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HomeMy WebLinkAbout39783 Harmon Grove CtABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. 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 AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. 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 C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq." Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KlWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered 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 WDW 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 W/C 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 WDW. 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 Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-19-20 5.0 FBC 2020 CODE UPDATE ALL W0R t , coor,p� y r ; "ii>. s'y«,c-. �, PREVAILING p iiu' AND TH REVIEW T CITE' bF, EPHY 1941 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 SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are 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 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 considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. r Q ZVO To the best of the Engine's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Nf a CD E 00 o rmN m at N O J m 0 N O' J a 0 *k to a0 N 7k LL W a a 1- a L W N O a — QjM V Y c�aLLu- Wa W o t0cm� ° o O 04 W U) Z LLa co Ci N rNiZ RL O Z U O V Cn W ❑ ❑ ❑ z N M o g z � � Q J (Z � N N M llznn 9 V O a-1 Ca �n w g O� W $ N C (jj r in U W i r-E 8 ul, v N Q �m ti o w M M z o Z QE o E: =o oo � r� �@ Z© ca 0 H N CL Ru 00 0 CDE N ao� WZ o wz �w ru C - a ZZ 0¢ sY Nm 0 0 Z J aW �Z to F" o Z g Z a Z U �2 ww k <a �o JO O wl a � O V °za °3 =o 0 = Lo L � cc C7 \/ '— O O CD N _ Q Y E O 0 C4 O I` f T� o N v 00 LO O N f M o Z Z E O E 0 c a U Q p. JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. C S 00 M N TYP @ 1 STORY A S3 EMi1111 PATIO 6 O -1 O CID 0 5-1 A S3 OWNER'S SUITE 8'-0" CLG. CARPET I N (3) 2x4 #2 SPF w/ DTT2Z @ BASE I I410,11 1 I I L i r C71 ' FAMILY RM 2:12 VAULTED CLG. 9'-4" CLG. to CARPET I I 1 23'-8" i I I I 1 I I 11'-7$" 1 6'- I i 55'-1 H. 1'-7" I, T-7" 3" 1. 5-SH R&S BUILDER TO 1----------- 6DP -- - - -- - - -- T O 36 O " cq F . N PROVIDE I I INE W HAPPLIANCE TYP 0 PROTECTIONtD I I I K GARG E 2'-6" WHEN REQUIRED I I I S4 OPENING B - W.I,C, I PER FBC I I I I � TIE CARPET M'�oa I I I I T 2 CAR GARAGE 8'-0" CLG. I I T-8" 20'48"1.I7$ .I 2668 SIII I OppM0O HANSON o " EDGE OF SLAB 2"BOX 36EYOND WALL A.F.F.... W Cz 60"x36" DRYER VENT w N SHOWER HRU ROO > O 2 x RROU D SFIBERGL SS "" ° IIIIIIII IIIIIIII r T I I I PT W OPT. D I/x U cal NOTE: FINISHED i N I I u= Q �I WALLS TO BE I I T AHU L J I FLUSH. VERIFY IN I I I I FIELD. TILE I I ----- - - - - - K CC D u? S3 (3) 2x4 #2 SPF w/ S3 R.A.G. G.T. 8 _ 8 DTT2Z @BASE T 3068 I I 9'-4' cL A I I ENTRY LO T-10" T-8" 10'-10$' LO , 6„ 7 O _3" 1 I 8'-0" CLG. `1 I I -- R&S - 2668 4'-4'-7---- 8-8' ------ N 5'4" 5068 B F i O'' RBEDROOM 2 CAFE ,� o ______________ - F---�o dF 8'-0"CLG. VAULT. CLG. � N D.W. CO CARPET CARPET .- Q 'L -- J e .3> U SIK/ISP21'-2" 2'- " 10'-4" H.B. 36 L, -) -4: 36 NT Y 81-0 MW Lu :LAT L ,fin t 5-SH 16" DEEP 25-SH EGRESS O S3 • • 4068 B.F. fir►'BEDR80M %V� 4 L�M� ' ' ' 6d • , ��■■�� STORY _RGLASS S ROUND 25-SH EGRESS O 19'-6" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 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/ 112" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38 18 X37 S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 z S.H. 16 20X72 184X71 S.H. 11-12 271/4X26 26X25 S.H. 1H3 271/4X38J• 26x37 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 112 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37JX50J 364X50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 } X 621 S.H. 36 54 X 72 524 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. aTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" QA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 EE SN SHEET HO SEE SN SHEET ONOTE: 1PH WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +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 11131" (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 I 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-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %4'=1 '-O° (GARAGE / LIVING) V-1 n 1A0W7 SE <Z A •i �i. N J� e`e r �Gr. , C; 0? F L yr •,`� rfs � eaesea ee flf�'i F?OFESSt�� (till 4l` t� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U W a h E co o M8 p N N OO J N F ry O a)oD �j J C N , j co ai it , W U)F- �a -w a a 13 No (L - N LL LL 5 a. W J O '0 Z =mom a C, - �.0 P @NOJ O W pjO' Z IL a co cl) Z - O Z < U N W U oID �o ID zz "(D z � � Q J tLo Lo WV) M z o o 0 j� 4--J (� w m U o w o Ln ram- c'n v min e o r. Q v o oo d c Q N C, sm o w Mw¢ MLL- o� Z ¢ J E E zo o K O w io oZ U co < O o C E m XU o¢ oU �U OY O CV (O dz ¢ o az w� N C - z OY U mo O ¢ z z � � J m �m Q W �m Q o go �z U �o I �k J o w �o �� a o3 za cO 0 = Lo o CN Q > C:)C ^ O V 'Ort in o Nr ai -- r C) T r, E c N M Z M z E O N u a E v "a o JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. 1 3 v iE O) Of _ t 0 0 J M 00 CN _ m rn 0 CAD J M O� 00 I N L✓ C b / Ql Q N C) d E E 0 L 0 J y l 0 0 0 y 11 c 0 0 O ; 0 0 cl- N 0 Y d m 0 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIESI Id / w > / MEDICINE o CABINET 00 � O~ O~ 0 CV Ch M coM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER 0 CV FIN. FLR. KITCHEN CIE 0 O <V OPT. REF. Ll 0 KITCHEN O 60 O C7 0 00 N O MIRROR 0 M OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BARaW. ON BATHROOM WALL F' SHWR. o 0 VALVES w o 00 = r SOAP - co C° O 00 C) DISH U iO 1 C) `O o _ I 1 C) I M ch O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY OWNER'S BATH O n 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 0 FINISHED CABINETS - = COUNTER TOP 30" H BASE CABINETS - 00 U_ TIN I iO a 1'-2" C° O 2x r >. LO o0 FRAMING �N o T � , M 1 /2" GYP N c? BOARD T FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER SCALE: 1 /2"= V-0" � o N CV FIN. FLR.1 1LJ1 I J CABINET BLOCKING SCALE: 1/2"=V-0" 1 M-rl o g s.� �� .. �.. 1 Cab C..+� J V 0 IF tam + .� =f � OFESS+O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. RIJ W E` $ ti co o E W R M o N n 3T AO ® . a0 N q! LL W I» U) tZ _ J W a- M Lj QN V (n fe a.W s� Z 0 JWu-33 t m � � o WY o' O W Q Ma W Z ILW U) CD Z N M Z W v) O U 00 _j y ❑ ❑ ❑ M m z N M O O z �QQ�y z o Q J d N C1 v 0 o a--, W Q A U O,^ N W V. U m c W J r-- — E m � z® L Ci o N c u Q 0 ®o N O S0 O w co coZO J z Z Q W Ecu ¢ z o o o }}Z 4 N z® Da I— O E Xo U a Q Qo p o Q Nao r i a Z �z - _ oY mo Io of aW z 3 0 o n N W < =7� ;o C) 8w °zl¢ � oo3 �O 0 = > Lr5 0 > ._ o O v CO �L N Q C U > 2 O o O o r o Q T T T T CD � m T N C) 0 Z M z E Q E L m` cc d U 0 Q p � JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. 2 —T I 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND 5� HEEL 1 T.O.M. ..� �� — ........:.....� �.......:.:� . HDR HGT. — — TEXTURED o CEMENTICIOUS 9 � FINISH ON C.M.U: (TYP.) CD F.FL. — ------------�J-----— — — — — — — — — +3" SMOOTH TEXTURED BAND 14'-0" RIDGE VENT g zo [7] 0 El E E 1:71 _17] FRONT ELEVATION - B1 12 ;Z�5 SCALE: 1 /4"=V-0" T-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS _ _ T.O.M. LEFT ELEVATION - B1_ SCALE: 1 /4"=1 r-0" HDR HGT. TEXTURED _ CEMENTICIOUS o? FINISH ON C.M.U. zo (TYP. ) --_ F.FL. 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. r Cam' a OWN h t , b Q�r 'a 0F,ESS1 rF7°�ttf6lttliitEE`������ 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. = � E oo O (q N_ J t> 0 #" w M aN cnI­ P�L L w a yMv LL a �[ 00 CLLN M u- u- a L =mom_ 00_ � .Zy ii 30 'E- CO X 0 J W Z oo, a N MZWLo0 Z p V U W ❑ ❑ ❑ z N th z z o � U) J d- N n M z �N 0 fp V w a O N W o �y N JK_ fLj `- `� U c, W — _ e �? oo c w � ¢ N r• • S� o co w M M z¢ o Z Q LL. E E CL 0 Z Wo ) N =® o a co 6 H CI O E rZ o a¢ a p n ) 11 o¢ o' N F 4% a[d�o �W fu � C/� c - N 4p �Z o, wm mo Fp o" J < aw z Z [h aNi Q o<go LL z d N F U <o <F o i° o v zla � ° 3 c O O T y y j ^ ' ■i , N L � rn m ^, W co 0 ■� O O \�` O L O m O %%.i E Nmitt T co O Qi = O N T_ T r CN CM o z W Z E Occ a U 0 Q p JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. 3.1 rn 3 m -a- rn S C) 0 J r+� 00 N tY m rn co x 0 0 0 rn I N eU o' C i rn c 3 tR a N N v a 0 x v c iu i CD t7 0 U i N N O a a 0 .a U J uw [Z 0 v 0 0 a 0 N a 0 m 0 bo TOM - '-Orr �—-------- c a 12 5� VENT EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS �6'-0 ------------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. I I r (TYP.) REAR ELEVATION - B1 14'-0" RIDGE VENT SCALE: 1/4"=V-0" 1" x 9" SMOOTH TEXTURED 12 — FREEZE BAND T-0" RIDGE VENT T 8"x8" SMOOTH 12 TEXTURES CORBELS 5(� - - —`- — -—�--� 12 5 3 TAB SHINGLES. ROOF -- _ - INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. - - HDR HGT. 1'-0„ 1'-0" -- --------------- - ------------------------------ ------------- TEXTURED 01 CEMENTICIOUS TEXTURED FINISH ON C.M.U. 3'-0" 70, p CEMENTICIOUS (TYP.) FINISH ON C.M.U. (TYP.) F.FL. +3" SMOOTH TEXTURED BAND RIGHT 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. R703A 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. Lrt-h n n_, ��ttyi;3tdfElPtF, ` r \,d t `A.O W N 5 SE - o <V <,y 3 J6 O c? F= L.., ." 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. W QO U) r- 00 M W� n ;k N ti°hEwa �i M Ct 5 LL CL ai 0 r fA (n M LL LL 52 a. W 00 0 Ill:jro W N X o J �gc o Z ILZ L a �' u> M Z W cn p N O U U J y W M � N 0 — o 0 <C — N 0 o OC) �y N lotsW U m J i- - oEo L U z C) o us r- U) • r N e� o Co J W M o Z Z < ILL. zo >� Q® wzca Z® od a< 0 ,< o � tV az o �w ¢ y- C1) c <Zro < o m0 W I— v m <W Z Cn ww U as a� o r mi CIS > ° ZQ aF 0U > L L � � Al W @ (7 > ■- 7 O N C o 2O /, m E N r- 2 N CDcM T CO LO CD C:)00 T T F M o M Z =3 E O N c d E U Q O JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. 3.2 2 1" c�1 - 2" Zv CD 1• VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" °,N iv 0 m _ iv 32 11" 3z'l 11 12" 1" RADIUS 3.1/2" RADIUS 1/2" 3/4" RADIUS 4 1/2" RADIUS 21" 12 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS 1'-5�' VARIES VARIES VARIES VARIES BASE c "' _ rya T MIV = 4 r'IN in CO CAP iv io 1" 1" 1" 1" 1'-4" 1 1 1„ 1 0 1 CO N BASE 4" 3F4 c%Nv 1,� �n 4 4" 2 +=ITV SIN � VARIES 12' ," ,,, 2 2 • y_4"L N 2a • 11" 2 � 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OF OPENING 2" 8" 2" rM 1'-6" ki 0 (V 1" W 7 1-1/2" THICK W � 1-1/2" THICK 24 4 IV IN �M 4 2 4" d. N 10 10, 6" iV 7IV r� o� 6" 2„ 2- iv � �ISV 2„ 4" 3 24- _ 00 IN 4 1 " 2 W Q 1-1/2" THICK 2'-4" 1-_4 - 3" 12" A Q4' im �- N 0 L L T'f • 32" �Ch M 52 1 5 52 51„ 4 t I 3„ � 44„ VARIES VARIES 4�� 8.. r--------- cv I _ I - co i R6, VARIES VARIES KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" - CO - YSTONE F11 OPTIONAL 3. 3 4 rKE" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" CV CV Rg4r VARIESwpm 2" 00 N 1" 1" 1 " j�— _ � �. o o0 0 �t Ch M T NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10" 1'-4" 101, 1 s 14' 1'-64' 14" o N CV T 12" 54" 1'-12' 54" � 7" D1° 1 N iv 1 2 r GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH a co n u.► i•'a, ® E L0 .� f`�/,�l4'`� �lt��1�l1l1 iltlltl`�1�\ 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. MMW W Q p N U) 00 co r` N J 5 W N b0 m� OrD J u 00 ai Q rn n ^ aj M V � LL fn N 13 Co u- a a a O Z mrra y >SJ ia a grn a� O aNm ILW(��Q Z Z U =� U) O U-j ti ZO W 00❑ V 7 o g Z allillimm J rz N M Z w � OW N p Ly N in (6 r— W U W J - E al y yU U) 0 _ 0 N M O g U- C' O zo o� >o Z® oa H Cl 5— &a � � 0 O Wz ¢o wz ro rp W C z I< m0 O Z� co J J 7 Q W zz N a0 W � CD O I a v z{< 03 N O > Ln I.J� N ^L W � .� 0 O U O t.L ly ^ Y O 0 ''0RR V m 0O T o N v 0 T LID O n N T — E c N M 0 M z E O E ZB a 0 -j Q o -0j JOB NO : 20-8093 SCALE : AS NOTED SHEET NO. F 1 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 LIL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501,17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PE5W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH jR 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 O EXHAUSTFAN I O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THE'RMOSTAT ]M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (✓ T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP MAIN 0 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu UNDERGROUND jDisconnect POWER CO. FEED ,.. 1 INTERSYSTEM 4 Bare Cu Ground •V, qi I, BONDING r, #4 GROUNDING WIRE V TERMINATION PER NEC 14, 250.94 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. C.M PA �O I CAFE \ III 211 I VI, MTh PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER OWNER'S SW� ITE T / ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE / U M-1 RECEPT. FOR ALARM SYSTEM ■A■■■■■■1 I / I I I I I I I I ` I j\ FAMILY RM I � � ROUGH -IN FOR OPT. CLG. FAN/ I LIGHT PRE -WIRE I U.C. OUTLET I FOR DW I U.C. OUTLET I I I GFI Le / GFI C—---------- GFI �— —� I I O Fr I D.W. I L — — —J / / I INK k DIS \ it T— IPENDANT AS \ / PER SPECS \ / / - \ / / to db WP H.B. GFI DISC. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER LOCATION WITH BUILDER H.B. W IRRIGATION VERIFY LOCATION FGFI W H D ELECTRICAL PANEL O I I I I 2 CAR GARAGE I I GFI FOR GAR. DOOh GFI GFI @ 44" A.F.F. I I I I I 11 I / I L— — — — — — — — — — — — GFI @ 44" 4k A.F.F. 11 ■�■■■■■= III M II II BEDR(f%D'10M 3) I;. I� :ROUGH -IN• - ■■■■■�LIGHT PRE -WIRE 1■ I� .. ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" Iul s Q �0 Q CV 0 N GO 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. CD g o MN 8 N � J Q oc @ 4r�7 J LL •j to N u , W N N r` J Lu LL M c u- a Y 13o -mom Oo �Z/ W J 5 'gip N (O LL OJ13 Z LL0 W co - 0 a Z N M Z X N 0 d U U D N W ❑ ....1 ❑ CD� o'D z M � z � U O N W o Ly N t;a RigW U J — E i Z .; U oo o c � d • N o c m o W 1 ai E o E: U =o Wo � > <s z® wa rd X❑R. ❑❑o ❑ Z 1Q.1 to a< wo ❑� wW ! L Qp m� to N ❑ J m G N o 5o , a Z �w W U �� oii �k �� J � o < w¢ CIS �° ou 0 2 O = to a; W ca 3 ._ 0 o O A/ LL CD �\ a Y > o O a� m o �..i E N T -Q co O O 00 T= O N T T E c M Z Z E O d E U -1 q 0 JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - B1 (TRB) ATTIC VENTILATION REQUIRED I 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 SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 21,00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 (Zone 1) 315.0 276.0 —NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL, ROOF PLAN - ELEV-B1 SCALE: 14"= V-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 < the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. 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 th following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) -a Ri IL w � {e �5 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Am disk Q CD n E � co O � $ N n # v 0 m4 � C.# LL (PJ t1 cn r r- w N v a Q �[ M IT 0 Q: W0gT 5 'Fa N O m J Z IL ¢on Lo cNnz rYNO N W OU v ❑�❑ W ( D 'n Z N M O � O J QL M N^, - N M ���pn� 12 W (D O u- 1 ' C W ® 0 U OLLi O (n O IasiH W N _ o L O } ziW l « N O W O W M z o z Q 2 LPL 0CU zo Wo ? >F, ¢� O P OU as 0 OU O, Q CDXz i a z WO ¢O tt W w d (6 m0 O TZ J a 8 Cn o� ZgZ z mom N Q s 2< wLL j00 a �w 'S ao �- O GO V 4l z¢ � O > Lo Li. N W .! 0 o O M LL > N C U o O �1 O 0 r 0 o N M I O co CD 00 N LO r r .— N M o z E O 003 a_ a U .°� Q r7 � JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. 5 C C d V-6" 5'- [4n@ TYP @ 1 STORY U.N.O. A S3 AEG [s$i111 5'-28" 7'- H.B. 1'-4" r--------- +— --- —; ° --- ° ---�-------'-: — -- BUILDER TO +-- -------I - io (2) #5 REBAR 4'-O" 12'-1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL O 0'-U, :: I :: PROTECTION I WHEN REQUIRED ■ I :: :: I : PER FBC . 35`4" 20'-6" 3-1/2" MIN 3000 PSI CONC. N SLAB FOR HERNANDO I `� J ,r, COUNTY ONLY Cl) r S3 I S3 3-1/2" MIN 2500 PSI CONC ; SLAB OVER 6 MIL VISQUEEN 2'-72" 4-9" 4'-10" : ' VAPOR BARRIER EDGE OF SLAB 2" ■ I CJ :: 1 GJ I : BEYOND WALL CJ r a, r' 6-3" V-10" 3'-6" nN r OC14 VERTICALS w/ in PT. 7PT. in FILLED CELL ( I o -3 1/2" 2'-6"x2'-6"X1'-0" FTG C' W/ (3) #5 E.W. T-5" SLOPE? 7'-1" (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I " ; AHIJ I I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. : N CC FILLED CELL 10 '- S3 � CJ CJ co CD Too 25'-10 2s" / / 9'-5tzs" — _ — — — — -- — ■ 2'-6"x2'-6"X1'-O" FTG 5-3 W/ (3) #5 E.W. 14" ( L (2) #5 REBAR INDICATES FILLED CELL w! 3000 PSI �' / PROVIDE %2' x 9" LO CONC. GROUT FROM FT. TO BEAM / / RECESS FOR FRT. OOR SLOPE I -� S3 d CD VERTICALS w/ in FILLED CELL W/ (1) #5 REBAR VERT ABOVE SLAB / % / HVAC CHASE TOP OF CONC./ PAVER T BE 4" I / 4'-0" 4'-4" 4' 6" TYP ALL PLACES SHOWN / i @ BASED ON 0'-0" BELOW FIN. FLR. / ■ ' NJ IN ■ HOOKED FTG. DOWELS 5" EMBED I / i LOCATION • '......::::::::::::::::::::::::::. .... ' ...... W/ 25" EXT. ABOVE SLAB "GRADE 40 1 ' STEEL" /i/ -----.------� 4'-0"10 16'-10" 12'-10" o 10'-10� STEPS AS / / PROVIDE 1 %2' RECESS / / I r REQUIRED PER FIELD I FOR SGD. REFER TO / � KITCHEN ISLAND MASON'S SLOPE FOR / / OPT. . '• ..""""""" : ; ,' ' ' / LOW WALLS : . icj: 4 : ' ' : : CONDITIONS WIDTH / CJ I ------- - - - - - CJ REF. :: -L-CJ ■ CJ I ■ / - - _ 7-� _ - I--I-1 - - - - - - - - - -� - - - - - - -___ Ij II I - - - - TYP@ 1�-- L CHASE TOI- D I STORY U.N.O. .N.O. z o S3 � d 00I i/ L� �- 60 III S3 ( / I _� -- I i/ SINK I DISP + f M I 3 1/2" ! / I # 0'-0" 16'-0" 2'-94" 6.10 (� ■ Ili o ML_-------- ._ I---- ---—— I-- --------- ..---------,_i ---.._--s—_._.----—� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■• ■ IN ■ IN ■ TYP @ 1 STORY H.B.I U.N.O. A I S3 1'-90" 1 3' 2'-101.1-1" 1 5'-1 FOUNDATION PLAN MONO - ELEV-B1 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 LU � a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" 45 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" fLJ a" ASS k� w Q f . c,5 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 Q E O 8 N N rn t+ n C'! '! LL w IL a Y > z L "y 1Wi (6 L O C9 o t6 � W co W .- �gpj6' ¢ LL Z LO rNjZ a 0yO N O U U J y xCLL0) W ❑�C] z $ S C♦; v, n- N N V) M v � LLp 0 v ' w o N U) X U) 6 =°r° . „, +— — E ® 8 _o N O o w M o z z¢ tt Q E wo O 0 >N E OV w? z® ❑a I— (6 0.0 K O¢ = O O� O E N a O ao ¢ a Z r� • ([� (n {'- - ¢ z < U -2 .0 ° z ¢ J i yZ z > Cl) 50 Q 2 LL d �w C-3j ao ak T >Ox o v w< z ¢< a1 N O Lo N m ^L1 W m O O O Q Y o O o O Q o r o N �T co (.0 00 LO T i O T T E c Ch 0 cc Z E O cc d E U -j Q p -j JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. 6 a9;3 TYP (2) A ro A S3 ENCLADDING W NDFPR PRESSURES ANDOSUUC SUCTIONS DESIGN AN ROOFOHEIGHT <_T 5 ftND RSH 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 (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] AREA ROOF 1 2e 2n 2r1 3 3e 3r a=oft HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 -- i---�---0 --T-- I -- 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 ® 1 r ( I c a , ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ROOF SHEATHING: I O �® SHINGLE: Yl 'EXP. 1 CY16) or fY32" EXP. 1 (32/16) I TILE: fY2" EXP. 1 0346) ` NOTE: I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %8" x 0.113") NAILS I 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'Y32', SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2'Y2" 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 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. (2) A U J1 CJ1 M ULID M U U to CJ3 CJ3 CJ5 I CJ5 I I 11 II EJ7 I EJ7 II 1 1 I EJ7 EJ7 S3 EJ7 EJ7 ' (2) X EJ7 / It 1 EJ7 rrr II�r rI / 1 EJ7A 1 1 I EJ7 1 -- D1 I S3 IEJ7A EJ7 I I U) I II Q IEJ7A AG1 I I I I IEJ7A I 1 0(2 C)p I EJ7A X � I 1� I EJ5I I IEJ7A T \1z U M CJ1 EJ7A i U 7 CJ3 EJ7A 14 EJ7B L Vi1 EJ5I 'I 1 I�I EJ7B ¢ EJ5I1. I (I I 1' CJ5B 1 EJ5I " I IIII CJ3A \CJ3 U CjI co LO T a, n rn ¢ M Q _m Q _m Q Q ¢ -. U ¢ Q a a Cy v CO co 0 r Ill N v M N CJ 1 m U U a Q a -¢ a Q ¢ ¢ Q m Uil U U A I i a i I i - A cf\ (2) A (2) (2) A A A S3 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p 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 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS 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)10dx1-1/2" HTT5 5795 518" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS 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" SDS 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 w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 1 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY 1(2)LGT2 V 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 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 (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 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 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 FOR ROOF FRAMING DETAILS E (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 S7 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-131 SCALE: %4'=1'-0" a tw1 N A �t�o � °j�vaR{lIAA� a3 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. H H a o f o cc,)$ 0 n Nnsk N LPL 0 m � J N Q mono° N M V EL. wa y Y (ULLU_ a w Z 0 0 m� Z 'm C� 0O O W o Q Q Q Z IL LL M Z Ln O ZO N U M U _1 vV) W ❑❑❑ z N M o g z z o Q J n cn zC21 �V) fa W OLn W o all W J F— — E — z 8 U•.. z U o � 0 • N o W M M 00 z fd J ctf E � O < R O0 ca EO za ❑ a UO Cl C:,E 0 ao az N I@ <Ko ¢ W L M - ¢p Y �o m 0 o 0 W ¢w 0 50 CL NW U aE �G ¢¢ '0 CO a ¢TUU ZIx c C:)0 > Lo L rn m ^, W M C9 C)o W N .-. Qn C o O �+ o V L..L Q) co O L_ N T fd CS �± M co 00 LO T + O T T� O ai E c M o Z cc z E O cc c a U _j Q 0 c a JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. 7 d. 44 a rn x m rn N °3v v x CQo O M 0 ao N W �t- rn Lr W S can 0 Z. rn 00 I N GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. T 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load �� GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 3 E ILWA no 8F20-0B/1T 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F32 1 B/1T FORM & GROUT SOLID CV Q O W �U 0 #5 BAR CONT. 8F12-1 B/1 T "V" LINTEL DETAIL SCALE = N.T.S. ' P � j main mnn I I s t9 9� TYPE DESIGNATION #5 REBAR IN, AT TOP (1) REQ'D ALTERNATE POWERS F = FILLED WITH GROUT / U = UNFILLED 1/2" d R = RECESSEDC 4-1LEAR STEEL LINTEL QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY G ° M.U. #5 REBAR AT TOP q w e° ° MIN. (1) REO'D d 1-1l2" CLEAR - J 81-16- B/1 T a z ° ° e ° n ib � z GROUT tNOMINAL.QUANTITY ° r` J Q Q U) F m Q C.M.U. OF e 5 REBAR AT U) = - (n WIDTH #5 REBAR AT ° O BOTTOM OF z - a U) F Q TOP "*-BOTTOM LINTEL CAVITY W U (n � \ 'L NOMINAL-D 0 (r o p � HEIGHT REINFORCING Q'� (7 co Z 7-5/8"ACTUAL PROVIDED IN Z Q w- D D 8" NOMINAL WIDTH LINTEL Q =' b � 5 REBAR AT BOTTC (VARIES) Ld U) u"�i a Qo �, Qo AS INDICATED MATERIALS 16 GAUGE POWERS cTf` precast lintels = 3500 psi. STEEL BOXED LINTEL 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. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7132 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4'=1'-0" I)�L� tRtili 4�/! CD •. • • i.•••• ' VI O 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. N � r, Co o E O M Q to n Xk v ® O oopp N 0 CC J LJL aD N 4k LL W tl9 (l) C!1 r ti O J Lu 0- LL a. \ ejMOV SY� JLLLL a W S Z : I WW m CIS 0 W N (D - J Z LL IL r°�pj6' ¢ a N M Z W T 0 Z oU U vvi W ❑ ❑ ❑ N c') o QN 2 o Q Q V. el - O_ � Wv)cu - N ^, Z W (.9 0 LL U-1 V O Ul w o C u; +J � c J I =�pW I S � (� ) Q e o ccon w Ow Z -C'J, LL- E o zo ;= W z Z® oa f- rO CL X 0 00 0 U ZN M CU It az wo ap wW ¢ � �z m0 r 0 mm >¢wz V, Q Fw o 0� zz go a NG a_ 6. o �r w� �10° 0 z¢ a �3 2O 0 = U-) L 1 12 co 0 .! 0 O N cc � ^ V ' O O m � E N T ra O = NLO r T� T E c N Z Z E O E O -mot JOB NO: 20-8093 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 NOT -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 Y 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 R308A, 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 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 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 SIMULTANEOUS LOAD OF VERTICALLY PLF APPLIED 10 0 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: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615/ A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20", 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH; 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: �„ 4. 1. 7. WELDED WIRE FABRIC (WWF)' ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2. 5, METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4, 4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2, SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T 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: 4.7 4.8. 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) 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 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 methodjs 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 V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall coveringand final earth rade shall not be less than 6 inches. Exception: Pgaint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 C ncrete overpo r and mortar along the foundation perimeter must be removed beore exterior soil 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 by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 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 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C, FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. I 1 i a >� P d � 01 Cj w Ott .� �0' F wwww; �ww ww ww.w xea oa *. O !F E S S\ 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N 4 � c �O (14j $ N r 5 Z � Y 6 ® 9uoao'n u wa N O U- Lu a. JuLU_ a-W -@c m 0 0 c0 rpN� m O J W W LL 05 c, d � a a Nco M Z W to O Q U _j tV Z OU ❑�❑ W M � M � z N M o g z f V I N - N M z CD o rL a-+ Lu O 0-, V7 W g c co JK wig �o r ammmosom C) as �=MMMW < u) w o ®® N m w cM M z ¢ o oo z 4 __j u a. E ® oo a Z o. d U ao oo H � XU a� � o o< AV o CV i az wo ao ° w N ci C e ` � mo p oI ffm m ¢ aw z z N N Q o< E zo �U �w U 0o w� Yo a 0 O >LO L /�► to C� \W C:)tY U C0 LL > N Q C U o O 0 to C3 Cfl O T co O C� 00T r W N M o Z z E O i u c a E c0 _j Qj a o JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. SN 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 T-0" STUB -OUT FOR 1'-Oo o " GAS METER 0 -' o U O f CV 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 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'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'41 (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (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 Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + 1/8" gap ° 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 90' HOOK BOND BEAM W w STD. 90° CONT. #5 BAR T. #5 I HOOK �F BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI 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 Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/min. Small 2" min. 2"n } gap max. � 4 max. Q Clinch nails when possible Tight fit L 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500su 9-112" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. SIMPSC w/ (22) NAILS 1 5/8"[1 THRU BOLT SIMPSC w/ (22) - NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF i ' SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900plf max. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists Load bearing wall must stack meet over wall, or wall stacks directly over wall or over squash=20 blocks and beam below Load bearing wall must stack over * Non -stacking walls blocking and wall or beam below.* require additional wall or beam below.* Joist consideration. Check local building When joists meet over wall, provide code for appropriate 11/16" 1 314" minimum bearing for each. I -Joist can be offset PLUMBING LINE details in One 10d box up to al l avoid areas=20 of high kor--20 sinker vertical plumbing TOP (2) #5's x 4'4' 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE lateral load. nail each side A/C CHASE 4" PVC PENETRATION at bearing. JOISTS OFFSET JOISTS •7 SLEEVE THRU STEM N.T.S. WALL d a A a a Provide adequate bearing Use 10dx3" nails at kwalls �I I I �I 11=—I— — ° e: a a'. for each lapped joist. •• �— ' blocking panel *Non -stacking — _ r i — _ , . • -`r 00 Squash block 10d nails SECTION INT. BRG. WALL require additional consideration. j�r —I_ _ FINI GRADE (2x4 minimum) @ _ _ _ _ — — Bearing wall, Versa -Lam LVL or N.T.S. _— III_— �—�I I -- I I� •° Ef1ITI-rI—�7IT I Glulam Beam rI rI �r TI=1Tf='— rrr NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges rl 6"" A %" ROUND HOLE MAY J q 6" 6"^ BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" NOTES: DO NOT CUT HOLES LARGER THAN 1 2" ROUND IN CANTILEVERS. 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. 1%" 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. Backer block (12" wide min.) Nail with 10-10d nails. '-,,Install tight to top flange. Joist hanger y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is !laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I —JOISTS BUCKETS N.T.S. SLEEVE THRU STEMS SEE PLAN FOR----'°. , .. FOUNDATION INFO STEM FOUNDATION l REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. N SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION a - e d 'C A •' a A 'A io Z • ° • A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 Q C .d A .. °' A ea G a a .. a A. a M� a SEE FND. PLN. SIZE & REINF. C) r f <P/'� R,����111lf19ilff ?P� g• O F � S +i 8.119lt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Qw �E IDF- - O M S N a-o N m J LL 0 7 co N vt LL W �N �040o JaY B CaLL[L awl J O Z_y m c O v Ir W '' N (p K J Z IL U) Cj a N M Z W SQ O pV U vVi Z W ❑ ❑ ❑ z N C7 o o z (o z J N M to z a C9 0 a--+ U O—� N r.ir o v w — E m i •....., .o 0 c co w co coo J n ¢ Z U_ QE O E N �o g0 S N z9 I-- E O C x o U a� az c) H p °z wz �� L < p .Z m o O z QJ J a ° z z to Z go o= a mw w< >° o c V is a °3 NO >Lo 6L L m Al W � ._ 0 O CD Q Y O C) /•► s /�\ m C0 (!� O M N Cif v/ 00 LO O T E c N M 6 z O 0 m E U J o ai Q 0 J JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. SN 1 7/17 71/17 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR %" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10 4' (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"0x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'4' (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C. NSULATION PER CHART ON FLOOR PLAN } 2x P.T. PLATE 1/4 DIA. X 3 1/4" TAPCONS @ 24" 0/C & SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD SIMILAR AT FOUNDATION ONLY „ @ 6" MAX FROM END OF 2 x PLATE III:5/8"° IMPSON SP1 w/ 10 10d NAILS x 10" "J" BOLT @ 24" O.C. W! ( ) SIMPSON SP1 w/ 10 10d NAILS IF NOTED, THIS REFERS TO THE ( ) FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS TYP. Cl)M (TYP.) WWF OR FIBERMESH ELEV. 0'-0" ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PRE ENGINEERED WOOD ° � a A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @24 O.C.) 2„ x6W1.4xW1.4 ) INCLUDE THE WALL ATTACHMENTS 2/ 6x6W1.4xW1.4 CH MEN S • � ° ° TRUSS GI 24" O.C. U.N.O. ° - -III—III=1 P I� —I D' �I a Q e° ° a s Q s ELEV.-0'-31/2„ ? WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ I-1—I I I I I I I I I —I I= L=, �f I �I I I„III — a ° a a s d d a° 2x4 CONT. a o ° ° a A.F.F. p ° �- 12 METAL PL. UNDER EA. TRUSS MOISTURE BARRIERII -I �I=I '—� I : II � 1=I I — I —I I �I � �I I �I I I I �I I �I I � I r I a a ° a a a d a ° � � d _i — ° ° ' I f I (�1/2 (min.)- 4 0, b . _ — " " ° • - ) n > I � — I h�1/2' (min. - 4 O° (TYP.) VARIES 1 I �� I �I I I i ICI II II I a a GARAGE DEPTH VARIES a _ _— „. — 31/2 (min. - 4 �I I I _ _ y 31/2 (min.) - 4 -I I SHINGLE ROOF 8" ° ° g _ -1T�1Tf I —I I - �� INSU ION LE ROOF SHEATHING - SEE _ (2) #5 CONT. 4„ ' �'—"'V 1,, ' `� 8" — — I—I-�- -f 4" '-4''r8" SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING(2)#5CONT. FRAMING SHEET FOR MI U.N.O. SHEATHING AND FASTENERS WALL w/ OUT UPLIFTrGG GARAGE SLAB AT STEP TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP CC �\~'� ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 _ 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH' CEILING EDGE°�S BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE X' @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs' ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS 7" O.C. SHEET 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" O/C .0 N�NUp 5 8"x8"X16" KNOCK -OUT KNOCK-OUT 6" N LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c° 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT TUD 1"x P.T. S7 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN d" #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR �, G/S3 FOR ANCHOR "J" 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. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON 24" O.C. VERT. OR PLATE WASHER TYPICAL 518"DIA. EXPANSION BOLT @24 " 2x P.T. PLATE WALL SEE GG/S3) 8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD O.C. I EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR , ARCHITECTURAL w/ (10)10d NAILS - r 2x P.T. PLATE FIBERMESH �. WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1 A N �� r E END OF 2 x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C. FINISH TYP. ASSUMED FINISHED s = GRADE o p . �, PER MFR INSTRUCTIONS z_ #3 OR #4 REINFORCING BAR GRADE #3 & #4 LAP SPLICE o v 40 MIN. Fy= 40ksi M Cl) o ° 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL z ° D Cl)p. _ FINISH GRADE °O [GRADE 25" MIN. LAP [30" MIN. LAP] 60 MIN, Fy= 60ksi] I D •' r U.N.O. MONO OR STEMWALL ° — — — �. ��� g —III —III— I ( ICI CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN p p P FOR CLARITY ° _ _ _ _ _ D D ° D I— I —III —III —III —III —I ( 6 MIL VAPOR BARRIER i I e. �- _ I — I — r �— — N z #5 REINFORCING BAR w R 1 7/8" �'I I ° I — I 1=1TI=1 I1=1T I1=- ��T��� III 1x4 P.T. BASE NAILER 4 x4 INSPECTION ° D ° I =I I= I= I=III=III= ? D ° I—III—III—III—III=III= I I T�1= ( I T�I —� #5 LAP SPLICE —I (2} #5 CONT. Tl-f�Ilrrl l I I inI I II, 3 1/4" BASEBOARD PORT AT EACH NOTE: g ° D III=III=III=III=III=III- N FOR BEARING WALL —i ,- I= � I=I � =I � = � = � I COMP. SOIL. (COMPACTED TO _ o ° ' I - =I - 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8 1'_4" 8" FILLED CELL TYPICAL I- W/ UPLIFT ONLY _ _ _ _ _ —_ _— —__—_ = o — 95 /o MODIFIED PROCTOR ASTM T TI�--- I I�—T�I T 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR cn _ _ _ _ _ _—_—�-�IT III —I —I I=III=I=I I —I I—III=III—I—I I —III —III —III —I =1 I — = — I— (— —III—III—III—I — I—III-1 I I I— D1557) n— I TT� ' 4" V-4„ #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURBDUETosLOPE -III— —ICI—iII-III=ICI III II�II III ICI ICI III,-III=III #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE WWF W1.4XW1.4 WWF OR n- - FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG 'FIBERMESH' DECO FINISH DECO FINISH 4" to 6" BELOW GRADE „_ „ TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONALS3 ��_ SCALE: 3/4 -1-0' ��3� SCALE: N.T.S. S3 SCALE: 3/4"=1'-0"SEE Ij SLAB INFORMATION. SLAB INFORMATION. v , L r I/oo 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 = � 3 1/2 WWF OR FIBERMESH SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR � I I I z - min.) 4" OdANAILSO 0 TRUSS TOP CHORD FOR TRUSS 13 ° e BARRIER D p 4 cV ° a v GRADE AT 24" O.C. MAX. x . ■ ; CONNECTION INFO COMP. SOIL. ° I oo _ — — — — — — TOP OF BEAM & LAYOUT DESIGN ° ° - - (COMPACTED TO 95% I h - - — — — ° _ 'I 11-1 11—III I I I I' _ -(1) #5 REBAR w/ OPT. SEE ROOF PLAN d N �• - — — —_— a _ ° ° a a �- -- M MODIFIED PROCTOR ASTM D1557 SCfREEN ENCLOSURESTRUCTURAL =III, I I , , I I-, , ,,— (2) HTS20 FOR c 3" MIN. CLR. -I I_ I I I I I —I I I 11—IBEAM 11— I I I I- ' SIZE & 4 (2) #5 REBAR CONT. 1'-4" 1 STORY ( ) _ 4 CONNECTION INFO _ ON 3" CHAIRS TYP. 1'-8" 2 STORY U.N.O. 4 ( ) STD. 90 HOOK (SEE DETAIL) MIN. a a 2x4PT I PLATE 2x4 #2 SYP P.T. FRAMING w/ — SEE A/S3/J/S6 rL g one° MIN 7/16" O.S.B. SHEATHING g TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 w ¢ SCHEDULE OPTION 1/2" GYP. BD. E COLUMN LOCATION Q SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. 2 w COLUMN SIZE AND BASE rM 1/2" FROM SLAB o Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0� '_p11 � CONT. BE AD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5%" " BEYOND DEEP AND 6 BEY � a Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS /DRIVEWAY EXPANSION JOINT _ • 47. � ', -3 1/2" COLUMN PORCH SILL w/ 1/4 x3' TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS ...° , •' GARAGE ATTACHMENTS & 18/D1 E PAD FOOTING PAVERS z "N� "' 'E c� CONCRETE 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 Cl) '''. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8'!O.C. TO FOUNDATION PAD d ! r , ' ' " ' •� STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. 74I iTf .. '.. ' .. ` • I •. I 1,M I I=I I I= �*I ' y I I ,L_ I� �=I `— I I= I I I-- PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS Cl) Z GRADE a =I +. --LI I—f�l ; `• — I _ , — — _ —I I I —I 4, 11 60 TENSION 120#) CONCRETE SLAB d 6 6 W1.4 x W1.4 N M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) — —III ° —III—III—III=1 �1=IT +.;. ', j 1=I I I —I I :' • . -1 I I= T Ir—I I ': ' •, .. - ,_ x T WWF OR FIBERMESH T c7 ;III ° Z � w III —I III —III III —I w _—) °° ' o w —III III=1 —1 z _ = ° BRICK PAVERS or SLAB PER w cn p o v I=I ! a • ° a = _—_ z < III III= SEE A/S3 OR J/S6 �,� ., r SEE A/S3 OR J/S6 co 6 MIL VAPOR - — T= — — — — — — = 1T= f[I=T[T=III 0'-0" FIN. FLR. COMMUNITY SPECS N — — —CIO I—) —III—III—III—III I (—III—III—= FOOTING „, FOR REINF. INFO. 3" CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER -III III-1 =1 I=1 I-1 I III=III=III— MIN. 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) —ITI I I lTl-1� I I I I T— :e• PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STORY) ( ) V-8" 2 STORY) ( ) 4 4 „ " a �,. SEE FOUNDATION CONC. PAD INFO. FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMINGrCD12 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"=V-0" S3 SCALE: 314"=,'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. I r� , •+� CO C) ' r , IF 11IIII1 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 porlions of the drawing pages bearing Engineers signature and seal. en F Q of'° O 24 O Xk J Q 0 CI •��O N LL 7k - W N rn _ _- ai rNi(:D _ w a- 'la Y a aLLLL L 3 Z L S 06 @ N 0, O 10 Z ILW 00 a N M Z O U Q' in IS U _j U) W ❑ao z N M og z ¢¢N z O Q Q (j) N zCz0 o LL Cn (� rn rn Um 0 w s N r w U � W J — E U o N � tml N 4C o w m M N� o z � LL Q E E 0 z o 00 1 > zo <R ZO oa IcoO cQ. E ROU oa L)CU a� O C> dz O ¢y o az W L Y mE O , z z a=i J ° m 10 0 > z to U)- 3 a o¢ Z dO U irs o' =k O J z Q¢ F YO CD d zR a OU °O >Lo L ai C CC .N! o C:)L.L CN Q C Y ^ O m O E N d- '� co O O O M cD °n° Ln r O r r Z M o ca E O c c d E U _j a a3 Q p c JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 m c N x 0 0 rn c I N m rn c x CD 0 J rn co I N 9 c i 3 a N N i� E E O S v c c J rn LZ 0 y i a 0 U J a, LZ 0 ra 0 0 a O N a m 0 (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 3/4" FURRING STRIPS 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 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 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d w/ (SPACED DRYWALL NAILS TONT MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM PLATE —] INTERIORHEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4. 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 + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _ _ SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 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. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F SCALE: N.T.S. S4 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A 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 111" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d d a d G , 811 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: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J '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 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 01- �8x8x16 C.M.U. GARAGE DOOR 111-111 ON GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .;, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF p/NOoly �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" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KK 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) 1 (1) (2) (1)LSTA30 4' - 9' (2) 1 (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"xl0" 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. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (�'P) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBTLOCKINGW/ 2-16d TOE NAILS EACH ENiD FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD z a 2x TOP PLATE /V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCKMTM- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF AB., SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+^ F= 2240 LBS �7�+ SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 -, a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS - SIMPSON SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING -11 NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS 1I SPF) N. 8" PDXIED A.T.R. t &NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE /- 2X BLOCKING a I a 2X8 P.T. BOTTOM PATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(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 STAGGERED d / d �Q d. 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING BEYOND. A N -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • 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 R SCALE: N.T.S. S4 f� Q LOCI- I� N _ 1 ��N� ,�_ ' R �,,� F i- �s �"r,r0 F E S S\ �F°f/f11111110 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. F Q o£ o M LO co N r k 0 (0 xtLLw ni �nco� COI- �� U- wa a Y�n a r6 "! JLLLL 3 , Ui a- W y° 0 0 ~ w Q a LLW CoW N o -, a `— M Z J ZN O U el)a U ❑0❑ W M � ME z N M z o Q Ln N z Q)LU v o 4-1 fa N L C:1 a 0 wLn V) W ca ca g _1 I _ = U o' y C U) N 0 .Q ° sm ti o M w M p G U_ Q 0 E o w �_CU '=s <� z® V < I— '6 Ao X 00 Do ° O E o N N no ¢o Z L =3 0 Y U mo o O � Z J a z Cn u7 oa go Q U ?� n qW o _ < �o o CD W 0'W o U3 0 > Ln m n� W � c� ._ 0 0 CD aa)i II C Y > O C)Q 0(0 W m 0O T t0 O 2 T 0 r r E C0 Z @ z 3 O E N n E U J Q 0 J JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. S4 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 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL � (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 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CROIS BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d Ir "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)1 Od 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 wl (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 NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD 7" CDX ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS OSB SHEATHING ATT 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE 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 MAX 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 L DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" C'DX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 1Od NAILS W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48' O.C. ," BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2 NAILS AT 6-0 INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3"' @ 4" 0/C TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB F N K" `���'� 0' 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 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 N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - - X-BRACING, AND TOP r "' "' SEE STRUCTURAL CHORD BLOCKING N F NOTES AND NAILING INFORMATION = SCHEDULE FOR ' SHEATHING DETAIL BXNAILS -WOOD TRUSSES `° - ao 1 1 _ 0 1/ .,. 2"x4" CROSS BRACE (2 APPROX. 8" FROM 2x4 RAT RUN BRACING % RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3)BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANSNAILS ATTACHED W/2-16d @ 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 WIRENAILS @ 48" O/C FOR THE () 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL "" (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF 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) 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. 55 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "'L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ 2 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2X4 BLOCKING W/ EXT. WALL CONN. O 1Odx3" @ 4" O/C (2)12d TOENAILS NON - LOAD'BEARI G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0° S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 91NIMUM 2x ,ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 TOENAIL 1 (2)16d NA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 I JI , ° 11 II all m \ 11 II I� II 4`II . L `CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES �-MIN IMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C UVnnn 701 IOOCO 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ , z w \,BRACING w/ (3)1 Od x 3" ATCL EACH CONN. @ 24" 0/C ,-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - S-0" 3'-0" - 6'-0' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FALL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) ,—GABLE TRUSS `—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. �qc� o a CORNERJACK 0 Y 9: w z X O U HIP FRAMING REFERENCE PLAN E S5 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d 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/ 10d NAILS @ 4" 0. -0 TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. S5/ DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB91 SCALE: N.T.S. S5 20 -0" MAX r CONTINUOUS SOTTO CHORD BRACING 2X4 MIN. aq �'I1III e 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 AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 1 LO c' a r , rf SE 'rram`' • . N CV • _ .,, j �.J Ij s •�. ' . .,FL r O F E SS\o q`e 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 Engineers signature and seal. W 'M Amok 4 - E co o M N v LL c:Uj 0 to -9-20 Uj rn I (Z w - a.YYnn �M� JUJ-� a�0 z Z -° �I =�� �So 'm9m wO� WW 0 a ZZ coN �rn0 OU<JN ❑ ❑ ❑ W z �o o0 Q �a C (Dr 0 ru L9.J N U 0^ �Ln o U) c-y o-.. z WO In E L 3 0 o N 0, U) • ® p 18 w M M v ¢ a Z Q g U- ce E � O Zp W O 'z YN a R Z® od Xo U a0 0O p °z CZ)Q2 N O <1.mo W= �� �� Z$ OOUYU ZLL � W zQ � z �U wLL a W o < Sz =� CD w >° aF z¢ o3� N O > L.n m Al W D c� ' .- :3 O CD 0 N U O O 0 /�� W to 0 70 T' (0 CS 0) � 2 Cy CEO 00 L() r t) r r E E NM 0 z Z E a ca J ¢ o JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. S5 u z Z " S 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 �1/2'" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION M' 8 , DOOR JAMB (REFER P T TO PRODUCT J_ To PRODUCT TO PRODUCT PROPER INSTALLATION DO NOT DO THIS. 2'x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN.#5 1x4 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 1x4 P,T. „ FURRING 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3 LONG FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS #5 REBAR ` ' (TYP,) TYP, AND NAILED W/ 8d COMMON @ 6' O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING �� O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH TD.90 a 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH 1� 1x8w/ 2 ROWS �� 1-1 /2 DETAIL () 3 DETAI L HOOK(TYP.) STD.90^ ` FILL SOLID TOP & BTTM CHORD, AND 8 @ ( ) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) t t FACE NAILS 10d @ TRUSS VERT. TAPCON @ 16'" 1x4 P.T. DOOR JAMB (REFER TAPCONTO PRODUCT >i Lill F METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1x4 NOTE: T LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16° 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH *2'GE TAPCON 16" O.C. & FURRING @ END w/ MIN. 2" EDGE DIST. NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w! 2x8 P.T. ATTACH SECOND PLY w/ ' +2 w/ (4) 1/4xl 1/2" SDS SCREWS ..S REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4) 1/4"x2 3/4" INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES ' ` TITEN t5n BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN ' FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 114" x 31/4" TAPCON (1 1/4" MIN. A -A _ 16100 #FOR 2 STRAPS % ' FILL 1st 4 COURSES SOLID WIGROUT EMBEDMENT INTO BILK.) 1/4" MAX 2"_p"' $"" 1 PLY PRE-ENGINEERED TRUSS '� 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4) 1/4"X1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2114"TITEN = 2150 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION :• 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. � '..: _; SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL ..,.;•. OVERRAN .. ;a:.;, ;: 4. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3l4" T01 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4WOOD ) () YV * DOUBLE 2x4 SCAB FOR Z-6'" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REM. START OF ARC @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. UE 1/ TI EN (CENTERED) w! / (1) SIMPSON X O�FRyq� TO TRUSS TOP CHORD USN. AT 1 + CF NGT1HY j -O 5 -O " SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE / + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + BLOCKING AS I WISH FLO ° 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH " �� 1/4' x 31/4' TAPCON (1 1/4 MIN. B-B ROOF SHEATHING ATTACHED / + REQUIRED _ ' P D EMBEDMENT INTO K.) MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS #5 BAR BLOCK HEADER >�/4' " 2 -0 8 SOLID BLKG. AT TOP BTWN. ARCH O SIMPSON / 5 12d NAILS + + SOFFIT + p . , ° p 9 10 ° o ° CENTERED W/ °� IN TOP - 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP r r EACH TRUSS . P ° o g KNOCKOUT / N / —� a CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d s s CONNECTOR �� — PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF T AT EA. SIDE / 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCKTAPC- ( BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON TI MIN, OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. / ENTER SO IT DIRT D z TO BE INSTALLED 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ' ° HOOK N °ffTANDARD CD (NOTCH) SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL TR DEPTH 2X4 SYP #2 CONT. (MATCH TRUSS SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4'/? WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. ,• o e ,. a v ,- ,. o o . ,. a ; ,. Sk ANCHOR INTO ARCH BLKG. HIP, STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B_B ARCH DETAIL DESIGNED ONLY FOR THE SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2"" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6"_0 � EPDXY MIN. 6"EMBEDMENT & ` 0 o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER — 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , 0 v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL D o p w n A REINFORCING AS FOLLOWS: a * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, c c — g . _ r U z #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ o , - EXISTING FOOTING 2 #5x6, IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL —I I I ¢ ;�, cn FILLED CELL SMOOTH. DO NO FURROW. - e o o I N „ DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT GRADE o tTT `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP t> o A O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE n `�.� REMAIN FREE OF MORTAR. NOTE: `' z \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. g o ` ��a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN, 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY or A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4„_ -1'-0," FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. f 1 %e p RJL— ,��4�ee3li1i1011/l/ ®P SE � V i V N V!` � :• Uj o`'sc Ot E 1lEl 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 ,f �v o E O q 8 r 000 r` N (0 0m�� G oo ao �' sk " Lu 0 a(Ij 1- M v Li a a Y J LL a W m N co W OIL •Z 0 - Y, ¢ a ¢ a ILW N cce) Z Q� N O U�cvn ZoU W Z N o z co o z o N N M z o Q) U 0 +1 ru w 0 c w U0 Ln w � U cMI o I I z N ¢ o W o �U_ U_ ¢ zo oN Q o E U 0o ¢z zo °x t— cc::E xo a L)o a Z N¢o 4) z a0 wz - L Cn CY mg o zFF UJ m a w c 3 o go az U¢o �_� �k O <a ;a O co tt zl¢ d �_ o 0 O _ > L.0 L � m N (0 0 O .� o Y 0 O O m O CNI io O Gi) T N T O � M M o z E O d E • • U -a a3 Q p c JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. Sis CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 B FRAMED RIDGE MAY (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY 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 21 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS it TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING CH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EA — MA & EA AN TYP. CHORD AT ALL HAND FRAMED AREAS TYP. _--z—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS t►i SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A PROVIDE 2X4 MIN, BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2)12D NAILS EACH END TO TRUSS TOP CHORD A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSHIP SIDE OR BOTH IF Ri G.T G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d 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 At A* 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-1 MAX. w/ (3) 1 Old COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL INTERIOR BEARING 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 INF( (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) 10d 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) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a� RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) li PLAN OR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO Ri ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN Ri ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. A A SEE F SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER 4 PSEE LAN FOUNDATOREION NFO COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=1'-0" 1 �•---� BM. SPLICE OVER �� CENTER OF POST MIDDLE EXTERIOR ATTACHED SCHEDULE 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON B E71 Z 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 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH i 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 9 SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. /--TO ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END B ( ETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d OL VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2 PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C.xx STUD TYP. T&B PER NAILING SCHEDULE & -• MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. ° if, p °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. 4 SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION FLOOR FOR CONNECTION MANUF. TIONS 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 1 13 i M f ,��aaarr3tlltrr� F;�� , ZZ _j �• C3 e-`: •. u' '%/oe�'0kO \x `a' F !i 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 Q � E 0 � O 00 � O N (a O N � J 0 n co N v* a 0 a �mv nI z JLL[� a 0 Z_ 7S _�go— ' L N 7 i, Ri 5'FvNtO m OJ J W '2 2 a co Z a N M z 1010 a 00 U N C) N M O Ij 1� Q � - N M u- � o Q) N+ _ O W o �NCD v U 6 s C21- 2 0 =C 0 ®oo sm o W M¢ o z 2 U_ E wo �� ,R ¢ Ii O �z z® oa ca 0. ° U _ ° p V� O E --a) a o ¢o ¢o az ¢w w0 iiiiiiiiiiiin i . CIDY mo 0, z coZ ro Q W co w oa z 0 a11 Wz N C Cx 555 > w 0. ¢o o� �3 co a dos Z¢ 0~ V �S �O > Lr; � ui I ^L' W ns 0 .� 0 O CD > N Q = U o O 0 ^�` W in o T = N T- co N T C r ui � 3 N M o Z cc Z O IL U J Q o J JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK R 2) SEALANT JOINT 5) SEALANT FROM A 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 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 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- BOTrO PI nniri 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 G 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 rv�onnv� SELF -ADHERED FLASHING DECK JOIST ru�onrrv�a 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN G 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) 4SHING 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 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1'-4" PER PLAN 1'4' PER PLAN SHOWER SEAT a SELF -ADHERED FLASHING OUTSIDE CORNER I w U) m Q Z v DOOR ROUGH OPENING WINDOW UNIT SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/a°-r' BEAD of CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER - SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, FLASHING REQUIREMENTS 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. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in ,Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER nIl , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED (SEE DETAIL NWPOW 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, ` �r (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TO EXTEND A MINIMUM 6" RELEASE ADHESIVE ASSHOWN)SE 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 �i 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. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Wat r Res'sta t Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING ETCH �HERED FLASHING 1 2 4 5 a a d d CC PLASTER STOPt' = W CONTINUOUS BACKER uJ U ROD & SEALANT W W 2 � w �°cl A a FOUNDATION WEEP SCREED JSTRIPOFSAF 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 III THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER e I n Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSS', PLYWOOD, DENSGLASS Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB SF LATH If Cement ER STOP Plaster A NUOUS BACKER ROD over block -ANT 1 st floor VTITIOUS FINISH 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all A J 0 a V� CV 0 CV co CV 0 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. W a 0 d E Co 00 o M `° - '* 0 O N �' CCo y N O J it W jn Qej M cf J Y W 0 _ - a L f0 O� '@ N cD O0 F Cr O W co Cj co M a Z LL co N co Z O U D O U ZIL ❑ _1 ❑ W 7 (D M Z N M o Z o Q n Ln m Z � a-1 cn 0 m U 0 to Rig U `�' � g I I C Di 0 ro 0 ® Il+ N em o to w co z ` o SSz z � 4z cd E o =o Wo Z� <� Z® oa ZC> F- 'd 4-ao XO U Qz 0O p Wz CV � O <om, ¢ W � n7 C - N z oy U �' � o 0. z 'z J a z cn og Z go OEM Qnw a O MJcfl V- w za a o3 O Ln 0�: L. 6 °i m m .! O O Q U O o m `O V O MID E e- coCD O� T N r O N co o z cc Z E 2 C C n U J Q a J JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. WP N January Janus 14 2021 w...._r�_,.-...�._ __,�M�.,,M.., � , .._r».._.� ..»�u,:, _».__.:,m», .,.w,...� __,.__.,� .__., �„_.,�._m ..,�.�_�,.__,.n n.�_._�____.__».k._,��m..,�..k. - CQ -a~-e YFyF APPROVALE SHEET Florida Department of Business & Professional Regulation Pagel &3 Building Codesand Standards r2 }' � 1 (2o2i) - - „ r •, ., A. ., f<,K �. x n ern. r n m - a, a. w _ ... <. Product Approval Application Detail Q- SSA, EDtl4Y gC 9 plt4 Date pemNrw Q�$ Miaasntin��raick�ats�,����1 F - - t i l bars on the building components listed belowif As required by Florida Statute 553.842 and Florida Administrative Code 9B 72t please provide the inforrriatican and approval um g p C_ - <#-'��.2yft$r�i "?'. '� t I g � ��" M�lufaaarer ap=t� E31ph,.er&De.les. vdlddmav V idated submined F6aAouroval Aoorured Stx� 2020 Therms TruCorporatlm MoveJaspersgn. Lyndon F. Schmidt, P.E. Ryon) Kng,P.E 0723/2020 07li2/2020 0712MG20 IOM312020 Approved �1�/r�� � �c�1 (a/.�}�� d - , i they will be utilized on the construction project fear which you are applying far a RaySlm category: Extern Doors (800)8437828 PE43409 (013)767-e555Subcat O V 4 Dora ASsomblles clasp<rson@tltermalN:Co O L » � A`� 5 t 1 compnegotY::SWIngiethod;nmiustim m Floridalonda Reg Nered Architect ors Llcen�d Cegg Method: Evect ore Report Licensed Florida 5 fra. ������I+A 1, ) ,. Prot -and Engineer C\ LL See P➢1T1wttlor SGit�7ui€ /� (( �L7p/�'i�p /� Cate Cicii�r 1ri / uFIiIQW i✓ 9 rY gory Manufacturer er 1'!,fl r Product Description j7 Approval Numbers P p � � Pressures Test ssur Expel Date is a ca Quality Assurance A-rwWfaUs, Approved for Use bre-It D-Ibn o � �- � o s s N.��y s��N.�' � a.y ��� Red an I iEX ,R .iri\s K'PS alight StadW (16 r.»» c,„ �� flight D LI4C4 3Mi &eo# Produc Model. Nu bit or Name Product Deserlinti Cwibad'Expiration Data in HYH2 Outside HVHZ Resistant Pressers 1 a Therms -TN Fiber -Classic and Smooth-Ster Nomunal 68&38.8&qua,impssh&quot, Opaque 12rJ12021 Yes Yes Yes N/A. -� � f � O Composite mpositeEdg i gleDoo- ( A. SWINGING ThermaTru >• - . Fiber Classic and Smooth Star (NON -IMPACT) FL20461,1 + - 67.0167.0 psf 12131/2021 e BtiiE� a , r7. g!XcglassSingle 2 b. Therms-Tru Fiber Cl-Icand Smooth -Star. Nominal6&k39;8 &qud;impact&goat, Opaque 12M 2(121 Yes Yes Yes N/A -/^ }e a C / O Q , � .a z c�;posheEdgeFiberglassantleDgaw>; SIdellte(s)(InswIrg/Outswing• XO OX or OXO. ev 4-- -rCU -e CD ThermaTru Fiber -Classic and Smooth -Star {1MPACT� FL20468 +67.0/-67.0 psf 12/31/2021 gmflgixdlarl 3 c.Therms-Tru Fiber Olassic and smwrtr5tar Nomnel8&ii39�88qud Impact&quit, Opaque i2/312021 Yea Yes Vas NIA _c tl zgy ° - Composite Edge Fiberglass Double Dior with o ThermaTru Fiber -Classic and Smooth -Star {IMPACT) FL20470 +80.0/-8{},{) psf 12/31I2021 wlho tM tlas wmg0daw XX of OXXO tln rig; - #.1, W-Drilling jCF,�SAf$- e1thoutErdlos) 4 d.. Therma-Tru Fib r.Clessicend Smaoh-Ster N-10W&&#35;0&quaimpect&quot, Opaque 121312021 Yes Yes Yes. NIA ar�hicOut irW'X"lig�nion) Unw1ng/0.utswing Xconllguretlon) B. SLIDING MI Windows and Doors Series 420 FL15332-1 - FL15332.5 +40,0/-40,0 psf 12/31/2024 5 e. Therms-Tru Fiber -Classic and Smooth -Star Napinal 8&#39;0 to t"a"s"i Opaque: 12731120 21 Yes Yes Yes N/A CwnpaafteE Edge Fibergaaa5ngleo ` PGT Series 5570 FL251.9 4114/2021 O OX OXofOXO Sld{Inwing/OuLwing XO,OX ellte(s) ,a � A/C Unit Bottom Ed9t emflgwdims) C. SECTIONAL - Wayne Dalton i Series 8000/8100/8200 #1 "105 (8X7) FL8248.3 } 31,0/-35.0 12/31 /2023 6 f.: Therma-Tru FIber-Classic and S-11 Star Nominst 5&#39;0 &quartimpe ct"Pot; Opaque 12/312021 Yes Yes Yes N/A withal`dedaae{Fnsw9. Doubler or OXXO Wayne- Dalton Series 8000/8100/8200 #1123 16X7 � � FL8248.10 + 30,0/-33.5 12/31/2023 tY fY !I�99 il���l; v�r�ry gpiflral 38hs, 1 9�T„'�'ma-TN FIber-Cldssioantl SmmthSter Nominal 6&#39,889Ud"impegtBoos; Glazed 12/712024 Yea Yes Yes N/A Vs73PS Front Cross Su on `"- pa Composite Edge Pinup- S ngle Door 8 h aT Fb r-Cl s o n S t L r tommsl. 68.#3888 uc�f�ctouGlued 12/31J2021 Yes Yes Yes NIA Them n i< as and mwhSe N , &ggt,mp &cot, LOUVERED DRS D METAL L UV REQ • Curries Division of AADG Inc t • 607 707 727 747 and 847 Single & Pairs of Doors t 7 t T- g FL11537.1 N/A see inst sht � ) 12/31/2025 Sd ockirt4 Nutt (AAay' be cut to W ) Composite Edge Fiberglass Single Doowitn Sidelite(sl jlnswinglOuC4Wmg XO OXoI`OXO Q Left brad( ♦[ryg a+�y. * p� ■ •�:� r} s,,,,, +pOWS ir>r.,#4 LxR ail4t;.6.4Ik,7431:A �.t e{'�Iirl�lit,"t' I[F➢�tt'!¢fTn�'fa,M�v?AlreI� conflgurahms). 8 LTherms-TN Fiber Classic and Snloath-Star Nominal68�#3E;B&quMimpat8gNQd GkYatl 17Ptf(D21. Yes Yes Yes NIA Conpmite Edge Fiberglass Double Doo wqh o wtlh aldejtles (Inwing/OUtswm9; XX of OXXO �y f1' r� �� 11 sidrr,, I�c,,1 $A :k+Cross Support Into AIC Unk 00 Pi'1 Side cmfigumbma) igu 10 J. The rai Fiber-Ctassie and Smooth -Star Nammal 8&#39,0 &gUoLimpact&quat; Glued 12r312021 Yes Yes Yes N/A �icai:3 4:hsidfor hurri�aleum) A. SINGLE HUNG Mi Windows and Doors series 185 FL17499.2 +60.0/-60=0 psf 10/8/2023 Onmposrc«dinipXchlia�nlon) (Inwing/(eutwing; X cgnflptretlpnJ 11 It. .Therr e-Tru Fiber Ci..a. and Smooth -Star Naninal 8&439,0 &qua;Impact&qud; Glaaen IM12021 Yes Yes Yes Nak PGT Series 5500 FL239.2 N/A 7/30/2025 l CmpesaeEdge Flh<fgwing; XC, Xor Oh Slsbltry5):(In&Xing/OUtswinp XO OXOK OXO - canflgurdlons) B. HORIZONTAL SLIDER. MI Windows and Doors Series 188 FL15351.1 +55.0/-55,0 psf 2/16/2024 ". y rtzs ' ttaars+tr: * Jr rack murdOft Al. ae9Gnd. gegtdRi�p 12 I Themta-TN Fipar-Classic and $mooth-Sfsr Nomind 8&4390 &qud,impuAquot; Glazed 1212112021 Yes yo!" Yes N/A Cumprane Edge Fiberglass Double Doorw41hd wlihoutSldeltles ilnwinploutswmp; XXor OXXO . configurations3 C. FIXED MI Windows and Doors Series 185 FL15349.1 -i- 60.0/-60,0 psf 4/3/2023 13 m. Themt&Tru. Flher-Classic end Smooth -Stu ":pal 68dt38;88.qud;InlDact&wort, Opaque 12/312021 Yes Vas Yes N/A Cwnposfte,Edga Fiberglass Single Door wdh PGT Series 5520 FL243.5 N/A 4/30/2025 &tad Ndn-Impaa&qud, SldNlte(e) (InwingNutwing; XO, OX ar OXO cmlguranos) Florida Department of Business & Professional Regulation paps 1 di Building Codes and Standards 1114=1 14 D. Therma-Tru Fiber Classic end Smooth -Star Nominal 68*39;8 &quWarpaci&qucf, Opaque IM12021 Yes Yes Yes N/A Compose. Edge Fiberglass Double Dom with D_ MULLION MI Windows and Doors Series 5764 FL15353.2 N/A + y �y 12/31/2024 Product Approval Application Detail OXXOonfiguraa&quptsiddites(Insmngoutswing; o�oco apinwrenon) 15 o. Therma-Tru Fiber-Clesslc and Smooth -Star Noll B&mp6qud,lmpect&quot Opaque 121312021 Yes Yes Yes N/A /'* PGT Series 5500 FL261.1 N/A 5/26/2026 &%ot:15aeEdgeFibar SnalemgleDowWnn &twla NorFlmpaa&qud: 5deNte(s) gnwing/Ounnuing; XO, OX pr OXO conlig--ions) 16 p. ThermaTN FIber-Giasslo and Smoothi Nominal e8#39 0 &quo;lmpace&qud, Opaque 12/312021 Yes Yes Yes Ni Cwnposae Edge Fiberglass Double Dow with E. OTHER Code andity K Data Data Dale pimento Date &aa Notslmpaa&qud; Siddlros (tn6wirWOut5aino; TY92 version Manufacturer Contact Endnoper &Licorse Validated By Validated Submitted FBC. Approval Abdul Status Revision 2020 Drexel Metals; Inc. Jaws Shumate Zs hair R Priest Lanka Bowden P.E. 0Wi0r2D20 08N92020 08OD12020 10/132020 Approved OXXO CMflguranon). 17 Q. Therma-TN Fiber-Cl... toand fimoah:Ster Nominal S8.#39,8 &quat;Non-Impart&qud; Opaque 12/312021 Yes Yes No, NIA. Category: Roaring (502)303-1511 PE-74021 (334) 300-1800 Domppslte Edge Fiberglass Single Dopy n) Subcategory: Metal Roofing ishumetc@1m.niel pan �. PANEL WALL N ltadlO439;6 qua;Nm4rrp 18 r. ThermaTN FloervOlassic and Smaothstaf Nonind 6&#398 &qua;Nondmpaa&qud; Opaque. 14131J2021 Y<8 Yes No NIA Cmtpilance Mahod: Evaludich Report froms Florida In sR red Architect osLkensed F1'I oar. „».R»,u...<.... ,,._.....�.- ..,.,, _«,.._... :,....,.. ,�,.» _.......,.,.. _.�,._,<,,...,.,_-,_, ,,...,, ,,,».,,:,.,._. .,.,., - . ... ..:..,.... .._.. ..,..,.,.�.__ .._.,a_.,.�.>.:,,.....- ...,.,,.d.,....,_.,..-..R_,.._..,.,..,..M,...«-.�... ....... ..: ..............a.,.,...e=, ,,......,.. .,,...M ._.,:.t.-<.,:-...,a,. -, .. _ ._.. „� ,...,»..,._. m_,..F>w-,_m,.,._.,.,_.,..__.....,....=_.w,.,..>.-. .,. ,,. ., Campeche Edge Fiberglass Single Doowith (inwing/Outwing XO,oXo DXG. mi P dess'ma F: glass A. SIDING -. James Hardie Building Prod. g -. l n HardieP nit La Siding Cem lank La Siding and a p p g p g 19 L13192 FL13 2,1 F .2 NIA 2 31I 023Sfd 1/ 2 conligurai tanfigurdlmsj 1B Thorlm•Tru Fiber-Clessia:end Nominal 68df39,8:&qud,Non Irpact&cNd.:Opaque. 12731120Zi Yes Yes No NIA -- .•,L T ' 7k'prfppts.. `, Y ,', r,.. ,., ^: < . ,:, , . , .,, ='=zf' %;<: .• ::, > ::: ;,. • _. ... , ., "� , ,..,- AssuantD ApanHVHZUs. Approived 1pr Use Impact Peden Model. a. Smgdh-Star Composite Edge Fiberglass Double Doo wllh or cwith cutonlou Edekes (Inwng Oa,swng, XX or OXXO cmfqurdimS) B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 Sea# Product Numpef or Name Product Deacrlptlon CoHract Expiration Date !n HVHZ Outside HVHZ Redatant P� Central 1 Drexel Metal Roofnp Systems OMC 100Ns DMC150SS.DMC775S,DMC2005, 121312025 Yes No N/A t0/-100 OMD SV 20 1: ThemlaTru Fiber-0.6slo and:Smoctn-9tar Nominal 3&#39.0&q.MNgit-Impact&qud;Opaque 12r312021 Yes Yes No NIA C cmposlieEdge Fiberglass Single Door C. OTHER (Insvnngl0utswrng, X configuration) 21 U TheanaTru Fiber Classic and Smoam-bar Nominal 8&#390&quot'R.-Imput&gcI;Opaque 12131f2021 Yes Yes No NIA Composite Edge Fiberglass single Doowith Sldellte(s)(1nwIng/OutsWing, XO OXOOXO od,fLqurdion) 22 v.Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#390&qua;No-Impact&qua; Opaque 1213l/2021 Yes Yes No N/A Cwnposhe Edge Fiberglass Double Dom with o 4. ROOFING PRODUCTS Florida Department of Business & Professional Regulation page t m 1 - wnhout smeetes (Insw ng/Od wing; XX or QKXa Building Codas and Standards +52021 configurations) 23 wTherma-Tru Fiber-Classleand Smooth -Star admind 8&0X,,t&quotNon-Impact&quit; Glazed 12/312021 Yes Yes No NIA A. ASPHALT SHINGLES GAF 3 Tab Dimensional 7 FL10124.1 [� j j J� N/A �} �i 12/16/2022 Product Approval Application Detail Composite Edge Fiberglass $Ingle Door 24 Y Therrr�-Tru Fitter Classic and Smodt+Star Nominal 6039:8 &qud;Nm-impact&qud; Glazed 1213112021 Yes Yes No NIA Compoa/0dtswe Fibugmflgnratpe, Composite Edge Fiberglass Singie Dperwnh B_ UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 Sidellte(s)(Inswing/Outswing XO OX or OXO j/1, R �/�) ,�^y1 �^^a C. ROOFING FA TENERS `t�j j('�} N?✓T USEa-/ &4.44 Ent a 20 20 Dale Pencilled 2" c 8guranms) Th�nm-Tru Fibu-CIessi. Smooth -Sian Nommdfi&i/39'8 &curt; Non-Impact&qUd; Glued i?f312021 Yes Yea No N/A Vaapn Manufacturer correct Ecalinea&13aer1se Validated av Validated Submitted FBC Avorbyal � Staus "'FIN '"� 25 y. and Ammietion, 2020 Smart Vent products Ina. Michael Graham Homes F.Nou P;E. Locke 13-don P.E. 12MG2020 1211620M 12282020 Approved Category; Structural Components. (877)441-8368 PE7377S (3341300.1800 Canpast. Edge Fiberglass Double Door with or wmoutSideldes(Inwng/Outswing, XX or OXXO configurdia,$) R D. ROOF VENTILATORS �+(� [s ir+�' f/�a�'� Thompson Arch Metal Comp. P • yp.�'+ Off Ridge Vents FL16918.1 - FL16918..4 N/A 9/9/2026 SubCategory: Products Introduced as a Result of info�smartvent.com s" a+ 26 z Therrdi Fiber -Classic end Smooth-3tsr Notating 8&#38'0 &qud Ngn-Impactb'+gUcl;: Glared 1213112021 Yes Yes No NIA Florida Metal Products Inc t Vent RV 10 FL21580,.3 N/A 12/31/2024 Nw TemnoMed Compliance Matlwd: Eveludim Report home Composite Edge FbetorrAg$Iegie Dora (Inwing/Odtwing; Xamflgtiretion) Florida Registered Architect. or Licensed Florida Profo451ond Engineer ...:. 27 za Therms-Tru Flbor Classic and Smooth -Star Nominal 8&#390&qud,Non-Impact&qad; Glazed 1MI,7021 Yes Yes No NIA Composite Edge Fiberglass Single DoorWith Sidelitels.Inwl tswln XO,OXof OXO .)( g Lomanco Inc DA-4 Exahust Vent FL17202.1 - 97,5/ 97.,5 s f 2/ 0 1 1 I2025 =Pka39Z2�2a.Praiiutta ti CCAflgufgilitllS) QualityA-anee Approved la Use. ,400rowdfor Use �➢)aa4i �19n Sea# Product Model. Npmbera Haire Product Dansilvi Cpntract Exdration Dde In HVHZ Outside HVHZ Resistant Pressure E. ROOFING TILES Borai Tile - Villa 900 FL7849...27 - FL7849,28 N/A 12/31/202,5 28 zb. Thanaai Fiber-Classieand Smooth -Slat Nanmel8&#39,0&gad,Non-Imput&quot,Glai 12f31202d Yes Yes No N/A ore Edge Fiberglass Double Dow with or t SmadUent Model #1540-510 Duel Function Flood and Venlflstipn Vent i21312D20 Yes -Yes NIA +101IF100 With Fiataldelnes (Inswing/Outa+Hng: XX or OXXO: With configuralicre) r''� V Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 2 BmedVentMa0.1#1540.5ii DudFun chonFlootlend VennlaOanVent 12`312020 Yes Yes N/A +700/-70D 3 Smedvent Motlsl tk1540-520 Insulated Flood Vent 12I312020 Yes Yes NIA *1001-100 4 smaNVer, Mcdel#1540-524 Insulated Flood Vent 1213IM20 Yes Yes N/A +100/-100 F. METAL ROOF Gulf Coast Su I�.(. & Manufacturing, LL pp �} 0.032" Aluminum GulfL.ok 16" wide roof panel p FL11651.2 R3 N/A 4/12/2024 5 SmertVentModel#1540-524 Door Vent 12/3ino20 Yes Yes N/A NIA 6 SmartVent Model #1540.570 Wood Wall Insulated Flood Vent 12/312020 Yes Yes NIA +t00F100 7 SmarlVent Model #15"474 tar 5&qud: Garege Door Flood Vent I2 I2020 Yes Yes NIA N/A i 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12'�/31/202�1� Florida Department of Business& Professional Regulation PuaId3 Florida Department of Business & Professional Regulation P.R.Iofm2 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 Building Codes and Standards IM2021 Building Codes and Standards 1/s2D21 Product Approval Application Detail Product Approval Application Detail 6. STRUCTURAL Code. Entity of Data ale Date pending )Ws LM Verson Manufacturer Scgtlffi�t EnalnwrB Lleanse Valldated�yaliyiated roval Submitted FBC AppAppved ro Code Ld11v to We Oat. Dete.Fluxi ,fie COMPONENTS 1jpe version. Manufacturer 'Contact Endneer&Llaense :Vallgdeo BP Validated Submitted FSCAperoval Approved status Revision 2020 Therma-Tru Corpors on Slave Jaspers. Lyndon F. Schmidt, P.E. Ryan J. King, RE 0723/2D20 07/122020 07292020 10M312020 Approved Category: ry: Doers (800)Bd3-7628 PE43d08 (813)767$555 Subcategory: Swinging E t lea Doa Assemblies (800)silispro3-7626 natN.po Revision 2020 Thertna-TN Corpoapm- Stem J9apersm Lyndon F SdFmidt P.E: Ryan J King, P.E. 10/13/2020 07/122020 O7r302020 10l132020 Approvtd Category Striation Doors (806) 843-7028 PE-43406 (813j767-8555 subcategory: ba'Inging Exterior Dap Assemblies ziaspersan@fhkrmatN.Cb' A. WOOD CONNECTORS/ _ _ .. .-„»-., ..„...,,..-:, »,,.....,m _,,.,.,.«. ,,...:.-„ .,.„:q,,,___...«_-..,.,_.....,_„....,>,,...,...._, USP 'Structural Conn. see chart Comptlanc. Method E l etlm Repot bane m Co pNarro dhod: Evdu im Pq m a m ANCHORS Simpson Strong -Tie.. see chart FCn dateRegistered Architect Licensed Florida professional EngIneer eaore Licensed Florida Flpnda Reg aeretl Ararat ' Prdesslod Engineer .. .,, Quality Assurance Approved for Use Aoprovedfa Use impact earn B. TRUSS PLATES iTW Budding Components Alpine Truss Plates - 4 FL1999.,1 FL1999. N/A 12131/ 024 2 Qlreiay ASaurance Apaovedfa Use Aounayed fre Usp In s { MiTek Industries Inc_ Truss Plates. FL2197_1 - FL2197.5 NIA 6/30/2021 AMA Product Model. Number or Name Product Description Conbact Explratlan Date In Hi Outside III Resistant pressure 1 a. Thermo Tru Fiber Classc.nd Snodh-Saar Nominal 8&#39;8&quo;lmpact&quot; Opaque 121312021 No Yes Yes N/A aeo 4 Rodrel Model. Nutter or Name F,,W t Description Cwr$act Enrdratlon Dale In HVHZ Outsid. Hi Raslstam .Pre=sure 1 e. Therma•Tru Fiber-Clasill-al Smooth -Star Nominal 6&#39,88qudNon-Impact&qud:. Opaque 12/31r-Q21 No Yes No NIA Composite Edgts"I g: X coass Slagle Dow t Composite Edge Fiberglass Single Door (MaaartglDq,awing•Xgmflpgratlm) 2 b. Thermo-Tru Fiber -Classic and Snodh-Star Nominal 5&#39,6 &quo,tmpect8quoe Opaque /2/312021 No Y.s Yes NIA Compsts EdgeF,Xrglass r,0.)C_ Composite Edge Fiberglass Single Opp with ENGINEERED LUMBER Weyerhaeuser Rim Board LVL PSL. -LSL t 't t FL65..27..1 - FL6527.5 N/A 3/31./2029 Sloeute(s)(Inswingroutswtng XO, OX or OXO canfiguretlons) 6&#3g a Fib 3 c. Therm s-Tru Fiber andNa Gsmooth-Star n nag beat Impact&quad opaque 12l312021 No Yes Yes NIA CwnDps[e Edge Fiberglass Owde Dow with or D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 +�- /� /� 7y- /'� /�. Commercial Commercial Concrete Products, Inc High Strength Concrete Lintel's FL1774 N/A 5/25/2024 war 11gu S'delites (Insw rig/Oulswinp, XX or OXXO conflgpations) �+ 4 d. ThermaTru FIber-Classic and Smooth -Star Nommai 8&#39,0 &qud;impact&quot; Opaque 12/312021 No Yes Yes NIA Canpaste Edge F'butil s Single Dow W (InswinglOutwing; X con9gurenon) 5 Thermal Fiber Smooth Nominal S&#39;0 &qud;lmpact&quot; Opaque 12/312021 No ^, e, -Classic and -Star Yes Yes NIA Composite Edge Fiberglass Single Dow with Sdelne(s) (Inswfnp/Outswing; XO, OX or OXO <onflguratlons) 6 /. Therms-Tru Fiber -Classic and Smagnt•Ster Nominal 68,939;0 &qud;impsct&quoq Opaque 12/312021 No Yes Yes N/A Compos)te Edge Fiberglass Dade Dow V/ e� ) a with or without aliens<a (inawmg/ogt5wing; xxorOXXO cohout SI los) 7 g. Therm.-Tru Fib -Classic ..it SaDath-Star Namnal8&#39;8 &quolmpact&quot; Glazed 12/312021 No Yes Yes NIA ) t i r , : _ 1 ;The products listed.. below did not demonstrate product approval at plan review. 1 understand that at the time of inspection of these products, the following information must be Florida Department of Business & Professional Regulation angel.1:2 Building Codes and Standards 7/62021 g _............ Cgmmis Ede Fiberiaassir e,i nwn Outswing, X comfigurad;1mp&ct n) pp •/�s[��s > Glazed 12/312021 No Yes Y. N/A 8 h.Thenne-hunberClasslcaMSmodh-Star NaminallteEdgeF'bergiassSngleDoowith Campos Edge Fiberglass e t a e t [h s o o t ? available to the inspector 4/n the �VVw'7itG; 1) copy ofthe product approval, 2} Product ApproltaiApplication Detail O Sidelite(s) (Insw nwoutesa"ng; XO, OX or OXO Cmfigure cos) 9 I. Thermo-Tru FIber-Crick and Saroon-Star Nwnilial 6&#79 8 & ud Im ec uat Glazed 1211,112021 N V q , p t&qo Yes es N/A CanPoste Edge Flbergless Dade Door with or i ° _ .. _ _ .. ,.... _ -,., .. ... ,.,,...--.,..,.,.,.>...,,m,...............m.,<a:.t...,., ...,....m_..<. ......,_ .,.. , ,.,.,, F_,.,.: _ .,.,m.K._...... ,...e.. a., , _ ,»®,�.,,: ,....,, ..-_...,..�:,.,.....,,, .,�.,,.s.>:,....:.-,.....w �-.,,,,,....,,,m..,,:..,...,..,.._�..,..._:,..,.�.,.:.. ..,.,.,...,,...>m..m_.,..,..,.....,.»..,..„.,.,..,,,,-:,..,,-.-.,...,.,...,;i ...<_._ ._..._....:» _.. ,,., .,.. ».., __ ...... ... ........ _.., .......,, ....-....m. ..........,. ,,...,.. .__. ,.,,,,.. ,-,.._. ..,,...........-.,,,-..,_.,.,,..,.,....,..,__:..,.-.._.... tr 4 of e: Date pending '� EMIN � �.4 VerMpn Manufacturer Contact Endneerd Llunae Vandaled Stu FBC Aoprovd Aoprovag Status will Sid ites(hawingloadswing; XXor OXXO gig i e ; + jj(p; #.$ Rea.1.1 MI Wlndousand Dodo sentsittinger Luis Roberto Longs Steven M. Urich, PE 10/06/2020 10/062020 10/192020 12/15IM20 canflguretlons) i t a 2020 Approved -62514 -8454 Category: . en Doors I71� 3853300 PE717317 Subcategory: Sliding Exterior Do Assemblies h5lnugat{srUwdeo 0 / APaayeg 3 's d Co IlsnceMethod: Einalustlon Report ft.e. tap eD rt Florkl Re t .red Architect sir a L can dFlorida a. SC s< g }+ UualitvAssurallce Impact allot fa Use Approved ta'UaB. D r Seat Plaskett Model. Number o Name Product Deso oti in Clip Exdratlon Date In HVHZ Outside HVHZ Reelstam Pressure ? I Prde55ig1tal Engineer 72 I. Thelma TN Fiber Classkand SmoMMStar NominaL88,i738A8mud,lmpaa&qud, Olazed. 121312021 No Yes Yes N/A Composite Edge Fiberglass Double Door e1h or ;-• -=-m �➢ -.--. t I „ ... „u._ <, , ._.., <„ , , .. ..; ,.. ,u „ .,,; , ., ., ..:�;; ,.,,. ;,:-.. : -, -,., .. ,u, ..,1.. .,.:..; :, .. CalaNEy Assurance Ap -df Use Approved fa Use Impact ODD wnhmt$id.11t<s(iA"1hWOuhr ing;XXOKO)XO orations flg ) l)i i l i t n :m.�._._.,�__. geo# Radud Nadel. Nurlhaar Name Product Daserionon Cudract Eadratbn oars InH Outside HVHt Resistant :cum : .,._.,A..» .......�.,,__.,.�....,.,,.�. ��..,._.��.�_..._ w �_.a._.<.,� ,.�_�.�.. �,. �..,..,».___,�...�,.,�.,,..-.__,,_.»,....,�_„__M,,»..m. .....�,__,.�,r_.�v,.,,�, �.�„a-..w,,�v._�_,_,.�_�.M�..._.,.,.,.�,.._�-�_.._..V.»m,�,»,��..m�._.._�..,,.�_...�..�. .Ne_M-,.��,�,x.�„.,m,_... naa_.x_-e n.._�=,�n ,._:�.,. ,. .�....�,»__ .,_,.:.�1 :r, 1 � i { ; 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM Si OXO 12/312024 No Yes No N/A 145-3J4&qud x80&qud: NON -REINFORCED O 12 SERIES 420:ALU INUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 12/312024 No Yes No N/A '"`� -� » --,l e-'- ,,.➢ z �. i i ,.,..„...._. ._,.:., _:...,,....__ ._...._.,,.,..-.» .. ,....,...-,...>...,......,.................».,..,».. ,.. .....: ,,,..,,.,,...--_..,...-......».,,,....,.,......,..,..:......:,.„,„.,_.,,._...n,.._�„»._....,,...�,:._._........a.. ,....m,.........,.,m..,. ..-...5.,...,.,...-.,, . W r. .<.... ,..,..,_,.. _.. ,_,,,..a ..,..........,....,.... _ _.:...-,...,_.,_ ..m �,<,.e...,.-..,,,_......,..,.<:..,.-...,,_,-...,........ ,_..-,. _, ...._,,.,..,..b......._- :,._,....�_.. ' - 86&quoX80&qud, NON-REfNFORCED. 3 SERIES 420 ALUMINUM Si REINFORCED SERIES 420 ALUMINUM SGD REINFORCED,= 12/3112024 No yes No N/A id$3J4&qud z98&qud;, 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD INFORCEDDX. RE 17131/2024 No Yes No N/A APPLICANT SIGNATURE DATECD SERIES42 ALUMI&qud; 5 SERIES a20AWMtNUM SGD REINFORCED SERIES420 ALUMINUMSGD RENFORCED XXX 12/3J202a No. Yes No WA a i r I ....,„+.,,,, ,,,,,,,,;,,,�,.....>� m�..w,..�=..,..»...-..�w:.,.,.::,..�-..�, ra.�..-_....,:-.:.,. �.,..�,..,,.:,>:,,,-.A,..,,..,�.,„,..,.».:.-�,,.-..,.,.,...,......»� r.:.:. ,.;,,+. ,mn_:,....-,..:....-,.�.,:„...m.>M.,�.n, r.,,..,.N.a«.,,,m<.� .,..,,,»r,..�._,�.::. �„ �,....;..<�-.�..:>�,.,.�:.,..-.�-, .n�..,�, .-,a.,.-->„»,,��.,,,,w„� ,.-..,,tat.,_ ,.� =•J 13& uo q:z96B ud: q 3 a r .,.._,,..,. <. ........-. _. _..,...._,w„ .,...„„,...w„ ,..,...>.......,....... ...»,.,. .., �._, ...-->.,_.. .m ... ,.._. .,,.... ,..,.,.,., _.__..,. _..,........,._.._..._,.,...._...,....,_....,.e_,_,._...._-__m_.....................,:,,.,..,,.,..,..,<..„:...,_m„-,.,.._.,.,.,..,.,,,,,,.::.+.,..........,.�.....,...»..,-.:�».,,..,.,.......,.w...,,,,.,..,...,,..,...-..<..._..,<_,,....-...v.,.-....... .»�. ,,,.„,u..., _.,._m....�>.�.., ..: ,....,.,..»,.., ....w-».,. ,...,.,_,.«....,..d_..,.... »,,...:...,..w,...,...m»..». ,,.,.._.,,_..,. v..,.,»...._..-_M�.._,._.._,.,..,.., ..m.,..__.,. ..,..-.....�.M,.,,».»,.-._...,.-..:,..t,,..,_,_,,.,,. t 71 Florida Department of Busine s & Professional ulation ns.Reg Page I pt 1 7 € � Florida Department of Business & Professional Regulation Pa Ian pa eg e< � <. Budding Codes and Standards 1+srm21 Building Codes and Standards 1r92021 Product Approval Application Deitall Product Approval Application Dettid OICU L.L Code tE ky or Date Date Date pending Data Manufacturer Enalri&ucensk Validated Validated FSCAR;L;UJ Approved RyjDys Cade; Fsflty or Cate be. Dale Pandlnn .D Version Manufacturer Cmact Endneer& license Valldated By Valid ed 191� FBCAporoval Approve Status )yeaate Version � 10M2/d020 09r292020 W Re,A.Dn 2020 POT Industries Jens Rosowskl Mardi ECCO - CER Mlarrd-Dade BCCO- VAL I V192020 10262020 11241M20 Approved Revilik, 2020 Wayne D.nm, a division of Ovemeed Door Dwayne Kor ish Jahn E Scetes. Jart Amesoc; RE, 10232020 1 ws=20 Approved Curpoatirni PE51737 � G Category: Exterior owns (941)486-0100 (786)315-2590 Subcategory: Sidag Exterior Door Assemblies Irosowskl4gpgbnd stn sc (330)768-6121 (904)a215200 am a e- i$w Yn datlm.c Compliance Methatl CeNficanon Meat or Lating om Subcategory: sectional Exterior Dow Assemohes. an Co bans# Method: Evalustim Report from s . - .. .,a,. .,... Florida Registered Atohitect or a Licensed Florlde d Engine Ouallly Assurance Approved fa use ARprovad for Use Impact.>_• DesignP svartal i sel- Sep# Prpducf Modsi. Numper or Name Product -Description Comraa Emlrelian Date In Hyill Outside HlrHZ RnislaM q .y 9 sGG5570 )Large Missile Impact) Vlnyi Sliding pass Door 04/1.4202i Yes Yea Yes N/A QuolitVAssuranee Apprpvedfa Usa Approved for Use ImomN Ot sJgy +Sea# Product Modal. NurMer.r Name Product Description Comrad EXdratlan Date In i Outside Hi Runt pressureJ 3 e000B100l8200 #1105 DA#39; Max width 148#39;: Max height. Glazing 42/312023 No Yes Yes +31.9D1-35.00. in Q Q. available top or Intermediate sedl0, 10 8D00l8100/8200#1123 168039;,Max width. 14d#39; Max height, Gluing: 1221/2023 No Yes Yes +30.00h33.50 -liable in cep M lntemle iMe aectloa SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Page I of i Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Pagel or Building Codes and Standards 1)5rMl Building Codes and Standards V1512021 Building Codes and Standards 1/5r.ml Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail code ii tEn iiv QE CAI D_g(_e Date Potation Date 229 Entill or Gitg 2da Date Pandina 21i Code antlN or 1 net- Do(. a n i ilia Data. jy ))_e Version Nanuradurer Carrtad Entlneer B License Validated sF Validated submitted FBC Approval Aooroven Status 11rDB YaLirD11 Manufacturer Strife.. "con., Validated By FBC Apbrbval :DOi3r: Y211fIM9G 31{�Itrffit BQQatYEG aiMiYi jype Version Manufacture, Contact Enolnex 8 License Validated By Validated Submitted FBC Approval Approved Status Revision 2020 Comes Division ofAADG, Inc. Ton Radey UL LLC Troy Bishop, P_E. 12J10/2020 121012020 12212020 Approved Rev, ion 2020 MI Widdoxa and Darr Brent S6lingar American Architectural Steven M. Utah, PE 11n72020. 11/172020 II272020 Approved Algrmaaon 2020 PGT Industries Jens Rosowski Marti -Dade SCCO - CER Mimri-Dede BCCO- VAL 11A5/2020 1M52020 11Y1vw20 Approved Category: Emenor Doors (641) 494-2813 (954) 947-0880 Category: Windows (717) 365-3300 Manufacturers Aseocl.d., (717) 317-8454 Category: Windows (941) 488-0100 (7BB) 375-2590 Subcategory: Examor Door Components tom raftay@asseabloy.ce Subcategory; Single Hung bMfinger@miwd.dem Subcategory. Single Hung jreeowski@pgdndurtdes.c Compliance Method: Certification Mark or Listlop on Compliance Method: Certification Mark a Listing Compgance Method: Cemfication Mark a Listing an - '. _ -f Qfadmy Assurance Approved fa Use Approved for Use Ion _.. :: _ -:: ,.. , -FLe1153T RS fkadtdr -;, _ - ._ o tie 0 Protlud MadeL Number f Name Product DB HVHZ ascNptluts rat Bkdlrarlon Date n HVHZ Outside Realslad lwm F 2&Iboducta-.. ,':.-: L#2� _,._ _, ,-... -_ __._- '... g. . ::_ , Qusia Asstrannce Approved for Use Approved far Use Immpi Desfm 2 185 SH - 52x72 Fir/Floap Fmme ICJSG Single Hung 10/08J2023 No Yes No •60r-80 pgA. Approved fa Use Approved for Use Impact Dow- ai9.48 Product Model. Nari or Name Product Description Cattraet Exdrdlbn Data In HVHZ Omtltle HVHZ Bgjj�tt Pronsure. L,mf,.tW Glass goo # Product Nadel. Number or Name Product Description Contract EmtYalron Date In HVfiZ Oulsltle HVHZ Resistam Per rare 1 607, 707, 727, 747, 757, 777, and 847 Single and Pairs of Flush, Glazed, and Louvered single and pairs of 121312025 Yes Yes Yes NJA. 2 SH5500.(Large. Masao Ini Mond angle Hong Wind- 071302m5 Yes Yes Yes N/A Doors hdlaw -let doors, Florida Department of Business & Professional Regulation Page I d2 Building Codes and Standards IF12021 Product Approval Application Detail Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 1r612m1 Product Approval Application Detail Qak Entity or 20 292 Dd. P,ndnb pre code EEr ti re Des [We Da(a Pendris Bate M WI Version Man u acturer Contact Entlneer & License Validated By Validated Submitted FBC Approval Approved Status Typg Version Nantdaduror Contact EndneerB Ucansa Validated By Validated Submitted FBC Abptova] Approved SS-§ Revision 2020 MI Windows and Doors Brent Sittings, American Architectural Steven M, Urich, PE 1102MO20 11222020 1128=20 Approved AMnstlm 2020 PGT I dustnes Jens Rosowski Miami SCCC - CER Mlarrl-Dade BCCO-VAL 1I/M020 11/052020 1111112020. Approved Category: Windows (717) 365-3300 Manufacture.. Association (717) 317-8454 Wal ry: Windows (941) 486-0100 (786) 315-2590 Subcategory: Fixed ballfinger@hnisid.com Sompligcry: Freed osawskl@pgtintlu4ldes:c Compliance Method: Certification Mark a Listing t:ompUanea. Nathod: Certification Mark a Listing an P 15349-R1A lbdu "'',.: t Si .. .... .' ,. ,., ,:, i': .':' ` v. ,,. .. .. ,,. .. ,,. ..:, .. .`: . ',' ,;. .»,. ,, ,f `. _ :. , ,:,, , F .Products= '} ;' ,:, ., ...,.. ,. »'�•`:. ,.:' -... ... ..,•'",., ' '`•, : ,4. " ,:. .. .... $eo 11 Product Model. Number or Name Product Description Quality Assurance Cadrxt Expiration Date oved fpr In HVHZ Use Approved fa Use Outside XYXZ Jj�I§jtp[ Pjgg§gjq Soli# pppraratM�N. Moncton or Name Product Description Quality Ae8pranG Qodrad.Emaaitbn.Bate perm Approved for Use Aoaowtl for Use Resistant In IN{U:• Outside HVHZ )j�j§�I]t p,[i§, 1 185 PW 73.721nsulated Glass 0410312023 No Yes Me -601-80 5 PW552D (Large Mis911e Impact) Vinyl Fixed Window 04/302025 Yes Yes Y. NIA Florida Department of Business & Professional Regulation page f di Building Codes and Standards IR12021 Product Approval Application Detail Code Entity or Data Am We Notify ad- MYd'. Version Manufacturer contact Enall it Llcense ValldMad By Val dal Submitted FBC Approval Arinni Status Rai 2020 James Hardie BuildingProduds. Inc. Chan Diercks V. Andrew Tan J South re P.E. John a 01/D5I2021 12A 42020 01/062021 ding FBC Appn Category: Pand Wells (808) 545-5359 PE-81062 (352) 367-2526 Subcategory: Siding chad.dIcr&O( .ava;hardl Compile... Method: Evaluation Report from a emm Floods Registered Architect or a Licensed Florida F 4 La13 n-fur ypdtrado Professional Engineer .: - $tg.E Prgduct Model. Number or Nam. Product D.evioNon Quality Assaanr:e... Cantrxt Exdrstlon Dale Approved fa Use Abbroved in HVHZ Outside for Use llnpaell jD,Wm HWZ Reelstaat Pressure 1 Cemplank Lap Sting fiber -cement lap siding 12/312023 Yes Yes N/A NIA 2 HerdePI.nk Lap Siding fiber-cemeat lap siding 12y312023 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards I16120Ji Product Approval Application Detail Code Entity or Data Data Bate Pendn. two Tire Version Manufacture Correctdr & Lt.-. act Enneelidated Validated Ey Va Submitted FBCApproval Anor-ed Status Revlalen 2020 L V. Thompson, Inc. dine Thompson Architeelural p P Ton Christman Zachary R. latest Y ry Seven M. Urich PE 09I17/2020 09/162020 09222020 12/15/2020 Approved Metals Company (TANGO) (813) 248-3456 PE-74021 (717) 317-8454 Category: Roofing tmy@gometalrogflng.00m Subcategory: Roofing Accessed,, that are an Integral Fort orthe Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .. z , -11 FLk76916-R3 PvaYu,ts 1. �11 ., Quality Assurance , , Approved for Use Approved E l rUss r' I011211A 2211120. sap g Product Model. Number or Name Product Description Contract Expiration Data In HVHZ Outside HVHZ Resistant Press- 1 TAMCO Flat Top OR -Ridge Vent with Belle for Tile 26 go, static roofven0later with battle 091(i Yes Yes NIA NIA 2 TAMCO Gooseneck Veto 26 ge. OWOSRO26 No Yes NIA .0/52.5 3 TAMCO Of -Ridge Rod Vent with Roue 28 ga. static rodventilator with integrated hable 09/092028 Yes Yes I NIA 4 TAMKO Round Top Off -Ridge Vent with Battle for Tile 26 ga. static roolvenelato whh baffle 09/09202fl Yes Yes N/A N/A Florida Department of Business & Professional Regulation Page.1 art Building Codes and Standards 11712021 Product Approval Application Detail £9ft l e t. IMMIM 2& fonts Date EMOR Drt IYlttversion Manufacturer olnear8 Sr.4Btst-1 En License V aildantl ev ac Approval Sr:%Il�9g ft F ABplQ`S,Sf $lDDIS Revision 2020 Global Protection Products, I.I.C. Tim Robinson Walter A. Tinit Jr, RE, John W. K,.Wch, PE OSIUBM20 (lamb a20 10A720cY) 12/15r2020 Approved Category: shutters (954) Z89-7545 PE-44167 (954) T7M2.24 Subcaegory: Storm Panels fim.robinsm@gppenLcom Compliance Method: Evaluation Report from a Florida Registered Aechhect or a Licensed Floods Professional Engineer .:: atrart-! drLds '. ,r' .'.a , , , :. ; . ' , AB , . Quality Assurance AoorwW for Use Aoorowd for Use llail gt Do -[- Sea 9 Product Model- Number or Name Product Description I, Ii Outside HVHZ Resistant Pressure 1 20 Gage Galvanized Steel Storm PaneN44VHZ Comogated Galvanized Steel Storm Panels retained 12/3112024 Yes Yes Yes WA a not by tracks to provide hurricane protection. 2 24 Gage Galvanized Seel Storm Pane19MHVHZ Conagated Golvenlzed Seel Storm Perot. retained 12J312021 No Yes Yes NIA or not by tordcsto provide humcaas prdedion. Florida Department of Business & Professional Regulation page I di Building Codes and Standards 117=1 Product Approval Application Detail Code entity or Bate Dote Die.Pontllna Brao Myps Version Manufacturer D.DDtaFt Endnesr.&License Validated 01 V,udd.d Submitted FBC Aparowl Agproyad ts.DNt ReVINm 2020 MITek Inc, Ern Walden CC Evaluation Service, LLC CC Evaluation Service, 10/022020 09/302020 1Oil I2o20 Approved Category: Structural. Components (952).898-8635 I.I.C. Subcategory: Truss Plates .welder@mh'pm (205) 59&8800 mp po Compliance Method: Evaludlm Report from a Product Evaluation Entity FLR21374tT Products Qualit, A,su c Approved far Use Aoarowd for Use fp emit ge ese Saa 9 Product Model. Number ar Nana Product Description Contract ExpirationDate In HVHZ Outside HVHZ Resistant )raaare i M18SHS 18 ga super high strength truss cmnedor plot. 08/30202i Yes Yes N/A N/A 2 MI1fl 18ga. buss cmnedor plat. OBI302021 Yes Yes N/A N/A 3 MT18HS 18 ga high strength truss connector date 08/302m1 Yes Yes N/A N/A 4 MT20 20 ga- tmss eennedor plats OWG2021 Yes Yes N/A N/A 5 MT20HS 20 ga. high strength truss connecter date 08/902021 Yes Yes N/A N/A Florida Department of Business & Professional Regulation page I of Building Codes and Standards 1nJ2m1 Product Approval Application Detail code Entry or late 2Se gr.Pari ma 20 I'm Version Manutatturer Contact Enolnex&License Validated By Validated submitted FBC Approval. Approved Maus Rai 2020 Commercial Concrete Produas,lnc. Robert Gillis Samuel A Greenberg John Hay 12/16/2020 12/1saO20 1228J2020 ding FBC Appn Category: structural Compensate (813) iPE-34245 (352) 588-5311 Subcategory: Products Introduced as a Result d precestgatu@yehao corn New Technology CampJ]- Method: Evaluation Report from a Florida Registered Achil-t or a Licensed Florida Prof.slonal Engineer ..., , lrJrflf7j4RBFacdaots - ,., . - . »„ ,, ,,.:. .. „., "' " K . .,-, - _ _- '_­_"m ... . ,~ , .. Closing Assurance AAssproyed for Use Approved for Use W ,. m 8-0 N Product Model Number or Name Product Description Contract Expiration Date to Hi outside Assistant Passure I Quality Pri a Cohavicial Concrete Products Protest and Prestressed Concrete Unals 05252024 No Yes NIA N/A Florida Department of Business & Professional Regulation Page i or I Building Codes and Standards 1I872021 Product Approval Application Detail Code Entity or Me Bats Date Pgnano Dole Type Version Manufacturer Comact Endneer&License Validated By Validated Submitted FBC Approval Approved Status. Revision 2020 Aside Nick Thompson Lyndon F, Schmidt, P.E. Ryan J. King; P.E. 10262020 102CM20 111=020 '17115IZ20 Approved Category: Panel Walls (330) 922-2389 PE-43400 (813) 757-6555 Subcategory: Bonn. othonpsol@aWde.ca, Coati Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida f uH527LR3` e!� Prdessicnal Engineer duets - - 219.9 �...- Product Nodal. Nurbx or Name .. .. Product Description Quality Asstraneo Contract Expiration Date ..: Avapvedfor Im Use Approved HVHZ Outalds fa Us, HVHZ IlaB$st osshan Real P-,, 1 a.&Wd;2T&quot; Soffit Vent or Sold UmYl Sala 12/31 r2021 No Yes No N/A 2 b. &qud;AJlianca T4&quot; Split Vent or Send Vinyl Sofro 121312021 No Yes No WA Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 11612021 Product Approval Application Detail Code Entity a Doe Delta Dole Pondlna Data Type Version. Manufacturer Contact Snalneer&License Validated By Validated Submitted facAporelyal As se Status Revision 2020 Florida Metal Products Inc. Clark Jones James L. Bucker, P.E.@ Steven M. Urich, PE 09272020 09252020 10M42020 121/82020 Approved Category Roofing (904)783-8400 CBUCK agineedng (717): 317-8454 Subcategory. Roofing Accessoies that are an clark@fiarn--an PE-31242 Integral Pert. ofthe Roofing System Compliance Method: Evaluation Report from a Floods Registered Architect or Licensed Florida lamfe-jol Engine., P f.N'ifi80-A2fWi►iels' - QuaI1N Assurance Approved fa the Approved f-Use Impact Design 3 b e a ct III NurMei Name 1! oduat Dowriddon Contract. Expiration Data �Nao Outside HVHZ Resistant Plarrear, 33 FL &qud;RV t0 Ridge Vent&quo; Aluminum Ridge. Vents for pitched roofs fabricated 12J312024 Yes No NIA from 0 025' Aluminum Florida Department of Business & Professional Regulation P.O.I or Building Corks and Standards III I Product Approval Application Detail Qft Entire Or acts go Data Pendu*p 2" Im Version Manufacturer cpptsg( Enolneer&Ucanso Validated Sv Validated Submitted FBCAoorovai Apardi red $i= Revision 2020 Global Protection Products, L.I.C. not Robinson Walter A. Tilit Jr, P.E. John W. Kh-ich, PE N/082020 09/08/2020 10/01/2020 12115=20 Approval Category: Shutters (954)609-7545 PE-44167 (954)772.6224 Subcategory: Storm Panels tim.robinann@gpperi compliance Method: Evaluation Report from a Florida Registered ArchBect or a Licensed Florida Professional Engineer " a , :.. . ': ;, :.., -. -. ':. LW2usrS+Rbtiod5 - . a - .. - - Quality Assu Approved fa Use Approved for Use. » ImpnGt. : 1)edm . Saa # ProcYld MotlN. Numbaror Nam. Product Description Coded Emirdlm Date In jJ,i Outside HVHZ ;Resistant Pam, 1 20 Gage Galvanized Steel Storm P.,aleAiVHZ Corrugated Gelf-1 ed Seel Sam Panels retained 12131=21 You Yes Yes N/A a not bytricks to provide hurricane protection. 2 24 Gage Galvanized Steel Stain Pan.I.NHVHZ Ccvrdgetaid Galvanized Seel Stan Panels retained 1213.12021 No Yes Yes NIA tic not py tmcks to provide hurricane prdedion. Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1117/2ml Product Approval Application Detail Code Entire or Date �e Dodo Pending Dete MOOS .Version Manufacturer contact Enolneara& license Validated By. Validated Submitted FBC.. Approval ALprpebd .status w Revision 2D20 Weyerhaeuser y Rob Baldwin ICC Evaluation Service LLC Ba tan Lehrer P.E. O/t3 1 2020 .lied a Applied F Category: Srudunl Components (253) 924-4476 :(608).839.3288 Subcategory: Engineered Lumber RmeriIdwtn@weyerha Compliance Method: Evalu dim Report from a eu-mat FL_..-'27tet1 5 Product Evaluation Entity 0 Pi'w.efs - _ Salo # Product Model. Number or Name - Product Description 2WWUAasdxrce Codrad Expiration Data Abprovedfor Us, Approved In HVHZ Outside for Use Hi )tppagt Resistant 229M Pressure 1 Merdlem LVL Lemineded Veneer Lumber 03/312021 No Yes N/A N/A 2 Pereilam PSL Parallel Strand Lumber 031J1202i No Yes NIA N/A 3 TlmberStrand. LSL Laminated Strand Lumber 03/312021 No Yes N/A NIA 4 TJ Rim Board Struduml Composite Lumber a Oriented Strand 03/312024 No Yes N/A N/A Word Rim Beam 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes NIA N/A Florida Department of Business & Professional Regulation Page I d I Building Codes and Standards 15rMl Product Approval Application Detail &� Entity or t � Date [ Date Persian _ � e Lis T,CLe Version Man'dietw, Contact Endnesr&License Va6datsd By Validated Submitted FSCAmrovat roved Status ReNslm 20?0 MI Windoxsand Doors Brent Stlin er g Amen can ArchBedural Steven M. Unc PE h, 0J062D20 10 62 20 1 A 0 1011S2D26 roved Apo Category: Windows (717)3653300 ManufeoturireAsscclatlm (717)317.8454 3u :: Horizontal Slider bca[agory bsitlin miwd.cem ge r@ Compliance Method: Connotation Mark a Elating ^, -� _ - _ -.:.. ._ - - _ , - QuaNN Assurance Arraowd for Use Approved for Use LOU= Dealer 2e9 # Prpduq Notlel- Numhar or Name Product Oesalottbn Contract Expirationbale In Hi Outside HVHZ Resistant 1 H8188 Fin and Flange Frame 73.62 Insulated Glass 02/16ii No Yes No .551-55 -6 -0 N 0 U) -0 -Cu > N = .ate L)L N 0- 0 OL M -0 0- _= V) .}ems L)U) ID a) !�=fa N -0 0 -0 _a 0 0 L ^ 0 W CIO0 U_ .( L CU O L ca- .0 .0 '' VJ Q Florida Department of Business & Professional Regulation page I of Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards l&2ml Building Codes and Standards 1l6J2mt Product Approval Application Detail Product Approval Application DetalI NEEMII,ili 1: il;lil,lilllii,,ii ii 1111 11 1! i 11 1 MMIMMMIMMMIMI i : 0 Code EdIN or .us -Us Date Parisian Val.� Enft a Data Date Date lie Data Type Version Manufacturer Contact Endneer&uaaree Validated By Validated Submitted FBCApproral Approved sbalus III Verson Manufacturer Coated Enalneer& Ucamat Validated By Validated .Submitted FBc Apurovel Approved .Starr Revision 2020 Ml Windows and Dons Brant Sitlager Luis R Lamas, PE Steven M, Urich, PE 10,08/2020 10rDfl2020 10/192020 12/152020 Approved Atfir aticn 2020 PGTindustrias Jens Rosewskr MIamHDade BCCO -CER Mlarii-Dade BCCO -VAL I1/052020 11/052020 11/1112020 Approved category: Windows (717) 365.3300 PE-62514 (717) 317-8454 Category: Windows (941) 466-0100 (786) 315-2590 Subdatagory: Mullions bstin"ailwil ecru subcategory: Williams Inceowskl@pgbndusldesc compliance, Method: Evaluation Report from a Compliance Method: Cedocation Mark a 1.1 ing an Floods Ra iste d Architect or a Lice sed Flo da ., ,.., : � _ ,. , , g ii rc n d a1:4L13 Prodpsh Prdessipal Engineer ", „ s _ » :. , - „' .,,, ., .., +,-.;. Quality Assruranee Aoorovedfar Usa Approved for Use Impact DeNan FUFed3d.1l5 paddel,-„_: ,.. , ., rr ., '- „ 4 u-----„- -scare- , ' „ • . ='r , . , - - ,. ^ >' =` ''' Product Model- Number or Name Product Description Carl Expiration' Date In Outside HVHZ Resistant ... _ , , , ,. , ', �?" , t ,,,,a3 ,. , .».... Sea N -� +L4 Quality flsarsenca Anprove(i for Use Anarpyidfor Use tlaoagt RMM 1 Mullions fa AN Doors and Windows Alumimm Mullions 05262026 Yes Yes Yes NIA Sao a Praduct Model. Nu ntro r Name Product Description ContractEkdration Date In HVHZ Outside HVHZ Resistant pteYWrg - - - 2 5764 Venlcal AunAnum Mullion 12i312024 No Yes Yes NIA - - - Z Florida Department of Business & Professional Regulation Page I d2 Building Codes and Standards /re/2m1 Product Approval Application Detail Cie Entity por gal. A ass 04, Pondlna ug. Tv- Version Majuredturer cdttad Ermlhear& UI Yandatetl By Validated Ile FBCAporovel Approved Status Revision 2020 GAF Michael Sleh Robert Nioni John W. Knezevich, PE CIMSQ020 092I2020 1OR22020 IVIVM20 Approved Cmagory: Roofing rfti 786-3411 PE-59189 (954) 772-5224 Subcategory: Asphalt Shingles mstahater :cam Compliance Mea.,L, Evaluation Repot from a Floods Registered Architect Ora Licensed Florida f sr ff;,sf 2is Pre Professional Engineer d -*% - to # a - _ Pratlud Nadme el. Number or Na Product D,,,Mfon Quality Assurance Approved for Use Approved central Expiration Date In KVHZ Outside. for Use Impact Don - HVHZ Resistant v essura 1 GAF Asphalt Rod Shingles Fiberglass.. reinforced 3-lab, laminated, 5-Mb and 12J162022 No Yes WA NIA hiptidge asphaa mingles Florida Department of Business & Professional Regulation Pagel lift Building Codes and Standards 1912021 Product Approval Application Detail Corte Entity or me Pate Data Pendim Dose Im Version Manuisietureir CaHatt Enalneer&.License Validated By Validated §y{anlged FBC Approval Approved Meta Revision 2020 Lornanco Katrina Jelley Janes L. Buckner, P.E. Seven M. Umth, PE 11232020 11232020 II292020 ding FBC Apo, Category: Foci (501) 983-6163 PE-31242 (717) 317-8454 SubcategoryRenfro A. -cries Mat era an kjda.yalemend-earn Integral Part of the. Roofing Sy.lam Complirce Molhod:.Evaluation Report from a Florio RagelonedArahitect or Licensed Flonde. Professional Engineer FWHT2e2:It6rPr tits Quality Assurance Anprosed for Use Approved for Use imaoad O .) n Sea a Product Morel. Numb, or Name Product �orlptlon Contract Expiration Date HVHZ 1" vH Outside HVHZ t9ant R>L- Pi ssu �y I Dack-Abia DA-4 or TRI-Built Deck -Air DA-4 Low Profile Polypropylene Plastic, Rod Vent 12J102025 No Yes No .97.5/-97.5 Mechenkaly Attached to Plywood Back. Florida [)apartment of Business & Professional Regulation Pop I eft Building Codes and Standards 1/7/202i Product Approval Application Detail Code Entity or Date Ban, Data Pondlna Delta Iypg version Martufacturair context Erolnar & License Validated fit Validated Submitted FBC Approyd AI dare id silalu R.Ohn. 2020 AJI American Shutien and Glass Mike Berrien Frank L. Bennardo, P,E Tray Bishop, P.E. 10232020 10/152020 111352020 12/15/2020 Approved category: Shuhers (561) 712.9602 PE-0046549 (954) 947-0880 subcategory: Sam Panels mlkebQellamerieanshuda Compliace ieeliwd: Evaluation Report ban a ..a - Hands Registered Architect or a Lcensed Floods Professicnsl Engineer P 969.. pro e..' t Quash Assurance Approved for Use Approvsdfor Use Inroad. paten Sea N Product Model. Number or Name Product Desaiotlon Contract Exdratlan Date In HVHZ Oulsid. HVHZ aeslslant Pressure 1 24g. Galvanized Steel Sierra Panels 24ga Galva.zod:Steal Sam Panels 121342m1 Yes Yes Yes N/A. Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 1,7/2o21 Product Approval Application Detail Code FstlN ar ,Date, Data Date Pentllne [ate. L= version MallufMturd COMaz[. Sochi & Ldial Validated By Vall Submitted FBC Aodani Aboravep. ZAIA Revision 2020 CAST-CRETE USA, LLC Craig Parana MrelnPDoole BCCO-CER MiamHD.de. BCCO-VAL. 1112OM20 IM712020 1127/2020 Approved CafeDory: Structural Components (813) 621-4641 (766) 315-2590 Subcategory: Products Introduced as a Result of oparino@castaele:cen New T.ehndippy Compliance Method Certification Mad a Listin9 g P4Y758rR13 Predrrdts- _ - �� Quality Assurance Approved for Use Approved fa Use Impact Design 2N Y Product Model. Numb, or Narne Product Description Contract Expiration Oat, In HVHZ Outside HVHZ Rtalstant Pressure 1 Man Strength Concrete Lintels 4. 6. 8. end 121nch wide lintels 05212022 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I d1 110J2021 code. EMIN or Data Date e. Date Persian Di Type Vanion Manufacture Contact lane d&Lipari Validated av Validated Submitted Fact Approval Approved status Revision 2020 TAMKO Building Products LLC Kalil Eden Robert Niaminen John W. Kn aii PE 10/0.42020 0929/2020 10J122020 12/15/2020 Approved Catsgory: Roofing (417).824-6644 PE-59186 (954)772-6224 Subcategory: UnaalAYIntai k.li ode,@tarok-con Compliance Method:. Evaluatlor Report from a Floods Registered Architect are Licensed Florida 'FL Professional Engineer -' - ' _ 232&R9 dLtla, .', ..-:, ,::� _ .' QuaityAsstsanee...'- Anarowdher Use Adhi fpr Use Ion et Dad Sep 0 small Modal. Number or Name Product Desrxlotlon Contract Exteatlon Date In HVHZ outside HVHZ Resistant Phas e 1 TAMKO Rod UndMayrients(HVHZ) Rodundedaymentsfor use In FBC HVHZ 10/182021 Yes No N/A NIA jurisdations_ 2 TAMKO Roof UndedayinantsfNON-HVHZ) Rod undepeymMts for use In FBC ho HVHZ 101182021 No Yes NIA N/A jurisdctlons. Florida Department of Business & Professional Regulation page I d3 Building Codes and Standards lar ml Product Approval Application Detail ri If K AJ CCode Eatill per Date Dote Dire Pondlna Doe e Type Version Manufacturer Conhad Enalnex&U... a Valldand By vandals Sutwnktad FBC Aoaoval rowel status Me Revision 2020 Bonl Roofing Anderson Robin IAPMO Unifcn Evaluation Gary W, Welker 1 VD32020 11A22020 11/05=20 Approved Category: Roofing (801)380-8091 Services. LLC. (205)854-0160 Subcategory: Rooting Toes RobmAntlersan@bdral.eo Compliance Method: EwWdim Repel from e to Flatfoot Evaluation Entity F fMa19.R4ZProlkd, 4 r ,.,, „ r ,,,,,, ,, ,,,, , ' < ,, , z -. ;, " - ` Quality .Asf rands , Approved for Use Approved for U. Imbed coolant � (D Product Made. Nurrber or Noma Pr .duct Description Comrad Eml"I lap Date IOyYIR O utsldo HVHZ SAIL" P[lsWLB. t6 16 Saxony - Shake,Stets. Counhy,Sele, Spot Old English Thetch &amp; Impact Flat Profile- Deaver. CO 121312020 No Yes N/A N/A 17 Saxony 600, mate. Shake S Shake Y P. PN Flat crafle.-Socktun. CA 121312020 No Yes N/A NIA 020 18 Saxony 500 -Saes.hk a&amP'SpM Shake Flat P ie-Rialto, CA 1211X20 No Yes NIA A 19 Saxony 700 - Shake Sat &am ' Split Shake Flat Profile - Gladden. 12/312020 No Yes N/A WA Sax.. 7CO-Shake, Sete&amp; Spin$heke Flat Pro01e-Rlalta, CA 12/312020 No Yes NIA NIA Z7 Tales Espana/Barcelona High PraAle-Katy, TX 1W312020 No Yes NIA N/A 28 Vtge Law Prole - Katy, TX 12/31/2020 No Yes NIA NIA Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 1/7i2021 Product Approval Application Detail Code FEnnmv a Date Dde Date Pending ,Date TTypee Version Manufacturer Cabled Encl... r.& Uesns, Validated By Validated dated Submitted FBCApproval Aooroved Status Revision 2020 Alpine Slued Lewis ICC Eveluaaon Service. LLC William M. Ranled, PE 10/J72020 1022/2020 11105/2OZO llM5r2020 Approved category: Structural. components (32t) 7t0-3377 (407) 681-1917 Subcategory: Truss Plates elewi,@eipmetlw.com CompNince Method- Evaluation Report from a Product Evaluation Eaety FLN1984-k7 Proilrrcls - - Quality Assurance Approved fa Use Approved for Use Impact Bookish Sao# Product Mold. Nurroer or Name Product Description Continues Exaltation Data In,HVKZ outside HVHZ Resistant pressure 1 ITW BCG/Alpins Higher Stealth {H&smp; S) Metal Connector Plata 12rJ12024 Yes Yes NIA WA 2 W BCGJNpm ITa Have Plate Mete] Contractor plate 121312m4 Yes Yes NIA WA 3 TOO BOG/Alpine Trulm Mate Connector Plate. 12/312024 Yes Yes NIA NIA 4 ITW BCG/Alpke Wave Metal Connector Plate, 1 W312074 Yes Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page / di 1,712021 "ft witty Or Dude 20 Dal, wndinb pre ba Version Manufacturer contact. Eadnex.&I bJ ens. Validated By Validated Submitted FBCAooroyal Approved .Status Revision 21i CAST-CRETEUSA, LLC. C.Ig Fanino Mlard-Dade'BODO -CER Miami. Dade BCCO-VAL 11202020 10272020 IV27/2020 Approved cat -am: Structural Compensate (813) 621-4641 (786) 315-2590 Subcategory: Products Introduced as a Result of cpemno@cagrreta,com New Technology Compliance Method Cetbficebon Mad a Listing rrrpU g fLMi5fir413 PYatu t3 Sea it Product Model, Number, Nam. Quality Assurance Approved for Use Approved for Use Product Desanotlon Contrast Emlatian Oat. In NVfQ outside HVHZ Wei R-1.1mt gluier Pressure 1 Spatial HI hlConcrete Lintels 9 4 S. 8 and 12 Inch wide notes05212022 Yes Yes NIA NIA O co L) �7 • cn _tf O }, (1) (1) V / CIO � Lem 0_ CIO 0_ lU) L"'lill }ll U O U L V m W Q Z Z Q. I Q SHEET NO. PA 1.1 - e Simpson Strong -Tie 2020 FBC Approved Products updated 12(3012020 - • - Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 - e - '. .. Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 P eStrong-Tie-- ® Simpson 2020 FBG Approved Products W dated 12C30/2020 P N L �- U 0 W � O Q O L For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. = For direct Ilnks to all SST approvals listed below, CLICK HERE. ma"MFor direct links to all SST approvals listed below,. CLICK HERE. W C A LL. • Fa additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NDA), CLICK HERE. F Statewide Product rowel to and Miami -Dade County Notice Acce tance. NOA CLICK HERE. or additional information regarding Florida's Ste ewid Pr u Approval System tY orAcceptance ( ), • Far additional informatianre regarding Florida's Statewide Product Approval tam and Miami -Dade County 9. 9 App Sys Notice of Acce lance NOA CLICK HERE. ty P ( ), .� FL#2355-R7 FL#10446-RS FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-58" to 3- 9/16" and heights ranging from 4-5/16" to 11". Concealed flange U .� = V c Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Seg # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O 1 Titen Stainless Steel Concrete Masonry Screw (TTN-SS) 1/4" diameterTiten stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, 8T8, BTH BfickTies greater than3-9116". L i.� (D 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTC16 Coiled Straps 12 lUS series hangers Face -mount hangers available in widths ranging from 1-718' to 3- O Q O 3 APB44, APB44R, APVB66 APB66R, APB88, APB86RI APB1010, APS1010R, APVB44, Outdoor Accents Post Bases 3 CS14, CS16 CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9-114" to 16". O U_ FL#9589-R6 APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB1010R 4 CSHP18, GSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face mount hangars (a O 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/rension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers O sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16-2, H16-2S Hurricane Ties 16 LUIS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- L L 2 SD9112, SD9212, SDI0112, SD10212 Strong -Drive SO Connector Screw 6 APL4, API-6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT.2, HGT-3; HGT-4 Heavy GirderTiedown 5/8" and heights ranging from 3" to 10-15/16". (n O fa 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU6.62-SDS, MGU7 00-$DS Face -mount hangers .- co 1 - -e--# Q 4 SDCF22434, SDCF2251 Z, SDCF22614, SDCF22700, SDCF22858, SDCF221014, _ _ Strong Drwe SDCP Timber -CIF Screw 8 BVLZ Brick Veneer Ledger Connector 10 - 2 - 2 _3 .. _ HS52 SD31.5, HS52 2 SDS3,. HSS2 3 SDS3, HSS4 SDS3 v Stud Shoe Heavy St 1 8 M U series h- I angers Face -mount hangers available inwidths. ranging from 1-9/16" to 5- g g g � � , _ U) Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 1/8" and heights ranging from 6-15/16" to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614: SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14. LFTA Light Floor Tie Anchor 9116" to 3-9/16" and heights ranging from 3-1 /16" to 13.3/4". 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDS25312SE Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724,. SDWF2726, SDVVF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H10S', H14,HGA10 Hurricane Ties 18 LTS12, LTS18, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.5/8" to 11-114". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiedown Straight Straps FL#10007-R8 19 KBSiZ Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTAIS, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-116 20 -L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Seat Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4863, MSTC66133 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATRW8, ATR1/2, ATR5/8, ATR3/4 Threaded Rods 22 LS3O, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to 30". 3 BP3/8.2, BP1/2, BP1/2-3, BP5/8-2, BP5/8-3, BP3/4, BP3/4-3, BPRTUD3.4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, L$SJ21OLZ, LSSJ21ORZ Field.. Adjustable Jack Hanger 26. NCA200-12, NCA2x12-12, NCA2x8-16, NCA2x10-16, NCA202.16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW3/8, CNW1/2, CNW518, CNW3/4, CNW5/8-1/2, CNW3/4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-11Z'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD413, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2; MMW210, MMLU1211, MMLUI39, MMLUI311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-1/2". 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST3 Roof Tie -Down 34 T820, T1327, TB30 T836, T842, T1348, T854, T1356, TWO Tension Bridging 6 EGQseries hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4"and heights ranging from 11-1/4" to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-7/8" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, W8106C, W8126, WB126C, WB143C Wall Bracing and heights ranging from 8-1/2" 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 7- 1/8" and heights ranging from 11" to 32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#10447-R5 1/2" and heights ranging from 8" to $0". Sec # Product Model, Number or Name Product Description Sec # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/8" 1 DTT2 Hold-down Seg # Product Model, Number or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DS05L-SOS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9116" and heights 7/8" and heights ranging from 7-1/2" to 32". 4 HDU2, HDU4, HDU5, HDQ8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15/16". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS; HGU7.25- Face -mount hangers 1B" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2; HHRC4/1.81, HHRC44, HHRC5.25/3.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASA,. MASAP- Foundation anchor strap HHRO66 4 HGUS series hangers Face -mount hangers available in widthsranging from 1-518" to 7- 9/16" and heights ranging from 18" to 26". 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 316"'and heights ranging from 5-5/16" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5,25-SDS, HHGU5.50-SDS, HHGU5.62-SDS; HHGU700-SDS, HHGU7.25-SDS, Face -mount hangers 3-9/16" and heights ranging from 5-318" to 13-1/8". 10 PAI18, PAI23. PAI28, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 STHD10, STHDI ORJ Strap -style hold-down 9 TBE4, TSE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50/10, Face mount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422-2, THA426-2 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15,34'. 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THA11.81/22, THAl2.06/22, THAl2.1122, THAI222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all i/8" and heights ranging from "/8" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2Xand 4Xmodels; onlyacute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26=2, HTU28-2, HTU210-2 Face -mount hangers IIZ' and heights ranging from 5-3/8" to 32". 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in vddths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spaoer-Restraint 1/2" and heights ranging from 2-7/8°to 19-1/4". Concealed flange 518"and heights ranging from 9-1/8" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of l-9/16" and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5-3/8" to 7-114". 10 HUCQ1.81/9-SDS, HUCQ1,81/11-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310• Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights SDS, HUC0410-808, HUCQ412-SDS, HUCQ5 26/9-SDS; HUCQ5.25111-SDS, HUCQ610- ranging from 9-3116" to 13-1/8". SDS, HUCQ612-SDS CIO Simpson Strong -Tie 2020 FBC Approved Products updated 12/30/2020 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 1WO12020 Simpson Strong -Tie 2020 FBC Approved Products Updated 126012020 EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. - For direct links to all SST approvals listed below, CLICK HERE. 19.4 For direct links to all SST approvals listed below, CLICK HERE. For addtional information regarding Florida's Statewide Product Approval tam and -Miami -Dade Notice of Acceptance NOA CLICK HERE. e9 9 � � County Pt ( ), For additional additional information regarding Florida's Statewide Product ravel tam and Miami -Dade County Notice of Acceptance NOA ICK HERE. 9 9 Approval � ty Pt (. ), Sit •Far additional information regarding Florida's Statewide Product oval tam end Miami -Dade Notice of Acceptance NOA CLICK HERE. 9 9 Approval Sys County P ( ), a For additional Infortnatlortre regarding Florida's Statewide ravel tam and Miami -Dade County NdieeofAcce Acceptance NOA CLICK HERE. 9 9 Approval � ty P ( ), O 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11468-R5 18 S/LBV1.56, S/LBV1.81, S/LBV2.06, S/LBV2.37, S/LBV2.56, S(LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-118". S./LBV3.56, S/LBV3.62, S/LBV4.06, S/LBV4.12, S/LBV4.28, S/LBV4.75, SILBV5r50 6 Strong -Bolt 2 (STB2, STB2-4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sea # Product Model. Number or Name. Product Description 19 S/LTT20, StOTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 310 stainless steel ranging from 9-3/16" to 13.1/8", 1 HHUS210-3, HHUS21 D-4 Joist Hanger 20 S(MST60, S/MST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Titen HD Heavy Duty Screw Anchor for concrete and masonry cz 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4; SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-1/2". 3 HUCQ210-2-SDS, HUCQ210-3SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THG8H4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2'. 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3-SOS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37834RC, THD50934RC) Titen HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Tden HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titen HD Threaded Rod Hanger for concrete - 1/8" and heights ranging from 9-1/4" to 24". THD50234RH, THD1D212RH) - 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width oft-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8". FL#11473-R5. FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available In widths ranging from 1.9/16" to 7- Sec # Product Model. Number or Name Product Description sea # Product Model. Number or Name Product Description FL#16230-R6 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5.50-SDSG, CCCQM3 62-SDSG, CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H16S, H16-2, H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HFTA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5 5OG-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Seg # Product Model, Number or Name Product Description 6 HGAM10; HM9 Masonry retrofit connectors Kr, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (ST82) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA48, ABA46R, ABA66, ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24;_ HHETA40 _ Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7 OO, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (fTN2) Titen 2 Screw Anchor for Concrete Cn 2 ABU44 ABU44R ABU46 ABU46R ABU5-5 ABU5-6 ASU65 ABU66 ABU66R ABU88 Adjustable Post Base 1 8 - - LGT2, LGT3 SDS2.5, LGT4 SDS3 Girder Tiedown 4 LGUM 6- GU - = = - 1 - 2 2, L M26 3, LGUM26-4, LGUM28 2, LGUM28 3, LGUM28 4, LGUM2 0 2, Mas n y Beam H 9 rs Masonry ea Hangers 6 - - Titen HD (THD H4SS, THD H6S5 THD CSSSS) Titan HD Hea y Duty Screw Anchor for concrete available In 304 Heavy -Duty ABU88R, ABU1010, ABU1D10R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW65RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, MSTA24, MEfA40 Embedded Truss Anchor 5 MBHA3.1219.25, MBHA3.12111.25, MSHA3.56f7 25, MBHA3.56/9.25, MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. If 4 AC4, AC4R, ACE4, AC6, AC6R, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3,56111.88, M13HA3-56/14, MBHA3.56/16, MBHA3 56/18, MBHA5.50/7.25, 7 Titen Turbo (TNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5 5019.25, MBHA5.50/11.25, MBHA5.50/11.88, MBHA5.50/14, MSHA5.50/16, t J 6 CB44, CB46, CB48, CB66, CB68 Embedded Column Base MBHA5 50/18 7 CBSQ44-SOS2, CBSQ46-SD82, CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3 56/9.25, MSHU3.56/11.25, MBHU3.56/11.88, MBHU3.56/14, MBHU3.5611Q Masonry Beam Hangers FL#16937-R3 //'�� 1� 8 CC, ECC, ECCU Series Dotted column caps with W1 ranging from 3-1/4" to 9-1/2" and FL#11496-R5 MBHU3..56J18, MBHU5.50/9.25, MBHU5.50/11.25, MBHU5.50/11.88, MBHU5.50/14, W W2 ranging from 3-5/8" to 7-1/2" MBHU5.50/16, MBHU5.50118 Seg # Product Model- Number or Name Product Description 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-114" to 9-1/2" and Sea # Product Model, Number or Name Product Description 1 X3481016-5K X1S1016, X181016-4K XQ1S1016, XQI B1016-4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 / ) W2 ranging from 3-5/8" to 7-1/Z' 1 DTT1Z Deck Tension Tie Drill Point v 10 CPT44Z, CPT66Z, CPT887 Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XL0114T1224, XLQ114B1224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD3B, HD58, HD7B, HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head /!! 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-3/4 Tension Ties Sea # Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ1 14BI 224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, IC V 13 14 LCB44, LC666 LPC4Z, LPCBZ Embedded Column Base Light Post Cap 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338 SDW22438, 9DW22458, SOW22500, SDW22600, 8DW22638, SDW22634 - Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws 4 - - XQ114S1224, XQ11461224 2.5K X114S1224, XQ112S1224, XQ112B1224.2K Tapping Screws with #5 Drill Point and Medium Diameter Hex #12 24.Strong Drive X Metal Self Drilling, Tapping Screws with #5 - - - O 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC1545O, SDWC16600 Strong -Drive SDWC TRUSS Screw Drill Point L. 16 P644, PB44R, P846, PB66, PB66R Embedded Post Base FL#13628-R5 3 SDWH193OODB, SDWH19400016, SDWHI960ODB, SDWH19800DB, SDWH191000DB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34SI016, XU34BI016-5K #10-16 Strong -Drive XU Metal Self -Drilling; Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH276000, SDWH27800G, SDWH271 OOOG, SDWH2712000 Strong -Drive SDWH TIMBER HEX HOG Screw #1 Drill Point ^ 18 19 PBV6, PBV10 PC44-16, PC46-16, PC48-16, PC64-16, PC66-16, EPC44-16, EPC46-16, EPC48-16, Round Post Base Post Cap Sea # 1 Product Model. Number cr Name SB5/8x24, SB7/8x24, SB1x30 Product Description SIB Anchor Bolts 5 6 SDWS10212, SDWS18300, SDWS16312, SDWS16400 SDWS19600 SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22600, Strong -Drive SDWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) i..L EPC64-16, EPC66-16 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SST836, SSTBI6L, SSTB20L SSTB24L, SSTB Anchor Bolts SDWS22800 SDWS22900, SDWS221000, SDWS221100, SDWS221200, SOWS221500 FL#35320-RO 20 PC4Z, PC4RZ, PC6Z, PC6RZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPCBRZ, EPC8Z, Post Cap SSTB28L 7 SDWS223000B, SDWS224QODB, SDWS2250ODB, SDWS22600DB, SDWS22800DB, Strorg-Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221 DOODB Sec # Product Model. Number or Name Product Description 21 PP844-4Z, PPB44.6Z Post Base 8 SDWS2231208B, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS274OOSS, SDWS27500SS, SDWS27600SS, SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector Tt SDW82710003S, SOWS27120OSS 3 FPHSD34S1016, FPHSD34B1016, FPHSD34B1O16-5K FPHSD34S1214, FPHSD34B1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- Drilling, O FL#10866-R5 Sea # 1 2 Product Model. Number or Name CMST12, CMST14, CMSTCI6, CSi4, CS16, CS18, CS20, CS22 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST136, Product Descriotion Coiled Straps Straps 97 mil (12 ga) 10 11 SDWV13400 S7171\122 Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer 4 5 FPHSD3481214-5K LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 LSSC4.25, LSSC6 25, SSC2.25, SSC4.25, SSC6.25 MSSC2.25, MSSC4.25, MSSC6.25, Tapping Screws Steel Framing Connector Steel Stud Connectors L Sea # Product Model. Number or Name Product Description MST148, MST160, MSTI72, S/MST27, S/MST37, SIMST48 MSSC4.25KW MSSC6 25KW 1 FJA, FSA Foundation Anchor 3 HTS16,. HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15363-R3 - 6 RCKW3, RCKWS 5, RCK\A 7.5, RCKW3S, RCKW5 5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149 LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21: MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, SCB47.5, SCB49.5, SCB411.5, MSC845:5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sec # Product Model. Number or Name Product Description 8 SCS32-5197, SCS62-5/97, SCS62-5/118, SCS82-5/118 Bypass Framing Connector V! co 8, GH610-6, GH610-8 6 LSUBH3.25, SUBH3.25, MSUSH3.25 Bridging Connector 1 AS 18, AS 18S5, AS I BS6 18 ga. Truss Plates 9 SCW3,25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB5B, GLB5C, GLB5D, GLB7A, GLB7B, GLB7C, GLB71D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78BI414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy GlyderTiedown 10 MSTC66, MSTC78, ST6236 Straps 68. mil (14 go) Screws L11 8 UFPiO-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MiS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, XQ1 B1016-4K XQ1S1214, X01131214-3.5K; XQ78S1224 XQ78137224.3K, #10-16, #12-14, and #12-24 Strong -Drive X Metal Self-Drifling 9 URFP Universal Retrofit Foundation Plate 12 S(BI.56, S/B1.81, S/B2.06, S/82.37, S1B2.56, S/B2.68, S/B3.12, S/83.56, S/133.62, S/B4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224, XQ11481224-2.5K XQ112S1224, X0112B1224-2K, X34131016-5K, Tapping Screws Q SIB4.12, S/B4.28, S/64.75 S/B5.50 X1S1016, X1 B1018-4K, XlS1214, X1 B1214.3.5K 13 S/BA2.12/8, S/BA2.12110, S/BA2.12/12, S/BA2.12114, S/BA4.18/8, S/BA4.18/1 Q Top Flange Joist Hangers Sec # Product Model. Number or Name Product Description Z S/BA4.18112, S/BA4.18/14 1 ET -HP Adhesive Anchor for concrete 14 S1H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS,GW-50, GW-75, OW-100, GTH Gas -actuated fasteners and assemblies z 15 SIHM, S/HD8B, S/HD10S, SiHD10B, S/HD15S, SMD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 S/HDU4, S/HDU6, S/HDU9,:S/HDU11 Holdomms. PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete C- SHEET NO. A 1. 2 5Q 19'"