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HomeMy WebLinkAbout39906 Harmon Grove CtMA 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 AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S31VI MONO DETAILS ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Ar Sys Floor System RAO or Rad. Radius S5 DETAILS ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill, _ AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed r -r SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle D1 SECTIONS &DETAILS ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator —__ BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing -- -- — WP WATERPROOFING DETAILS BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room T� T T PA1.0 PRODUCT APPROVAL NUMBERS BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round _ - PA1.1 PRODUCT APPROVAL NUMBERS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening _ T T_ � _L �L� — BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf 1.2 PRODUCT APPROVAL NUMBERS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves — -- -- -- _ — C Carpet HDR or Hdr. Header SHT Sheet - _ _ _ — _ _ CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or or r Control Joint HHorizontal SPECS SPECS. Specifications [710[:1171 F CLG Clg. Ceiling HS Hard Surface (flooring) SPF or S.. P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ or SF or S.F. Square Foot (feet) 01:1EIME17 ElCOFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sqq . Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KSor K.S.K/Wall Knee Sp SW or S.W. Shear Wall F11 � ICJ El D COMP or Comp. Compressor KS or K.. Knee Space SYP or S.Y.P. Southern Yellow Pine 0 El CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered ❑ ❑ ❑ FE7 ❑ [1:7:1 M ❑ CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T,O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WOW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) MEAN ROOF 15 FT. HIGH TYPICAL FIN Finished PT or P.T. Pressure Treated WS Water Softener FOR SINGLE STORY HOMES FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W, Pre -wire WWF Welded Wire Fabric (Mesh) REVISIONS P A N MEAN ROOF 30 FT. HIGH TYPICAL DATE VERSION DESCRIPTION FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID 08-20-1 5 1.0 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE 1T IS SIGNED AND SEALED OR WHILE CURRENT 12-8-15 2.0 FRAME —WALK REVISIONS - CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 1 2-27-1 7 3.0 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 05-20-19 3.1 ELEV. Al - REVISED BANDS BACK TO Notice to Builder &All Subcontractors ORIGINAL DESIGN It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed 08-2 7-19 3.2 E N G . REVIEW FOR 150-C MPH 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 09-20-19 3.3 ADD 8'-8" ELEV. FOR T R EV E STA the commencement of any work. The DesignerEngineercrre 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 to the 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. 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 12-15-20 3.5 OVERHANG OVER SGD REV. TO 3' PER C.M. considered for reimbursement by the Designer/Engineerwithout advanced notification and approval by the Designer/Engineer. Im IE Fq rq ri Payments will be made in accordance to the terms of the agreement. 12-19-20 4.0 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, 1 551 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. CV 0 CV 0 ��� o c No PE78750 w a -00 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. �E AgaQ O S 3 fi00 r` N # � � ry v '� l2') Oo N * L. W a �r-1 � �mv w LL a. vi vYi J U_LL a U 0 Z _�,� X O N co 0 0 VJ U5 c� O) ¢ Q N CO IL Of D 0 0 U U N z oa❑ V M I � o z J N try ai LL Kn ♦� lL! two V Oru SJuMft N � w un tiles, 1.3�r J E 8 � z w (} o cQ oe 401 o w co o o 7d E z© w° a= °� co Xo U ¢F uo 0 OQ Nao wW U _ C oY b ~O� z IL � 0) co < Z noo N of LL �w o� r3 o a .0� J > O C CD m 0 U O > O C) CL � IL C m O r T_ co O Lo 2 N j— LO CD 0 r= N rn N r p n' E 3 N Z Z N E CO at M a E _0 ai U _J ¢ p c _J JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. C S —1_T 1 d FF-, T_ I A S3 TYP @ 1 STORY d d O 00 CD 0 LO 0 0 109 A V TYP @ 1 STORY 15-88" OWNER'S SUITE T°' I 8'-0" CLG. M CARPET -T� IT (3) 2x4 #2 SPF w/ DTT2Z 6-3$" 10" r 1 4' 0"I I p G I C'3 I I I M CAFE I I VAULT. CLG! I CARPET I I 2.12 SLOPES I I I I I o CEILING I I I I C° I { N I I I "> I M I /I•-- / / (V RM iF,AMILY 15-8$' VAULT CLG. / CARPET / I / / 00 J co Z ul / / I N U O 25-SH j F BERGLASS �� P N URROUND N SURROUND 1„ 5„ co - 3'-0" 10'-4" - 11'-O8 - - - J2v - O c? 6� 60"x36" SHOWER ', cn 8'-0 CLO. - CL LOO -_T E -+T IL N 'v LIN N cc BEDROOM 2 5-SH 00 ' BEDROOM 3 16" DEEP N I 8'-0" CLG. o 8'-0" CLG. CARPET 3' 32' CARPET 73-7�09 8'-88, -M A \ /� / • I • C . 1 Ir 2668 I 2668 S3 0 AHU W. v 1 4068 B.F. O 4068 B.F. TYP @ 1 STORY � 8'-0" CLG." I _ _ _ _'N N CARPET I r; _----- =o w 166 R&S - - - - - - R&S ----� ----------------- R&S rnio Z - _ N-_)--_-_-_-R&S 2068 , H AT 7'-4'_ I I I 2x4 SPF w/ DTT2Z FO ER TILE I I - w/ � I I N 8'-3" inn 6' 10q" 6 8 9'-6" CLG.- -1 O 1'-0" c� 3068 I I io I I S3 � - 0 o BUILDER TO PROVIDE - - -----_ N I I� D.W. I APPLIANCE G.T. N PROTECTION WHEN CC F D - II I S3 REQUIRED PER FBC I I ( I 24 x24" CMU BASE I _ { S3 I I ENTRY COLUMN w/(4)#5 o Lu O 2 6 N v�1 I I I VERTICALS w I I I 8'-0" CLG. GROUT SOLID l Y �; x v l (SEE ELEV. FOR 1 .a Z o 1 0 � ¢1� I 1 1 ( I HEIGHT) 1'-44 4x4 P.T. #2 SYP I•/ 1 1 I 1 I POST TO SIT I 1 I DIRECTLY IN I W I- --- � ; I K 1 1 1 _ C -JJ M " CL • II I S3 1 11 7 I I I CENTER MPSONABU44 TILE ` 2" 2' 6" f 11 20'-78' I I (2 TYP.) -- --�--- -- - - I 1 -- I I I1 p I 1 10 PANTRY w EDGE OF SLAB 2" I I I Q = BEYOND WALL I I I = in - - cno 1 1 1 1CO 19 OPT. LO� I I I > 00 --PEE' - 4 5-SH DRYER VENT I 1 10 J N 16" DEEP T THRU WALL I 1 1 0 10 2 CAR GARAGE 111(0 - - III I III Iiii 8'-0" CLG. 7 36" A F.F. 5-920-7II TYP I I @ GARAGE I I I I OPENING --=- - io I I I K L L N�2868 , , S4 -- 8'- "CLG. L----------- 286 T„ I A S3 TYP @ 1 STORY in 54'-0" M 2' HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (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 H6 (2) - 1 3/4" X 9 1/4" 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 20 X 26 181 X 251 S.H. 13 20X38J 184X371 S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 1 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. iH3 271/4X38J 26x371 S.H. 1 H4 27 a X 50 1 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 112 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 4 X 26 36 J X 25 1/2 S.H. 23 37 4 X 38 s 36 4 X 37 3/4 S.H. 24 37 4 X 50 1 36 2 X 50 S.H. 25 374X63 364X621/2 S.H. 26 37 4 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 71X 251 S.H. 33 54X38J 524X374 S.H. 34 54 X 50 J 52 � X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 521X 71 7 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 DwellinglGarage 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.G. 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH 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 1113111 (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 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-B1 EXT FRAME 2 x 6 R-13 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4.n=1 r-0" (GARAGE / LIVING) N 0 N co N 0 �4�"`Ze6sRJ9�d�� •r..o try f,r f3750 <� ✓ �r : ; �j' )fit 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. W CD Q E 00 Xk O co 8 NC� U W Q 0 m Co oo LL " 5 3t LL W N ���a W a cgov U_aY JLLLL a L Z rm r0 3•�Nco K O W � rn a Q Q z a N M Z rn O L5 Z 0 U N W ❑ ❑ ❑ N M o g 2 � o Q J r U N M z o LL U O w o UM U w J E °I S � d C) o c U x min M 0co �m co w co N o� Z Q Q =o a� 0 } ¢� Z© a CIOU F- C1 _ z X U ❑a p p V p a a F z w0 0 Q a az �z y-z Vi o Y mO 0 - �m a° aw �z d ova Z go a ilw � w0 oz r_ � r3 >O o w� a V z< 0 C C:)cc O E2 m O 0 \� • / > �� 0 U m 0 n�' ca C)VViV Lo �_ = N T_ LO L° rn LO r= N rn 04 r 0 M o C N �:; z Z E p N 03 E c JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. 1 A FO M 0 N O 0 OPT. REF. CD HOOD M 9 0 CV O 0 0 0 0 RANGE LQ I 0 F, 101 MIRROR 50 O W F- MIRROR � r O — --- — I ICI i_ O O i L j �F--. r00 00 t --A LL cc LL IL 0 2 t� ca cc) ClCl- 13 ) vM KITCHEN ISLAND KITCHEN KITCHEN BATH 2 OWNER'S BATHROOM VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / Cl) MEDICINE CABINET o0 Oz 0z CO > CV > co M InM 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER i HOLDER rt_ CV FIN. FLR. NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD 0 Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. ` TOWEL BAR ON BATHROOM WALL SHWR.21. O VALVES W 0o 0 = SOAP r (D 00 C)DISH U LO t r t CD CIO co O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY INTERIOR ELEVATIONS, 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET — 36" H BASE O FINISHED CABINETS - o COUNTER TOP 30 H BASE 00 C° O 2x r >- LO 00 FRAMING T� M 1 /2" GYP c? BOARD — T FIN. FLR. 2x P.T. SHELVING - CABINETS - o 0 r C") N ISLAND COUNTER t 0 00 0 00 t � o N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ r I - Y KITCHEN ISLAND KITCHEN KITCHEN BATH 2 OWNER'S BATHROOM VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / Cl) MEDICINE CABINET o0 Oz 0z CO > CV > co M InM 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER i HOLDER rt_ CV FIN. FLR. NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD 0 Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. ` TOWEL BAR ON BATHROOM WALL SHWR.21. O VALVES W 0o 0 = SOAP r (D 00 C)DISH U LO t r t CD CIO co O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY INTERIOR ELEVATIONS, 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET — 36" H BASE O FINISHED CABINETS - o COUNTER TOP 30 H BASE 00 C° O 2x r >- LO 00 FRAMING T� M 1 /2" GYP c? BOARD — T FIN. FLR. 2x P.T. SHELVING - CABINETS - o 0 r C") N ISLAND COUNTER t 0 00 0 00 t � o N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ r I - Y N O N O • �� • tso Fr78750 w rn w ."M PRE -ENGINEER TRUSS 12 5 UJ 3 TAB SHINGLES. ROOF --� — - INSTALLED AS PER > I MANUF. SPECIFICATIONS 12 HEEL — — — — — — — - -----—•----,--,- — — Tom— 5 — � � — — — — — _ I I a:: ' ; I 12 I I _y F4 T.O.M. I 1 1T ------ — — — — — — -- — — — — — ------------------------ — — — —— — — cn w I V RIPS HDR HGT. Q --- ------ ---------------------- - - - - - - - - - - - - - - - - - — —----- ------ I I 5 11 TEXT RED1 " x 9" OTH 2 1 F17 F I I ❑ ;,. HEAD / BAND ! I TEXTURED I I 1 CEMENTITIOUS FINISH o "+'• t *fi.;j' ("' II II I II ON C.M.U. (TYP.) f 11MININININIMILE-IN 12 5� 1'-0.. 4' RIDGE VENT FRONT ELEVATION - B1 18' RIDGE VENT c1... uJ Y.j.� Y. • FI . FLR. —REFER TO FRAMING PLAN FOR BEAM SIZE — — 2"x4" TYP. 5/8" TEXTURED OVER MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. —REFER TO FLOOR PLAN FOR POST SIZE x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO FLOOR PLAN (1) 2"X4" TYP. (2) 2"X6" TYP. SEE FOUNDATION PLANS — — — — — FOR FOOTER SIZE C-11 OLUMN DETAIL 3 TAB SHINGLES. ROOF l— INSTALLED AS PER MANUF. SPECIFICATIONS S-0" TEXTURED TEXTURED CEMENTITIOUS q CEMENTITIOUS FIN. ON C.M.U. 00 FINISH ON C.M.U. �o (TYP.) (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND ---------------------- ---------------------- — ----- ---------------- F.FL. LEFT ELEVATION - B1. 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. N 0 N co 1 � N o cos`•°°i�SLEi�1lhlot i� A NSF •, .•�G �S;r% i Plo PE78750 QJ c0 fA.• 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 seat. Lo W leakQ n OT E 11 oo a8 Neat N d # W V r U) n r N O L- c- w a- ' `1 a rn ccLLi_ a- w Iw •� Z J - 0 'C Z ° Ie. N (o W 0 Q Q QI— a IL L M Z ce D ~° n N Q U U Z SME W V M � N M 0 0 Z N z � � � V) M Z a � o 4 -J t'6 N w O Vi �N w o L N aim U — m E U o y Q o No �� o w COM coo M y z o z ¢ z E zo > Z® ° E (O C �o X U a uo V 0 �< cp O N ~ QZ o Wz r a? ra C < Y mo o Z- N J .m ¢z zz v(i a, os z no w, nw U ?� <o ¢o of _ ,1_ �3 �w =� >O o CO w� owe a o~ V Z¢ VAS 0 c � ` > d' J rn m cu L � 0 O Y 0 0 T ECN a� T M O Lo �_ = N r Ln Ln i- = N rn N r CDCM E c Z M Z :3N E 10 C C a U � ¢ a _J JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. 3.1 TFF--- 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS —1 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS OFFRIDGE VENT- 4- — — — — — — — — — — — — — — — — — — — — — — — — — — EXTENDED — — OVERHANG TO BE CENTERED ON DOOR 18' RIDGE VENT 12 5� REAR ELEVATION - B1 4' RIDGE VENT 12 zz:::�5 SCALE: 1 /4"=1 r-0" ---------- T.O.M. ------- HDR T.O.M. AV HDR HGT. 1'-01, TEXTURED I?CEMENTITIOUS TEXTURED 3-0"01 co FINISH ON C.M.U. CEMENTITIOUS � (TYP.) FINISH ON C.M.U. (TYP.) SI F. FL. RIGHT 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 1-112" 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. 0 CV co N 0 r LEA����gFdl9iSl�p��0', +���`"��' � • •'� N • � � o�Sfeee G 8750 � 'ZZ12— E0. 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 Engineers signature and seal. N ID r` W bo V QE oo o � CV O N pp J w U) o o u_ rNi �3 a co V' _ orn z Q O Z m c v � O Q.° co cfl O a co M Z W rn 0 �n N Q A W o U ❑❑❑ U 0 0 0 z � � J to z o 0 (� w o .� 'IJ't-• U o 0 WQ) V) N n yeWy � U I� — E 8 _ 2 8 o c u) < ®® r` o � w M M n Q Z Z 4 u E E O �J o os wz ¢s t� Ro oo _ E O N L a< o ao < 0 o¢ a2 rz (/) C o o¢ o� m Fo o J ¢e7 gz � o� Z go Q � U w � Gp a �w � �_ 00 �w < ;Z r o Mila v °z3 a °F �C:) J a2 rn 0 L � 0 0 N O �' > ^ M Y Q O ` � o (� (� co O `� �C^' W E r T � t0 O O7 I.n = 04 r U -� rn N �— 0 rn M o Z m Z E O N E � M d E a U _ Q p c � JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. 3.2 0 N v 0 m 2" 1" iv M N 2" iv 00 � VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING � 2" #_-1 1'-10" =,N ^ N r 12 CAP 1" RADIUS 3 1!2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1'-54" 1/2" RADIUS 1" 4" VARIES VARIES _ M MIS TIN CAP iv CO 1 _p 1 _4 0 211, 2 VARIES VARIES SIN 1'4" 1 11-01, 1 1/2" RADIUS T 4" 13�� 34 4 MIv T r71a ,- )13,, MIS N SIN 3, T „ 4 - c+� - �dl� VARIES ,,, 2 � 12" ,,, 2 - SIN 32 11" 32 1 �-8" 2 1/2" RADIUS BASE r (.0 • CD N BASE • N 1, 2 *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 EDGE OF OPENING 2" �N 1'-6" 1" 1'-4" 1" Z9 `r 24 rme EM O N 1-1/2" THICK 1-1/2" THICK 4„ 101, TM 21 " 4 e IV �t 10" 6" � b� N r IN 4" 2 CV 2" 4" 3- 6" 2" 2n N cn w i W w M 1-1/2" THICK 32' 24 mkt M 2'-4" � 52' 1 _5" 52' "IN s r� a" 1" 1 3„ 12' N O L I - fififilll TM 54 VARIES VARIES 1�� 2Cn21„ Q Ac all VARIES VARIES r4" 8„ r--------- iv i V I 00 Zo ; Zo Rs" M 32 3.. Q�1 �� , , 2 44 Q� r KEYSTONE F11 b - OPTIONAL ' 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 OPTIONAL 3" 3 3 4 4" WINDOW OPENING 4" 4, • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" �'� - CD d. R44r„ d. VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14' 1 -64 14 12 11, 5q — 1-12 54 00 00 1 " j _ � � 3'-8" 4" 3'-0" 101, 1 -4" 4" 101, 0 T N 1d iv iv N 1" 1 o N T CV 0?o MMr • —71 1 " 'Q,70„ 11" z (V� rM O � I GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH CV O N cD L�L�vetAL��a3e�a Wk `'IAA NO f ti -r.50 7 o 0 �`'7 �C „ 0 �,•.,c gyp,• �� ,`�• S IN \ **�°��•a I` g 9 4 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. �! CD \� Q M " c, 20 N r- J 0n�� N CD ('0,# LL #" w 4 M C J �LL w a IJJ fn fn a Of zl —� sm`f Zz JFO p/ a o O m < . IL z fn D) N O Q Q I — J d F N U O U J N Z ❑�❑ M CN N 0 o 0 � Q d m � z 0 o -N cs� � m U O w o C N ) U � w � E I U o � N OI 44 o w con co o z Z rJL := E E Z O 5 o oLL w z }N z© o a CU gU CIL C O G CD<o XU &¢ a o Up C,U o� a z Qo r ro (n Z y U .m m� o O1 Z 'z a�i N Q 3 p z w� zz � OU az �w U ao _ oz a00 131 cD ot ZI¢ O N m m 0 L � N U O � �\ QY 0 O CL� /roffrt V v1/ m O ^C: W Q L' yr/ W yJ LO = N C N r E ,� O N M o Z cc Z = E O(n ( CIO C C IL E U 4 Q p JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. F1 F-­777, i ll F u - --- - — U ■ rn i v m rrt') CD -0 v 0 O O J lLi 0 N I i s J m Co b No N O J N N I 0 -o o, c Q CAD v a N E 0 2 v c a� LZ 0 U v c U I 0 a i a c O C U J O fZ 0 N 0 a CV O N N m N 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). 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 FFF DUPLEX OUTLET ABOVE COUNTER � W P WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET R DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN ;O� EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) rH 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) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER a ELECTRIC PANEL _.1111011=1 DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA i 10 #12 copper to 20 amp ckts 150 AMP/ 200 AMP 10 #10-2 copper to WH No #10-3 cropper to Dryer M0 200 amp 150 amp UNDERGROUND IDis POWER CO. FEED INTERSYSTEM BONDING or 4/0 SER AID 4 Bare Cu Ground TERMINATION PER 71 WITH CODE APPROVED NEC 14, 250.94 ��J// CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER HgNSON B� k PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER MAIN ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" GV 0 N CD N 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. Fo LO co EE M 8 o 6 00 N Co U (V =7 co uJ J LL tl! Q rn t- r- a m 1 W W - W a LL CL a L O Z L N V iW .- ., O -N N (fl O W Co J CD W 05 (T d a a o- :y Z Z co - Z C) X un O U N W O ❑ ❑ ❑ M !�2 o g z � o r_ Q A+-� t'6 � Lug � U OLLj N Una U W m t — E C) 'o m L" d N .o e sm o wJ Mz o z ILL. ;z E OV o° `� ? o D� az I— ra Q. Ro O Q uoo L o C'V r0 i z ¢z do d2 `J w ra m� o Zto J < z z z zcn o � U SON Q U ,<o W LL <o a N W =ti I� az 3 5 o o10 we �o d =aTo zl 3 C O 0 i ` >CU J O N m 0 CN U �_ '-+- > U /�t' C m l� ../ E r cc o d) Lo = N T LO • — = CV to M rn N r E O CV m z m Z 0 E Q m co E U Q p JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - B1 (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 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 SQINof Ventilators ventilation soffit ventilation vented be provided Ventilation . . Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 22 2 Floor 1999 1919 274 960 69 480 606.0 330.0 276.0 (Zone 1) **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 SO. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ, IN. OF NET FREE AREA / SQ. 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-Alr Needed) N O N E�� P c) AA i A a vo � • LU n 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 W E O co 8 oo coo N r- it LL ., a) _ � Q ENO LL d N * mLLL- —r a w OO! y� �° Zz S �° L (6 co W O W05 91 ¢ ¢ Z IL N M OIL (n O aOU Q U� vv) V M � z N th O 00 0 N z � � Q � J n E3 N N M z a VJ o W g � co 0^ L ! W o Ly N F— UJ U L1' ie t. � r— — EEp I 0 �_♦ V O N Q N �� am A O w M zo z g ill J L.L. QC C E 0 zo o O Z o < N 2Q O a ¢O Wo u O z � � — O E XCOi OG ¢z OK az N o o N i ao m¢< � O co m Q W < fn Zn N Q O¢ Z Z O �O Q ' j> � a �w U <o a x� li r 3 OW Conj v oa > T d r °3 0O O = ` J a; Cq U O Q Q o C m o 1� \� /CL T ECN �• r (d p C3� LC) = N r U CD o r= N 05 N r O E c N M Z Z E O CU E o Q d U Q p JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. 5 N c H.B' A TYP @ 1 STORY S3 U.N.O. ■ ■ ■ ■ :. ............................... ■ ■ r__�: _... .... ■........... ■ ■ ■ L" ................:.:._::....�n..... ■ ■ �_ I I? I- --1 -r I 21_91, 2-_8„-11$"II I I: `'901-01, I ��� II ll• � III It ■ o Il II. tl+ HVAC CHASE \� MM� II IF �'��~J`7. — i1 N �t I - r; BASED ON I �Ji/ t + J 11 I 10'-10$" Ln LOCATION o C J — CJ cal CJ — CJ 2'-6"x2-6"x1'-O" W/ (3) #5'S E.W. 17'-58" 36'-68' I .. TYP @ 1 :: :::: : ; : ; : STORY U.N.O. ■ : _ _ 0'-0" I 1 100 I ^-1 00 A r. .....::: . ............................. : ...........:....r EO G TS3 ........ .... ....... ;■ ■.. ■ 3-1/2" MIN 3000 PSI CONC. SLAB FO TOP OFCONC./PAVER TO BE4" 3-8" 4'-4" I ■ : I HERNANDO COUNTY ONLY BELOW FIN. FLR. 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 a 4'-8" PROVIDE %2" x 9" 2'-6"x2-6"x1'-o' iv L C' _3 1/2" I MIL VISQUEEN VAPOR BARRIER I s I 16'-118' 8'-64' RECESS FOR FRT. DOOR W/ (3) #5'S E.W. I I 3 1/2" SLOPE N I J Ia. /07� S3 — — — — — — — — — — I — — — o ■ % \..... III II CJ II D.W. III I • � ■ — — STEPS AS ■ I N I I rr - ��Ia - CC S3 CC S3 I o �o S3 REQUIRED PROVIDE 1 t/2' RECESS I II II � I I II L JII�� I _ o i� PER FIELD FOR SGD. REFER TO = MASON'S SLOPE FOR I II (- r �III� I : ; I T-41" 7'-12' X w M CONDITIONS : I II III WIDTH io 4'-0" 25'-6" II �� =-J 20'-6' X I I I J I I' LC EDGE OF SLAB 2" I (2) #5 VERTICAL _ ch N BEYOND WALL BARS KITCHEN ISLAND LOW WALLS S3 BUILDER TO PROVIDE J ■ ( CHASE TO ISLAND I • . APPLIANCE PROTECTION S3 WHEN REQUIRED PER FBC o - INDICATES FILLED CELL 3000 PSI - - - - - -I - w/ t CJ ; : - r GJ I L? A CONC. GROUT FROM FT. TO BEAM I eo S3 W/ (1) #5 REBAR VERT ABOVE SLAB r i t TYP @ ALL PLACES SHOWN I in TYP 1 STORY @ U.N.O. I HOOKED FTC. DOWELS 5" EMBED '- W/ 25" EXT. ABOVE SLAB "GRADE 40 I I . ' tI ' ' - -- - - 3 1/2" SLOPE F -- STEEL" i 6PT. 0 i OPT. D I:: I 20'-10is., : - - - - 4'-711 I (2) #5 VERTICAL BARS 17 3-8" � T-5$" I. 2'-6$ L 6'-0" A TYP @ 1 STORY S3 U.N.O. 2'-6" x 2'-6" x 1'-O" W/ (3) #5'S E.W. - 5-20" I H.B.+ 7- 4'-10" L 2' FOUNDATION PLAN MONO - ELEV-131 SCALE: %4"=1'-0" 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 UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w Uxz- CONTROL JOINT DETAIL SCALE: 3/4" = 1'-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" r N O CV `�wswtwww►rpo� cc 0',!r,,l o �GOA, G N S • � � �*'�'o .w • Qt 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. L F of 1^ 8 N r OO , LL 91 H� N m J 7 lfi To tip it ", W =I � - - W d u- M N j 2sz CN J 5 W mLL- auj z c m lot0 OC — = O C @ i 10 rorn Z Z a N Mz �to0 O C) U W M z N o o z � N Z � Q � UM N z 0 0 LL, 0 O u,o N v Lu o Q N O) o w M M ¢ o z g J � E 0 E � � oo z< z® u ca 2 oo F-- � X a � o OU U� 0 N aF o wo az �w C - Y h O Q W z CL o LL z o aU az �w =o oy z r = 00 <a c� wo Gfl o¢ a oo3 �O 0 = ` > d' J O' LT m a (� c7 0 W C) O > N Y Q O O m /•� mil/ /�\ O E f a� r coo di Lo = N r Ln •— co rn Ln r= N rn 04 r O M E E c Z Z E O E d U Q ca 0 � JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. 6 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[6:12] a=oft (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 1 1 -49.57 -49.57 10 I GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 -78.58 -- I ---�}--------�' --- I -- I O� ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 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 a ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" Q.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q j SHINGLE: Y16" EXP. 1 (2%) or 1Y32" EXP. 1 (33/16) ' TILE: 1%az' EXP. 1 (33/16) I I NOTE: -t _ 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Ys" x 0.113") NAILS T3r 3r I I OO 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF ]- 20 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] 2] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END, ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. (2) A co LO U U U CJ to a 0 r Q —�— 1 1 1 1 1 � 1 � 1 ✓� CJ3 CJ5 I N o a O H 00 Q ~ (o a ~ d' Q ~ N a a a f- Q M ¢ a a M a 0 a M W W 00 CIO N C7 0 00 00 m m m C) I I SIM GE1 FG1 18 D1 EJ7 I �2) 2xl2 #2 SYP WD. BM. w/ LITCH PLATE. BOTT. OF B' SIMPSON HU410 w/ (18) TITEN EJ7 1 1/4" x 2 3/4" & (10) 10d NAILS I EJ7 I EJ7 EJ7 EJ7 CJ5 CJ3 y✓> CJ 1 I EJ7 "t EJ7 EJ7 .1 EJ7 X (2 X EJ7V it I EJ7VA I) q, EJ7VA 0 r Q X (2) EJ7VA 0 CJ5V CJ3V CJ1V EJ7V EJ7V EJ7V EJ7V "I II I EJ7V I EJ7V ��1J > T M to U U U (2) A TYP A \_ I\ z U U (2) TYP. BM TO CO. CORNER 7/16" OSB A. @ 6'-8" 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 1 112" 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) 10dx1-112" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 ' 3130 3050 1 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x2 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) 318" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ) 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 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * 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 / 360 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 1-8-8 CLEAR GAP BETWEEN (6) 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 (6) 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 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Bl_ yyyys��4rarsF� N •`•` �� ••�jlr ���•'''f� ��► t� nx C=> a •�.. `� .ate :� �� �. 'tog e 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 Engineers signature and seal. N _ W v E n o o S 9 N' O N # J N 0 (Dm�-j t rn 161Lau"-- '� Y 3 a Z co MU_L aL p o O W N(0 Lr O J W Z 05 � rn C n N cl)) Z O O O Q Q w Z W ❑❑❑ V M � z N O 0 0 N z o Q N 2 � 0 v S LL 4-1 Gn O W oalift sops `° 8 _3\ m L/ o N o 14 481 ti o c.0 w co J z Z Z g ai E ECL OU w o Wo ou wz >o Q z© oa X OD O° 0 C, N a< ¢z o 6 °¢ wz ¢ w 4) L ru C) C C ❑ o� uoz m F ° °, N aw v� o z - o �W V �o �- o ap wa �o � zl¢ a r 3 �C:) J O rn m 0 L 0 N � o .> > N .-. Q Y o O r1 0 W r cc p Lo '�_ = N r U) LO rn Ln r= N rn N r M 2 N N o Z co z � E O co FL E U Q p c C JOB NO: 21-2025 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 174" 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 �� . 0 Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS MEN! IBM MCI -WE MOM 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F321 B/1T © © ® 8 FORM & GROUT SOLID O � r J O #5 BAR CONT. 8F12-1 B/1 T W" LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T U ¢ 00 tNOMINA tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c1� precast lintels = 3500 psi. 2. fc 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. Rebar 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. #5 AT TOP ALTERNATE POWERS MIN..(1)(1) RE REQ'D a a O CLEAR STEEL LINTEL ° A ° d M. U. #5 REBAR AT TOP A ° e MIN. (1) REQ'D ° 4 1-1/2" CLEAR ° a d A a GROUT D ° J Cl Q r` J Cl rn H ° Q C.M.U. a 5 REBAR AT = - rn t j ° O BOTTOM OF U w w w O is U - Q o "*-BOTTOM LINTEL CAVITY Lu /� \ o it U O z U REINFORCING ¢ ¢ O m Z `L 7.5/8"ACTUAL PROVIDED IN LINTEL Z o w ,.� ¢ _' C7 m D D #5 REBAR AT BC �° A, Q° AS INDICATED 'NOMINAL WIDTH (VARIES) c~n LO M a 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 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 a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION Q 4'-0" ILL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4'=1'-0" O CV co EVl /{O�,i" o iw 'r To the best of the Engineers knowledge, information and belief, the structural plans and specfications 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. W F E p r(a 8)C C, J u-LL fti V '� W y � it LL W ?v: a N rO Qj c7- mtJiLi 3 w a_d Y a- W j -arn % I m C) w Ld O p W Z � 'Cu c � co J Q Q ¢ IL Z u-) m Z N O U N O 0 _J to qIL W M Q z N M 0 0 o � ¢N Z o ¢ Q - to M z � o Q'jl �� T ® U O s �a c in Elm •J c LU F- - E ® u Of, s C.J o to, s Ak o w co CO y oo z -J U_ Q E E O zo oo z > <R z© ❑a I- XO U a, o a 1UO oa az NZ Lpd o . w M � m o ¢ oU m :5 H O � r) J .o a ° Z > z ¢w z W N 0_ p< LL z ao w Cj a o az_1 CD V wI >° a 003 za .0 O J Om 0 L � U O �> > Q X Y 0 O O O m o I� �C\' W E r V i t0 Q V Lo LO C0 M LO r= N CIDN r M oa) � N CM �; o Z Z E O a E U � Q p � JOB NO: 21-2025 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 % 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 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 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 TR11-14. 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. ROOF 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 U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 THE LOCATION L D M NSIONS PERTAINING TO E LOCAT 0 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-kP CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 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. 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 15132" 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 3/16", 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 / Boracore 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 including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall 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 - Cgcrete overpog and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 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 bi licensed pest control company before a certificate of occupancy will be issued. TKe 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. 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 = II 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 9x7 +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 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 4" 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 %". 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. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 0 N m N 0 �'• Gj� s IN 0 • c7S750 , :. ® cam'' t40 F :} r AT C 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. 0 W00 E a o 8 n �a�p �• ate-. �1 0 ua co wt � J LL w ygi a LL LL o O cD W_ 0 W ���m a a a o Z N M Z a K N O ZO C)U vOi Z 0 El (D M � N M _ O o Z o � J N z 0 _ 1' 0 LL T t� (6 w a U O - � w o (J W J I' li U o m c 0 ¢ 0 o ®0 � m CD CD CIDZ M co N ¢ o Z � Ce E Q 0 _ g0 oLL Qry za co � �= o� XO U d 00 M rM N Itwo N ❑ Z �� r6 ci _ c ao Nm mo of Z m J < ° aw s z Cl) 2 0c So � w� a �w � ow >° o Mj v w oa a o3 .y p J 0 m L 0 N O > N 0­1.> Q 0 O C:) C (� (� �. m C: �i r cc O Qi 2 N r LO CO 0.) Ln r= N rn N r O M 6 ca Z E 0 c 0-U -1 Q JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. S N CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 O 0 5'-0" STUB -OUT FOR _001 CD � C,GAS METER 0 o U O F 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. 10141 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-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'-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-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" orp 5000s 1.8/1.7 nel 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 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap FILL CELL STD, 90° HOOK LU > STD. 90° CONT. #5 BAR HOOK BOND BEAM SIMPSON MGT w/(22)10d NAILS TYR GIRDER TRUSS �— CONT. #5 BAR 2X TOP PLATE 5/8" Q �d_ #5 CONT. THRU FROM BOLT 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 COLUMNAblock SEE PLAN FOR REQSHEATHING PLYWOOD FLOOR COLUMN ANDCONNECTIONTJI PER PLAN TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. _ 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflangehcof us t. - Birdsmoutcuts. N.T.S. - Under 2nd floor cohrmn w/ Inane N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 1 2-8d 3-8d 14" 1 2-8d 5-8d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d ! 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl60sYN 11-7/8" 2-8d 3.8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s® 11-7/ " 3-16d 3-16d 1 14" 5-16d I 5-16d 16" 6-16d 6-16d Ice SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below." 4__ Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails SECTION a@ INT. BRG. WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 6" A 1/" ROUND HOLE MAY 6" 6„ O NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yi' -9' S' 0' 3' 7'° L;+ IV. !,oi�Jt t r�. 1 .fir"{'{t" 1• - F 3" 1l e T. 2" � �-3' q � 9- rye L3--21 2- 1 Eve G3'-101, 3-r- 4i 4r-9e 6� 4 �L* 6 6 +�1'�' !'-1J k T' T ' ° V' 77 - - - �,,rqy.���- 4-�! ` 'r�7yn- 6-7- 6-'-'Y7 - 7 L " �'�. 2(1 1" 1 1„ 1 - 1 2-' 2 '-0 4'-0'" 4'-10 " 5-11" 6-11" 7'-11." 8'-11 " __.. ___24 1,-0" 1'4' 1' ' 1 S-' 2'-S' 37" 4'-g" 5'-10" -r2'" $'-4 ° 3'-# ' 10'-'°' 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 %" 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. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) ; 11 1�7I 1 l- ICI Lf111--.I_ _Lr Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM a SEE PLAN FOR °• ..a . • • A ° FOUNDATION INFO ° d STEM FOUNDATION Filler block. F—GRADE �—REINF. SEE PLAN \\ 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 whenVr.,I, required if hanger flange is laterally supported by joist haoesn't meet eight requirements .6 X Joist depth o I . W I -JOISTS BUCKETS N.T.S. till.. lfIHJC 4 rv�. SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° °(WHEN w/ (18)10d x 1 1/2" .0 REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" V CENTERED @PIPE 100 PENETRATION dA. A. ° 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ° SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'4' CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUM BING LINE r- U M G d A 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 da. d / da G a a d ° eA ' ° d ° T_ ° SEE FND. PLN. SIZE & REINF. 0 N cfl 0 LEM '.r.. "� • tvo a AT ,w 41S w 'ls��',,n •"' '°' 4b fir•• �'' 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. to Co C) Am A&O co sc UJ 0 Co m U LL '� co w La 4t ; W N Q Cnr­ r o LL W a. N C)d Y 3 �� Ja W 13 0 19 W x Z co M o a Z � W O N 3 L7 00 U tUn a z W ❑r-1❑ CD z o z o J — V) N z0 U = 0 a-1 (� u, M 2 jL U 0 to �V) U � F E ai U C_ 'o W d ¢ Y ®0 N m Aft A r, o w Mm co J ¢ zo Z Z¢ U_ E U Z 00 T N Qry zo AdF@ 6 0. xO o¢ ¢o _° o1 -W irm �o �m m� 0 o, Z w a, J t5m < M, Non Cl) U 2a o2 Qo z Z 50 a"3: w YT, O '10V' zI¢ a T, ij 3 0 ` > J 0 m 0 L � � N � 0 O (D N ^ Y ' O L C)Q m r^ O E r r ca C) Q� Lo = N T— LO r TT� .L 8 N r O 6 E w N cN Z Z E (D c a U _J Q t7 JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. SN 1 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1E REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE.v 3/8" MORTAR BETWEEN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & = SLAB & BLOCK 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 WII A N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) M WWF OR FIBERMESH M 1�� ELEV. 01-0 ,� 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F.`r D ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G H, ASTM "-� =1I I —I I I—I11 11== ° °°ELEV. -0'-31/2" or or 1=III—III=1 I=� i=1 I I=1 �I I=1 ° ° ° ° D3161-CLASS F, IN ' 1=1I III —I — —_ I ° ° ° ° ° ° 2x4 CONT. ° ° A.F.F. O 12 ACCORDANCE w/ TABLE ' I =1 I=I I �LI=III=1 I I=1 I L�1 11=I I I —I I' ° ° 4 ° - (TYP. VARIES R905.2.6.1 FLORIDA BUILDING Q ° ° GARAGE DEPTH VARIES ° CODE 7TH EDITION (2020) i r_� I 1=1 I III I i I 8 ; RESIDENTIAL ROOF SHEATHING -SEE INSu ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP rB ` ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 — 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE ��N�dos BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA ccN co�'��� GYP. TYPE @ GARAGE �Eos� W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING '? ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C U 10 M �,3o s 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY� 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN P.T. HORIZONTAL 1x2NAILER = #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10-0 (R302.11) " 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR N G/S3 FOR ANCHOR5/8" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) TYPE "S" BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR x W S BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " @ MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w! (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600# ) SPACE ANCHOFR R ARCHITECTURAL SPACED EVENLY w! (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR ^ 6" M FINISH �'P 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2'BOLTS PLATEAX WWFWWF OR FIBERMESH , E 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED GRADE E ;I D D ' D z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE � GRADE4oMIN. Fy=40ksi D ° p. ° 1!2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° ? 0 SHOWN ° o ° �' '' M — — -0 D .I I �= I . FINISH GRADE °O 00 26"MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksij w I —III —I I 1—I I 1 I D III IJ�=1 I I —I I h ' 1=1 I —I D • (� 1=T FOUNDATION PLAN FOR LOCATIONS) °� _ co FFOOTING OR CLARITY o I=1 I= = (= =I =I-1 6 MIL VAPOR BARRIER D ° ° 1=19 7 1 � I = T z #5 REINFORCING BAR n R 1 7/8 — -• —I 1x4 P.T. BASE NAILER p p ° ° � —III— � —I � —) � —III- � ti - D _—=_ _ T I � �— I 1 �) I� #5 LAP SPLICE 4"x4" INSPECTION NOTE: ° ° D 1=III=1=1 1=III=1�--firT I .• 111 � I11 (2) #5 CONT. 3 1/4" BASEBOARD PORT AI' EACH oD g III=III= =III=III—III- N *FOR BEARING WALL —I r _ D ° COMP. SOIL. (COMPACTED TO _ I ���_ — — — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1' 4" 8., _ FILLED CELL TYPICAL =III=III=III=III=III— W/ UPLIFT ONLY __ ____ = I ' ° 95 /° MODIFIED PROCTOR ASTM � =� I I ��— I— I--,�J.—I I Imo. 10" (TYP.) MIN. 2500 PSI CONIC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR cn _ __ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ — I——III—� III=1=1 I III=I I=I 1=I 1=1=1=III=1 I=III=III=1 I 1=1 (� =1 I—III=1 —I I—III—III=III III=III=1 I =1 I =III= D1557) I I—m rl—m—III 4" V-4" LI Trr #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. To CUT BLOCK OR POUR CURB DUE To SLOPE("D� -1 _I —I l-1 I-1 ;III II II ;III ;III ITI 1= #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" 71 BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4 -1 0 S3 SLAB INFORMATION. SLAB INFORMATION. _ r °D I � 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 D -T — _ 80 I 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR D f 'r z *� min.) 4 " 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER D 4 • N ' a v GRADE AT 24" O.C. MAX. SEE PLAN FOR x CONNECTION INFO - a C� e - COMP. SOIL. I ° (COMPACTED TO 95% -I_� _ O° _ _ _ _ - - - - —I 1 I —I I I III —III —I ' - - _ - = a _ & LAYOUT DESIGN - ^ a 04 d' a- i 1 TOP OF BEAM :7I I I 1=117= 1 I I - -(1) #5 REBAR w/ OPT. SEE ROOF PLAN � ,✓ - - - - a, : ° MODIFIED PROCTOR ASTM D1557) _ _ - _S RE N ENCLOSURE —1 I I fI I I= 11=I I I I IC(I—Ir— —r r r (2) HTS20 FOR STRUCTURAL _ - _ - TI-iI I III . 1 3" MIN. CLR. -I I I I I (=I I I I III- BEAM SIZE & r a I_ ° (2) #5 REBAR CONT.4"' 1-4 (1 STORY) 3" CHAIRS TYP. STD. 90 HOOK SEE ( I I CONNECTION INFO M 8 I III 4" 1'-8" (2 STORY) DETAIL) MIN. a 2x4PJ. I I U U.N.O.N PLATE I 2x4 #2 SYP P.T. FRAMING w/ �l I I I I ITS TI f ,TT` SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL osa. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 �",Esp�pw � � SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 01_01, 0 CONT. BEAD SEALANT SCALE: 3/4"=1'-01, S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND 4i <t DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ' .: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE q MASONRY WALL AND PAVERS /DRIVEWAY EXPANSION JOINT , ` 31/2 SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS . y' .: - GARAGE ATTACHMENTS & 18/D1 AT 8' O.C. PAD FOOTING PAVERS z ::1CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ^ EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. @ TO FOUNDATION PAD a .' •. J ` - STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' •. —TV I �•' '' '' —III =I =-1 Q_ I 1=� 1 d I' �:...:. PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M z GRADE a ° — - -) I �I I 1=I I . ' : — - E a FILLED PLAN = _ , :'• TENSION 120#) CONCRETE SLAB _ 6 6 W1.4 W1.4 ca �, SOLID (SEE FOR SIZE AND REINFORCEMENT LU —I — —III—I I=1 I I I —I I .. . I_I I I- x x _ r ) C7 =I ° °• =III- • =1 I a .•-� -1 I— '1• 111= I I -I I ' a. -1 + - °° a T WWF OR FIBERMESH , z F- a w- - - I- I—III-1-1 1- v —I 11=1 I :•; ; 1=1 11= _ a BRICK PAVERS or SLAB PER o w v� w Z O o -I ! •' a • a -_ -_ - z < SEE A/S3 OR J/S6 ( I I�T Ti r— I I I I I I �I I I III- SEE A/S3 OR J/S6 I I III— III— 0-0 FIN. FLR.A COMMUNITY SPECS U) - - I— =III=III=III=III =III=III—= w -I III=III=) =III=III III=III= I—' FOOTING M 6 MIL VAPOR — — : l — — _ — — h �I —I I_ I I =1 11=1 I I— TIT FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER — I1=I=III= = I = III—' BEYOND 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) r �—III I — I I— —I' ti '' "• �. ' PAD REINFORCEMENT _ I 1=i 11=� —' '- 3" MIN. CLEARANCE 1' 8" 2 STOR ( ) T-8" 2 STORY) ( ) 4' 4 v .• -ti SEEFO SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH � •' • ' "'� PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGK6D12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"= T-0" SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 13 GV 0 CV �. l.E'v1/ko' of o f '•ho PE7,3750 it To the best of the Engineer's knowledge, information and belief, the st uctural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential nth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal'. d? CD o QE 0 O m V N rZ 4t -- "LU 0 .5 �; Ni h r- J L.0 d .i Vi M IJi I.L. a- 00zo z o� O w ,,j 8 •@ N t0 Lr O J Coa 05 a a . Z L0 Cl)z rn O �U) OU (D C M 0 0 z N63 z J M O � o L� a--J RiW 0 W o V) C N piss U W N E .•. m I fi = U o C 0 Q N O r— o Mz w ¢ o z � LL OL o E =o oQ w= > z Q� Z0 v F— 0 o E o x0 oa ao Qz �0 �< °z wz N o ¢z L ra rj C OY m o 01 mrz a ° g v7 3 0< Z z ao r- � o o wF -o d r Ov z�I¢ 2O 0 = ` J Om 0 W 0 N m N Q Y o O r1 I— m O r co p = N r • - co rn L() T- = N rn N r E CD w C'M -E o z CU z E O ig d E U � Q p -°)I JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. S3 (MONO) m C) L v J N I i m 0 CU 2 0 0 J N 0 I i 0 V �O+ cm 3 C) a O i oa E 0 x 0 J In 0 c i Z 0 i 0 U J EZ 0 N 0 0 0 N LO m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE �- VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS Zx DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP —4 TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIORDi ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (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 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYp) 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 T+++ STUD W/ (3) 10d NA + CRICKET AS REQUIRED SINGLE 2x CONT. BASE i 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 BLOCKING (TYP.) 2x P.T. PLATE OFTRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF Ct TO DRAIN TO OPENING DOOR OPENING EXTERIOR ❑ WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 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 KB MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J 4 a ° d I ° —IF 8 STD.90`HOOK g LINTEL BEAM W/ (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: 10 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 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. SCALE: N.T.S. K�E) WIDTH OF OPENING VARIES 4., FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J Q T LU > O 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY ; •.. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d d ° e a E SEE PLAN FOR FOOTING DIMENSIONS POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. ram/ SFFA �0w �N 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" 0/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- 2 x 6 P. J-BOLT TRACK BRACKET AGE R 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 JACKS STUDS JACKS STUDS SIZE 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) (4) (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. �R SIMPSON HTT4 TYP. Dp U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD \�J 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C 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 BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOFTRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 145 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 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 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 i^NAILS TOTAL) EA, SIDE OF 48" SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALLul-I EXTERIOR STUDS W/ (4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS J SIMPSON P.T. ATE LTRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS (B EACH END w v d. z a 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL Q SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. t&NUT OXIED A.T.R. t &NUT DXIED A.T.R. I & NUT a r 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C FFSP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 / SP4 a a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /— 2X BLOCKING 0 (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 10d NAILS @ 6" O.C. STAGGERED A G STA GERED TRANSOM FRAMING 0 N � o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o 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 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. GV 0 N � ,11 q�N ` • � lo,4, e O •LEly-Vkryf t t •• �� 750 NN ac •• : y .; EYTA-, OF : Lu +` •. �: ';�sorrrr�t�;s 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. nr k° C> W a '�TEti A N�a* O Cq N op # IJL �♦ 0 V 0 6 CM C � LL7 W y cq�ti-° J z, `L lL - w a - a M U_ U_ Z 13 � L :2 O � C, C) m O W Z 02OrO' j cc 0 d a M Z 1 n O Z N p V v W ❑❑❑ N MO o z� � � Q � — V I �n N Z aC1 W (D o � U m 0 U0 ti N c.j J all Lu �-- s l� =1 w III C..) O N 0 L D OD N 0 I� o w Mo M �¢ z < 111( ;E 0 zo - o o z < Z© oa r`° O E t 'o �¢ a p ,° U o< Z 7M o �° wo �w B ao $ oy m� o OLL z n� cn (n 2 C F of zz go az U<p wLL ~� oz 3 1° C)w� V zz¢ a o3 E J 2 > �j- O 0 L � U O % > N .-. Q a C)r1 U 0 (3 C0 C m O Lo 3: N r Ln c0 rn Ln T T N O) N T C)co0 E z �o E O E 0 03 @ d 0 U j 'ai Q 0 _ JOB NO : 21-2025 SCALE : AS NOTED SHEET NO. SN 4 tcs�a't�Lll�- SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 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 DETAILS (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 1O/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) 1 Od "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 (2)10d TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS [��1' NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OS OSB SHEATHING ATTACHED @ 3I O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD IL1QdX3" 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 NAILING SCHEDULE FOR SHEATHING `- DOUBLE TOP PLATE I 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2) 1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL 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 NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL 2x4 "T" ON TOP OF PANEL FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2"x8"'J'BOLT @48 OC (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO --� MOISTURE BARRIER SIMPSON META12 w/ (7)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Odx3" @ 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 PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24,, WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/411x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J - AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP r " SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION `° SCHEDULE FOR --Ill SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 00 00 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2X4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT 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" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2)16d TOENAILS -ARCHITECTURAL 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, 8d @ 6"O/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 HGAM10KTA 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 BLOCKING, FASTEN WITH 2x4 BLOCKING W/ ' EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAYBE REPLACED W! (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS I . NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - ^ D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. 55 SCALE: N.T.S. 55 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT .�.......,.,.,- - , ....., ........., .....0 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL S5 12 6.9 MAX., SCALE: N.T.S. S5 GABLE TRUSS In SH SCHEDULE ITTACHMENT 2 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 10 SCALE: N.T.S. 55 "L" BRACE W/ 10d @ 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. MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 I'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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING V 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL 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/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d (2) 2"x8" "L" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. 55 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. 55 ADDITIONAL INFORMATION. Z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C \.-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM 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 iln I : 0 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. a g t "L" BRACING REQUIREMENTS 2x4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2)1 Od AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING \-- MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS —VVIV 1. DCmrNiN 7 `- GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION anmraUiv arz wf IL/ 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. �9 Y CORNER JACK w NZ LL O U HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 ��yvt�as�.�raloesiCo 0k � O z GQR' N0 P, 7g750 :CCo r L jaa fill"' 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. V y � 4 of �n O M � r _j N F N [p J J ® tli u_ 2- 0 -0.. LL LL! cn��a w � rvcN�'v� LLaY LLU_ a U 0 0 m N O W c�rnrn ¢a a LL N c') Z d' rn O f. aO U U_j W .. _a z ❑ C7 o N Q N M `a Q)�N't ' O Ul c.n C C � �_ ple J 8 z10 V O N o 9 440 N o w M z � o z a LL_ E wo oo >� Q 8 o j �® ❑a f6 K O &` u O O U o o N wo o wz �� . ro C: Zz UY U O of � �m Q ll g� N N �o oo z o g � ;z 5 w� a U Q aLL �w _< =3 0� o¢ la ;o a r= O 3 2O 0 = J O a� m 0 U O % > N .-. Q Y p C) 0 C m o `.. N r r is o Cn Lo = N r c� rn Ln r = N N r p E .c CM Z m Z = O E- cn m ca C U C FL _ Q p JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. S5 �I1Tfi1( DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1x4 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 1x8 O.C. 2-ROWS INTO 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 ix4 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. 1x4 1/2" DRYWALL DOOR JAMB (REFER*2" EACH END W/ MIN. TO PRODUCT TO PRODUCTDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CO (2) ROWS 3/16" x 3-1/2" /7/// x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACHTAPCON ix4 @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2 'A DETAIL 21/4 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 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS 6d 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 INSTALL WDW. SCREW ANCHOR--( INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. - A/4" MAX EMBEDMENT INTO K.) 2'-0- BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL K B-B 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 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL 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 PROPER INSTALLATION MAX. 8 #5 RE& (TYP) FILL SOLID BOTH CELLS STD. 90' HOOK (l FLI NOTCH WEB AT +5^ FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Yz" 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 i 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS 2X6 TO 2X4 SIMPSON H2.5A w/ (10) i 8d NAILS 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER 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 NOTE: REMAIN FREE OF MORTAR. 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. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. _ -/ 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4'Yz" 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 (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6'-0" e p' D D fi14 16 1- —r D GRADE - e CN q ch _ z \ e. \ e ° (2) #5 REBAR. MIN. 3" 16" MIN. 70f COVER 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,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" iR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TD. 90° HOOK 2x BAND JOIST W! FACE NAIL 10d (TYP.) ` @ TOP & BTTM CHORD, AND (8) YP,) FACE NAILS 10d @ TRUSS VERT. WEB — Fj[:J/[ JL METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS ' +2 NOTC F,� @ FIRST COURSE ` ` INTO BAND JOIST & (4)1/4"x2 314" THE TITEN INTO K.O. BLOCK :S ` 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 SEE NOTE 1 BELOW 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 r-- 2x SUB FASCIA L 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 V-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 2'-6" * DOUBLE 2x4 SCAB FOR T-6" TO 4'-0" O.H. k (2)10d NAILS @ 8" O.C. O�FRyq TO TRUSS TOP CHORD b + 4 40 TH PLYWOOD SHEATHING + - + TRUSS + �� 2X4 SYP .. s + EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL BLOCKING AS REQUIRED TO SUPPORT SOFFIT SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS CFF CNFGT Ill AAIf1 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 8 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z O U_ O w U U_ U U) FILL 1st4 COURSES SOLID W/GROUT 'a a FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. A' OVERHAN •y A . a.. A RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. 1'-0" 5'-0" ISH F .° -I� Y ° #5 BAR p. 10 • ° ° CENTERED W/ ° ° 9 K IN TOP o ° a KNOCKOUT / N 77 ° CHAIR BLOCK MONO FOOTING ' ,o SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRTP. Z STANDARD q 0 90 HOOK N #5 BAR IN _ FILLED CELL, • • �� , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL u ­ —1- n SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N O N U, �.•. �0 PF-78750 :* .. rc �STATE OF • W` 11 ,—, • •+;� ``� N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q E ti 0 08 N v ® om� 20 N it LL W N � n r— J W a M o u` a a �[ cJi LL a 0 ,b J_ O ~ W 5 '@ N c_o a 0 J 0�° a o °- ILW Lr)Nz (rLn0 N Z Q U R � ❑ ❑❑ cn z N (o O � z N z � � � Q J cn z D o 4_jG u, LU � U ) 0 V) �N ,,, o 3 §70 U J _ Q U o m 0 �m CD cy-3 Z U_ C6 E E w� o o Zo < z® �L CU y Q� —Cl�< XO 0V V o, O E oN az <o <o az z no C/) Cy z m0 o OLL Z E a 3 S< <0 50 a =H <o r- o �w << ;o C) a 0 0 O = 0 � cco L Qi � N > U O Q Y ' O O m O /I T N Lo = N co M rn N LO r r= 0 M o cc N Z Z E O N co U J a 76 Q c J JOB NO: 21-2025 SCALE : AS NOTED SHEET NO, SS 3 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED w/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. 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 ONE 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 YY/ L-IVV � Ll1V11 11\VVV YY LLJ 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) 1 Od x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----y-WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD 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 Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS HIP G.T (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 r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL 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) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL r4 SCALE:NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. A A SEE PLAN FOR SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) o o CORNER SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=1'-0" 1 SEE PLAN FOR CANT. I-7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C MIDDLE BM. SPLICE OVER CENTER OF POST 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 ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)1 Od 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. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER VALLEY TRUSS ( ) 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 8d NAILS AT SP2 w/ 12 10d NAILS AT TOP 4" O.C. INFO. 16" O.C. W/ (4) 12d _41COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1 Od NAILS EACH END ( BETWEEN TRUSSES NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. LOW ROOF/WALL STUD) SCHEDULE TRUSS SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE FOR WALL LOCATION SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO TO WOOD WALL - - SIMPSON MTS12 w/ EACH COMMON BELOW @ NAILS 6" O.C. BLOCKING OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP &BOTTOM 7 NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a°. HETA16 w/ (9) 1 Od x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 1 Od x 1 1/2" NAILS @ 4'-0" O.C. o MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR A TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'SCONNECTIONS FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS N O N O '�•• ,•�� '.�/aid 0 �. 5 .C3o do P ; cOF.. • a� y���` .�'�'� ,off...' J�fJB 1.i A09 `s, r0 >! 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 Engineers signature and seal. 0 0 .:: IN o E oo O M Q c0 I� it 8 �d N ` 0 WH ' 61 �LL n c . wa rn�- U- W ai CNi V LL a Y JLLu-a Z L V 0 rLu N CO �o 7 mm J WUj rn Z ,..:.,. LL a M Z O z do U F W ❑❑❑ M z N o g z N z � � a J r• V) Z a `o [n LL ° U O W o - c .n Lu ` — _ E 3 I =1e = L � �o C rn w Q N m r_ �w M Ch m ¢ p z Z Q ;= E O E Wo Q� Z® v <� o� 03 B CL Xo uo uO N N 4% L a wo ¢❑ dz r� (6 Z Y � mo O o zz _ C O n2W oa a 0 Q 7 n NW ww .1O o1 z 9 =i-r� >° o d _< o °� O >� J 0 L � CN O ' > O C)Q m CD O '� E04 V T (6 O Lo = N r Ln M LO r= N C8 rn N r rn N C") o z m z E O (n cc E C a U _j ¢ 0 JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. D1 MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER SEALANT AT 1)WIN 4) SEALANT JOINT OWBUCKTO OUTSIDE EDGE OF ° i ' MASONRY WINDOW BUCK a 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME Z7-3) 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 WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure 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 S DO NO' BOTTO FLANGE 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 JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) E0 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER 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 ## in each detail that corresponds to the numbered items in the list of instructions 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 LASHING 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 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER 1 Lf1J1 IIIVI.I DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 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 (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - 3/4"-1" BEAD OF CONSTR. 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 within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means of PROOF CAULKING CEMT. FIN. Y Y p g g q Y 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 a lied horizontall pp Y, 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. 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 G 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 ]sac 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 FFLASHING, SEE LANGED WINDOW FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes (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, ��o (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 EXTEND A MINIMUM 6" RE ADHESIVE AS SHOWNLEASE PAPER TO ) 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 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 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 7 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. O INSIDE CORNER AAS �' 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. -7 7 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. w t R t t B 7.7.At built-in cutters. :LF-ADHERED FLASHING TCH IHERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST , OUTSIDE CORNER 2x FRAMEWALL TILE FINISH- /Lu VJ 1/2" DUROCK--- m Q 11-4" PER PLAN z 1'-0" PER PLAN �r SLOPE 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT a m d � Lu PLASTER STOP I- U) a 2 Cl) CONTINUOUS BACKER - U ROD & SEALANT LLJ SLOPED MUD BED ° _ a d n Q IY w �° AVINYL SHOWER PAN I�H�-j I I ° d SLOPE - a ° d ° d Q 4 SHOWER SEAT a 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 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a er ests an arrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS �S STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB i-SF LATH ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH 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 w. r' 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 Plaster over block 1 st floor 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 caulk 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 N 0 fV cfl N 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. = U) - p o o E c � � U a co C) N J + O N O CA 7 ,� c0 in ' J LL SE 4. w �- W ^�� Q � N C) ej rNi v J w a LL Il Y x 0 JLLLL � (n Cn LU D- �' 55 z cl, � rr 0 o O rrb 'F, N Co w LL J m Z co 0 EL N co Z U Q j O U J rn Z O z WLL z N o o Q J N c+� v) z a o W 4-'(DU rD w O � N W 0 � w (� v LL, J - _ E _ a =1� 0 y T 0 ® 0 N T �� o � J W M � z U- m E z ? oo E > a, CD- o w z© ca _ �0 U 00 0 O o F 0 ,0 0 Q az L Q p �w m a c0 !_ C Zz oy U 0 0� z CO N m a� ¢w �z 0� z g0 Q U oLL �p N w - aLL �w �3 = w, Xo MJo O v ozl< , 1, ° 3 CO 0 = ` >4 J 0 E2 m E L � N U O /1 a Y > o O o (7 Cfl I- C m O 1 Q) r co Np Lo = N �- LO CD rn LO T-= N 0) N r O v E CM o E O N Cd d U Q p C JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. W P N - _. February 12 2021 ` P R' D U �T P R 0 V A L 5'P.E� F� SHEET(2021) Florida Department of Business & Professional Regulaton PAae1 of Buildm9CodesandStandsftls : innDzi Product Approval Application Detail - -F-r I"a Q O Q. 0 ^^L Cd 1..1. tntantin Brackets t � ( � �: �•( Utz^7(x- tl () � hypo 1A`Crr�s Support '\ ffAA �•ru4� �� ��It tt J -pftoSchedule SiSe Right Pj ..S.r at )�G P. i ia.) �Ql� n > .: � a t r fryp,l. 6 -.. (� +r .• 4iqd�y.p(5 1t 1•f i s,an lr (Bf �aer`kNi+t+� � - r *Ut UNt nUm Edge {•ar 58 ,* Huai Map y� ' tit 9caIt3 in front){ 4 _ '. J aasttECSVOW ... F CP �iC!.',,�,� nt�il.fpJ .TRl �� SeWl,mkin4 Nuts (May be cut tow) �ps®®y ,.r,x p ryygg r{,�� (( Left Btatk' "( 16 GU91 / yp� #14 Self �71`i11" Spr r r rru Brackets 6 • 1t ,rr i' �1yy,,..,,�s�k,,�� p,„� Back 4T R Cross Support Into AIC Unit giat-4om Side (T�'Ficalr36acirside rhurykane�t ) 4pa:siis,imideflat;un SdF'atruakdr,.. arm rannow.W witivca.i,1 dAir Rrom @t � , Florida DepartmettofBusiness &Professional Regulation . PaeeI"oft Building Codes Standards 1l5120Jf ProdudApproval Application Detail '. •.. - building het As required red b FloridaFI a tut . Flan Administrative E3 please r the ink sliced and rural numbers an bu nnents listed I i '� grid Statute $� and Floridad nl � � provide � rm pp p , •p�, elk t�pkl } �A •pgyp�L p +�• ryr. which 1�y. are +•'#�sJ py �{ theconstruction they' YYill be utilized d eJ':n t1 t'e o ®s79.ruction project or r hich you are applying r :�A theywill a ! {' Cow l ttl :. r P" re Dote pending � 1jypq. Version Pt numefury [oMact Erivnear&Lionise Validated av, Val d: u5 bmilied FBC /ldororal Aoo[nved meatus Rcnsion 2740 Tharma-TYU Cwparatltln stave Jasperson LyndonF Sctimlm, P.E Rr,J King; P. E; 07f2312D20 D7112J2020 0712SI2020 f0J13t2020 Approved Catagary:.EXtenar Doors f801i1843.7623: PE-d3409: (813j 767-6555 SulloCrologry!camp ratios Mnmivtl nEValut rind Report ham ales snlasparsan@IhNmatru.Ca Florida Re iNe Method: vale tare Licensed Fionda 9 Profasslonal En Ineer B ..ry_. N_ ... ...... ._. . , .... .. Cuallty Assurance .... Aobr-r! for Use Aoorbved for Use. :. Ippagt,.:_. D�-sigh- .. 000# r'rg�tt fplpj191 Nlrniber dr Natitt ProiN1U DdBerlotlai: ConlracTExplra¢ It Q& n V outside HVHZ tat._, Pressure i :a. Themla-Tru fiber-Clsersk and Smooth -Stan, Menthol 68iY39'8&quotampact&quot Opaque 121SY12021 Yes Yes Yes WA: CtMpposlre Etl9q Flbergiase$Ingle, Door ..:. .:. {Inswmglrlut5wing,X sdl6guranon} 2. bThenne-Tru FrbecGassroe�8maofh-.Star nal8 #..8& al at& u :Opaque iZr31. D21 Yes Yes Yes NJ.. $ 3gi be spa q Dwith A Ganposlta EAga Flberglass:$lXO, OX'oroor K 8ltletite(S}'onswm9J0ulswin4:x0 OX'or OXq cpdrinel0303 3: �c: Therms Tru Fiber-Classicand6maM-Sfax Mari na168#39'8 &goof impact&goof Opaque 1.2Y11i2021 Yea Yes Y. NJR Composite EtlgaFiberg a68 Double Qpc win or a+ithoul Srdelka tins,sv'nglDut ing, XX ar OXXO aanrgural -i 4 d-Therma-7tV F1per-Cla 1 and Smooth -Star Ncrrtinal 8b#890 &gad.lmpact&goof Opaque t2/5112021 Yes Y. Yea NlA Campddo.hW 91bXd 19`1rngiaDow t nAltnglOul5Y+m9,x carrlsurahon7 ) 5 e;: Therms-Tru Eiffel Classic and' Smooth -Star Naltinal 0#360&gaol1mpsd&wct,,4peque 1237/2021 -Yes Yes :Yes NIA Cwhposlte EQ Q. Flhorglass-si gre Door with &n guidg Insxt ng/0utswing: XD OX or o%O crnflgural star 6. GTherma-Tru'Fioer-Clasen, and.Smodti-Star Nominal9&#39'0&quo[Mtpact&gUcC Opaque 1WIR021 Yes 'Yes Yes WA C«�p�rteEdgeFlber sDoubleCow-withor watoodsidArkas tri-Inglotdaing XXor OXXO comfigurationsil 7. g.; TNerrtla-Tru.FWpr.Glasslc and 'Smooih 3tar Nanfnal68#36.&bqurn impaUBquotGlazeq 1213112031 Yes Yap Yes Nis ... (Inawlinglouts•Corintoosto 9rig;X donligratiooal tB&0 •8S u o ed . 8 h- ha Tm SbblCt-1 and. - r Nei -.... b ctass; &Not Grazed i213120T1 -Yes Yes Yes Nli0. T mia- I. SmaoHm Sla a Edge Cm7pos0eEdgeFihardassSingleDOorrilth Sr{elNa(a) {Inswir4gff0ufaviing; X4 DX vrOXD gonflgur'..a R 'L Thanrss-Tru Fiber-GIae5IG3nd€month-Star Nomind 8$#398$quot,impagl&4Vvt Glazed t2+31/2021. Yes Yes 'Yes .NIA - Conedcate EdgeFharglass,: Doupra Q.-Ith Or . es gns.mng![w s rng, XXa OXxO catfiguratlais configurations, 10. {,:Thehi.4'. FreerOlasalcand Smoou star Namina(8&#3s;08quot knpaG&qupt Glued 17J31)2021 Yea Yes Yes WA Cbnmoalt rMe giXo riguroi n) or (klsMit1Q70ut$klfg Xcenggpratrrmj _. 11 IrTherea-Tro Fiber-CGossm and Smooth -Star Ne"Dal 84399&qud;Mtpeot&q.0t Glazed 121312021 Yes Yes Yes Ntq Aampoute Edge Fibaroes Single Doorskh. - - `Siidalpa(s7 lm wIng10utzwmg;XO, OX., OXO 12 I; Thearri Fiber-Clsssicand Smooth -.Star NgminBl B&#58,0 &quoi;hppactbquot: Glazed 17131R021 Yes Yes Yes NIA CwhoeslteEdge Fiberglass Doubts Dow with or "ehout gidetitas SlnswtngJOutswing XX brOXXO ccnfigtiral.r.) '13' nit: Thcmma-Tru Fiber-Dlassic and Smooth ter Normal 683k39.8&quot1mpecM&quot Opaque 'IMI2021 Yes Yes Yes NIA Canposlte Edge Rual0e"o single Oavrwllh &Wsingto-lmp�sWOOxorox (Inssvn9lOutswirg, Xb, DX a CXb cm5gurariorls) 14. a.'rherma-Tru Fiber-Cloavc.nde-th-$ter Norther lsl s;8&quPt,IrnPadIquot Opaque. 1273112021 Yes YAs ,Yes NIA. CnmlaoslteEdgeFiberglass .Double Dow with OXXOmbnlatopl &gouts(delicestineetnglouts;:in�; OXXO tpnfl ira[ron] 15 'd:: Thamra-Tru Fihur-Classio and:3mogm-Stet Natfina88#39,0 &Wiat:knpagt&fluot Opaque 12Ys1R021 Yes Yes Y. WA.. $rqud:NdgEpget8'quOla4aslte(s) sRh &goof Mari ot% d 61tl.,lee(aJ raps qu (InewingR7ufsajng, XO, OX "or GXb'crnSgurauons)' 16. -p, Therms-Tru Fe-Clossic add5mooth-$tar Nordic., 6&#39,0&eiaot lmpect&gvd Opaque r12/3tt2021 Yes Yes Vas NiA Gontpnsta Edge Fiberglass Double Doan with &quot Non.-lotpact&quot Sldelites (Ina•nglOutscing; OXX4 configuration) .. 17' q;:Therms-T[u Fib-Clesa10 a he:Smaath-Star Nominal 44#398&Wuot idpRlmpactkW0l;: op. qbe: 12131f2021 Yes ':Yes No NIA. CunpaziteEdge Fibsrgle.sugaDoor (UraO'inglCXlEswln9 XCa149arratloij) 18 ?:Therm&Tru FH.,CiasslcandSmmth.-Star. h rd.168#398dttuotNan-impact&r{ucF, Opaque IM112021 Yes Yes No WA C-Poste Enga P'bergiao. S1.0a noon with ..: Sldalite(s) (InswingJDdsw4t1g;XO. OX ONG _.. _ corrflgurst do -I .. ;.:., _...... j5 s.iTherryre-TruFrfiari}lessivend: &rnwttr-Slat plllnal.6$#34r8:8 o4,No17-f dIX&uU..O u@: 12/317202i Yes Yes No Wft. .... Adnposlt¢Edga F'l�giess ble Door a:ithRaq... vi U lass. tnsul gOu. 9. XX or XXO ._. configurational U � ca W '0 V ". O 2 L� O _0 Co O }F �� ♦/1 Tt E O 2 °-+ �•"A � /1♦ O Cn V I ca O ICU _ � V 'a t�/r S � d keieo Manufacturer r di#tweal rit' n Product Approval Number(s) Test Pressures Exp. Date #� fir, t:. EXTERIOR DOORS Nr' A. SWINGING ThermaTru • • Fiber -Classic and Sm i th Star 1 I Ili PAC FL20191.1 � 7x 0i 7.0 � t 12/31/2021Own �{�,E3 Fq�1 N A IIIGr111 TrL1 L�'+►,�y �I �'+ 1�Y�Smooth-Star FIFRGr IGi '4 111L: (IMPACT) F 1. / T #'� s • a' T .ir,�j' j„ir,Y M'v. t': �'/ �{ "� (�j I I rJ 21 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80•:0 p 12/31/2021 mi B. SLIDING °. brit Windows and Doors • Series 420 FL15332.1 - FL15332.5 +40a0P-40.0 psf 12/31/2024 P T Series 570 FL251. �4/ 14/20 '1 _ C. SECTIONAL Wayne Dalton Series 8000/81 i O/8200 110 € X7) FL82a4 „ + 1.0/4545 0 1 3'1/2023 W e-D o Y Y an1�r-'3�aItV:.n • Imo. 80 (`�(�..}' �Y 0 +16s ri�+3 ii,rra.A Ll hPf �1 �f 4'� � 1 1 R✓�' 8 ,�i 0 F�5i:'. � !AI 30 0 -3 � t,��.F7. 4jf �.,Jm 1 ,�t /'�.+''j ) J �i1,�g , METAL L4LIVEI3EC �I�S Carnes �IIASi�n �t'AAL�Cr Inc .. - - - i�07tl70�,727�74�,pand 84�' Single Fairs +� Doors FL11�37.1 . } s71 �r,� ,(� (see I`+1JA +lee inst ht *� r� : � 4r :SJ Ii1 2. ' I �Il i'N�'V S - A. SINGLE HUNG M1 Windows and Doors Series 185 FL17'499.2 +60.0/'-60,0 st �. 10l8J2023 PCT g �+ �•y Series 5 0 'j" '�I FL239.2 �y,� N �y p� ' ! ` I T /2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL1 351.1 + 5.0/-55�0 psi 2/18t2024 C. FIXED MI Windows and Doors Series 185 FL1W49.1 f 0.0/-60.0 psi 413/2023 P' T rj y Series 520 +y FL24 . a jja�,yy ! !m11/ {^ p j 4d30 02 *'�, C. MULLION pp� �,{� y i l Windows and 1.+°�t�+iors s�`..eries 764 Series �9 FL1 .2 y, / I'i�l + ary �'y 12/31/2024 I�CT Series 5500 FL281.1 N/A 5/2 /2026 - Code intr r We Date Pendtna Jet lea Version Manufacturer Contact Endluaar&IJcdnse Validated fw Valldated' submited FEC Apprp'val Apprbwn status: Affimfation 2070 Smart Vent Produots.Inc, . Michael Graham Hum" F.NcraroRE, LedouBowdon P:E 12116r2020 121ISM20 127W02o Apprrwed Category: Structural components (877441-8388 PE-737?8 (334) =-180P - Subcategory. Protlucts Introduced ass Resuk:of into�smmtvant,COm New iechnalogY Compliance Method: Evaluation Report from a Isfered Archaect ra Liensed Flory Floridaa e o c da g Rores'd-I Engineer .:,. , . ,;:, ,:._ ..,,, .<. , , :.. '. . _;- .. ._.• :. -., ; ,. .. .,_ .., ...-.,. _ , . ,:. .. ,., ., ...: .F-LDS, &2ksi2&,•Fraduats _. ,, „ , .., .. ,,., ,.._-. , ..: ,,, ..:: ........::... .. ,::. ,, .; ,,, „,.�„; �,r,,.. ... �.y � F..�r OTHER � . I. a. rE ! \ a PANEL 1 L S.1C�1NC SIDING _.. _,.._.___.._.___.._ ___..._.n-,_.. �.._, ..._.._. _.._.,_.,_...... ................._ .,._. __._... ,,. • e{ p{�p �,y �t ir.•1r+°�i $ ,r��y, / � �y 9a�n0y: ipy[��r1 Lr�1{rtC'i..i i IGilr�sirr 4.d 5.�I i'dit1 P rae"Ms .,, .-,,_ ., .., _.,:,�__.......-.. __-... ,..__. .,._.,.. .,-___,... ,..._.__»..,..:._ .,.... _.-..,.,_ _,.._ .,,...... __. _.-_.._.-. ... .._........._.,... .. • . • • .. , { '�{ �--q` 'ry! 6gy�* i� a'� ��ay,, 1�nll Lap i�in �n4A ®.Iardii�r8 1Gfnk LYi! Vidin p ,.,__. _.., ........___ .. ,.__ _,. ,....._..._......___-,...,_,.. +n+{�, �n/y. F 9q 1 1 win ,� FL11F1 9L 1 de'• � � 1 �yip��� 1 it E, SOFFITS . Alside . Solid and ;1%Er°nted Sit FL15272.1 FL�12�"2.2 '�.. -i�75,0i �i'5.ti pat 1213112021 QVWftV ASSUTAce Approved for Use ADproVedfor Use' Impart costur Soak produ0t trbdel. Number Dr: Nand Pr tl ct0-fistimt Contra ctExb talon Darn in NVN2 outside Hyte eR slstant Pf§yljg 1 SmartVarrt Motlel iEt54a510 Duel Function Flood and Ventilation Vent 12J312020 Yes Yes NA 1100ti100 2 SmartVeM Made l#1640.511 Dual Function Flood and Ventilation Vent 121112121 1Yes Yes NIA +1006100 3 SmattVeMMotlal#1540.520 InwlandFbotl Vent 12/312020 Yes Yes MIA +100Aldo 4' Sri rtVent Mddal#1540-521-1.1lad Flood 12131RD20 Yes Yes MIA t7007.10D S SmartVent Model #1540-524 16&quct;Gampe Doa:Flood Vent 171312020 Yas Y. MA NIA 6 S. AVent Medal#1540570 Wood Well Insulated Flood Vent 12/312020 Yas Yes NA +1001.100 SmanVent Model #1540'-574 14:58qut, Garage Done Flood Vent 12J312020 Yes Yes NA NIA Flo ride Dope rtmeit of Business & Professional Regulation Page toft Bt111dingCodes and Standards Ir46zr Product Approval Application Detail 24 :1.Tnerme•Tru Fiber-Ctassfc and 6tn000m,stgr Nurdnel 8&#360&quM.Na1•IrrgeYB:WIX;Opaque a2Sh/2021 Y. •Yes No NIA Canpostta Edg Fbergress Single Door (Ins+inglouty rg,X ecniigarahonl 21 u-7henna-Tru Fiber-Ciassie and:9mooth-Star Nomtnal8fl#39;gR u91:Nrn-1 aGtk d;Q a lie iml,2021 Yes -Yes No. NIA. q - mP qu P 9 'Ccrdpos) (In wi Fpers i5.4ngl, Door s3Uh SIdeIHaJ5l firiswl gK]utsvridg; XO OX or D3SD donfigufatlplj9) 22 V;-TherMa-Tru Fiber=Classic and$month-Star Hallruo B&#3J;0"UmNCn-ImpeCC&qud:iJpa4u2: 191iQ07'I 'Yt5 Yes No WA. CenlpOena Edge Fiberglass Double Doorwlth or setroutsidMites (Inbatlngf4ulW. rig, XXarOX%O ceneguraldral " 23 wThazma Tau Fihe-classirand Smmfh Star Ncrnnd8&#39,8 harg;Na lope, &qub; Glued 73 20?1 Vas Kos No NIA Canppa to Edge Fiberglass Single Door JLnswingt`nds.•aing ;( ❑al5gmatI.m 24 :%.Therma-Tru Flbor Cionlic and'.rimoothSt�r Nwrtet 5B#5a88quoYNon-Impact&qua; Glazed. 12B11=1 Yes Yes No WA CtYmposlfe E(�e Fibd"glass Snot.0.'.Hh Si! Aa(a>rlrriwrrrg7Dutsaing: XO OXdr OXO Nommt66#13) 26 Y. 7herma-Tru Fiber-Classicantl$rrroggl�ah Na1191ai 66#38 d&9Mo1 NSfi-ttllpacc&qua; Glared 12j3Vi2G2.1 Y. Yes No N/A - - C-Poufe Edge Filoorge's Dool Doer with Or conigaboraeailnorngfasang,xxonXxo el 28' ,z..Thafma?N Kbef-Classic andSmaoth-$tar Plmxha) 88#39,0 &puo(.NGn-ImDac[&quct; Glazed 12+31f2Q27 Yes Yes No FUA: CGmppaite edge F berg(aas9nga DaGr tlanuelJt'wts'K:O Acu, enAguttMon3 27 za; Themta TrU Fiber-Classkaand:Smo�h-Star NcmInN B&#5308quot.Nail-frtwact&qua; Glazed IM1/2021 Yes Yes No WA Composite Edga Fiberglass Single Door with ad-11-0l. 0I ilingJ aulz.rel: XO, OXO, OXO crnfgumlions) 26 zb, Themia7ru Flbar Classtcand Smooth -Star. Nominal q�quot NPh-Irrtpe9[&,quIX:GYazad 1ZG1f29Z1 Yes Yea No N7A `C�paSddolksj %wmW511 Irgl XOrOhar w knout 81de1$as (fnsxing7CDtdsA rig' XX brCJX%O vPnfigurafionb). 'r.� �a. 8.'y r p,..py ryia. r 9 1A..,r 1 C. OTHER ,, M .,;..,y,�. ,�,;, - m, ,n, ,.,, ,a•„ ,r, „ ,•,a-,,,,,,,,m",, ,,a .,. ,-v_ ®. .may ,yr�y.s ,dry PRODUCTS . r, aa'6 ,�F ��' ii �i' r { ��. C T ROOFING i +errFDUC S A. ASPHALT SHINGLES GAF 3 Tao Dimensional s FL10124.1 t err ,rq,�,L N/A aisr ,r7 tiw�, ec�rrr, 12/16/2022 B. UNDE.R ,ar4.1k.�"(tlt Etsi,.t�iS t "tj i�lrly i i'ttr t' ITS t :�( �'^ yy IYI T?Cd.:�yeyfsxr„t 1■r_'� aij .47t'GI 111 Tr 1 1b Felt erie_,,,tr {at+ytsnt iy't FL12328 I•e� NIA r`�0/18i�l021 J�r41 fL�yjf. �y. � �(, � p ROOFING FASTENERS C, ROOFING FASTENERS �-y i.rr NOTUSES Lax ROOF VEN11LATORS Thom on Arch Metal CCm 1_- Off Rid a Vents FL18918.1 - FL19918.4 N/A 919/202 i aft Eettitvar Da� 0*0 Dace pending. }fig. 'NI_ erslorF. Manufacturer Contact Eudhaeer&Loan. Valydetad BV. %alydated submitted FRC Approval ApprbvoC Status Revision SlOW Drexel Metals,: lrro; Jason Shumate Zachary R. P isat Lodke Boxclon P-E:. 48(1012020 OWSJ2020 08f202020:. 101110220 -d Category Rooting" (50213031,1111 PE-14021 ,f334 300-1809 "Category:' Metal Roving IshumzteCd1mmetewn C-=1n.1s1erMethottdAnhittoctOroLle dfroima Floc tla RAglslArad ArcfiitAcl Ora LlOen sad FloHga Prof ssionel Engineer isr Florida Metal Products, Inc y, 'Vent RV10 FL21980.3 N/A 12/31/2024 L om c Inc,.i�� 3�'V /I n4 T 1 Riin j� a}•. x +rt� ®�•is L i"'L a.. di �I li+ls3t Vent FL1 :=.1 .. 9r &- 9 7 � ,: rJ :i.H l ., ii t �A,�aA, ��y®, pi-4.,�A;4n;q, eF.�� 1#.. 1 YFi frV2i4O /'''1 /'� �k,�1�'� E., ROOFING TILES Eoral Tile Villa 900 FLU' 49..-27 ® F-L7849a28 N/A 12/31/202 Frail Tile Saxony 900 FL7849.1+8 _ FL7849.20 hlfA 1231202 CuaNnittaruranoe ADllroeedtdrUse Apouoyed for Use tolp&et i]eelflh ss_# Pre McAN Number or Name Product Description CCMraat EXI)IMIOU Date In- Outside HVHL g PMssure [�,�I �'°616 .die d �j �6 D1ryjIC 10ONS, sL+N111 C 15OS `S3.%' s DMC 1 5S, DM 1 17rexei Metal Roo11nB systems DMC 10ONS DMC 15066, DMC 175S DMC 200S, 92J31.2025 Yes No .NIA c01-lao DMc5 F. METAL ROOF Drexel metals, Inc. 200 , C C 5V FL17979.1 +0/-180 12/3112025 5. H�+�J�T�iy�E RS Florida Department of Business& Professional Regulation page 1of3 Building Codes and Standards VW021 Product Approval Application Detail FiorldaDepartment ofBusiness &Professional Regulation :Pasaifz Building Codes and Standards 1r5r2NI Product Approval AppiicaifonDetall p�'c A. STORM PANELS � Global Protection Products /* �e Galvanized Steel Storm Panels ��y �n +� FL15078.1 - FL15079.2. p NIA +� r� +�t+� 12/31/L'021 ,Py, i�1 �y } y All American Shutters cat Class 4 �ry Galvanized Steel storm Panels 1 y� + FL1 fli69.1 fit, g / N 12/31/2021 CQdg EEr th or a Qng Date Pendlno Date �- Toe Version Manufacturer caNact Endnesr8 License Validated ev Validated ubmitted FBC Aporm� Abdul"d Status Revision 2020 Therms-Tru Corporation Steve Jespersol Lyndon F. Schmidt, P.E. Ryon J, King, P.E. 07n312020 07/12/2020 072912020 10/13/2020 Approved Caragory Exmrlor Doors (800j 843-7628 PE-43409 (813) 767-0555 SubCategary•%Arutng Extend Don Assemblies 6jasperson�lhermatru.c0 Cord liana Ma[Hoa•Evaivanon Report m P Po Floreo Registered Architect ova Licensed Florins Prord.Re i Engineer � EMrty or Data ,D�te_ Data PmtdinnData ya Manp1 starer ¢ ainaera lid. +Vie Version a Contact n zui Validated an Validated submitted FBC AP-4 Motored Status. Re,-brott 2020 Thanne-Tru C orporstion :S16.Jasp-ort Lyndon F. Sdfimidt, P-F. Ryan J. King, RE. 1W13f202t1 07/12020 D7730Y2020 10113f2020' Appr"d - Cadegory Edendr Drors (800) 843-7628:-PE-434D9 (813) 767.6555- - subGategory:fiwmgtng E;xtadaa•.Don Assemblies s)asDerson�lthermairU.eq: coerpitanO. Methods 9'aluafi. RAport ton,. m Florida Reentered ArsmkN ors, : Licensed Fronde 6. STRUCTURAL !�' i""i �'j 'hY 11w,_f E fk.,T "'i COMPONENTS T� N e� i1�j66iJr 9y,�i�1 �i {,,,j A. WOOD j'O 9lNECT{'�11�Crif �k+,pYi„>9 I ! US Structural f'r Conn. •-r�.r 7s see chart ,:.,1:#ZUe66-N4.Rorarete" Duasty Assurance Abprared for Use Approved for Use Impact gsa Igrt Sam it Roduct ilgdel Ntanberor Name Product DaecrlWlon CorMract EXplraClon Date hr HYH Outside NVNL Resistaitt pressure 1 a. Thelma-Tru Fiber -Classic and Smooth -Star Nc inal GU39:8 & ud;lm act& ud:Opaque q p 112812621 No Ves Yes NJA inswinComposite Edge Fiberglass Single Door ilnswingMoiJOutswing:Xconfigurdtlon7 Z d. Thanne-Tru Fiber-Giessicentl smaom-Ster Compvsitse EdgeBFb 0 Engle Dow .DR.11ha 12212021 No Yes Yes fJlA SidalWS)(Inewingfoutswing: XO. OX or OXO nonnh.16cns) 3 eTherme-Tru Fiber -Classic and Smoo[trsler Compostte Edg0 Fiberglass Doubt. Opaque 121312021 No Yes Yes WA GardpOsite Edge Fberglas5 Double Door with or "ithout Inawing4g1ar4ngXXorOXX° canfguraHms) 4 d. Thene-Tru Fiber -Classic and Smooth -Star fNanlnat 8&1390&quoLImpac1&4uol Opaque 12/31/2021 No Yes Yes NIA Gosedin taEdgeFlX-fill$micaDaor flnswinglOVts.dng Xcanfguralbnl 5 e. Th. -Tru Fiber -Classic and Smooth -Ste, Nominal8&#39,O &qutImp.dr&q..i Opaque 12131/2021 No Yes Yes MIA Composite Edge Fiberglass Single Door with SMelite(s] (InswingfOutswing: X0. OX 0r OXO conng.18&. s) 6 fTh arms-Tru Fiber -Classic and Smooth -Star Naninal8&#35;0&Wcr;lmpad&goat; Opaque 121312021 No Ves Yes NIA Composite Edge Fiberglass Double Door with or without Sideatlon, s lMswingl0utswing )CC or OXXO hguratlms) 7 .Thenna-Tru Fiber -Classic end Smooth Sfer Nan nal68#39'88 act lm ad& not Glazed 12/312021 No Yea Yes NfA g Canposate Edge Fiberglass Single Dow InsnAngrOuts.nng' %confguretlon 8 h. Therime-Tru Flher•Classic and Smooth Ear Naminal6&#398 &qucr mlP.zt&q..t; Glazed 121312021 No Yes Yes NIA Gnnppaita Edge Fibal'gleaa6ingle Dom with Std.n e(s) (Insu. glD t wing: XO. OX or 0XO cenfns) Glaze dal 6&6&#35:ft &qud,impaclsgirot; tl 12(11R02f NO Yes Yes NIP, g i. Theme-Tru Fiber -Classic and Smaalh-Star Nominal Edge FiberglassDWble Door with Or WORIes fin-1 iglOutswerg XX or OXXO conflguratlpns} OuaBty Assurance lmDraredfor Use Approved for Use Impact Deslan. s # Pmdact.Mode: Nrmberpr Name Roduef Descrrotron ` controd Dot• 'n HVH Outside HVHL • i La tra t Ex Data L i111�. SSF15S616 2 I T e a ru Fber Classic rid Smooth a Nan dal ,#36 dim a oat Glazed h rm T e St r . G 1 No Yes Yes W ! W_., P q 12B I2021 A Cam ante`€A eFlher las; ooubla Doors?lth'Or P 9 ,.g. °nth Wt SidelltesilnsrringrOutsvang, XXIXOXXO soulg uraffionsl 4ua11ty Assn anee Aborovad fnr Usp Approval far Usa Im^et g¢g� a-* :R Witaadn/.: Nalift rNama' Product D-lefroia Contract ExpnWon, Date- in MyhN. Outride HVHY Fe Wstant. ,Qjg..f iri g "CD f a:'Tirrlrna-Tru FihsrGlasstoand:'SmObth-Stet NoIriI0 68#38:8 'tY.N(i1-1 at!& G:O e 12+3f12021 Flq Yes No. CU. �� - - A _ Composite Edge Fiberglass Engle Dow QmSYmglCuurwJ g Xconflguralloon � A' W CIO `` / O CL Lj O t i r m ANCHORS Simpson Strong -Tie p see chart S. TI�,IJss DILATES .-.. . IT1a"� �lisldirtg Components . : Alpine Truss Plates of FL199g:1 FL1999.4 NIA 12� 31 '20 y y� �_E_-�, �'s� !M'I i.13.i9"7 MiTek Indus`tnesp Inc. pp..yy r GI �i•.i Truss Plates g 2 'A9 }.}a 9 Lim V F9 •tE1a.A ".a1 r FLi.14y ., 17f jy NIA P1 yA�r, gy3.q�0 y'��0piny Vd iJV' �rM J1 d ff i C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLf PSL, LSL FL9527x1 '- FL6527.- ' N/A 3I31/2021 D. MATERIAL Cast -Crete Corp. High Strength (Concrete Lintels FL158..1 NIA /211 022 Commercial !Concrete Products, inc. High Strength Concrete Lintels, Lintels FL1774- N/A 5/2-5/2024 Florida Department of Business & Professional Regulation 1 Of pa Page BuildingCodesand Standards ifiRf27 Product Appraval.Appllcailon Detail y ° �}i Q,7E yi`'{i'klj j • try �+ p'� F�'U,1� +'j y� j • • • • • •:. , ! , The products listed bel�1Y�' did not demonstrate product approval at plan review. 1 understand that at the time of inspection of these products, the following information must be ; available to the inspector on the jobsite 1 copy the product approval, i ]r '. ; j A z WLt ,, ,...-.v ,:.,... ....,<�, -e _�..:...„_ ,. .,.,,.._:...,. .......... .. .„._.,<«.:,,..-,....,....,:..�:,, .�...,.:.w,,,, ,,..x.�....�,,,.,m... .. .....-,,, .,,-. �.,..�,-- ,. -,_x ,..,,Yw. ,., ,_._._ .._e ...�,� .,..�,n.,.u. •. �. .,._.y>..,�_,... .,,,_,..._,.., ..,,,,._,..., ...>. ...R.,.n -..w. _ .� k .._.,, .-x ., � �;; .�w. � t � ` ; 7 -,....,> ...�,..: _....., ,,.,.,,:,..„�. �.-... -. _,.,...;,...., w.,,, ,.,.. a nR, .-..._... .,-<....•....,w,.. a,......,.,�:4 „�: ,,. .:..,�s,:.;...�.-,.,: ;....�.�,.,, .� „-......,....,. „ ,...._,.,•»._:.,..,,-,.,.. ,....w..,....w.,,...,,.�.,,.-n.,-...�,-,M•�.,., �..........,,.,.,.--..,. ............ham, -_ .�.. ,.4.... n> x<. ..�.=tt� �.n,,,w .�,.-.>, ,.,...-s�._.:n�.-,u,.,,,.....,,..,... ....,,ys.,,.,.,.. .,, »,a.,..�s..,,�-.. �,. .�.,:.... �. ., __.,,... r, £ g .i •,.' ) F t ...,.,�,_. _ .<,.. ,... _,,._N -,., r , «�,w,,-�.r •�.� .��, s �� .,a., .,,�, �m-w ., a,�-.M.,- .a.,.,.,,, f,..�.u�„r, .�_-.�,Usn; � .�,m-�__ � T�.,�,,_�,�f �,....� m,�w�<.�. , , _.:.,_,,�_.� ��,..,� .�x, ,,r�>_, .y .-.»s. 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P 19J0612028 10f06J2020 i0t1912020 12/52020 APPfd`i<sd C a .Exterior Doors f17) 385-3-PE-62514 71 r 3/7.8454 SLdrCatagory:: �Iding ExtulOr:I7on Assambaes BslNingerCm(+ild;oom compliance Italia EvaNaton Report drl konra Florida Re9sar d Archieor a Licensed Florida . Pmtessignal Engineer ., ., .. .•.. ,• , . • .• .• Ouatlty Assurance Arwrovedf rUsa Annfayad far Use •t oae, .,, Dr�ti „ $auk product Mori Number 0, Name- product Wssrrmran Contract Ezd#01mn Data :in VHZ LWtside HVlt2 Resistmat: Pressr rq 1' SERIES d20ALUMINUM SGD SERIES 929 FsLl1MINUM5G0 f))XO 9231R024 No Yes No: NIA 1493/48gedtX80&quol'NQNFREINFORCEQ 2 SERIES 420ALUMINUM SGD SERIES 42C ALUMINUM 800 OX, XO:XX 12131=24- No Yes No r•YA u 0 NO -. ENFORCED 3 SERIES {20ALUM!.,UM SGDRE1NFORC D SERIES42 ALUMINUM 5G❑ REINFORCeD OX4 121512024 NO Yes No NIA t433J4& uof Oak q xF:6&q RIES U UM.SG EiN O D::. & 1 4Z0 IJM f•UM Sb6R R :D X 2fSf,.:r] 4 -1a Yes Na 8 P1, M1... DR F..RCE ER ES. .AL Il EINF4.CE 1 22 r N1 N XO ;£Ys6&9 ALUMINUM 5, '.5ERIE5420 ALUMINUM SGD REINFORCE❑ $ER1ESi20 ALUMUJUM 9GD REINFORCED XXX 12J3112g24 N. Yes No NA 143aquol:%S)6&qunt; a 9 t I! _ - _ 3 .... - _ .._ .. .. _... - . . , _ .�..,. _....,.-. •:.. :... ..,,,. r_ ...-,.-..-..,,. ,, .. ,��, „ . .. ...,..,,. .se... =,.,.>..o»a .:,�....-.. ,�, ... _. �.,u... au,�„ �.,,.,,..,,�<>,W.,..�.,,,,...,,,k.. u .. ,... .. .,.. _. ...�, ,.�,•,...N..,....� .,,.....,,..,,.,.,.-. .. ,.: >�..:.... .............".� �.,,�.,..-:.,,,,,...� ..._.:...,-.._.. �.,,_..,.�-,. r_.w., .,,,». ,. ..» _,...,,,,....... ... -.,. .Nov.. .. .;.-.._.. _.,_ �.__. ,. ,.w,., J - - a i ( ' .., ...._..___...- ,_,._... ., _ . -._.,. __ ....,.-__ _ .. _.. ..... .. ... .... .. ._ _.._._. ......_ ........-...._ ( �._-__,.,__......,.... -- _,_._....... , ,. ,.. ___,_._ ,._.-�._ _. .___ _ _-.__.., .._. ._. ` v . APPLICANT SIGNATURE � DATE f ;i a O1Florida Department of Business &ProfssaProfessional Re tJatan pa ,Standard r@2021 Fonda DePaitmerof Business &Professional Rogu anon ns e _1 _Or 2 Building Codes and Standards t92oZ13ulldmgCxdQsand Product Approval Application NDetall a i ! . Product tApproval boat Application oDetail O t.t..t C C Q J ^ ti couft EMiH or .I, g �j¢ Data Fandinp red. I Verso Manufaclurae C c Eimblear x License validated air. validates gilhail� tiro Aonroval Rpprbved Status: Romstoh 2020 PGTlnduslrise Jan. Roaowski Miemi-Dade aCCO-CER MWNm Dade@CGO-VAL 11iI91Z020 IQW2020 lln412020 Approved Cat gory: Exterior Doors 1941) 486-0400 (786) 315.2590 Subcategory, siding Exteda Ooar Assemblies )rrD-kl@pgdnduslnee. Complain. Method; 0,nHoetlon Marty or Listing we CtialRance V AssurApproredFdr Use Approved for Use Impart. beaten Se A Product Modal. Numher.m:,Naare PlutlueLtleacrfotion: CpmracrExplratlon Deis. �_ sh HVHZ Outside HVHZ R rater li P[assurg, .SGD-5570 iLetge.'Nvss=le Impact) Vinyl VidegiGlass. Door 04M4 0711 Yes. Yes Yes N7a1 - - - - ykiy nn pY ortE gig.. Data dmeyo uaya Yeislan 7tlanufa0turer Contact E@agbleerB License -. Validated By V i e n tt�+l F@C Aobrovai Abpteved at R4Nsion. 2029 Wayn aDallon a dvt*m of Overhead Door py+ayna Kwolsh: John E, scales :Janrar R.Arnesop P,E, 1D/122020 `D9292020 1023f2020 1?f1.5J2020 Approved Con mtlgri 33Emisho 121 PE-51737 - - Po ( (904} 821-5200 h�wayn� SubCont gary!Se tons r tarldt Dopy Assemblies' gmOmis daltcn c compell a 9e thud! EveIl' ea11 ti- L9 from r Flgede professional Engineerz .r.N -PtaiB'24$4t?g P?bd(C(C[a QUM Aasurasaea A,, ... Or for Us Avor000dhrusa. Mid gins... 30,014 PrAJ{iJc} Modal Nriln'ber pr Namftodggt DeaeYlDUon-Coraract ExNration Dais. In VHL 'tkitsltle HVHL: Resistant Pressure 3 80Mf81 DIM"Z60#1105 9&#39'Maxwrdih 14#39,-Max height Glezing 12F312021 No Yes Yes 431601-15,00 avaliablem top of uriammedl4t, 9sch6h 10 Boom 19"200#1123 f&411#39, Maxall 148#3$: Makhaighl, Gazing: 12l3fi2t)23. Nor Yo's Yes +30006$$,50 avallablem top or Intam"agiate section: - SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 i5T021 Cosle EnTIVV.Fkite ,fig Date Pending gEg mm Ventral Manu(aduror Content Erdiw &Llcalsa Validated By VMdatad Submitted FBC Ati,-[ Aoorovea Maw. Revision 2020 Comes Division of AADG. Inc. Tom Ridley ILL LLC Tr BishaD,P.E. 12/101202a 12/D12020 12211020 APPr Dowd category: EX[enIN Doors f6417 994-2813 (954) 547-0880 S.bCategory: Exteppr Door CcmDorrents tom.reltay assaehlcy.cp Compliance Method. Certification Made or Llsdng m -FL#'i1i07.R8 Products qualttv Assurance ApprovedforUse Approved for Use Innow Deslat Sap # Product Modal. Numb, p Name Protluet Daserip[ian Contract Expiration Date In HVHZ 0,10da HVHZ Resist P,,- 1 SOT, 70T, 727. 747 757, 777and 847 Single and Pat. of Flush, Glued. and Louvered single and pairs of 12/312025 Yes Yes Yes N/A Doors hallow metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applicatian Detail Pagel a f 612D21 Code Entityar PAk pate Date Pendlna Date TV- Varew Manufacturer Cnntart Enolnear& Licansoyocialea By Vafidffiad Submitted FBC Avomval BoomVOa Status Revision 202D MI Window and Doors Rrent Sitfirtger Annedcan k.hkeahinral Steven bL Unch. PE 11222020 11/222020 11282020 .Approved Category: Vqnda- 17171 361330C Manufacturer, Association (717)'317-8454 Subcategory: Fl..d bsltlinger�mMtl.com Comr,11-.Melba& Carhf ti- Made or Listing FL1Yi9349-Rd0-#koarwts Sent Product Model. Number or Name Q,Afty Assurance Product Oasdxlptbn antract �Xokanan Daze S ADgr bMUtir Uea' Anbr-ad for Use t Outside HVHL 11 HVHZ Rests a bli ft ?M.. laressu Pre ssura 1 is', pw 73172.lnsuleted. Glass. 0443/=3 No Y. No .00/-60. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page oft a 2oz1 gage, Entity o Data Data, oat. Pencil Date Tvoe V"cin Manufacturer Contact Euchtw&Lleansa Validatad Sv Valld,taa BuamlCed FSC Amroval Aia-d atatua ReNslan 2020 Mi Wlndoasand Doors Brent SIVInger American Architectural Steven M. Urtclt. PE 11/172D20 11 M712020 11r2 i/2020 Approved Category: yWndaws t71 T)WS-3WO Manufacturers Assacladon 1717)317-2454 "Calegary: Single Hung hsmffinWQrr9wo.Wm on.Vilance Method: Certification Mark or Listing Qta he Assurance Agora uld fa Use A-mved for Use know .lion lllulo Product Modet. Number or Name Product Description Coleared Ewratlon Date Uf Hvliz outside HVHi AeswearA Pressure 2 165 SH 52x72 Fin/Range Frame IG/SG Single Hung 10/0&2023 No Yes No +6w/OQ Lenmated. Glass Florida Department of Business & Professional Regulation Page i af1 Building Codes and Standards 1rn021 Product Approval Application Detail gg& EMM or a" 2" Data Paris- DAII Tvoe Psi Manufacturer Ca at Fmiine,& License Validated By Vakdafed Submitted FBC Approval AnDroved Status Aff inn etlon 2020 PGTindusdries Jens Rosowski 1A.had-Dade BCCD- CER- Nlian*Dadn 8CC0- VAL - 1 ID5 20 1 NS2D20 1 120 1i 12020 p p r d 1 1 APP aro. Category: ydndows 4941)486-0100 (786)315-25M SuhC.Ngary. Faced Irosaaakillitpglindustnss.c. Complian..N.thnd: Cerlacabon Mare or Listing onl ,.- 0-14, Aseuratea Ader-ed to, Us, ADnrovad for U,e 1� ! ct &9Sga aissk Product MD&I. Number. or. Name ProHuok IX-scriahm Coined E:piratlen.Date LailYtli Outside HVHZ Resistant 5 PW Large,-552Large,Misfile lrtipatt) Vinyl Fixed Windo�.4' 04/302025 es Y. NI YesA, Yes N/A Fonda Department of Business & Professional Regulation Building Codes and Standards Product. Approval Application Detail Pag0 oft 1e12021 &8tS Eniib or u� Data Data Perdido PA - TV rye Version allanufacuty contact Enwnea' a License Validated -ay Validated Submil g 000 Anhrwel Aoorovad Valus Affirmation 2020 PGTlndusMes Jans R-.cw W."l-Deoe RCCO-CER Mlemi-Dade BCCO-VAL 11I0512020 11/05/2020 1111if202o Approved Cateigay: WnW a (941)486-0109 (786)31$-2590. Subcategorysingle Hung jrostresid@ponduent-c Conplletoe Metlmd. Cergteadon Mark or Listing an .... _ Duallm hasrumtca A--,d far Um Approved for. Use frnmat person Sea Pr ldw Modal. Numb, or Name Product Deamodoo Conrad exalratlon Date In HVHZ Outside HVHZ esl ant Pressure 2 13145500 [L9rge, Matte Impact) 1,41yl Single Hung Wndoav OV302025 Yes Yes Yee NJA Florida Department of Business & Professional Regulation Pa9.1 d1 Building Codes and Standards t&2P41 Product Approval Application Detail EntHv ar )moo ,(�ja Oato P-dr. Date Ty Version Manufacturor cartz.11 Vaadated By vacated aubmiHed FBC Anal Avo orad Status. Revision 2D20 MI w fro-,. and Doors Sent stk'nger Luis R Lamas, PE Steven M. Urich, PE 10/0612020 10,00020 10119f2020 42/152020 Approved Cat gary! Wind-, (717) 365-3300 PE-62514 (717317-8454 SuuCatgpry MAWS baltlslgera niwd,00m Corpilan4ig Method: Evaluation Report from a istared Archlte o aLcens F ri Florida ct r Licensed toa d Flo Professional Engineer P al `Pr ' 6 fief _u511ty Assurance Ao,,,,dt Use Athos-aldfarU,e Ina-i Dasimi 1119A product [sodal. Numleror No,, Product Dese'rioiton Contact Exerraften Uata in HVHZ Duteldo HVHZ Reslstard P,,,re 2 5764 Vents.] Aluminum Nullicn IWIT024 No. Yes Yes N/A Florida Department of Business & Professional Regulation Page 1-of1 Building Codes and Standards t+s1201 ProductApprollal Application Detail code Bnlity a Date Data Date Pendlna Date aV minn Manufacture carded Ensti-r& Ucrosa yegrlalad By ywifted Submitted FBC Aomova Aonmvcd stet., Revision 2020 MI WIndav5 and Doora Brent8itinger American Arch keclumi Steven M Urion. PE lMrV2020 101062020 10119f2020 Appraed Category: Windows 1717) 365.330a Manufacturers A.coletlo. (717) 317.8454 Sub Category: Horizontal Cider b-Jtl ngar0_miwd.com Compliance Melhod: CanficBton Mad( m Llstlng FLCi5351.R8 Pro[}uMs Quality Assurance Approved for Use Approved for U. Impact Destax, ProduRt Al called, Numb. n, Nama Product Dasrsmtan contract E)hwa ion Date In HVHZ Dutekle HVRZ R.,Ntant Pressure i HS 188 Fin and flange Frame 73.e2 Irsulall dGh. s- 02J162024. No Yes No .5&-55 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 IM2021 gggB Frei L.g 2" 291 cat. Pums- 20 am ventj can Manufacturer Contact Enibi B License Vandalic IV Validated Submitted FBC Atch- Approved Status Affirmation 2020 PGTlndusrrles JenrRcs-510 Idami-Dade SCCD-CER Miarrd-Dade ECCO-VAL 11e05/2020 11 b52020 1111112020 Apon+ad Category Naridovis (941)4W-0100: (786) 315.2590 SubCatogary:' Muaiw% Ireso dopgtlndushiesc Cpmpl anpaMethbtl: Certification Mark or UOng om 14 Oua11W Assurance. Appra.vad for the A,,,vsd frn^se. Imoad cgnal- Sea i, Product Model. pumper or Name Product Description Carnal lbodradlon Date M HIMZ Outside HVHZ rt I t Pe"wrrg 1 MuricnslorAli Dories andwiindw/s: Aluminum Millions, 051262026. Yes Yas Yes NIA .Coda Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Q.A. Date ONO Pending tDate Page i art IS=21 C044 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail emity dr P& Fete Date Pending. Date Pool at 1mr021 ,fig Florida Deparlmeird of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or } XG wg Dare Pendlnta ost. Page of 2 lv2D21 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of Irrp21 code EmHY or Date pate DMe Pending RM TfPP Vrs-'on. 'Dufact.- �omact Enam,,&Halt Vahtlalaa.Ey Yrllggt@Isubmittetl FBC Aodroval. Aooravd Sfaus lygYSryIP1 M'an aztaro contact Enolneensa V- pdoleo ae ypiQ¢gi §lsaLritlgd FSCAoraval Aoora. 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Kneaavkn, PE 10R42020 09292020 101t o.R0 1211320 2) Appratl Category: Panel Wells 1509)59g-8359 P6BT662 j352)367.3526 Category: Panel Walls 13301-92-2389 PE-43409 i 813}767.8555 CMegory: Rootng t890)76&3411 P659166 (954)772-8224 .- Category: Roofing . 4417i 824-6644 PE59166 (954)7?2.6224 SubCatcgory: Siding Subcategory: Soffits.. nrh'.mps Q,.side:cdtt Subcategory: Asphall:Shingles SubCatojory: Undedaymenls kerd_eden�tendro:com Co nialanet Method: Evaluation Repast from a e.com Compliance. Method: Evaluation Report from a Compliance Noll Evuluatlon Report from. Carpimnce Method: Evaluation Report from a Florida Regi t.,ad Architect or Licensed Florida Florida Registered Amhlteictara Licensed Florida Florida ReglsteseclArchRect era Licensed Plodde Florida Registered Nchltector a Licensed Florida Professional Engineer Professional Engineer Professional Engineer Prdesslona Engineer �a - F Ltr1927gt41 Prndudst:= -I - '. F t:141 Rt3A-g$3 Rnduds- :; ' r ..: :.r. - f-482A•R9 P-mdlirls. 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Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Pagei VI I ofmi Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oT 1 1t6J2D21 code- .- Inill we P& Date Pending PA9 ge!!r. Entire ur J3q,g1 2" Date Pandrno 20 MME venla i Maratfacturer cprtect Enmrt A Llcense validated ev ynlidetad 43uararled FBC Apomval Approved Status 'N" venson Mumnarw Urer Lonlsct Engine. a License Validated By Validated Submitted PEC Aboroval Apvyd sstenuis Redaion 2020 L.V. Thompsm, Inc. We Thompson Architectural Tony Cnnstmen Zachary R. Priest Steven M Urtch, PE MM?202O Ob/162020 DD222620 121i5t2020. Approved Revision 2020 Fiord. Menial Products Inc. Clark Janes James L. Bucker, P.E.Q Steven M. Urnern-PE ON272020 OD25J2020 10/042020 1211612020 Approved Metals Cpinta..n.y (TAMCO) lS13) 248 3454 PE- 4021 (717) 31784,54 GateD,y, Rofing (804)783- 400 CBUCK Engineering (717) 317>4 Category: Pooling tony&ganetakofing:eam - SubCdolt mr' Racing Accessories that era an PE-31242 Subcategory) Roofing Acoosaorles that are an Imagre) Pan cilhaRoorng System Integral Pert pith. Rooting system Compliance Moulds: Evaluation Report from a Catichencs Method: Evaluation Ripon from a Ftadda Registered Architect or a Licensed Rolida Florida Registered Architect or 9 Llcensed Florida Professional Engineer Professional Engineer r F L4F3 Jr2 dtai Yc' :; _. 'CaraItV Assurance Approved for Use Apnrdved for Use Impact DBSIan Quickly Assurance Amrovedfor Use Approved for Use lapped Deslmt. Sao k. Product Modal. Number or Product Deseriadw Caht aot Emtiatwn Date to HVHZ Outsid, HVHZ ROPRIc t fir. a-- S Protlud Model. Number a' Name Product Des not c 1 an Carrliad E. iration'Bata In HVHZ outside, HyH2 - Resrstanl Pressure 3 3-PLAMCO&tro'RV 10 Ridge V n uot' q 1. R ga a 1&q Aluminum Ridge for dehod roots tatafluted rig p 12/31J202 4 No Y., Y No MIA 1 TAMCO Fiat Top 01GPodge Vent with same for Tile 26ga static roof-mlator nith baffle 0910B2026 Ye, Y. 14A NIA from 0.025'Aluminum 2 TAMCO Gooseneck Vent 26 ga 02'092026 No Yes NIA a0R52.5 3 TAMCO Qf Ridge Raof Vans with Slate 26 gx. statc roofvanlllator with Integrated baf8o 09M2026 Yes Yes NdA N/A 4 TAMCO Round Top OfFRldge Vent%Ylth Baffle for Tfle, 26 ga. static roofverigetor with bathe 0%vanG26 Yes Yes NIA WA Florida Department of Business & Professional Regulation page of Building Codes and Standards ir2mzl Product Approval Application Detail Code as FrNN Dj Da- lte Date PanrBna we rage. Versfan Marrufadurer corkaat' Endneer& License Validated By VaOdat,4 Bubmnlad FBC Aunmval AAdled-d. st Revision 2020 Lemans. aanco Kati. JolleyJames L. Buckner, P,E. . StevenM. Urieh PE 1 20 V232020 11 (1 1123I20 1 72&2. 20 di FSC B rig App C� n agoryc Rooting 501 983-6163 E-3 242 ( ) P 1 717 317-8454 ( ) SubCategory: Rooting ALosssaleithat era an kjetleytiomarico:crom Integral Partorthe Roofing System compiler. Method: E hilllellon Report : Noma Florida ReglstersdArchitedar a Licensed Florida Professional Engineer " PLdt7T1E2-tYg6eulNtals Duallty AseayatlCe Aniaoveddar Use Approved for Use , P- a # PrpdudModaLNumh, pr:Nama �!L Product a,aermtmn n vHL Cmltact Expiration Data f H Outside HVHZ Reactant P 1 Deck-Air"-DA-4 orTRI-Built Deck -Air DA-4 L-Pinfi.. Po .lone Pfi.ifc Pool Vent 1211012026 No Yes No-97.51-97.5 Attached Phfwoatl Dock: Florida Department of Business & Professional Regulation Pagei ara Building Codes and Standards 11712021 Product Approval Application Detail CRda Eniige oct gall JData Data. Pattlino per- mm Version Manufacturer Contact Ertahreera Llco o Validated validated submitted Fac Approval Approved 3latus Revjeldn 2020 Baron Roofing Andersen RoCin IAPMO.Unifonn Evaluation G W.walker P5) IVOM020 11N2r2ON 11ID512020 App -d Caton"! Roofing Services LLC. 205 85 -0160 Subc.tagoiy. Roofing Tiles RobtflAndersonQbmi w Cempllanoe Method' Everuattm Report froma m Product Eautuition Ent ty Quality Assurance Apnrovedfrlr Use proved for Use Impact P- asap Product Modal Numh, or:NamO 13 duet De,enotiah. contract ExedmHon Date. In HVHZ Outsitl, HVHZ Raastard Py}gpy;Lg 16 Sectary -Shake. slate Country Slate, Split Old English Fiat Pickle -Denver, GO 12/31202 No Yes NIA IVA Thatch &.am 'tin act P D 17 SXonY 600 Slate Shake &am ,`Split Shake Flat Pr wile -Stockton. CA 131 2020 PM Yes NIA NIA 18 Snarly NO Slate Shake&suct Split Shake Flat Profile -Rialto CA 12131,2020 No Yes NIA NIA 19 Say my 700-Shake State&amp: Split Shake Flat Profile -Stockton, CA 12/312020 No Yes NIA WA 20 Saxony 7O0-Shake, Sine&amp: Split Shake Flat Pr�le-Rmld CA 12t3i2020 No Yes NIA WA 27 Telas Espenal Be celma High Profile -Katy, YX 12f372020 No Yes NIA WA 29 Villa Low Profile - Katy. TX Imla02a Na Yes NIA MIA a--e N N Q) 2 +`a N Q O - C U }' to �I O 0 C O L Q C O 2 I O . N O ^0^` Co p .0 . - .,j ca. 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Aobratioo status g991 D-In Vaulan Marlufachurdr' &-r'11EY.BL SSS Contact. Bnulrlear & L trine VaNtlehd BV Valldai i7Pr@ Dab Pending IlUpmlired FBC Approval .4ffiS Aao14yg5[ =Status O Red,1. n -2020 MITak Inc, Erin Welder ICC Evalaatlon Service, IC ICC Evaluation Serulce 1010212D20 '09a02020 10/1i12020 APP r-d R, Sssn 2020 Weyerhaeuser i'8 R,.b Baldwin tCC EValoadDit SerNce. LLC Ian Lehrer, P.E. toff 32020 Applied[For Apt Revelort '2020 CAST-CRETE USA;. LLC Cmlg Pairino Mfaml-Dada BCCO-CER Alaed-Dade 6CCO-UAL 112OM201 1027/2020. 111272020. Approved PR L Category! Sinic ural Component, (952) 89& 8635 LLC. Category: Structural Camponanr$ (253)524.6476 l NO) 839•3268 Callagary, structural Components (8i3) 621-4641 (796) 315-2590 11,1,49.gery: Truss Plates Compliance Method: Evaluation Report from a emmldenemil.com (205)'5N-9800 SuhCatagory: Engineered Lumber Compliance Method: Evaluation Report from a Ruben eeldvin@,wayerhe easer.mm SubCatewry. Products Introduced as a.Reeuk of New Technology epamin.&-tcret.-tri Product Evaluation Entity Product Evawaitan Entlly Compllan"Arobod: Certification ktark or Using :.. F tRii 3i�7.Products. ..der . - :. Fa 7.-.R7 PrauG.-..,,.-. . .-- -.-:.-'.," ; . co Q Quality Assurance Approved for Use Approved fa Use !9)= Design Quality Assurance A,,,,,d for Use Approved fan Use Unnad Design mraaty Assurance Approved ter Use Aeorovad for Lisa Impact LWsimt Sw M 1 Product Model. Number or Name M108HS Product Deacridtion C,,tl gt Exoiratirtn We 18 0, super high strength truss corrector plate 06mr!021 M MVNZ Yes Duhads HVHZ Yes Resislam NA Pressure NIA $RN.R 1 Prodw Nodal. Number gr Name Micnodam LVL Product CascrlOLon Contract Expiration Date Laminated Veneer Lumber 03/ Ir=i In HYNZ No Outside HYHL Yes Itersistant N/A Pressure WA 6-00 1 Produnnt Model. Number or Name High Strength Concrete Lpltels Product N... long Cgshad expration Dale 1.1 4, S. S. and 12Inch Md. Imers 05f11n&22 HVNZ Yes outside HVHZ Yes Resistant NIA Pressure NIA � / U 2 3 4 5 W116 MT18H6 MT20 MT20H5 16 ga. tress connector plate 057302021 16 ga high stengm Wee connector prate D61302021 20 ga_laces cennect,plate, GOY302021 20 ga high strength truss connector plate 05t302021 Yes Yes Yes Yes Yes Yes Yes Yes NA NIA NIA NIA NIA NJA N1R WA 2 3 4 5 Paralla(n PSL TimherStra.M LSL TJ Flim Board Weyerlweuser Rim Board Parmhl Strand Lurnber 03/3V2021 Laminated $trend Lumber 03/312021 Structural Composite Lumber a Oriented Strand OW112021 Board rim Board Oriented Stisnd Board Rim Board omit2021 No No Ni. No Yes Yea Yes Yes NIA NGA NfA NIA WA NIA N/A NIA O L w V m m W Q � z z Q _J a_ SHEET NO. PA 1.1 i�MIW N C/)EMM U Simpson Strong - Tie tsUpdated FB.0 Ap.Yp..rove_d_Products U dotatl12T342_020 �,. Simpson Strong - Tie ie 2fl20 F. Approved Products Updateda.tEd t232D trApproved ProductsUpdated Strong-Tie2020 F.�. Simpson:. U detad 1 /311420 � Simpson Strong -Tie ng._.T.._ie 2020_'F...B.C. A.pp..roved ProductsUpdated U dat tl 12/.3p/2 020 . CMI.Faadditional For diret Eno toaI18STapprovals listedhelow, CLICK HERE - For directInks toall SSTapals listed belave, CLICK HE - For delinks toil] SSTapprovalslsled below, CLICK HER .. For direct finks to All SST approvals hsow,LUCKHER u (� . _2...Q..2D ioformattan;re ardirrg Flattla s Sta[ wie radcApprovalSystem ahtlM.af-DantY'Nc. COr :. ofAece tonce (NOA).CL LK HER _... ..BC For info atlonrOgardin Flortl SStatew�e Product Ys1em antl MlamDadbLauntYNoticeoP"9cce . to r OJ,'COHERE. .ang .,T.ie .B.0 Fqatldwaimdrmatidi:ra regarding Florida'sFlad4 SSetewl Produot:APPrOv I SYtam na.Narni-Dade coo l __. Nat-Me.of Acaa tan a-0A) �Ll HERE.0) CountyN .... .. .. .. . , fr.ofAvda Ca a:tfOEJ ERE. V FL#2355-R7 FLOA 6-R6 FL#10466-R5 I H US, HUSC series hang ors Face -mount hang ersavailable Inwidths ;ran gingfirm 1-518"to3- = (� 9115" and heights ranging from 45116" to 11' Concealed flange- (D Sea # Product Model. Number or Name Product Description Sea # Product Model, Numberor Name Product Desolation Seo # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or 0 Q � 1 'fiten Stainless Steel Concrete &Masonry Sores^7(1TN-5S) 1t4"diameter Ti�n stainless Steel masonry screw 1 A21, R23, A33. A34, A35, A44 Angles 1 BT, STB, BTH Br�kTles greater than3-9/16°. c L - 0 s=. Q! 2 APA21 APA4;APA6 APVA21 APVA4 APVAB Outdoor Accents Angles g 2 GMST72 CMST14 CMSTCI6 Coiled Straps 12 lUSserieshangers Face -mount hangers available in widths ranging from 1.718" to 3= Fa Q � _0 3 APB44, APB44R APVB66 AP866R, AP888. RPB88R, APB1010 AP6101OR. APVS44, Outdoor Accents Post Bases 3 CS14, CS1 S; CSI8, C520, C322 Coiled Straps d i r ,I4' 5/8 an heights ranging from 9 t o 16 0 = LL _ FL#9589-R6- APV844R APVB6S, APVB66R APV688 APVBSSR, APVB101q APVB9010R 4 G5HP1$, GSHP20 Coiled Straps 13 LGU3.25 SDS, LGU3.83>SQS, LG115.25 SDS Face -mount hangers ((f ='- 0 "_ (� 4 APDJT2-4 APDJT2R-4, APDJT2-6; APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6; Outdoor Accents Deck Joist Ties 6 CTS218 CompressionfTension Strap 14 1LU26; LU28 LU210 Face -mount hangers 0 Sea 9 Product Model. Numtier orName Product Descririon APVDJT2R-6 8 DSP, SSP', TSP Shad to Plate be 15 LUC26Z LUC21 OZ Face -mount hangers "� 0 1 SDI 0112DBB Outdoor Accents ConnecmP Screw 6 APHH46 APHH4$R, APHH610 APHH6IOR Outdoor Accents HeavyHanger 9 7 H1, H10A, H2ZA, H3, HS, H7Z, HIS, H16S, HIS-2 H16-28 HurricaneTles 15 11 series hangers - Face -mount hangers available m widths ranging from 1 9116 to 4- L in 0 0 +� L Q 2" SD9112. S09212; SDI0112, SDI0212 Strong -Drive SO Connector Screw 6 APL4 APL6; APT4, APT8, APVL4, APVL6. APVT4 APVT6 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 10-1S116', (n 0 3 SD9112S3. SD9212S5. Strong Drive 5D Connector SSScrew7 - APLH24, APLH24ft APLH26, APLH26R, APLN210, APLH2IOR.. Outdoor Accents Light Hangers 9 H524 Hurricane Tie': 17 MGU3.63 SDS, MGU526-SDS, MGU5.50 SDS. MGU5.62.SDS, MGu7.00 SDS Face mount hangers. (tf4-0 r ^ 4 SDCF2 434. 5DCF2251 SD 226 S CF2 7 SD F2285 2 2, CF 14. D 2 OD, C 8, SDGF221014; Strong Drive SOCK Timber CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 - ; - HSS2 SDS1:5, HSS2 2 SDS3, HS52 3SDS3: HSS4 SDS3 Heavy Stud Shoe::: 18 MIL, serlesihangers Face -mount hangers ` Mailable 1 Widths ran from .91 6 to 6- mooa n u,1 s ranging 1 1 � .Q . _ v J Q SDCF221134, SDCF221334 SDCF2719a8. SDCF272358, 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST2 HST3, HST5. HST6 Straight Straps 118' and heights ranging from 6-15116'to 19.112". 5 SDGP22434, SDCP22912. SDCP22614, SDCP22700, SDCP22858, SOCP22912, Stroh -Drive SDCP Timber-CP Screw g 10 CJT3Z CJT. CJT5Z CJT6Z Conceal® Joist Ties 4�' d 12 HTSI6 HTS20 HTS24 HTS28 HTS30, HTS30C Heavy Twist Strap , Y p 19 MUS213 MUS28 Face -mount hangers g SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck JoistTe 13 HTSQ16KTZ, HTSQ20KTZ HeavyTwastStrap 20 SUR. SUL. SURC, SULCsenes hangers Skewed face-mcurrthangers available In widths ranging fl'cm1- 6 SDHR27400, SOHR27614, SOHR31400 SOHR31614 along -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118"-to 3-9118" and heights ranging from 3-1 il6`to 13341. 7 SDS25112. SOS25134.:SDS25200-:SDS252I2 SDS25300 6DS253t2 SDS25412. .. :Stroh -Dn e - t Connector g M SDSHeavy Du yCo necto Screw- 13 FC4 FC6 Framing Clips 15 8 _L T 1_ LS. A24 A30 L T 36 LSTA9, LSTA12. LSTA15, LSTA1 S. A2 T , LS?. ,, S. A Straight 5 g. Straps v f Concealed flange version (SURC, SULG) a pliable or al dcutile. SDS25500, SDS25500, SOS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; on ly acute flange is concealed. 8 SDS251125S, SOS2520OSS, SDS25212SS, SDS253DOSS: SDS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LTB20, LTS40 Bridging, 21 U series hangers Face -mount hangers available in wdths ranging from 1 9116"to 9 SDWF2716 SDWF272O SDWF2724, SDWF2726 SDWF2730 ,SDWF Strong -Drive Floor -to -Floor Screw 16 H2A, H2aT, H8 HIQA 2; HIOS, H14, HGA10 HurricaneTas 18 LTS12, LTS1:fi, LTS18;: LTS20 L' ht :S t ' Ig Tvis Strap 6' and heights>ran in from 2-5/8' to 11.114". ranging 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MS727, MST37 MST48, MSTBO MST72 Straight Straps FL#ID007-R6. 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA15 MSTA18 MSTA21, META24,"MSTA30; MSTA36, MSTA49` Straight: Straps FLA10667-R6 20 I:301 L50, L70; L90 Angles 22 MSTC28, MSTC40 MSTC52, MSTC66 MSTC78 Straight Straps Sea # Product Model. Numberor Name Product Descrigficn 21 LCE4 Post Cap 23 MSTC4803, MSTC6863 Pre -Bent Straps Sea 9 Product Model. Number or Name Product Description 1 ATR318, ATR112, ATR518 ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MST136, MSTI48, MSTISO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in Wdths ranging from 1 W16" to 7- 2 ATUO5, ATUD&Z ATUD9; ATUD9-2, ATUD9-3 ATUD14, ATUD14:2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIS MTS18, MTS20, MTS24C, MTS3Q MTS30C Medium Twist Strap 1f8"'and heights ranging from 7-1/8" to;39'. 3 P 1 / -3 P - Pr _' B 31$ 2 BP f2, BP1 2 , B 5/8 2, B 318 3, BP314, BP314 3, BPRTUD3 4 Bearing Plates 24 LSSJ26LZ; LSSJ26RZ, LSSJ28LZ; LSSJ2SRZ, LSSJ210LZ; iSSJ210RZ Field Adiustakile Jack Hanger 2S NCA2x10 12, NCA2x12 12, NCA2tt8-16, NGA2z10 16, NCA2x1216 in Bridging 2 h DGBF series angers o n hangers available i wdths in m. r " o 7- Top flange ha ge s a al n � ranging from 3 a18 t 4 CNW3/8, CNWI/2, CNW518 CNW314, CNW5/8-112, CNW3/4-518: Coupler Nuts 25 LSSRI,al, LSS^R2.1, LSSR2 37, LSSR2 56, LSSR210-2, LSSR410 Field Adjustable' SlcpeablelSkewab]e Hanger 27 RCW812, RCWB14: Wall Bracing 1!$" and heights ranging from 9-1 IV10 24", 5 CTU055 CTUD66 CTUD66: CTUD75. CTUD76 CTUO77 CTUD87 CTUD88, CTUDW.. Coupling Take -Up " vies P_ g p De_ 26 LTP4, LTP5 Tie Plates: 28 RPS 8 . RPS28 1, RPS22. Repair Plate Strap P la p 3: DGF series:han hangers g To flange hangers available in wdths ranging from 1-112" to 3- P 9 g g g CTUD96, CTUD90, 27 ML23Z, ML24Z, ML26Z, ML28Z. ML2107 Angles 29 RSP4 Stud to Plate Connector 5f8":and heights ranging from 7 114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Drum 30 $PI: SP2, SPA, SP6, SP6 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1 314" tc 3- 7 RTVD3 RTUD38 RTUD4, RTUD49; RTUD5. RTUD6, RTUD7, RTUD8 RatchetingTake-Up 'Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH$: Heavy- Stud Plate Tie" 5/8" and heights ranging from 9-1/4" to 24", 8 TUD9 TUD1'0 Take-UpDevice 30 - - U 131 MMLU26, MMLU26.2, MMLU28, MMLU28 2, MMLU2ID, MML_1211. MMLU139, MMLU 1 Face -Mount s Hanger. 32 SS1.5 SS2 a SS3 SS4.5 _ _ ., _ d Shoe Stud Sh 5 G5 EG7 EG9 series hangers Ep To flange hangers available to Welths ranging from 5.114" to 8 9__g 9 9 TUW38 Take -Up Washer 31 RBC. RBCP Roof. Boundary Clips 33 ST9, ST1.2,.ST18 ST22, :ST292 ST2122, ST2115 ST2215; ST6215, ST8224, ST6236 Straight Straps: 718" and heights ranging from 11" to 32-1l2`,'. 10 UR53. 3M" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30 TB36, T842, TB48 T654, T856; TBBO Tendon Bridging' 6. EGO Series', hangers, Top flange hangers available in w,dths ranging from 3-518" tp:7- 11 URS4 112 Uplift Rod Run Tledomm System 33 R7C22Z, RTC42 RTC2Z, RTC44 Rigid Tie Connecters 35 TWBI O TWB12 7003i4 Wall Bracing 114" and heights ranging from I 1-174" to 32". 12 URS5 518' .Uplift Rod RunTiedowm System 34 STC, STCT, OTC HTC4 Truss:Gllps 36 YGT VGTR,;VGTL Variable Pitch Girder Tiedown 7 GLS Series hangers Saddle hangers available in widths ranging from 3-114" to 8-71W 13 URSO 314" Uplift Rod Run Tiedowm System 35 TJC37L TJC57 Truss Jack Clips 37 W6106; W81OBC, WBI26, WB126C, WB143C Wall Bracing and heights ranging from 8-ti12 to 28"_ 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available In widths ranging from 3-1/4" to 3- " 118":and heights ranging from 11"to 32", FL#1D441-R6 FL410531-116 S HB series hangers Top flange hangers available in widths ranging from 1 9116' to 7- FL#10447-R5 112" and heights ranging from 8" to 39'. Sea # Product Model. Number or Name Product Description Sea X Product Model. Number or Name Product Description ID HGLS senses hangers Saddle hangers available in widths ranging from 5-114" to 8-718" 1 DTT2 Hold-down Sag # Product Model, Number or Name Product Description 1 CBH2 37x5,5, 091­12.37x7 83 C8H 37x9:75 Concealed hangers and heights ranging from 10-112" to 28". 2 HOCIQ/4, HDCIC122 Hold-down 1 AHEP' Adjustable Hip End Connector 2 DU, DHU, DHUTF series hanger Face,mount (DU, DHU)artd'top lunge (DHUTF) hangers 11' HGLT series hangers Top'flange hangers available in widths ranging from 3 114"to 8- 3 HDQ8, HHDO1`1 HHDO14; Hold -devil 2 DSC2R,SDS3, DSC2L SDS3, DSC5RSDS3, DS05L SDS3 Drag Strut Connectors available in wdths ranging from 1-9/16" to $-9116' and heights 718" and heights ranging from 7-112" to 32". 4 HDU2 HOU4, HDU5,;HOU8HDU11:, HOU14 Hold-down 3 GBC Gable Brace Connector ranging from9-116" to23-15116". 12 HGLTV series hangers Top flange hangers available: in widths ranging from 3-1/4" to 7- 5.. HPA28HPA35 Strap -style purlinanchor :4 HCP1 81, HCP2, HCP4 Hip Corner Plate_ 3 HGU363-SDS HGU5,25-SDS HGU5,50-SDS, HGU5.62-SDS, HGU7-00-SDS, HGU7.25- Face•inount hangers:, 118".and heights ranging from 14" to 33", 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42,HHRC42-2. HHRC411.81, HHRG44, HHRC5.2513.25 HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SD6 13 HIT seines hangers,. Top flange hangers available. in wdths ranging from 2 5f15" to 3- 7 MASA, MASAP Foundation anchor strap HHRC86 4 HGUS series dangers Face -mount hangers available in widths ranging from l-518"to7: 9118" and heights ranging from 18' to 23". 8 MPA132, MPA144 Strap -style purlin anchor 8 HRC1 81, HRC22 Hip; Ridge Connector 318" And heights ranging from v-ai16' M 12-718",. m 14... HUSTF series hangers Top flange joist hangers available in widths, ranging from 3-1t8" to 9 A . . r: PR18 P 23,<PA28, PA3s, PA51 PASS Strap -style purlin anchor 7 LRU26, LRU28 LRU210: LRU212 Rafter Hanger r � r r , r-: 2 ". HHGUo 25SDS, HHGUS a0 SDS, HHGUo,E2 SDS HHGU7 00 SDS; HHGU7:25 SDS. - Face mount hangers 3-9116' and heights rangingtrom5 3/8"to 13-10'. 73, 10 PA118 PAI.23, PA128 PA135 Strap -style Purim anchor 8 LSU28 LSSU28 LSSU210 Light Slopeable/Skewable"U. Hanger HHGU9 00-SDS 15. HUTF HUCTF series grangers Top flange hangers available in widths ranging from 1-9/16"to 5- 11 STHD10, STHDI DRJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6. HHUS26.2; HHUS28-2, HHUS210.2, HHUS46, HHUS4$: HHUS41.0, HHU85-50110; Face -mount hangers 112" and heights ranging from 3-711.6" to 15". Concealed flange 12 STHDI4, STHDI 4RJ Strap -style hold-down 10 TC24 TC26, TC26 Truss Clip HHUS7 2511D version (HUCTF) available for all models havingandtin equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418_, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face-moG7 d hangers available in widths ranging from 3= greater than 2=6116". THAC422, THA426, THA422-2 THA426 2 '118" to 5118' and heights ranging from 4-31,Vto'15-314"_ 16 HWP series ihengers - Top flange hangers available in widths ranging from 1-9/16"to 7- 12 THAi1 81122; THAl2,06/22, THAl2.102 THA1222, THAI322, THAI3522, THA1422 Adjustable Truss Hanger Sized for 1-Joists Concealed flange version (HSURC, HSULC) available for all lie" and heights ranging from 5-318" to 2e':, 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels, only acute flange is conoealed. 17 HWPH series hangers Top flange hangars available in widths ranging from 15118" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU2e, HTU28, HTU210, HTU26-2, HTU25-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-3/6" to 32" . 15 THJM24-SDS3, THJM2-5-S0S3, THJU26; THJU26-W Multiple Truss Hangers 9 HU, HUC,series hangers Face -mount hangers available in widths ranging from 1.9f16' to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116"to 3- 16 TSBR2 24" Truss Spacer -Restraint 1/2' and heights ranging from 2-718" to 19114" Concealed flange 518" and heights ranging from 9-1/6' to, 16" 17 VPA2, VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HIJC) 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 9T161. ranging from5.3/8"to7.14', 10 HUCO1.6119-SOS, HUC01 81111-SDS HUCQ21132-SOS, HUCO210-3-SDS HUCQ310- Face -mount hangers 20 JSA series hangers Top flange hangers avallable in width of 1-9116"and heights SOS, HUCQ410-SOS, HUCQ412-.SDS, HUCQ5.2519-SDS; HUCQS 25/11-SD,S, HUCQ6I O- ranging from g-3/18" to 13-Ii8". SOS, HUC,'.1612-SDS ' Simpson Strong Tie 2020 FB:G Approved Products Updated 12/30/2020 p sStrong-TieUpdated Simpson 2020 FBG Approved Products p 12/30/2020 •-_ „ Simpson Strong -Tie 202Q FBC Approved Products. t 12AS 0 Updated 0l302 _ Simpson Strong Tie 202t1 FB.0 Approved) Products -t 130f2020 Updated ed 12. a For d'awt links to all $ST approvals listed belov, CLICK HE E. For direct Ilnksto all SST approvals listed beimv,: CLICK HERE. - ,i For direct Inks to.all S$T,Approvals listed belay,; CLICK HERE. For direct links to all SST approvals Asked belaa,; CLICK HERE,. .Far addruna)infvrmal.ion regard Florida'sFIm s Statewide de Pr duck'App vva15yslm and Maml-0ado County 4fAceptance-{NOA;,CO For additional infamaUvn regarding Florida's Statewide Product System Miami Dade County Notice of Acceptance gNaA), I,H R. Fa add ¢ I information regarding FIa dosSCatewide Product System M ir-Dodo County ofAae Rtanvs For Additional ronal information regarding FiadasStatewida Product Approval System and Rarrx-Dade Notice-ofAcce Acceptance NOA), , O 21 LISseries hangers Top flange hangers available in width of 1-9116" and heights FL#1146e-R5 18 S/LBV1 56, S1LBV1 81, VLBV2 06, S/LEV137, SfLBV2 56, S1LBV2.68, S&SV3;12, Top Flange Joist Hangers 5 SET.XP Adhesive Anohorfor concrete ranging from 5-318"to15-1/8"; - S/LBV356,.SILBV362,VLBV406,.S/LBV4.12,SILBV4.28,S1LBV4.75;S/LBV560. 6' Strong-Boit2(ST62STB2-4SS,STB2.6SS), Strong-Boft2Wedge Anchorforconcrete available incarbon 22 LBAZ series bangers Top flange hangers available in welth of1-9116" and heights Sea # Product Mdel, Number or Name Product Description 19 StLTT20, S!DTT2Z, SIHTTI4, HTT4, HTT5 Holdowns steeland Types 304 and 316 stainless steel ranging from'9-3JiS".'to 131/S" 1 HHUS2I03, HHUS210-4 Joist Hanger 20 SdMST60, SIMST72 Straps 118 mil (1:09a) 7 Tften HD (THD H THD-HMG, THD-H4SS THD-1­16SS, THO-CS THD-CS6SS) Titan HD Heavy Duty Screw'Anchorforconcrete and masonry 23 LEGS. LEG5, LEG7 series hangers Top flange hangers available Inwdths ranging from 3-1/4" to 6- 2 HRS6 HR58, HRS12 StrapTies 21 SP4, SPG Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 7M and heights ranging from 9"to 33-112`, 3 HUCQ210-2-60S, HUCQ210-3>SDS, HUCQ310-SDS Joist Hanger 22 SSP DSP, TSP" Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, ME07 series hangers Tap flange hangers available inmoths ranging from 5-I X'tc 6- 4 THGS2, THG63 THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip, Type 316 stainless steel 718' and heights ranging from 9" to 32-117. 5 THG02-SDS3, THGQ3 SOS4.5 THGQH2-SDS3; THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Tilen HO Rod Coupler (THD37634RC, THD5093413C) Titers HD Threaded Rod Coupler for concrete 25 MIT series hangers, res 9 - " - Top flange hangers available in widths ranging from 1 8116 m 5 6 - - - TNGW3 3,THGW3 4, THGW4 3, THGW4 4 Joist Hamer 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THD525158RH, 7HDB37158RH THD37212RH; Than HD Threaded Rod Hangar for concrete 118' and hcightsranging from9-114"to24", THD5Q234RH THD10212RH)' - 26 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights' 10 Wedge -All (WA) Wedge -AIL Anchor for masonry ranging from 3 3/$" to 7-VIT'. FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 25 WP series hangers Top flange hangers available in(nndths ranging from 19116' t ,7- Sea # Product: Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-RO 1/8" and heights ranging 9114"to32". 1 DETAL20 Double` Embedded Truss Anchor 1 CCQM3 62 SDSHDG, CCGM4.62-SDSHDG, CGQM5.50-SDSHDG CCTQM3 62.SDSG. Masonry Pier Caps 2 FGTR FGTRHL FGTRHR Girder Retrofit Anchor CCTQM4 62-SDSG CGTOM5.50 SDSG, CCC6M3 62-SDSG CCCQM4 62-SDSG, Se # Product Model. Number or Name Product Description 3 HIS, HIBS, Hla-2,H16-2S Hurricane Tie CCCQM550-SDSG I AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete or masonry FL#10860-R3 4 HETA12, HETA16 HEfA20 HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.5CG-KT, ECCLLQMD3 62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HEfAL16, HETAL20 Embedded Truss Anchor ECCLLQM04,62G-KT, ECCLLQMD55OG-K`r, ECCLRQiMD3.62G-KT,'ECCLRQMD462G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea If Product Model, Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5 500.KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchorfot masonry I ABA44, ABA44R, ABA46, ABA46R, ABASE. ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA41) Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5,50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy.: Masonry. Hangers 5 Titan2 (TTN2) Titen:2Screw Anchor for Concrete : 2 .. ABi;144 ABU44R ABU46, ABU46R ABU5 a, RBUo fi ABU65 ABU66 ABU66R. ABU88 , Adjustable Post Base J 8 LGT2 L6T3 SDS2:a LGT4 SD53 Girder Tiedown 4 - . " U 8- L M28- L UM2 0.2 LG M26-2 LG 26 . LGU 26.4 L U 28 2 LG M2 3 GU G 1 U UM 3 M G M 4 , Masonry Bea Hangers era: Y m a 9. 6' - Trten HD HD -HOES THD-H6SS T D CS6S5 C[ � H ) Trten.HD Heav .:Dot .Screw Anchor for concrete available In 304 Y Y ABU88R, ASUIOIO ABU101OR ABU1212, A8UI212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46: LGUM48 LGUM410 _ , or 316 stainless'steetwith hex head, and 316 stainless steel with 3 _ ABW44Z, ABVS/44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABVU7 7 Adjustable Post ill META12 META16, META18, META20 META24; META40 r Embedded Truss Anchor a r r r.. _r MBHA3.12/9:2 MBH 3:12f11 25'M HA3.afi17:2a MBHA3:,7819,2a MBHA3a6/11.2a a, A B MasohryTop Flange Beam Hangers countersunk . head. 4 A04, AC4R, ACE4, AC6, ACOR, ACES Post Cap 11 MSTAM24, MSTAM36; MSTGM40, MSTCMOO Strap Tie for Masonry MBHA35611188 MBHA3 W14, MBHA3 56/16, MSHA3 58118, MBHA5.50/7 25 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46BC4R SC6, SC6R, BC8, BCS2-2/4, BCS2 3/6 Post Cap 12 MTSM16, MTSI HTSM16. HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5-50/11.25, MBHA5-5O/11 88 MBHA550114 MBHAS 50f16, 6 C844, C646, CB48, CB66, CB88 Embedded Column Base MSHA550118 O 7 C85O44-SD52, CBSO46-SDS2, CBSQ88-SDS2, CBS086-SD52, CBS088-SOS2 Embedded Column Base 6 1y[SHU3 56/9.'25, M64U3.56111 25; MBHU3,56111 88, MBHU3,56114; MBHU3.66/16, Masonry Beam Hangers FL#i037-R3 8 CC, FCC, ECCU Series Bolted column caps with W1 ranging from 3.14'to 9-112" and FILM 1496-R$ MBHU3,56/18 MBHU55019 25 MBHUS 50111-25 MBHU5.50111 88: MBHU5.50/14, VV2 ranging from 3.518' to 7-112" M18HU5 50f16 MSHU550118 Sea Protluct Model, Number or Name Product Descrintion 9 CCQ SDS2:5, ECC4-SDS2.S Serer Screwed column caps with VJl ranging from 3-114 to and ' " Sea # Product Model. Numberor Name Product Desc tion .rip 1 d01016.5K X1S1D8,)t16101B-dlL X4151018 XQ1810I6-4K #10-16 Strong-Drive3C149etal Self-Drilling;,Tapptng Screw. with #3 � /"� ) W2 ranging from 3-518' to i7-112" 1 DTT1 Z Deck Tension Tie Drill Point V 10 CPT44Z CPT66Z, CPTBSZ Concealed Post Tie Base 2 H012 1-1019; Bolted Holdowns FL#13975=R6 2 XL0114T1224, XLQ114B1224-2K #12-24 Strong -Drive XL Large -Head Metal Selt-Drilling Tapping 11 EPB44A, EPS44, EPB46, EPB66 Embedded Post Base 3 1 HD5B, HD76 HD98 Bolted Holdowns Strews with #6 Drill Point and Large Diameter Hex Washer Head 12 EP84Z Embedded Post Base d H7T4 HTTS, HTT5-314 Tension Ties Sea # Product Model, Number or Name Product Description 3 XMQ114S122d XMQI 1481224-2K 912 24 Strong -Drive XM Medium -Head Metal Self -Drilling, `IO 13 CB L B66 L . 44 C Embedded Column m C m Base 5 1 19 LTT 0 L 13 T 2 B, TT I Li ht'Ten ion Ties g, s e 1 SDW22300 SOW22338'-SDW2243S OW22458 SOW22500 SOW22600 SDW22638, , . , S _ Strong utive.SDW EWP PLy;and TRUSS PLY Screws T-a in Screws with #5 Drill Point and Medium Diameter Hex pp 9 14 LPC4Z, LPCOZ Light Post Cap SDW22634 d X0114S1224 XQ11481224-2 aK XI14SI224, XQI12SI224, XQ11281224-2K #12.24 Strong -Drive XMetal Serf Drilling, Tapping Screws with NCr O 15 MPB44Z, MPB66Z MPB68Z Moment Post Base 2 SDWC15450; SDWCI$600 Strong -Drive SDWC TRUSS Screw Dill Point 16 PE44 PB44R PB46. PB66 PB66R , Embedded Post Base FL#1362$-RS 3 SDWH19300DB, SOWH19400DB- SDWH19600DB SDWH198OODE, SOWH191OOODB Stroh -Drive BDWH TIMBER-HEXScrew g 6 XU34S1016.XU34B1016 5K , #10-16 Stroh -Drive XU Metal Self-Drillin Tapping Screws with g 9 pP 9 17 PHS44A, P3846PBS66 Embedded Post Bass 4 SDWH27400G SDWH27600G. SDWH27800G S1)WH2710OOG, SDVJH271?00G Strong -Dave SDWH T]MBER-HEX HDG Screw #1 Drill Point ^ L 16 19 PBVB PBV10 P044-16PC46-18 P048-16PC64-18 PC66-16. EPC44-18. EPC46-15 EPC48.16 Round Post Base Post Cap Sea # 1 Product Model, Numberor"Name S8518x24 S0718x24 SB1x30. Product Description SB Anchor Bolts 5 6 SDWS16212, SDWS16300, SDWS16312 SDWS1 e4OO SDWS19800,,SDWS19712,SDW52240D,SDWS22500,SDWS22512 ,9DWS225W, Strong -Drive SOWS FRAMING Screw StronP-Drive, t SOWS Interior Grade) Y EPC84-16, EPC66-16 2 SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTB36; SSTBI 6L, SST820L, SSTB24L, SSTB Anchor Bolts SDWS22800, SDWS229©0, SOWS221000, SIDWS221100, SDWS2212O0 SDWS221500 FL#35320-R0 20 PC4Z- PC41R2, PCBZ, PCBRZ P08Z, P08RZ_ EP04Z, EPC4RZ, EPC6Z,.EPC6RZ,.EPC8Z, Post Cap. SSTB28L 7 SDWS22300DB. SDWS2240068 SDWS22500DB, SDWS22600DB SDWS228OODB; Strong.-DrWe SDWS TiMBET25crew (Hzterior Gradej 4-0 0 EPC8RZ SDWS221000D8 Sea # Product Model. Number or Name Product Description 21 PPS44 4Z PPB44-6Z Rost Base 8 8DWS22312066, SOWS22512OBS Outdoor Accents Structural Wood Screw 1 DSSC643.5;.DSSC846, OSSC048; DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS273OOSS SDWS2740OSS, SOWS275008S SDWS276OOSS.'SDWS278OOSS; Strong -Drive SUWSTIMBER SS 5crow 2 FCB43 5, FCB45.5, FCB47.5, FC849 5, FC8411 5 Bypass Framing Fated -Clip Connector SDWS271000SS, SOWS271200;SS 3 FPHSD34S1t716, FPHSO34B101B, FPHSD'S4B1O16-5K FPHSD34S1214, #10-16 and #112-1.4 Strong -Drive FPHSD Framing-to-CFS Self - O Sac u Product Model- Number Or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE TO -RIM Screw FPHSD34B1214, FPHSD34BI214;6K Drilling, Tapping Screws FL#10866-R5 1 2 CMST12, CMST14: CMSTCI6 CS14, CS16, CS18, CS20, CS22 HRSB HRS8, HRS12 FHAS, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST136, Coiled Straps Straps 97 mil (12;g9) 11 STN22 Outdoor Accents Hex -Head Washer : 4 5 LSFC2.25, LSFC4 25, LSFC6.25, SFC2 25 SFC4:25SFC6,25 LSSC425, LSSC6.25 SSC2.25i SSC4.25 SSC6.25 MSSC225 MSSC4.25 MSSC6.25, Steel Framing Connector Steel. Stud Connectors L n Sea # Product Modal, Number or Name Product Description' MSTI48 MSTISO MSTI72, S/MST27, S1MST37, VMST48 MSSC425KW, MSSC6:26KW 1 FJA, FSA Foundation Anchor 3 HTS16; HTS20, HTS24; HTS28 HTS30, HTS30C Heavy Twat Straps FL#1.5363-R3 R RCKW3, RCKW5,5, RCKW7,5, RCKW3S. RCKW5 5S Rigid. Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30 LSTA38, LSTI49; LSTi73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 g i) 7 SCB43 5, SCB45.5, SCB47.5, SCB05 SCB411,5MSCB45.5, MSC8475 - Bypass Framing Slide -Clip Connector ��//�� VJ 3 - - -. GH46 6 GH46 8, G H48 6,,GH48-B, GH410 6. GH410 8 GH66 6. GH6'6 & GH68 6, GHfiB Girder Hanger 5 LST LS 1 S Ai6'LST 18 LSTA21.LSTA24 ST292 S 2122 ST2115 ST2215 Ag, TA 2 L T R , . T , Str 33 mtl 20 a cps f g) # PLQ duct Model. Nurrrberor Name p Product Desert tlpn 8 SCS32 Sf97, SCS62 5J97 SCS52 5i1I8, SCS82 51118- Bypass Framing Con negtor 8,;GH610-6i GH610-8 6 LSURH325 SUBH3 25; MSUBH3:25 Bridging.. Connector 1 AS 18; AS 1855, AS 1830 16 ga:. Truss Plates 9 SCW3,25 SGW5,5: Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB513: GLB5C, GLB5D, GLI37A, GLB7B, GLBTC GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga, High Strength Truss Plate 10 $JCS 25 SJG10.25, MSJCS 25, MSJCIO.25 Steel Joist Connectors 5 GLBT512, GBLT612,01-8T518, GBLT616, GLBT520 GBLT620 Glulam'Bearing Plain 8 LTS12 LTS16, LTSI8; LTS20 Light Twist Straps SrAS-20 20 ga. Truss Plate 11 SSBa5le Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC HGLBD , Heavy Glulam Bearing Plate Y 9 9 MSTA30, MSTA36, ST6215, ST6224; ST9, ST1Z ST18: ST22, MSTC28, MSTC40, MSTC52 Straps 54 mill (I$ ga) 4 ASHP Hinge Plate Connector n9 12 XLSH34B1414 XLSH73B1'414' #14r14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping g 9, PP 9 7 HGT 2, HGT 3, HOT-4 Heavy Girder Tiedomi 10 MSTC66 MSTC78, STS258 Straps<68 mil (14 ga) Screws LU a: UFPiO-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18 MTS20; MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01S1016 X0101016.4K, XQ1S1'214: X01131214-3.5K; XQ78Si224; XQ7681224-3K, 410-1& 412_14; and 912-24 Strong-DriveX Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S1B1 56, S/B1.81, Sf62.06, S1B2,37, Si62 56, S'BZ 88, S1B3,12 S1B3,56, S133,62, Sie4.06, Top Flange Joist Hangers FL#18730-114 X0114S1224 XQ1I4B1224 -7,5K X0112S1224, XQI I 2812242K, X3461016-SK; Tapping Screws Q &13412,S1B4.28,5/B4.75,SIB550 X1Si016;X1B1016.4KX1S1214,XIB1214-3.5K � 13 S1BA21mi SIBA2,12/1Q S/BA2.12112, S1BA2.12/14, S1BA4:18f81 S/BA4.18/10, Top Flange Joist Hangers Sea ;# Product Model. Number or Name Product Description Z S/BA41SJ12, SIBA4;18114 1 ET HP Adhesive Anchor for concrete z 14 S/H1A HurrioaneTie 2 GAC GDP GDPM-50, GDPM-75 GDPM-100, COPS, GW=50, GW-75, GW-100, GTH Gas- actuated fasteners and assemblies Q 15 SIHDSS, S/1-1088, S/HDIOS S1HDI OB, S/HD15S; SIHO15B Holdowns 3 PDPA, POPA-K, POPA-MG, POPAT, PDPAT-K PINW, PiNWP, PWWP-W, PDPAv11L, Powder-actu rted fasteners_ threaded studs, and assemblies 16 SfHDU4, SfHDU6 S/HDU9, S1HOUI I Holdowns PDPAWL MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SIJCT, SfHJCT Joist Hangers 4 SET 3G Adhesive Anchor for concrete: 0- SHEET NO. PA 1. 2 t c 1 n 4