 w/ (14) L.SEE PLAN L. I OR CANT. 6d INTO HEADER & (6) Od INTO BEAM - SEE 2OOF PLAN FOR MORE NFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.C. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" Z/ COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 1 Od NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. —• MASONRY WALL BELOW: SIMPSON °°. HETA16 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �� SCALE:NTS BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL EACH TRUSS TO NAILER W/ (3)1 Od SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS -� OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 1i2" X 4 1/2" LAG SCREWS ATTACH LOCATION AND DIRECTION LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE & SIMPSON SP2 w/ (12) 1 Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--/ Z- (2) 2x6 BLOCKING UNDER~ FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS N 0 N CO cli �4���i 1-E W K0lo � p; 76{�'�• •� w W • {� 11• s 3v t 4! 4. ol _ t r 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 Engineers signature and seal. 10 aE t• O� m°-, �° xk �; it W - w a H N O LL fl 0 iA J O Z Fc:°' Zo O = 29 Lu 5 .@ (Nco m O W r°2o,rn 00 a K _ N rNrJ Z x rn p C9 ¢ v ai Z °" W DD❑ z Qo aaN O Q � J N M GV)0 X w Q,�o c y _a) v)Cn v1 4AJ J ca 10 i I _ 4 z� UN 0 c Y ®10 - w M �a o Z c6E wipo- 0 E U w� a'. Za o, E— 'x0 a¢ U0 0 °a ww CV wo o � or ° Z 47 J 1 F z z 2Z. oa� ° a° U 3 <p �w 1� o �_ ;a mia 7 zI¢ O° 3 O N > Lo Otm CO � 0 O� n\ W o • > N .-. ; Y ''L_ O V /O� C m o � Q� E T T— = N r .- o T Lo T M 0 w M N N o z M Z N E O cc a cc E ai U q p JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ` ', MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY71 ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold Up & temporarily secure I resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 112" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER ✓E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER \ RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ED FLASHING 8 2 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -� v 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER J IYIIIY 1'-4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Z a J a- Ir w 0- U) rn w U w cr IX w o U) WINDOW UNIT SLOPE 0.3 in 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 314"-r' BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A DOOR ROUGH OPENING FLASHING REQUIREMENTS i with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 7 jv� 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Is m EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �ro (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TO EXTEND A MINIMUM 6" RELEASE ADHESIVE AS SHOWN)EXPOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings -4w2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the v following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground +- 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. =LF-ADHERED FLASHING ETCH ,HERED FLASHING 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH - WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER I 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH -J^\ PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS r�� STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB -SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement ER STOP A Plaster NUOUS BACKER ROD over block '.ANT 1st floor VTITIOUS FINISH Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all CV N co 0 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. 0) E° 8 E co n to ik p� Vq 9J8 C W LL ! In -- to c0 .0 it LL W a ill a cn r 12 �� LL ul a - a. M LL U- 4 U Z rr0 LU L ca O �(D1CNc; O h I O � i W rn Q Q Q Z_ Z a X O ICOn M `V ¢ rn U co Z a w 00� �M 0 0 N � o � V) z a 0 4 O w o N �N � c� w� _ E Q 0 ®0 i N T em o Jw M�¢ M z Q J U-=o sZ E E ®CU w tt o° >� z© oa OU R OQ OU o E (V ao Z. ao az ttw C: zz = U m0 Co O LL a m w N O o zo QU a wLL �w T U r 02 ao S G �- O CD w i o a ef' zI Lo rn (ca L 0 A, W o �, M ' O O r1 0 to m O r co = N r ,- O CNI Lo O a, co r E N rn M -- N Z m N Z E O �, C a�i ¢ o � JOB NO : 21-2030 SCALE : AS NOTED SHEET NO. WP IZA ill= Z 111ii - ----- ---- --- --- PrRO'DUCT APPROVAL SPECIFICATION SHEET (2021) February 12, 2021 Florida Department of Business & Professional Regulation Building Codes and Standards Approval Application Detail page 1 Iffl2d'21 C_ U) >= (D QoProduct ��� iull Revision sea 0 I 2 3 4 5 6 7 8 9 rede Version 2020 Th.--7, 0.11'eaven Ctagory: Pitt Doors SpiloCid.gory: SWingIV Exterior Door Assamd Is 9 Czamplianca Misfirund: Evaluation Report 11- a lorida Florida RegiltsrodArchitept or a Licensed Florida( Prolovillomal Lngin aer Product Madql. N" Or or its" A- Thera-Tru Fiber-0assicand Smooth -Star li, Th.-a-Ta, FibC4a.id1 arri.olh-W., Theassi-Tru Filbi-Classic and S.-th-St., d. Therrrs,Tri.i Fiber-Classiz and Smooth -Star e.'Riena,TM Fibar-Clzsalc and Slintroth-Star 1, Tbtarse-Tru Filber-Classo.ral 0. Them-Tru Fiber -Classic and Smooth -Star h. Ithirma-Tru Fiber,Classlo Nad8mooth-Sar J, Therara-Tru Fiber-Claesd and Smooth -Star 1111tity or Coal End,ser Cleanse Validated ey at- Jasper- Lyndon F Schnnidt, P.E Ryan J. King, P.R. d 860184Y7628 PE-43409 t813)767-5555 staspersonQt1havanatruco in Clumily Aruirsir's Patiduel Desorption Conarg= Date Norninal 69#X8&quqIJmtpact&qUot: Opaque Composite Edge Filbargla. Single Dom �h%MalgAoutaalu' q; a) Nmhin.IG 8,oitudOrnpail Opaque 1=112021 Skmposfta Edgy Fiberglass Single E)oorvchll aidelile(s) (IninuirolOurwing: XO, OXdr OXO porfiliprallmal Norair.1 63#39 8 3qsmArnp.ot&q..t; Opaque Inl/2021 Cempoult. Edge Fibergasn� Double Domwith or th.t sidiuls. tmsw.qpOAv.Irg: XX.rC)XXD ponfig.hati-M Nmanal 8039.0 Squerimpactiiquot: Opaque 12131121321 1 C.W.1t. Edge Rherglsngla Dom InswnclOut-lal X-foratimi) Nonrinal 8&tM,.G &aidjanpasclWat, Opaque 1n1f2021 Compowe Edge Rborgusass4gl, Dom with edeW.) KO. OX.r OXD comfigurati Niondred 6;;'3g:C 8,quot:Impao.quct Opaque IM112021 Composite Edge Flovillaw Double Domwith or with out sideft. Xx or OXXO national caMentrllit'n1al 66439:8 &'qtm;Impac[&.,quot Glazed 1MI121121 Composite Edge Fiborgiatessinplo Door (In_ag10aah`9; Xtoniquialicri) N.11.1 69*2" &`F'orl"pecli"quot Glued lnl/2021 Cionrip7othte Edge Fiberglass Single Doorvito Sidelite s) flanwineOdsulng, XO, OX or OX0 porligntimral Nothrilhal 68#39.6 &WOUrrineeti,quict: Glued iMl,2021 Composite Edge Fiberglass Doudle Dom With or '!l sitatiosa ifireminguOutiriving; XX or OXXD a. p9tA DI Me latunding Dere Submitted Fac A-v.1 Ammcyad Slatus, 07rIN21)ZO W1212020 07/29n(120 1WI312020 App,-,d Approved for Use Impact Casson It, HVKZ outside HVHZ Re to ftosinjilre Yes Yes Yes WA Y. Yes Y_ NIP, Y. Yes Y_ NIA Yes yes Yes WA Y. yes Yea WA ya,I Yes Yes MIA yes Y. Yts NIA Y" Yes ye, WA Yes Yes Y- WA Mounting Brwkets (10 Gauged 4-11.2'x 4-112' x 2-11" 00 • Back k Crosssupport (May be cut to W) See Anchor 50edule Rig ht Bliacket 0 6 Gauge) Belts 1 (2' Dia, A3 25 Ga Iv, (TY0 Screws O is A/C UNt Bottom Edge IF Hurricane Strap (TVpica Ir 3 in ftont) iNashers Front Cross Suppat Self-i t+tklng Nuts is be cut to W) Left 15facket 0 6 Gauge) IF 14 Self -Drill" Sarem Thru Brackets As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the inlibrimation and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a 0 U) =3 CU -CZ 2 0 = 0 0 U_ co 0 -4� %4- CU 0 U) _0 E U) U) co C_ CU U) ^' U) CU > 0 L_ a_ < Category/Subcategory Manufacturer Product Description Approval Numberfs) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Sm ooth-Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psi 12/31/2021 ThermaTru Fiber -Classic and Sm oath -Star (IMPACT) FL20468 +67.,01-67.0 psf 12131/2021 ThermaTru Fiber -Classic and Smooth - Star (IMPACT) FL +80.01 -80.0 psf 12131/2021 B. SLIDING MI Windows and Doors Series 420 FL1 5332.1 - F Ll 5332.5 +40.0/-40.0 Psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curdes, Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst stet] 12/31/2025 2. WINDOWS INSTALLA116N INfORMATION Bark Cross Support Into AIC Unit Bottom Side (TWical t 3 each sik for hurilcam use) 10 11 F ThdT,� FIb-Classic and Sandoth-Star k- Thernizi Fiber -Classic and Smooth -Star configurations) McaNnal 8',1) &cpiot;lrnped&qUot: Glazed =112021 Coardoelte Edge Fibmga tlinwimillouts'41119: X conas Q,,91. Door gurall"a) Nominal 83#390 "uW;mpa&cpdt Glued 1M112021 Compofte Edge Fiberglass Stage Dom with sidelasqo 'IMM"gloutming; X0. OX or OX yes yea Yes WA yes Yes yes MIA Z A. SINGLE HUNG M1 Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 t=64 -th 6 a=- .V*Alimse upon stabs err. Florida Department of Business Professional Regulation Building Codes and Standards Product Approval Application Dollar page 1 of I 1512nl 12 13 14 15 16 17 18 19 1. Therinne-Tru Filo.r-Closek.,di Smooth -St. in. 71,-Tru FIbC1pssJz and Sm,oh-Star r. -fliannna-Tru Rber-Classic and Smooth -Star Fibilr-Clealo.rd sinuoth-St., p. Therm-Tru Fiber-Classlcsmdtimooth�st.' q. Th.T. Fiba,Cl ... ..nd Smooth -Star r. 1F,e.Tu Fsp-Clssio.rd Sraooffi�St., Thenve-r. Fiber-Q.mic ad ocafiguniflons) Nominal �WS,0 Glue 12r3l)2G21 Componsiths Edge F11,Wgrass Omble Door wftdh or 31d,11t. XX.. OXXO e lon) confouneNorrin.1 66#39;8 &quolIrhpsd&qm; Opaque 12/312021 Composite Edge FiberglassSingleOcorwith &q..t..NcaImound&q..t adillitefs.1 "Waraing; XO. OX m 4X0 coallipurid.ris) 01 ping" MmNnnu'5&#;3S,8 &q.,orrhpd&qm: Opaque l713i2021 Carnposif. Edge Fiberglass Double 091th il,ols Sidelitte (finwIng/OutavAng; O>X0 corifiguat .3 Opaque 12'312021 C"na"eit, Edge Fiberglass SWgI.O.m.1th (InswinglOurtswing: XO, OX" OX0,tonfiguratimi Nominal a&M:0 &qotJ.Pu*ut: Opusque i�lnozl Cernipotat. Edge FlWgIsis Double 0. .with Sidiultas (newingoi-all; CXXO.msfig..bm,) Manurial 6Ǝ &qudt:Nop-m;h2dt&qudt; Opaque 12,3112021 Cliniposifte Edge Fibargl.. Slagle Dom (In"InVOinsai X conliguration) Monniral 69#39 on-impa.Mold; Opaque IMIM021 Compostat F Fiberglass Single Cdo, With corrigur i 121:�112021 C."o'lle Edge Mb.gi.. D.H. Dom with -or witrouta delit" OnsWing(Outsvilng: XXorOXXO Yes Yes Y- NA. yes Yes Yes WA Yea Yes Yes MIA Y.. Y- yes N/A Y. yes Yes N/A Yes Yes No N/A Yes Yee No MIA yes Y_ No WA Z B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL1 5349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2 025 D. MULLION MI Windows and Doors Series 5764 FL1 5353.2 N/A 12/31/2024 PGT Series 5500 FL261,1 N/A 5/2612026 Code Entity or Data Date loorldling Date TYPW Vaindmin fil.rsuz.Wrar coninsall Engine.. & Ltd.- Validated Is, Validated Ruldrinfilad FrIC. Appho,,sl Aperovae star.. Afflornation 2020 Smart Vent Products Inc. Mior"I Grens. Firm" F. Nmaro P.E. Loclo, 8-dan P. E. 12Fs;2a2o I�IW2029 1212&'2020 Approved Callegiory: Structural Components (0771441-8369 PS_73�8 (334) 3DO-1800 ,a o_ S.InCatitig"n, Products Im.dd a, Result of fiti�"_t N Tschre-gy Compliance "hod; E�dinetfioc RiPma from Florida or. Lloansao!Flcrid� ,vietsIond Engineer E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside d Vented St FL15272.1 FL15272.2 +75.0/-75.0 1213112021 and - psf configurations) Sees 1 2 3 4 5 a V�:do _Nuiab, 11 Naring ..' 0 540,510 t .5 nVent Mode #1540411 =Vaht Model #1540-520 S. lVord Mocal #1540-521 Srh�m t Mod,[ 01 540.524 Smart ar,tlihidei#154�5TO QgMy Assaurano. C. In',saluel, onaeopulim idrsti Exiolgtion 2a 0 at Function Flood and Varifil,timi Vent IV312217 Duel Function Flodd,nd Ventl0lon Vent I 2f3 �20 0 finwj1hilled Flood Vent I W , �020 frisultied Fl..dv-t 12Y 1f2020 16" "stage Dom Flood Vent 1 VZ1f2020 Wood -Wall Ingd.ted Florid Vent I 2121f2020 Approved for Use ApproycuourUss, Impact Design In HVHZ 0.1und, WHIZ R0,90,ink Paissame Yes Y. MIA You; a, Milk y liodfl� 0 Yea yes N�A ', 00A to Yes Yes MIA +100F too Yes yes, NrA NIA Yes Yes NIA .10"'loo 20 21 22 t, Therna-Tru Fiber-Clasala and antooth-51mr u-Tho-Ta, v. Thsnall-Tru Fiber -Classic and Smooth -Star N InBla'OAqact;Nm.inipoct&qud;Omqu6 IM112021 Mpoute Edgers; Fberglass Slagle Dom (inatdriX rimifiguration) IMIf2021 _P. age Fiberglass SingleQ-d` With XO, OX.r OXD earifigm 0 an Nominal 8$039:0 aqua :Non4rrpaot&qUm: Opaque IM112Q21 Canodsitt, Edge Fiberglass Double Pom%lth or Yes yes No MIA Y. Yes N. N/A Yes yes No MIA C. OTHER 4. ROOFING PRODUCTS 7 Smsi Model 01540-574 14,5&qu '; Gera 9, Dom Flood Vent 121312020 Y. yes NIA MIA 23 Th.,-T. Ribiar-Cloi-le and Sinooth-St.r Vkhcut S deltes inswunglOutsiMnI XX or OXXO corriligMZlons) No"Inal 69439.8 Glued 4213112021 Y. Yes No NiA A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/1612022 Flonda Department of Business Professional Regulation Building Codes and Standards Product Approval Application Data!] Page I aF 1 IM412021 24 25 26 27 28 x. Thermst-Tru Fber-Claiiii; and $mdmh_,$tar y. Thettras-Trit Fbor-Clasolso and Dmocuti-Star z. Th.risia-Tru Flider-Clai*lp and Smooh-Star za- Therma-Tru Fber-Oaselpand ,9mooth-Star zb- Therans-Tru and SmoethSlar Cornpst. Edge Fiftrgl Slagle Do., I nisafirg(out'whng;x orrianstimi) Nalawn.164039;8 mud 12.131M21 Composite Edge Rld-girsasSingle Dm.2hl sideftehat rnaeugPoutawaig; XO, OX or OXO Forlislunthnih Mcillial 68#2Q:8 &qlror;NmIhVaot&quo; Glazed 1 2J,11 t202I Ctatnpo'flt Edge Rp�q,ss Dmible, Door Wuh or Ah -tSiddits. flasiwagiOutdrig; XX m OXXD configurallons) Nominal Glazed =112921 Cornpoote Edge Rbargleas Slagle Door (InsidnYOulawieg: X"""a"I") Nentral 88#39.0 ihqUm:NmhImpaet&qUV: Glued 12(3112G21 Composim Edge FiborglasssitUlt Domwith Sidetihaah Hnav,ing/Outming: XO, OXw OXO contiWn.ti'l Nornmal 834390 4,.quhcC.Nm-Ihroact&.qua; Glued 1=1rZO21 CF,np, A. Edge Fiberglass Double Door With or vithotts �dalhtev JinseingfOubwing: XX or OXXO coarfwhalions) Y. Y. N. NIA Yes Yes No WA Y. Yes; No N/A Yes Yes No NIA yes yes No MIA B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12131/2024 Code mittly of 2& W Data PgAdling D&I Typ- V.-an C..t-1 Eqh,- IL U..n.. vaiwatd By Validated sksmahbal FIsC Approval Apt,d status Revision 2020 Drexel Metals. Inc. 'Jas. Shumao ZedWry R. Pdtal Looks Spenden P.E. 08[10/2020 081139=20 Oan=020 10S13f2020 Applouad Category: Ramiro (502t 303.1511 PE-74021 (M41 300-1800 SubCategW. Moral Roping lsa._tz0daar thus oma Cossipflarim Method. Eituation Report from a Florida Re9l"d Arched or a Lle., sphd Florida Professional Engineer Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FI_784927 - FL7849.28 N/A 12/3112025 Boral Tile n Saxony 900 FI_7849x 16 - F L7849.20 N/A 12/31/2025 spa 9 ""'..'ands Pmduat Ne*rIbilon C.rd,.=n Dal. Appirotied for Use Approved HVHZ Impact ca,slon In HVHZ Wald. HVHZ Rastislaig Pressure DMC 10ONS, DMC 150SS, DMC 175S, DMC 1 DMC 10ONS, DMC 15OSS, DMC 175s, OMC MOZ, Duo 5V Yes N. NIA 10I-I8h0 F. METAL ROOF Drexel Metals, Inc. 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS Florida Departmerd of Business & Professional RegulafiDri Building Codes and Standards page I p`3 117rn21 Florida Department of Business is Professional Regulation Building Codes and Sla ridards P.'. i of 1�021 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5076. 1 - F Ll 5076.2 NIA 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 Product Approval Application Detail Product Approval Application Detail code Entity ar291 PA Data Pending AWA TV". Version Manufacturer C.,l Isnuirrao, & Unease Validated By Validated submitted FFIC Approval Atinsnisiod status Entity a Dal Date Dare Pandian Data VersionManufacturer cruid.11 Vilificlated M Y'licatiall limbraltin,ol FOC A,,.yl Agana 2211111. 6. STRUCTURAL ftevldon 2020 Thorma-7ru Corporation Category- Exterior Doors ZC.t.g.nr! S.Inging Exterior Dom Arnbfi- C."llourica M.dr.p! EI..tIbn Repot lamn. Florida Registered Architect ore Licaa sed Florida Professional Engineer Stave Jasper- Lyndon F.SchmIdt. F.E. Ryan J,King, P.E. (ZOO) 84S-7624 PS-43409 (613) 767-655!, O7f2312020 O7A22020 07/22J2020 10113=0 Approved F.,Aaken ton Thm.-TruCtappersti., Cateonly. Eiden. op.'s SbCaleguy, S�Mgrg Eirt.rior Otior Ambliis. raplikands 1018thad: Eyali�timi Report Boma Florida Registered Architect m � Licensed Florida Professional Engine,, strov..1asp., Lyndon P, Schmidt. P.E. %an J. King, P E, (BOO) 943-762-1 PE_ 42"09 767,6555 th IOM312020 071120D20 D7MJ2020 101t3u2020 Aptor"d CAI COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see c hart ANCHORS Simpson Strong -Tie see chart F020l6ILR4 sea 0 I 2 3 4 5 6 7 a 9 Products Productlard"t Number or Nam FibQ.paic and Sahooth-St., to Therans-Tru Fithar-Classf. and Sincom-Sto, c Tn-Tru FihCIsIc and d, Thera -Tim Fimer-ClaaSk and Smooth -Star v, Ths.a-Thu Fib.,Glm and Sai-th-Sts, f Th orma-Tru Fiber -Classic and Smooth -Star g, Thenna-Tnu Flibur-01c end Smooth -Star h. IF,Tru Fit,ClassIc and Smomn-Sar 1 Thermes--i'm Fiber-Cluselc and Smooth -Star Quality I Assunwale Deloodiplic Contract Expiration Date um;0paque 12t3l,2021 Cminip.isIM Edge Fiberglass Sngl'e Door (IneWin gr0sur,ow" g.Xedrifiguration) N-in.le&.#39 B "&q'um; Opaque 12n112021 Cornposin, Edge lil,rg Sirigk Dmwith Sidi 'naw"'lou"Wrig: XO. OX mOX0 mvT1gt`drQ Nomiri "hnpad&qum; Opaque 12f3l e2021 Cmnpsake Edge Filberglc Double Door ,ilth or c,thout confgu'ahchs� Nothinal 8&439-0 &cumlimpapti,quot: Opaque Corri Edg , a Fiberglass Single Dom 12131/2021 X"'fig.""I'm Morniral 8&935 0 "uv1h1.p.dt&q.m; Op.qu. 12t3laO21 Cornip.sibe Edge 11bard... Single Door with Sldtilte(s) (Inawriwoutswing: XO OX or OXG omiligurartions) N-11 6&*9:0 Opaque 12t31�2021 Clai Edge Fiberglass Double DomAh or wictawt'Sidelftes (hs-eingfOulewng: XX or OXXO oinfigu c_4 N-1.1 6' 6 &qummp,ot&9.m: Glazed 121'3112021 C-posso Edge Fiberglass Single Do. rasv,Iu,WC.t,v,Ihg: X ... filairstimil Noranisi,16&E9;I5 &qupr1mp.vt&quc1' Glazed 12f3l r202I Composite Edge FbargI,as5lrgI.0..wtm ".are") ('a'? inglCutawng: XO. OX or OXO configurations) Norrinal 6'R &qumJquot; Glazed 12f3l/2021 Compo to Edge Fiberglass Double Door with of Ithoptil'Oid.lite, XX or OXXO c."gul-,tima) Approved for Lee, Approved forte Irnput - Deslan It, HVHZ 0111-11110 HVHZR-10'allf Pressure No yt�' Y- NfA No yes Y_ NO, N Y.� Y. NIA. No Yes Y" NfA No yes Yes N/A No yes Yes NIA No Yes Yea WA No Yes Yes NIA No Yes Yes, WA 111*2041iisti 1 Prod !t=F!!1e`r-0111aas1c"ard Smooth -Star Qualm, AssuranceI - Product Diaorialloo Moral 68439;8 dquo"londraMao4cluct Opaque izaiflml Ontal"all Edge Fiberglass Singe Door X configuration) ARRUEUX-La A -,,I fair Use larrivela•t Dialkan in HVHZ OFtM, HVHZ F.Wistaint pressure No Yea No WA CIO > CD U) > 0 CL B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/3112024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527A - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast-Crete Corp. High Strength Concrete Lintels. 58 FL1 .1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels A FL1774 N/A 5/25/2024 Florida Department of Business Protesslonal Regulation Fag. 1 of 2 Building Codes and Standards Product Approval Application Detail The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the Itillowing information must be available to the inspector on the jobsite, 1) copy of the product approval, 2) Code Data Date P&,dind Date "I". V_imr Manufacturer Content Eri.irsar 4. U .. a, Wynittol FaCAp,nnyal AA,- rid Status. R.1itomi 2020 MI Vdfnda'.•+s andDools Rt Stringer Wa Robert. L Steven M. Urich, Fir 1010612020 10X612020 1111912020 12115020 App-d Cab.gmy: Ribaftr D- (717) 365-3300 PE-625i 4 91T)3174,1S4 8.bCtg.,T. Sliding eid,lm Dom Ahrbliea Queffity Assau'airsh, Awrq�ied for Use Approved for We Impi Douslari lei t. Comp Ilessas Method:Method:evapatImi Report tom a Modds Reglateredkehl*t m% LIceirsad Florida Enoln.ar San 12 !tll�cl!' d1l, an tifillinulaur 11 Nam" fiber-Cl.esic and $rtoffi-Str pmdurt Douiedoil., C. NmnFa)8U3D;0 8quotlinpad9c.,ot: Glued 12131t20211 CompostEdge Fiberglass Doutile Door.wilh or without Sidelites flhsvoing�u1swhnq, XX or QXXO ocafigficris) In HV4Z Otitsid, FVH fignaustarat Press., No yes Yes NIA . . .... APPLICANT SIGNATURE DATE a--# 1 2 3 4 5 Product IlkuhherMe- SERIES 42QALUMINUM SGD SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGO REINFORCED SERIES 420ALUMINUM SW REINFORCED SERIES 420ALUMINUM SGO REINFORCED Quatuty Assurance Product Desithu, Contract Exaltation Dal. SER ES420ALUNINUMSM OXO IWI=4 .1 145-314 &-quotx8O&.qum;NC4,�RER4FQRCED 9ERES420Al_tJMlNUMSGDOX.XO,XX 12131J2024 S6&qud;,808cpoI' MOM -REINFORCED SERIES 420 AUUM)NUMSGD REINFORCED 0A0 lV3112024 14i5,Sr4&qudtv9&&qu&; SERIES 420ALUM)NUMSOD REINFORCED OX 1MInG24 XO XX96":66&.qut: SERIES 420ALUMINUM SOD REINFORCED XXK 12f3t21124 A,w,,d far Use Arnin,viud for use Inquact Castor, In HVHZ outside HVHZ Resistant Pnestair, No Yes Na WA No Y_ No NZA No Yes No N/A NO Y. No NIA No yes No MIA 0 LL Florida Department of Business & Professional Regulation Building Cades and Standards IV2uQ1 f, Florida Departriment of Business Professional Regulation Building Codes and Standards pag. I ova 102021 Product Approval Application Detail . .... .. ........... . . .... ... Product ApproVal Application Detail O LU 99ft Entity or Ill LIM Data Perrino 111-te 7vl>. Version Manufacturer ads frarbiquir a Wowing Validated BY Vdidatild &WItted F15CAgoreval Atuorovadl Straths Revision 2020 PGT Industries, Jens Ro-At SCOO - CER Miarril RCCO - VAL 11)l9r420 i Drd$=20 W2412020 Approved C.Wsl E4ed., Doors (941)48G0100 (786) 3-15-259d 8ubCd.g.,F.Slohig E tual Door Anabrva Jki@pgdndi Cturnirr- Method: G:7.11. Mani m Using ma Qlpatly Assurance Awr*vtd for Use Approved for Use Innow Damon &A-0 -b,,D,N,,, Product DsWarlfloo, In KVhZ Resistant prempe Cd. EnM,r _02111 [hit- Data pluroline, We Wine verslon Validated ME Validated Submitted FaDCApproval Apphbwd Status Revision 2D20 waye a-Dalm, 2 division of Overhead D., K-sh John E, Scales Jeffr- P, Arcesor, P.E. 10111202a 092V2020 1012M020 1211612320 Approved Coopereahm (33D) 763-8121 PE-51737 (904) 821-5200 Cateopiry: EArim Do- dkornishowayms-dattion, slulb,021a2ary-_Sedbon I Evaut. Report 11mri Nelda Registered Architept or a I-lasnued Hold. Professional I Engine er �PtDLL591126LM 5t Missile Impact) Vinyl Siding Glass Dom 04144,2021 Yes yes Yes NJA Quality 4'surnsuie Ammovind for Um A.,novaul for U. lau.-A caste, for Sao A 10 lorld,11=111-bet or Wine #1105 8009,51001a200 #1123 Product Clescriptiolp Contract Extilrationpai 9&*39: Mail "dih . 14*39; Maxheight. Glazing I WIM23 available I n-top at intormedhat0sodlon. lyiffidtht 14&#Ve Matholght, Glazing 12/31=23 Valhalla In top or intermediate sector, In HYHZ. outside HVFl Itoldstant Pressure No Yes Yes -31.001-35,00 No Yes Yes 430.00J-33 50 SHEET NO. PA 1.0 _4 — N N : C Code TvT De Yar_siwn ManufaGurer Revision 2020 Curves Division of AADG. Inc, Category: Exterior Doors Subcategory, Exterior Doer Components Compliance Method: CerhfMeMpn Maur or Listing - F1.011507-RBProduds Sao M Product Model. Number or Name 1 607, 707, 727, 747, 757, 777, and 84T Single and Pairs of Doers Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Coritacl EnalrroorB Lrcanaa Valltlafed 84 Tom Reve, ILL LLC Troy Bishop. P.E. (641)424-2813 f954)947-0880 IAm.ebry@asstabipy.co m - Quality Assurance Product Dascrionan canlract Exoiratran Daka Flush, Glazed. and Louvered singieand pairs of 12312p25 hallos metal doors. Pa4x. Data IVal daE¢d 3riluninatl 12✓1012020 lWol/2o2(1 - Approved for Use in HVHZ Yes Date Panting FBC Aooroval Approved for Use Dulsido HVHZ Yes Page, at it =21 @ Aonrovad Status 12212020 approved Impact Des n Resistant Pressure Yes NIA v _,:. + ., . _ ... Code � 4. �'E! Version NWnWaeturer Revision 2D20 MI Wlndelxa and Doors Category: Wndows Subcategory: Single. Hung Compiler -Method: Certification Mark or Liehng Sauk product Model. Numher or Name 2 135 SH Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ..,.. ,,,.55 i E t1 J�BL Contact Enainaw'&License 5talidatad &r Brent&flinger AndisdA n Amhitadural Steven Mi Uri& PE t71 T)365-3300 Manufacturers Assaded.n 1717)317-8454 bsitAngerp}miwd.A— Quality Assurance Product Destitution Compact blAnilon Date 52x72 FIn/FlAnge Frame IGISG Single Hung 1010&2023 Laminated Glass a Date ter Pate pending V Ile Aa ug submitted FBC Anuroval 11t172020 111t7f2020 Aouruee l for irse A,rgved for Use h1 HVHZ Outside HVHZ No Yes Pagel oft Irr2o2i BdS Aon=Quad Statue _ Jl1rV2020 Approved Impact Ve j_ Resistant Pressure No +601-60 Florida Department of Business & Professional Regulation Bullding Codes and Standards Product Approval Application Detail paged oft 15l2021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft ergz, cn Co �. (� D O � V /'�� }•t1 "rye �/ V / }/•r�a � � CV /R U -VT4�j O y O • L_ L_ — /0yL � = O O �1t O CT3 O v, ^' 0 CIO ( i �✓ �a /� trJ co Q -: a •, ,. .. EniIN or li fie bAll,Mtr Date ppret o d"g Contact EI1gh1eer8 LlcenSe Validated Validated ed 3ubmH[ea 'FBC Atui naval Bppjgy_aQ Status �r� YetBID11 (YYynu{attur&' C Aft4mallon 2020 PGTlndustriea Jens R---W NM-1-Dada BCCD- CEP MIemPDade BCCD-VAL lIM2020 11P52020 1111 M2020 Approved CategoryWndo.•�s. (s41)48MIDD (766)315-25K Subcategory: angle Hung lrosan•sk(@pg[industnae,c Compi ante Method. Certificate, Medr, or Listing om FLN2311-1125Roducts Q-14, Assurance Aourgvad for use Aooravad for nice bpi etch, Sea o Produet Model. Number or Name Product DeserlDtion Compact Expiration Daie t XVHZ Outside XVH2 Reslalaint Pressure 2 SH5500 (Large MIAM. Impact) Vlnyi Single Hung VJmdar 07MO2025. Yes Yes yes NJA q <; is -- v .., - � - - ,CQtie nt ar p�tg Date Date Pendinu. Date � T. Version Manufaefurar LOMact. Enbl ,+fora Licansa Vafidalatl P.v validated! Submitted FBC Aouroval Aoo�bvatl Status Revision 2020 MI Wrelows and Doers Brent stringer American Arch lectured Seven M Udch, PE 10Nfi1202A 10/062020 10J552020 Apr, v d Category: Windows I717)363.3300 Manufacturer Asseciation r(71T)31t•8454 Subcategory: Horizontal SMdel bsitlingepmiwnt.com Cornplla[1ee Method: Cer foatlon Mark or Listing PW5351-RBpmducts Quality Assurance Approved for Use Any, oved for Use Impact s I AMU Produut Modal. Number- Name Product Deenni tan Compact Exolration Date in HVHZ Dutside HVHZ Resistant P.— 1 H$188 Fin and Flange Frame 7302 I..let" Glass 02fl612024 No Yes No-551-55 `i1V Florida Department of Business & Professional Regulation Page 1 of2 Building Codes and Standards I1s2o21 Florida Department of Business & Professional Regulation Page I or Building Codes and Standards 1r12021 Florida Department of Business & Professional Regulation Pagei All Building Codes and Standards Irl2D21 Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 115r2021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Pending we od- S,nE r[v or Daft _WA Tda Va„=Ion Manufacturer C."Neet Enorneara Licansa Validated Be Validated submitted FBC Aoomvai A—vig Ntalus Revision 2a20 MI Window and Doors BrandSitimger American A ttifte drel Steven M. Urlch, PE 11222020 11f22R020 1108/2020 App,—d T 3fi -3300 u. urn s Category: Windows 117) 5 Man tact esAs rotation (7t7)317-0454 "Category: Fixed' bslNinger�.mhvtl-tom Compliance Method: Cerli( anion Mark a Lising :=aa FnLOtJ2L �SY D.M. net, P.ndlnn gg�e T"An' Yer_sion Manuraaturer Car=tact E,,!,,.r & U.—c Validated By ValldA,d Submitted FBC Approval A roe ,dv Status PGT Industries n R s sN Mia 1-Dade BCCD- CE Mla '-D e B - VAL Affirmation 2D20 Je s paw m R mr 5- CCD 11N5y2020 itl05/2020 11l11f2020 Approved Category: Wndosn (941)486-0100 (786)3I5-25fl0 SuhCategary• Frretl Jresarzskt@P9lindueMes.c Compll¢nca Method: Cwtificatlon Mark or Lieing om p 1r„g�a E_ ntit�nr D�(g, 2" Data PanrLne eke W. Tn(gg Version Manufacturer Corp Engineer,& License validated VARAW.d Submitted FBCA,,.,l Aoor_ved statue I d Previte, 202d Cadgri Win Dears (7ant 365-33r Luis 26i4 ,PE Seven M. 7-8464, PE 10J06l2020 10f062020 10}1912020 12i152620 Approved Cat Windows egory: (717)365-3300 p&62514 (717)317-8454 aIPlCategary: WIN— bsltlinger@miwd.com Compliance Method: Evaluation Report from a - - - - - c� EntM w ,D�ta p" Data Pandna • ,gp(g ��1�X TV- Version Manufacturer con t Eltdmeer& License Valldaed By Validated SubmRtatl FBC Apppovai Approved Status Attilmatlon 2020 PGtag-F. Win jena 41)486dcrski Miami-Datle BCCO -CER Miami -Dade BCCO 'JAL 11/052D20 11i05/2020 11l1 t72020 Approved subcateg Wnd0a3 posm 6lopgri (786)315.2590 SubcategoryMull ms Ir�owski@pgtindusMesc Compiled.. Method! Cerafi.a5on IMAM or Lisdng om FLW 5318-R18.Fradwta Florida Re etered Architect are Llcensed Florida F Lk243.R24 Produete Profess and Engineer PLII261-R731'roducts 8-0 A Product Model. Number or Name 1 185 PW Quality p_urance Product Descrlp(Ion Contract Expiration Date 73 x 72 Insulated Glass 04/02/202S Annrovetl for Us, t, HVHZ No Add —A for Use Outside HVXZ Yes i(ggggt Resistant No �qg Pressure .60/.60 Se �j! 5 - Product Model. Number or Name PW-5520(Large Missile impact) Oualit, Assurance scr pu $oduA De lotion Compact Fa ' atlon Date Vrryl Fized Wrl 041302025 Auoroved for Use .Aonrovad for Use in HVHZ Outside HVHZ Yes Yes Impact Resistant Yes Desian Pressure NIA prA1 F. - R Products Seek rri,:: Product Modal. Number or Name -. Quality Assurance Product Descrlotlon Contract Expiration per, Aoorpved for use Aooravad in HVHZ for Usa Outside HVHZ xnoael Resistant o—n- Pressure soak 1 product Model Number or Name Mullions for All Doors an A! Wihdate OuaIIN Assurance Product Descrlotlon Compact Exolratlon Date Aluminum Nvltions 05262026. Aoorpved for Use Aooravad for Use In HVHZ Outside HVHZ Yes Yes hnoact Resistant Yes Did- Pressure NIA 2 5734 Vertical Aluminum MUINon 12131/2024 No Yes res PUA Florida Department of Business & Professional Regulation page oft Florida Depa nment of Business & Professional Regulation Page, oft Flo ride Depa rtmerd of Business & Professional Regulation Paged oft Florida Department of Business & Professional Regulation pager of Building Codes and Standards 11812021 Building Codes and Standards s2D2, Building Codes and Standards i82021 Building Codes and Standards =21 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail � M , .. : dr ,- .. - ) rs _ „ .. _ _...,, .:--:k<•_�-,� .,m-�. - �� ter-.. Cod. Inalty o Date Dote Date Pandkna rate code Entity or Date Date Date Prldlno ate Coe all MI Dan. Date Date pending Vat. Code emity ar pave Date Date Pending Date Toa Vane- IAanufaeturor Content Enitrwara License Velid,tad By Vagtletotl submitted FBC Aporpval Aden— Status 71L08 Version Manufacturer Contact Brain ... &Liesns. Validated By validated Submitted FBC Anuroval Aooravad Slaluz ypa_ Version Manufacturer Contact Engmaer&Ucanse Validated By Validated Submitted FBC Approval Approved Status TTv Va_on Manufxturm Gor�taet. Entin... &Licansa validated Be Valid*otl Submitted FBCA=mval Acores, Status Revision Mc James Hardie Building Products. Inc. Category: Panel Wells subcategory: Siding Compliance Method: Evaluation Report l om a Florida Registered Nchitect or"a Licensed Florida Professional Engineer Chad Disreks V. Andrew Tan John Southard, RE. (9099545.835E PE•81662 i352)367.2626 cheddiarruagamesherdi e.mm 01/052021 12`lnom 011D612021 ding Fen Appn Revision 2020 Alelds Category: Panel Walls Sub Categafy: Soffits Compiled" Method: Evaluation Report from a Florida Registered Nchlted ova Licensed Florida Professional Engineer Nick Thompsch Lyndon F. Sdmidt P.E. Ryan J. Kng, P. E. (330) 922.2389 PE-43409 tat 3)757-6555 mhompsm@elside.con 1ME2020 10/262020 11/022020 ID152020 Approved Revision 2020 GAF Category: Roorng Subcategory: Asphalt Shingles Compliance Method; Evaluation Report from a Florida Reglslerod Architect or a Licensed Flerde PrWessional Engineer Michael sgeh Robert Nleminen John W. Kitezemen, PE (800)765-3411 PE-59166 49541'772.3224 mstieh@gafwm 09J262020 Ug21/2020 1CM22020 12f15/2020 Approved Revision 2020 TAMKO Building Products LLC Category: Rooting Subcategory: Undedaymems Compliance Method: Evaluaton Report hold. Flodda Registered Arch nett .,A Licensed Florida Professional Engineer KeRI Eden Robert NlmNnen John W. Knezeil PE (417) 024.6644 PE-59166 i,S54)772-8224 kerd_eden�tamko.com 10A04J2020 09292D20 10P22020 12/1512020 Approved 171.4113192.74s:Products - - Ftu/15212-r43,chnp; s - Futialm-R29 Rpdocts - - FW2328-Ra Protlutda- Se Product Model,Number or Name �kCanMadt capidityAssurance Product Descrlotlon Exolrazlon Dare Apmovedfor Us. ion HVHZ Approved for Use Outside HVHZ Imgatt R.11stent plit lan Pressure S_g Product Model.Number 'or Name QualltirArlurence Approved for Use Approved for Vsa Product Deacapfkn Contract Exohazlan Dale In HVhZ outside XYHZ Impact Resistant . Deslon Pressure Sea'k Pradud Model, Nurnber:or Name Qk4ity Assurance Product Descrlotlon compact Explrazlon Data Approved for Use In HVHZ Approved for Use OWeIile HVHZ IMINIP'1 Resistant Dee. Pressure. sea Or ProtluctMaAeL Numb¢r or Name Quality Assurance Produet DeserrotWn ..,trod Exolra[ron Dale Approved for Use Approved for Use In HVHZ Outside HVHZ ct es -relit gpsly} Pressure Mj 1 Cempienk Lap Siding 2 H—HePt-li Lap Siding fiber -cement lap siding 12/31t2023 fiber -cement lap stung 123f2023 Yes Yes Yes Yes NIA N1A N}A NIA 1 2 e. &quol:2Taquof Soffit b. &qud;AMianca 74", SdMt Vent or Sofd vinyl Soffit imi2021 Vane or Solid Vmyl Soffit 12312021 No Yes He Yes No No NSA WA T GAF Asphalt Roorshingms Fberglass reinforced 3.t.b. ferrdnated, 5-tab and I D162022 hipmdge asphalt shingles No Yes NJA NJA 1 TAMKO Roof Underl.ynnents (HVHZ) Roof undinday—de for use 0 FBC HVHZ 101IM021 jAhaded- Yes No NIA N/A 2 TAMKO Rod U.,Ad.ymenls 0r0ll HVHZ) Roof undeNayreerlls f—Ast In FBC non-HVW IOIIM 21 No Yes NIA NJA luriecrod—. Florida Department of Business & Professional Regulation page I oft Florida Department of Business & Professional Regulation page 1 dt Florida Department of Business & Professional Regulation p.g.1 01 Florida Department of Business & Professional Regulation Page+ d5 Building Codes and Standards 1M2021 Building Codes and Standards 102021 Building Codes and Standards im2021 Building Codes and Standards Im2021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail y _ .ate Code Entltvor refs pate Data Pandkna e �t Sde � Ant lri y-, f�i 6�-g Data Pending 031q �e Ellr�[ Date Cal$ Data PBlitllnd Owe - Cod. EMiM or aq�g Data Psntlind ,ate Tvoe Version Manufacturer cpmad Enineer&License Velldatad ay Vallraded Submitted FBC Approval Aoorpved status Tres Version ManWacturep .contact eh101neer 4 Lkenee validated By Validated 410mllred FBC Aobmval Approved status ?Jtpg verslon fto.fiedurer Contact Endnear&License Validated Br VAII Submitted FBC Aoomvai Apw_red Status T Version Manufxturor Conrad Erwinear& LJcensel waled Bt Validated Submitted FBC Aoomvai Aonrovad Status Revision 2020 L.V. Th 9on. Ina, dba Thom son Architectural omR D Metals Company (TAMCOi Caegory: Fooling Toh,Christman Zachary R. Priest Steven M. Ur- Y ry V M. td), PE (813i 248-3458 PE-74021 (717)317-8454 lonyt�gometal—fing.com Ofl 7 2020 0 J1 / gliB2020 08222020 12/152020 Approved Revision 2020 Ion F tla Metal Prgducis Inc. Category: Roofing Subcategory: Reeling Accessories met are an Clerk Jones James L Bucker, P.E.@ Steven M. Urlcn, PE (604)7834400 CBUCKEnginea@rig (717)317-8454 dark@flamco.00m PE-31242 OB2?72020 D91252020 10iV4/2020 12l16r2020 Approved Revision 2020 Lorna co n Catagory: Roofing SubCategory: Reaeng Accessories that are An Katrina Jolley JemesL, Ruckner, P.E. Seven M. Udch, PE. (501)983-6163 PE-31242 (P17r317-8454 kjehey@ormencocem 1/232020 112312020 11iP512020 ding FBC Appn R¢Mdbn Z020 coral Roiling Category: Roofing Subcategory Roofing Tiles Anderson Robin IAPMQ Uniform EvalUatlgn Gary W. Walker f801)380-6091 Services LLC. (205)854-0160 RcbinAndersen@boral de 91r03l2D20 11 N22020 19N5/2020 Approved Subcategory: Roofing Accessories that ere as Integral Part Wthe Roofing System Compliance Method: Evaluation Report from a Integral Pan ofthe.Rooingoystem Compliance Method: Evaluetled Report from a Florida Raglsteroc Architect or Licensed Floada Integral Part ofthe Real System Compliance MNhpd: Evolution Report hom A Florida RegialersdArchltect.or a -Licensed Ft&da Compllance Method: Evaluatlm Report from A Product Evaluation En fit, m Florida Registered Architect ore Licensed Florida Prdfessionei Engineer Professlanal Engineer FLA1141 R12 Products Profeselonal Engineer F0/02151r0-R2 Products FL#17Z02-Rfl Frodudz `: Quality Assurance Anoroved for Use Aooravad for Use Imbad Deslar FL.k1WrH,R3prmiueks - - Quality Assurance Approved for Use AplN.yid for Us. Impact DK1011 S.-A Product Modal. Number or No.. QuellN Assuance rApproved for Use Approved for Use Produd Oescrutlon Comraci Expiration Date it, HVHZ Outside HVHZ Indeed Raslstam peslgn Pre4sure see if Rodud Model. Number pr Nama Quality Assurance Product Description Contract Expration Data Approved prod for Use Approved In HVHZ tar Use OWsida HVHZ Impact Resistant Deslan Pressure Sagk 16 Product Model Number or Name Slate Saxony- ShaN¢, SLaIe, Country , Spot Old English Thetcfi 8: mP. mead Product Descrlotlon Contract Exmrahon Dale Flat Profile Denver, CC 12/312020 in HVHZ Outside HVHZ No Yes Residam NIA Pressuro NIA Sauk Pmdud Model. Number An Name 1 TAMCO Flat Top Q&Ridge Ventwith Bame for Toe Product DcAtelatidn Cointrect Exptration.care. 26 ga-static toorventlator wren barde OefOg2ozs In HVHZ Yes outside HVHZ yes R.Ahtent NJA Pressure PUA 3 3'-FLAMCO":RV 10 Ridge Vent" Aluminum Ridge Vents for pitched roofs fabricated 1D312024 from 0 025' Aiurdl No Yes No WA 1 Dek-Air'DA-4 or TRl-Buflt'eck-' DA- , D Nr D 4 Lcsr Profit. Polloched to Plywotic, Roof Vent 12710J2025 MeehanicaNy Attached to Plywood peck: Nv Yes No +97.51-97.5 1? 18 saxort-Slate. Shake aarl$phl Shake SaxohyBOG - Slate . Shako&onto; Split Shake Flat Profile -Stockton, CA 121312020 Flat ProDle-Rialto , CA 121312020 No Yes No Yes N/A NIA WA NIA 2 TAMCO GaoseneckveM 26ga. 0e/ogno26 No Yes NA .0L52.5 19 Saxony '700- Shake, Slate&.aoi SPIN Shake Flat Profile - election, CA 12/312020 No Yes NIA N/A 3 TAMCO Roue dga Off Vent with Ba ith 4 TAMCO Round Tap OIFRIdge Vent with eaifle for The 20 ga. static roofventilator eith Integrated baPoe OW09R026 20 ga. static roofvenll Wtar with he1He 087092026 Yes Yes Yes Yes NIA NIA PIJA NfA 20 27 28 Saxony 700- Shake, Slatebemp: Soles Shake Tajas Espana r Bareelma VHa Flat Profile - MAN., CA 121312020 High Profile - Katy. TX 12f312020 Low Prof a - Katy. TX 1W312020 No Yes No Yes No Yes NIA NX PUA N!A NJA I'll O Florida Department of Business & Professional Regulation Pagel DTI Florida Department: of Business & Professional Regulation Pagel of Florida Department of Business & Professional Regulation Page I I Florida Department of Business & Professional Regulation Past.I WI Building Codes and Standards 177J2021 Building Codes and Standards im2021 Building Codes. and Standards 11712U21 Building Codes and Standards Im2021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U _ « v sxr cote 1yL¢ Version ManWacturer Entity ar C04.0 Enalneer&Llcefase Validated By [Y� gay VNldaled Submitted Data Pentlino FBC Approval Date Approved Status Code I7Lg9 Version Manufadurer Entity or Contact EnatnearaLcanse Validated 13Y 00 Date Dffie Pending aV Gdataa submitted FBC Apomval ate Aarnawtl Status Cod. "NDB Varsion Manufacturer CrliN or Contact Englneer&Ucense ValWatetl By �& VygLldataq Suhmlhe0 Cate Pending FBCApnroval Dan Apmtted aratus C33 jy�ia Version Manufacturer EntM or correct Engineer &l)pmse VaDdaled By oat. Pantfinp dkI! fN<B Validated 3uhmiksd FBC Agpmvai Anoroved 5lrtus rd .dulls L C- ReMSidn 2D20 Global P ectlon Pr L Category: Shutters SubCalegory Storm Panels Cbmpllanee Manrod- Evaluation Report from a Tim Robinson Welter A. THIN Jr., P.E. John W. Knezevlch, PE (954) G89-T545 PE-94167 (954)772-5224 ttm.rabinson@gppeM.00m D91082D20 09N82020 10i0112020 12/152020 tared Approved Revision 2020 All AmanCan Shutters antl Glass Calegary:Gnunars subcategory: Storm Panels Compilanu Method: Evalus Hon Repot from a Mike Frank L, Bennarda P,E Tr 619ho . P,E. oY p i561i712-B882 PE-0046549 (954)947-0860 rs..m 10282020 107151202o 11 tt752020 12/152020 Approved pp Revision 2020 ReNea Alpine Ip Category: Strudurel Ganponents Subcategory: Truss Plates Compliance Method. Evaluation Report from a Slued a ICC Evaluation S�n4ce LLC Witliem M. Ranieri PE 1. vets (321)7I03377 (407) G8t-1917 slawia@,alpktellw:rAm iD(312029 1022+2920 11 N52020 11N5/20Z0 Approved Revision 2020 tie Cetogp (Concrete Produds,lnc. Category• Structural ctmpgnents Subcategory: Pfoduds [dtr.dJc.d As A Result of New Technology RobertGillsSamuel5 Greenberg (35n H88 (8t 3)659-37ti7 PE-34245 (352) 588-5311 perselgalor@yahoo.com 12n 8)2020 12/162020 12292020 d.Dg FBC Appn Florida Registered Arch1pect or a Licensed Florida Pr(Nesstonal Engineer FL415076-R6 Products Ffa4t796�jj�•Pi'oiluds Florida Reg etered A dhitect or a Licensed Flonda Protectionist Engineer Product Evaluation Entry F Lk1989•R7 Products Compfiar— Method: 2va1u0m Report from a Florida Relie eredArdlited or 9 Licensed Fiends Processional Engineer _g_ Product Model. Nu or Name 1 20 Gage Galvanized Steel Storm Pane[vHVHZ 2 24 Gage Galvanized Steel Storm Paels/NHVHZ Quality Assurance Product Oescd.t on Contract Exoualion Date Corrugated Galvanized 81-1 Storm Finals relalned 12/312021 or net bytmcksto provide huniczne prdadion. Corrugated Galvanized Steel Storm Panels retalned 121312021 or not by tracks to provide hurricane protectirn. A pproved for Use In HVHZ Yes No Anoroved for Use OWsde HVHZ Yes Yes m d l oa � Yes Ves Desf n rs Pressure NIA NIA - " e e 1 Product Model. HwrOler pr Name 24 Gev,N-d steel Storm Panels g7 Q ualrty Assurance Product Descnohpn Contract E%oirahvn Dale 24 a Gal Steel Storm Panels 12/312021 g porpvetl for Use gomved for visa A A In HVHZ Outsl[fe HVHZ Yes Ves Ion ac �1 RtsialaM Yes Desl � ragas g NJA Seek 1 2 3 4 Produet Model Number or Name IlW 13CGIAthort, Higher Strength (H &am �. SJ g g p rilt/ BCG/Alpine Hinge Plate ITW 8CGIAlpme Trubp ITW: 15=AlpMe Wave Oua11N Assuranc. ProduN Descrlotlon Contract Exblratlon Date Motel Camector Plate 12/372024 Motel Corrector %eta , 2/372029 Metal Corriector Plate IM12024 Motel Cdnnector Fide 12/312024 Aoprgvvd for Use Aooravad In Z Yes Yes Yes Yes fro Use Outside HVHZ Yes Yes Yes Yes Imoad Resistant N/A NIA NIA NIA Dacron Pry NIA NIA NJA NIA F 77 c Rs Products - SS6 k 1 Podud Model. Number er Name Quality Precast or Cemr ial Concrete Products ' . Quality Az5uYanrw Product DescrtDUDl1 COMraot Expiration Precast all. Preste$$ed Concrete Lintels 05252024 Aoorgvad for Use Aooravad for Use Dale It, HVHZ outside HVHZ No Yes hnoad e5lafarH NIA ' Dasmn !assure NA O }A'� Florida Department! of Business & Professional Regulation Building Codes and Standards page.I oft nzn21 Florida Department of Business & Professional Regulation Bullding Codes and Standards P., I cf i Im2D21 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 At 1 1r2U2I W r n Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (D gg. Me- M�' M -.. Ala TIVANINIAPIR R - code 7]LBE Id manufacturer En11N oror contact Enainoera License Valldaletl By 6. Data Validated Submitted Dare routine FI3G Apgmval plate gggroyea status Code No. Version Manufacturer Entity or Canted Enginaar B, Lteanse validated By og ,.care Date Pending 1](@Iddtad �,mj$gQ FBCAoomval. pate Approv.a Status Csptg iyg$ VerqIQ Manufacturer enter o r dr. M0lneer&License Validated Be Data ! ante e vaNaac¢n Mhgaildcol. Data Pmtlmo PBCAoproval •Drop Approved -Hiatus O Raysion 2020 MITsk inc. Category: structural Components SubCaugary: Truss Plates Erin Walden iCC Eyaluauen SArvice, LLC ICC Evaluation Service, (952)898-8635 LLC. ee.aldenemii.cpm (205)599-9800 1NU2202C 01002020 IV02020 MPr d Revision 2020 Weyerhaeuser Category: Structural. Components SubCalegofy: Engineered Lumbar Rob Baldwin ICC Evalu Adon Service. LLC lap Lehrer. RE. (253)924.647B IBOB) 839.32W Rmert.eatdwin@nvaysrhe Iarl W2020 Applied For Revision 2020 CAST-CRETE USA,. LLC Category. Structural Components Subcategory: P—od, ltltroduced as a Resuhof graig Penino Miami -Dada 8000-CER Miami -Dade BCCD-VAL (8131621-4641 (TSM315-25FD dr—ho@cesicrete.com 11202020 102712O2O 1127/2DW Approved ,Let Compliance Method: Evaluation Report from a Product Evaluation Entity Compllanoe Method: Evaluation Report from a Product Evaluation Entity ,&user tom New Technology Compliance Method: Cerlificatlon Mark or Listing a..L FL122117•R71Rroduds _ FLN6327-Rai Products :: FLk159-R13 Prod" Qlralry Assurance Approved for Use Approved for Use Imeaci Dealdin QuaINV Assurance Aoopved far Use Anoroved for use tmoad oaamn Qualty Assurance Aoomvedfer Lea Aooruvadforusa rijoadd D-An scot Protluct Model Numbm or Nama I 0418SHS Redact Description contract Exermtinn Data in HVXZ 18 ga. super high strength truss connector plate 06/302021 Yes Outside HVHZ Yes Rasistam NIA Pra— NJA sea 1 Product Model. Numb" or hams WA.Ilam LVL Product Descrlolon compact edicraten Date L -boated Veneer Lumber OV3i2021 to HVM7Z CutertN HVHZ No Yes Resistant N/A Prig NJA gc# 1 Protluct Model. Number or Name High Sueogth Concrete Lintels $odust D.scrIptbn trope. Emulation Date 4, 6, S. and 12 inch wide lintels 05212022 In HVHZ Yes Outside XVFiZ Yes Resistant NIA Pry NIA �I 2 MI 16 3 MT16HS 4 MT20 5 MT20HS 16 ga. truss connector plate 06/302021 18 ga. high skenpm Imss comri date 06/302021 20 ga. truss corm plate 06/30r2021 20 ga. high strength truss connector plate OSI302021 Yee Yes Yes Yes Yes Yes Yes Yes NIA NIA PIJA NIA NA NJA NA NJA 2 3 4 polet eon PSL Timber15I LSL TJ Wm Board Parcl.] $trend Lumber 03t312021 L rrdnated S and Lumber ]3Mt2021 Structural Composite Lumber or Oriented &rand 03/312021 board Rim Board No Yes No Yes No Yes NIA NIA N7A NJA NJA NIA 5 Weyerhaeuser Rim Board Criamed Strand Board Rlm Board OV31QO21 No Yes HA NSA O L V U m m w a z z Q J SHEET N0, PA 1.1 N Ca N .«-. > U N OL - L Simpson Strong -Tie 2020 FBC Approved Products updated,2130/2020 � Simpson Strong -Tie 2020 FBC Approved Products Updatad,2>�oao2o � .• Simpson Strong -Tie 2020 FBC Approved Products updated 1zr�orzo2a •. � Simpson Strong -Tie 2020 FBC Approved Products Updated r30 0 0 update 2 1z z Q O L For direct links to all 8ST approvals listed below, CLICK HERE, For direct links to all SST approvals listed below, CLICK HERE. For direct Inks to ail SST approvals listed, below, CLICKHERE. , . For direct links to all SST approvals listed below, CLICK HERE .. CU V .. m , ,Florida'sCM Foradd Clonal Information regarding Flor da s Statewide Product. Approval System aria Miami Dade County Ncrt)ca of Acceptance (NOA), CLICK HERE For additional Information regarding Florida'sFlOrtda s Sta[ewltle. Product System and Mlarra-0ade Cottntyrdo[k;e of Acceptance (NOq), CLICK HERE. - Datl ,C nt-.ar. ar additional Information regarding Florida's St ewlde Protluct.A Approval temand MlamY a d1 9 g a at pp Sys N. rc AGae Ge RECounty Notice � tan: NO CLICK HE y ,.. p.. {. A) I regarding Blondes 5[ wide: o uctA roust lain and Nhamr-Dade Coin Frig additional Informal read .ate . Product S on(. 9... 9pp . System NodceoF.Acce lane MCA), CLICK HERE. e p. ) , UCD C - FL#2355-R7 FL#1044fi-R6 FL#104 -R5 11 HUS, HUSC series hangers Face -mount hangers avaltahle, in widths ranging from 1.5/6" to 3- M M U) 9116" and heights ranging from 4-5116" to 11". Concealed flange � -0 U Se Product Model. Number or Name Product Description Seo # Product Model. Num bar or Name Product Description Sea # Product Model, Number or Name Product Desolation version (HUSC) available for models having width equal to or O O _Q 1 Titan Stainless Steel Concrete &Masonry Screw (TTN-SS) 114" diameter Titan sthinlesssteel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 ST, BTB, BTH Brick Ties greater than 3-9116". O L L O 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTC18 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.71$'to 3- C � 777 3 APB44, AP644R, APVBfi6, APBSGR, APB88 AP688R, APB1010, APB101 OR, APV844, Outdoor Accents Post Bases 3 CS14, CS15, CS18. CS20, CS22 Coiled Straps 518" and heights ranging from 9.1 /4" to 16'. Q UL_ _ FL#9589-RG APVB44R, APV868, APVB66R, APVB88, APVB88R, APV61010, APVB1D1DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SOS, LGU3.63-SDS, LGU5,25-SD8 Face -mount hangers (� O -4.- 4- Co 4 APDJT2.-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2RA, APVDJT2.6: Outdoor Accents Deck Joist Ties 6 CTS218 CompiessionfTension Strap 14 LU24, LU25, LU28, LU210 Face -mount hangers CIO O > Sea # Product Model. Number or Name Product Description APVOJT2R:6 6 DSP, SSP; TSP SSYud to Plate be 15 LUC26Z, LUC21 OZ Face -mount hangers . _ O 1 SD1O112DB6 Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, HIOA, H2.5A, H3,, HO, H7Z, Hit, H16S, H16-2; H 16-2S HuracaneTies 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16"to 4- L_ 2 � L 0_ 2 SD9112, SD9212, SDI 0112. SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-1 S116". . (n Q Q- 3 SD9112SS, SD921255 Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9' HS24 Hurricane Tie 17 MGU3163 SDS, MGU5.25-SDS, MGU5.50-SDS MGU5.62-SDS, MGU7.CO-SDS Face -mount hangers (a 4� -6-r ! ^ 4 r r SDCF22434, SDCF22a12, SDGF22614, SDCF22700, SDCF228oB, 5DCF221014, Strong -Drive SDCP Timber-CF Screw 8 BWL2 Brick Veneer Ledger Connector 10 _ - . HSS2 50.51:5, NSS2 2 SDS3, HSS2 3-SDS3 FiS54-'SDS3 Heavy Stuq Shoe 1' $ U- hangers Ml sans hang r " 5- Face -mount hangers ere available I width ranging from 1- 116 to � n a g n a gi g f 9 � � . _ v J Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 118" and heights ranging from 6-15116" to 19-1/2". 5 SDCP22434, SDCP22512, SDGP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z. CJ74Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HT$24, HTS28; HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP2211OO, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ1'6KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Slop 14 LFTA Light Floor Tie Anchor 9118" to 3-9118" and heights ranging from 3-1116" to 13-314". 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTAI8,.LSTA21; LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange Version (SURC, SULC) availabiefor all double SDS25500: SDS25500, SDS25800 14 FWANZ Foundation Wall Angles 16 1 LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. le 8 SDS25112SS, SDS25200SS, SDS25212S5; SDE2530.OSS, SDS26312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1; GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-911&'to 9 SDWF2716, SDWF2720, SDWF2724, SOWF2726, SDWF2730 Strong-DriveSDWF Floor -to -Floor Screw 16 H2A, H2.5T, H3, H1CA-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTSI8, LTS20 Light TiMst8trap 6" and heights ranging from 2.5/8"to 11.114", 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, M5T37, MST48, MST60, MST72 Straight Straps FLUIOD07-RB 19 KBS17 Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21 MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40.. MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model, Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66B3 Pre -Bent Straps Sea # Product Model, Number or Name Product Description 1 ATR318, ATR112, ATR5/8, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewabie Angles 24 MSTI26, MSTIW. MSTI46, MSTI6O, MST172 Straight Straps 1 13A series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9.2, ATUD9-3, ATUDI4, ATUD14-2 Aluminum Take -Up Device 23 L52Z Adjustable Stair Stringer Connector 25 MT$12, MT816; MTS18, MTS20 MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to 30". 3 r - _ BP3t8-2; BP112, BP112 3, BP5t8 2, BPolB 3; BP3i4, 8P314 3, BPRTUD3 4 .. Bearing Plates 24 LSSJ26L2; LSSJ26RZ, LS5J28LZ, LS5128R2, LSaJ219L2, LSSJ210RZ Field Adjustable Jack Hanger 26 -._ l2- NCA2x10 12, NCA2x12 12, NCA2x8 18; NCA2x10 16; NCA2x1216 Bridging '2 ... DGBF series hangers :.. - Top flange hangers available to widths ranging from 3-518" to 7 4 CNW318, CNW112, CNW518, CNW314 CNW518-112, CNW314-5J8 Coupler Nuts 25 1 LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCWB1'2, RCWB14 Wall Bracing 118" and heights ranging from 9-14" to 24", 5 CTUD55, CTUD65, CTUD65: CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS16, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML237, ML24Z ML282, ML28Z; ML21OZ Angles 29 1 Skid to Plate Connector 518" and heights ranging from 7-114" to 24" 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 Sol, SP2, SP4, SP6, SP8 Shod Plate Tie 4 DGHF series hangers Top flange hangers available in wdths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUD5, RTUD8, RTUD7, RTUD8 Ratcheting Take -Up Device, 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24'.. 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU2,I MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS15, SS2 L, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to 8- 9 TUVV38 Take -Up Washer 31 RSC; RBCP Roof Boundary Clips 33 ST9, ST12, ST18. ST22, ST292, ST2122,. ST2115; ST2215, ST8215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-1J2", 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 RaoTie-Down 34 T820, T627, TB30, T636, TB42, T648, TB54, TB56; T860 Tension Bridging 6 EGQ series hangers Top flange hangers available in wdths ranging from 3-518" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 1 RTC42, R702Z, R7044 Rigid Tie Connectors 35 TWB10, TWB12, TVM314 Wall Bracing 114" and heights ranging from 11-114" to 32'. 12 URSS 5M" Uplift Rod Run Tiedown System 34 STC; STCT, OTC, HTC4 Truss Clips 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W8106, WB106C, WB126, W61200, W6143C Wall Bracing and heights ranging from 8-1f2" to 28". 36 Z2, Z4, Z44 Panel Stiffen er Ups 8 GLTV series hangers Top flange hangers available In widths ranging from 3-114" to 7- 118".and heights ranging from 11" to 32". FL#10441-R6 FL#'10531-R5 9 HB series hangers Top flange hangers available In wdths ranging from 1-9116" to 7- FL#10447-R5 112" and heights ranging from 8" to 30", Sea # Product Model. Number or Name Product Description Sea `# Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5.114" to 8 716" 1 DTT2 Hold-down Sao # Product Model Number or Name Product Description 1 CSH2:37x5.5; C9112 37xTI33, CBH2.374:75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDCIOI4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" io 8- 3 HDQ8; HHDQ11, HHDQi4 Hold-down 2 DSC2R-SDS3, DSC2L-SD83, DSC5R-SDS3 DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116" to 39116" and heights 718" and heights ranging from 7-112" to 32". 4 HDU2,HDU4,HDU5,HOU8,HDU1I.HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8"to23.15116". 12 HGLTV series hangers Top flange hangers available in. wdths ranging from 3-114"to7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCPZ HCP4 Hip Corner plate 3 HGU3:63-SDS; HGU5.25-SDS; HGU5:50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and Heights ranging from 14" to 33". 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2; HHRC411.81, HHRC44, HHRC5.25f3:25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in wdths ranging from 2-5118"to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9116" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style Pullin anchor B HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-718", 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-116"to 9 PA18, PA231 PA28, PA35, PA51, PA68 Strapstyte puriin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 6 HHGU5.25-SDS, HHGU5.50-SDS; HHGU5.62-SDS, HHGU7,00SDS, HHGU7.25SDS, Face -mount hangers 3-9/16" and heights ranging from 5-3/8"to 13-118". 10 PAI18, PX23; PAI28; PA135 Strap -style purlin anchor 8 LSU26, LSSU28; LSSU210 Light Slopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in wdths ranging from 1-9116 c, 5- 11 STHD10. STHDi ORJ Slap -style hold -don 9 TBE4, TBE6 Truss Beating Enhancer 6 HHUS26.2, HHUS26-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1/2" and heights ranging from 3-7115'to 15", Concealed flange 12 STHDI4. STHDI 4RJ Strap -style hold-down 10 TC24,.TC26, TC28 Truss Clip HHUS7 25JIO version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2; THA413, THA418, THAC418, THA422, Adjustable Truss Hanger T HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422, THA426, THA422-2, THA426-2 118" to 5-118" and heights ranging from 4-3X'to 15 3A4'- 18 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81f22, THAl2 06122, THAl2.1122, THAI222, THA1322, THAf3522, THAI422 AdlustableTruss Hanger Sized for I -Joists Concealed flange version (HSURC; HSULC) available for all 118' and heights ranging from 5-3/8" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed, 17 HWPH series hangers Tap flange hangers available in wdths ranging from 1.911$" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26; HTU28, HTU210, HTU26-2; HTU2B-2, HTU210.2 Face -mount hangers 112" and heights ranging from 5.3/8" to 32". 15 THJM2-4-SDS3, THJM2.5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in wdths ranging from 1-9/16"to 7- 18 ITS series hangers Top flange hangers available in wdths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112 and heights ranging from 2-718" to 19-114": Concealed flange 5/8"and heights ranging from 9-118" to 16". 17 VPA2, VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5-3/8" to 7.114", 10 HUC01.8119-SOS, HUC01,81/11-SDS, HUCO210-2-SDS, HUCQ210-3-SDS; HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of19116" and heights SDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.25t9-SDS, HU005.25Jf1-SDS, HUCQ610- ranging from9-3J16"bo 13-118". SDS, HUCQ512-SDS (D Simpson Strong -Tie 2020 FBC Approved Products Updated 12134P2020 Simpson Strong -Tie 2020 FBC Approved Products updated 12rWif2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30r2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approvals listed belaee,. CLICK HERE. .. For direct Inks to ell SST approvals listed below, CLICK HERE. For direct links to all SST approvals Isted below,. CLICK HERE. _ For direct links to all SST approvals listed below,. CQ HERE. r Ir'.Ir NFRF . For additional information regarding Florida's Statewide Product Approval System and Miami -Dada County Notice of Acceptance {NOA), �-� _.- .. _.._. �. For additional information regarding Flmda's Statewide Product Approval System and Mami-Dade County . I FR Notice {NOA), C!_ Cj(t „ For additional information regarding ElandsP ppro 1 ys din County rFlorida'sStatewide roductA Approval System and Mti i-0ada Caw L K H Narita �Acce lance NOA C IC ERE, p { ), da r Statewide o ct a15 lam and M a County � For additional information regarding Flandas.Product Approval System e/ru-0 g g, ce CLICK HERE Notice fAc Canca NOA ty o p ( ), O ■ 21 LB series hangers Top Flange hangers available in width of 1-9116" and heights FL#11468-R5 18 VLBV1.56, SILBV1.61, SILBV2.06, S1LBV2.37, SILBV2.56, VLBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8". S<L.BV3.56, SILBV3.62, SILBV4 06, S1LBV4.12, S1LBV4.28, S1LBV4.75, S/LBV5.50 6 Strong -Bolt 2 (STB2, STB2.4SS,.STB2-6SS) Strong-Bak2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1.911 e" and heights sea # product Model. Number or Name Product Description 18 SILTT20, S/DTT2Z„SIHTTI4, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from9-3116" to 13-1J8". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, SUST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD H6SS, THD-CS, THD-CS68S) Than HD Heavy Duty Screw Anchorfor concrete and masonry CIO 23 LEG3; LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS8, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head 1n carbon steel and Types 304 and 31.6 -718" and heights ranging from R" to 33-112". 3- HUCQ21 O-2-SDS, HUCQ210.3-SDS, HUCQ310-SDS Joist Hanger 22. 6SP,-0SP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEGS, MEG7 series hangers Top flange hangers available in wdths ranging from 5-114" to 6- 4 THG82, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112' 5 THG02SD83, THGQ3-SDS4,5, THGQH2SDS3, THGQH3SOS4.5, THGQH4SDS8 Joist Hanger 24 T0022 Truss Brace Diagonal 8 Tken HD Rod Coupler (TH037634RC, THD50934RC) Then HD Threaded Rod Couplerfor concrete ■ - 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGVV4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titen HD Threaded Rod Hanger for concrete - 26 PF, PFB, PFDB, PFDSB series hangers 118" and heights ranging from 9-1/4" to 24". Top flange hangers available in width of 1-9116" and heights 10 THD50234RH, THD10212RH) Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-VB". FL#11473-R5 FL.#13904-R5 27 RR Ridge rafter connector 28 WP series (rangers Tap flange hangers available in wdths ranging from 1-9I16" to 7- Sea # Product Model. Number or Name Product Description Sea M Product Model. Number or Name Product Desorption FL-#16230-R8 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.82-SDSHDG, CCQM4.62-SDSHDG C0QM5.50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor OCTQM4.62SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG; CCCQM4.62-SDSG, saes # Product Model. Number or Name Product Description 3 H16, H16S, H18 2; H16-2S Hurricane Tie CCCQMS 50-SDSG I AT=XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G•KT, ECCLQM4.62G-KT, ECCLQMS.50G-KT, ECCLLQMD3,62G-KT, Masonry Pier Caps 2 ET -HP FT -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.5OG-Kr, ECCLRQMD3 62G-KT, ECCLRQMD4.52G- 3 SET-XP SET-XP H igh-Strength Epoxy Adhesive for masonry Sao # Product Model- Number or Name Product Description 6 HGAM10, HMO Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bole 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R ABAS6; ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUMa25 HGUM5;50, HGUM7 oD HGUM7 25, HOUM9.QC Heavy Masonry Hangers 5 Titen:2 (77N2) Then 2 Screw Anchor for Concrete U) 2 r- ABU44; ABU44R, ABU46, ABU4BR, ABUS-5, ABUT 6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 5 LGT2, LGT3 SDS2.o, LGT4 SDS3 Girder Tiedown 4' G 2.2L - U 6 L U"..8-2L U`2.3LGU 28- LGUM210-2 L UM 6 GUM2G 3, LG MZ 9, G M2 G M 8 M 4. Masonry Beam y g 6 Titen HD-H4SS.THD-H6SSTHD+CS13SS (T 1 Titan HD Screw Anchor for concrete available in 304 Heavy -Duty ABU88R, ABU1010, ABU1010R, ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210.3, LGUM210-4, LGUM46LGUM48 LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44l ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5. MBHA3.12/9.25, MBHA3,12111.25, MBHA3 5G77 25, MBHA3.56M 25, MBHA3.56111.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, ADS, AC6R, ACES Post Cap 11 MSTAM24, MSTAM36; MSTCM40, MSTCM60 Strap Tie for Masonry MBHAS.56/11.88, MBHA3.56114, MBHA3,58f16, MBHA3 58118, MBHA5-5Or7.25, 7 Titan Turbo (TNT) Than Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, SC4R, BC6, SC6R, BC8, SC52-214, BCS2-316 Post Cap 12 MT5M16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50111.25, MBHAS 50111 88, MBHA5.50114, MBHA5.50118, }e 6 CB44, C648, CB48, CB66, C1388 Embedded Column Base MBHA5.50/18 O ye ` 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBS086-SD52, CB5088-SD52 Embedded Column Base 6' MBHU3.56M.25, MBHU3,56111.25, MBHU3 56111.88. MBHU3.M14, MSHU3.56/16, Masonry Beam Hangers FL#46937-R3 8 CC, ECC ECCU Series Bolted column caps with WI ranging from 3.114"to 9-112" and FL#114g6-R5 MBH1-13.56M8, MBHU5.5019..25, MBHU5-.51XII 25, MBHU5.50)11..88; MBHU5.50114, W W2 ranging from 3-518" to 7-112" MBHU5.50116, MSHU5.50118 Sea # Product Model. Number or Name Product Description 9 CCQ-SDS2.5; ECCQSDS2.5 Series Screwed column caps with Wi ranging from 3-1/4" to 9.1/2" and Sea # Product Model. Number or Name Product Description 1 X34B101 6-5K, X1S1016, X101018-4K, XQi S1016, XQ181016-4K 410-16 Strong -Drive XMetal Self -Drilling, Tapping Screws with #3 � ^ VV2 ranging from 35/8" to 7-1/2" 1 DTT1 Z Deck Tension Tie Drill Point \/ J 10 CPT44Z, CPT66Z, CPTS87 Concealed Post Tie Base 2 H012, HDI9 Baked Holdowns FL#13975-R6 2' XL01I 4T1224, XLQ114@1224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EP644, EP846, EPB66 Embedded Post Bass 3 H03B, HD56, HD76, HORS Bolted Holdowne, Screws with #5 Drill Point and Large Diameter Hex Washer Head /'!! V 12 EPS4Z Embedded Post Base 4 HTT4, HT75, HTTS-V4 Tension Ties S, ell:# Product Model. Num bar or Name Product Description 3 XMQ114S1224, XM0114B1224-2K 412-24Strong-Drive XM Medium -Head Metal Self -Drilling, 13 LC644, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, $DW2233S, SDW22Q3„SDW22458, $DW22500, SDW2260O, SDW22638, Strong Drive.SDW EWP-PLY and TRUSS -PLY Screws; Tapping Screws with#5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDVV22634 4 X01I4S1224, X0114131224-2 5K, X114$1224, X0112SI224. XQ112B1224-21K #12-24 Strong -Drive X Metal Serf -Drilling, Tapping Screws with #5 O 15 MPB44Z, MPS66Z, MPS88Z Moment Post Base 2 SDWCi5450, SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point L 15 PB44, PB44R, PB46, PB66, P66GR Embedded Post Base EL#13628-R5 3 SDWH193000B, SDWH1940ODB SDWH196QODE, SDWH19800D6, SDWH191000DB Strong -Drive SDWH TIMBER-HEXSorew 5 XU34S1016. XU34BI016-5K #1016'Stro rig -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS467 PBS66 Embedded Post Base '4 SDWH27400G; SOWH27800G, SDWH278DOG, SDWH271000G,SOWH271'200GStrong-Drive SDWH TIMBER -HEX HDG Screw #1 Drili Point 18 19 PBV6, PBV10 PC44-16. PC46-16, PC48-16: PC64-16, PC66-16, EPC44-16. EPC46-16, EPC48-16, Round Post Base Post Cap Sec # 1 Product Model. Number or Name SB5t8z24, S8718x24, SB1x30 Product Description SB Anchor Bolts 5 6 SDWS16212, SDWS10300, SDWS1631Z SDWS16400 SDWS19600, SDWS19712, SDWS22400,SDWS22500 SDWS22512, SDWS22600, Strong -Drive SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw Qntenor Grade) CZ < EPC84-16, EPCBS-16 2 SSTB16, SSTB20, SST824, SSTB28, SSTB34, SST836, SSTBI 6L, SSTB20L, SSTB24L, SSTB Anchor Bolts SDWS22800, SDWS22900, SOWS221000 SOWS221100, SDWS221200, SDWS221500 FL#35320-RO 2D PC4Z; PC4R7, PC8Z, PCBRZ, PCSZ, PCBRZ EPC4Z, EP04RZ, EP06Z, EPCBRZ; EPC8Z, Post Cap SSTB28L 7 SDWS22300DB, SDWS22400D8 SDWS2250000, SDW5226CODB, SDWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior G rade) EPC8RZ SDWS221000DB Sea # Product Model. Number or Name Product Description 21 PP844-4Z, PPB44-6Z Post Base 8 SOWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.51 DSSC046, DSSC84B, DBHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS2740OSS, SDWS2750OSSu, SDWS276D05S, SDWS2780OSS; Strong -Drive SDWSTIMBER SS Screw 2 FCS43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fbred-Clip Connector TT SDWS271000SS, SDWS27120OSS 3 FPHSD34S1016, FPHSD34B1018, FPHSD34B1O16-5K. FPHSD34S1214, #10-18 and #12-14 Strong -Drive FPHSD Framingto-CFS Self - Sea X Product Model, Number or Name Product Description 10 SDWV13400 Strong Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHS034B1214.5K Drilling, Tapping Screws L FL#10866-R5 1 CMST12, CMST14, CMSTCI6, C$14, CS16, CS18, CS20, CS22 Coiled Straps 19 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC425, LSFC6 25, SFC2.28 SFC4r25; SFC6.25 Steel Framing Con nectar 2 HR56; HRS8; HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24; FHA30, MSTI26, MST136, Straps 97 mil (12 ga) 5 LSSC425, LSSC6 25 SSC2.25 SSC4:25 SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, Steel Stud Connectors Sea # Product Model. Number or Name Product Description MSTI48; MSTI60, MSTI72, SIMST27 S1MST37 SIMST48 MSSC425KW, MSSC6 25KW 1 FJA FSA Foundation Anchor 3 HTS76, HTS20, HTS24, HTS28; HTS30, HTS30C' Heavy Twist Straps FL*1.5363-R3 8; RCKW3, RCKW5.5, RCKV 7.5 RCKW33; RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 1 L87A90, LSTI49, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SC643 5, SOB45.5, SCS475, SCS49 5, S08411.5, MSC645 5, MSCS47:5 Bypass Framing Slide -Clip Connector A 3 GH410.8, GH66-, GH66-8, GH68-6, GH68- GH46-5, GH46-8, G 1-141-14",4, GH48-8, GH410-6 6 Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTAIB, LSTA21 LSTA24, ST292. ST2122, ST2116, ST2215 Straps 33 mil (20 ga) Sea 9 Product Model. NUM bar or Name Product Description 8 SCS32-5197, SCS62-5197, SCS62-51118, 5CS82-51118 Bypass Framing Connector V 8, GH610-6, GH610-8 6 LSUBH3.25, SUSH3.25, MSUSH3.25 Bridging Connector 1 AS 18, AS 18S5, AS I SS6 16 ga.. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, 01-1356, GLB5C, GL65D, GLB7A, GLB7B, GLB7C, GLB7D Glulam Bearing Phase 7 LTPS Lateral Tie Plate 2 AS 20HS 20 ga: High Strength Truss Plate 1D WC8:25, SJCID.25, MSJC8.25, MSJCIO.25 Steel Joist Connectors m 5 GLBT512. GBLT612, GLBT516, 0BLT616, GL13T520, GBLTS20 Glulam Bearing Plate 8 L7S12, L7S16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS93.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HOLES, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTASO, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC4Q MSTC52 Straps 54 mi1(16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3431414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedovn 10 MST068, MSTC78, ST6238 Straps 68 mil (14 ga) Screws LLJ 8 UFP10-8083 Universal Foundation Plate 11 MTS12, MTS18, MTS18, MTS20; MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01S1016, XQ1 B1016-4K, XQi S1214; XQ1B1214-3,51(, X07881224, XQ7861224-3K, #10-16. 412-14. and #12-24 Strong -Drive X Metal Self -Drilling, Z_ 9 URFP Universal Retrofit Foundation Plate 12 5/131.56, S/131.81, SIB2.06, S1BZ37, SIB256, S1B2,68, S1B3.12, 5163.56, $183,62, SIB4.06; Top Flange Joist Hangers FL#15730-R4 XQ1I4SI224, XQ11461224-2 5K, XQ112S1224,XQII261224-2K, X34131016-5K, Tapping Screws Q S1B4.12, SJB4.28, S/134.75, 5,65,50 X181016, Xi B1016-4K, X181214, X1 B1214.3.5K z 13 S/BA2.121$ S1BA2.12/f O, S/8A2.12/12, SIBA2.12114, S413A4.18f8, SIBA4.18110, Top Flange Joist Hangers Sec # Product Model. Number or Name Product Description S/BA4:18112,&BA4,16/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-,50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HDSS, SJH080, S1HD10S; SIHDIOB, S/HD15S, SIHDI5B Hoidowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies 10 SIHDU4, SIHDU6, S1HDU9, S1HDU11 Holdowns PDPAVW-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA PTRHA3, PTRHA4 J 17 SIJCT, SIHJCT Joist Hangers 4 SET 3G Adhesive AnChorforconcrete SHEET NO. DA 1.2 a 0