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HomeMy WebLinkAbout39889 Harmon Grove Ct__:. _. .., wu ::aw„ .. � } u t _-1L - _llY _ . ...ua.:: S.1 Y• .u.—�IY1Yr _ ... }MIL. .1 ..+1� .q.-t.. lYtJt.. -_ __ —_ __-___-_ _ — _ _ -- _ FG'� �v►,TH p9,1;%,104G ALL WQ}tK BHALL CdM , C 1r E Oyc:��, ABBREVIATIONS 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. FooU 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 Galy. 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 RS, 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 KNIALL 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 tubtshower) 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 WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or PkL 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 Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. 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 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE ImmENN/�R� 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. 0 N �LE�W/t-Q� t�i� G • y �•. �� 0 : Q£' �8750 • Na — d. " OF �0.y��y " 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. Q � m E n 00 g 8 N N 6 0)— LL LL 0 00 9 r� r-L a u. a Y a�M0� ccccc t� a 5 Z 0 °oc i 0 5 W t mo O ~ w � E CN'Z m 0 J ^j W Z I IL a 0N Z W y 0 ZoL< 6-,00 W ❑F 0 Z N Z J rz N N m Z mD Col � o u- a-J fD �U o Tom. is O U L' „} r- E � 8 _ _ c `, Qco S O M z9 W Z o os =® 0 E v l� N z go XU oa 00 �U Z O E aZ q°z �4 Wz N L wo �Qp r� m0 o (0 c � o gZ Z N N J <w am 2 N { �w p ZO nv W 5 U ao 1W 1 , J C O y� _ < 20 � o o 03 O > Lo O (0 c� L W> � U LO Q U o O s 0 CO Cm C I1-- r ECN d. = (M o) 00 N Ln r r oo r �; M LC) N 0) coo Z Z E O N U) M c a. c U � ¢ p JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. C S v Q CP jr- rn coo a c v x N 0 J K) N I a aci x O FL E 65'-0" A S3 H.B.+ 1111111110 co 1 o� 0 �0 5-SH ?� R&S = BUILDER TO N PROVIDE 1____-_---__ F '- 6"Dp� ---- ---- W.H. APPLIANCE I I I I K TYP @ INEN - p PROTECTION I I I S4 GARAGE - - I OWNER'S SUITE i- W.I.C. WHEN PER BC QUIRED i I i i OPENING - 8'-0" CLG. TB� 00 TILE 8'-0" CLG. CARPET 2 CAR GARAGE II III III co CARPET n Of=i�w _ 17'-8" I T - ! r-i(�' - - 3 - 7'-8" � 8'-0" CLG. 20'-O8" I I 98„ I LO MCI T0_-2-68 -- -- I ir - 2668 1 O 1 1 �„---+- - - _ HANSON 1 p 1 1'1EDGE 1 -' __ - I BOX 36" OF SLAB 2" 1( 0 1 BEYOND WALL I 1 IK" b A.F.F@ DRYER VENTw60'x36 L�HOWER > THRU ROO 00 (3) 2x4 #2 SPF w/ SSx00 N DTT2Z @ BASE D TF' TYP @ 1 STORY 5'-118' I I 4'-0" 1 11 1 I I -I PT OPT, D I I A _JI - I IlX I NOTE: FINISHED I WALLS TO BE I I I I I d'� AHU I FLUSH. VERIFY IN I 'I I I - _ FIELD. I I C~71 ELI� _--� Ir-- - ----- - - - - - K CC D 1 o0 I {. - ---- S3 (3) 2x4 #2 SPF w/ S3 S3 r 8 8 DTT2Z @ BASE t- = rn I I I FAMILY RM R.A.G. -- - -111111110 * � c o C M Oly CVv 2:12 VAULTED CLG. 1�1IIII 9'4" CLG. 3068 Ti I1I iTc CARPET 9' " CL ',--- ENTRY C9 _n r- I 23'-8" 310" T8' 0'-1038" TL0 . 8 8'-0" CLG. I o+ I HDR AT 74' ------- I R&S ----------- i� 2668 1 1 n R&S r------------ 4'10 -0" 11'-7$' 1 6'-10" i� 4, 7 8�_8 N &4 M 14'-6" 5,� CO I i� 7'-6" N lion to 5068 B.F. 4068 B.F. j _ OPT.I -- �lit 1 o I _ REF. - -- - rt- BEDROOM M 2 �o w �o N - I - ------ ------- ----- r - PATIO CAFE - -� ::_I i 8'-o"CLG. BEDROOM 3 rncc _ , I, o J ® BEDROOM 4 ,� w F - VAULT. CLG. �� N t I D.W. I °oo to_ - I - CARPET 8'-0" CLG. �l 8'-0"CLG. =U 9W Oq o I 00 -' 0 CARPET O oo I C _ iv > U j = I b CARPET I r8'=Ci" CLG. - IILE 2 7 CARPET C7 Mc7 w SINK ISP rn i LUC)i 21'-2" wl --} _ _ . _ �-�___ -I 2 2, _ 10'-4" r 10'-q" _ _� 2'-4' ( 5'-34 i LL:ck 00VAULT oo I TILE Cd i oc TYP @ 1 i iv PATY W a STORY RANGi - --- E____ Lu - 8= rnp FL1AT L ,n;D I A I? �i 36 38 I FIBERGLASS °� I S3 AC]PAD �i� ----- o o : 5-SH 16" DEEP SURROUND M -� r EGRESS EGRESS H B� OS3 A O 15'-1 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 eH5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20 X 38 J 18 4 X 37 J S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20 X 72 18 J X 714 S.H. 11-12 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 381J 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 } X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: Y4'=1'-0" 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" ('A+29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 oD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 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 "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 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 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) N 0 ♦`+�`'�,,1LEbbk11.0o o co • pE7a750 No ;* - 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 W ti 0 v E r- cp it Q r O N � FA C c0 N 0) W � ik LL W Qaj U35F- � LLWa rNiC) N Y J LL LL ti 0 , 0 0 o O O W C� 0 _J W ILL inrn ¢ Q a L a N O U_5 N Z W U ❑❑❑ z N � z z tl N V) z U € � Q A U -� O N w C 'w F- - E t 8 • c Q Y _ S CD, M a w o ZZZ EU wg �� � =o Q Ov - oa ,XO=1 p of N 8- Z ¢W wm� ro C C doZ o �i3 r p Zu >Z z J zZ nn- to �b o< Z 50 W N U w¢ Nz !1E� � m� wI� r� o a iY za U3 O = � L ci L W � o U Q o C m o r `m o O 2 04 r O = 00 ML(') 00 N T- T 6 LO N C,)Z cc z E O y m C a E 0 _ v :3 ¢ o c JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. 1 e C KITCHEN ISLAND KITCHEN LLL-- 0 M 4 CV 0 0 OPT. REF. 4 M OWNER'S BATH KITCHEN 0 CD F MIRROR 9 LE - tJ U OWNER'S BATH BATH 2 INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN 42" H UPPER CABINETS BELOW CABINETS 36" H UPPER CABINETS MIRROR DOUBLE SHWR. SHWR. 30" H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS VARIES / ROD 12" FOR PANTRY O g SINGLE OVERHANGS THAT 24 TOWEL BAR TOWEL BAR IN ROD EXCEED 12" MAY w ON WALL ABOVE TUB OR SHWR. REQUIRE A SUPPORT Q TOILET TOWEL BAR a o BRACKET 36" H BASE ON BATHROOM WALL O FINISHED CABINETS = o COUNTER TOP 30" H BASE - C° MEDICINE7 -1 I _ SHWR. O w = o CABINETS -1 00 00 VALVES CABINET TOILET Zo 00 = o 00 - o SOAP F _ U-- TIN PAPER CO o DISH U o0 1 HOLDER t � - i0 a 1'-2" � _ `° O 2x z O z- - ' CO , FRAMING- CDTlN - U� U< = M Q M O - O _ N_ 0 1 /2" GYP �, M `t j ILJI `�' M �"' M N TUB Cl) BOARD N FIN. FLR. FIN. FLR. T FIN. FLR. 2x P.T. SOLE PLATE BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" N O N CD �E Wkp . Cj �. . Cij; 750 No •: •w N . :a: r� - To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NO E cp ti Q O CCQ N J C" W C LL C ao # LL ul O. N O LL d ' yMv "SYS�� rp LL LL d W S J O 00 WpjO' to Z L a N MZ yJ tq O Z OU U�co W ❑1 Z nMi ca Z Z n J (Z � v � uu LL W � U o�g t o c o z i J �o�O Z o Qa v tra o W °a z N wg cut� N C Zz z � J cwap �y N �w5 pa ZZ aoz W ,� U LL �_ W o �o �t � W i�d c, �3 LAC) >Lo LL. O O 0 L W � U LO N Q U > 2 O 0 C7 CO o T CNI t0 O 0) = N r � •TT- rn rn 00 N � 00 r E c M 0 m Z E Oca a E 0 U -1 � w Q p JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. 2 z _ �. �� + .....art ...� ■� u.j. L.�u,., � .uc.�u,uww 11� t.a.14L- flLUU.as"4.L� Jl . 1 !1. i �filll 5 HEEL 0 T.O.M. HDR HGT. — TEXTURED o CEMENTICIOUS FINISH ON C.M.U. co -1 (TYP.) 12 5� 12 5� 12 b tea,-------------------------- F.FL. --------------------------------- N 14'-0" RIDGE VENT 12 �5 ININIEN 011M I �7:_: I F M 1 F M I I F=7 I F=7 I F=7 I FRONT ELEVATION - Al 12 Z::::�15 SCALE: 1 /4"=V-0" 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS HDR HGT. — — — — — 1'-— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0" 6" FASCIA (TYP) 3'-0" 10 TEXTURED _ o CEMENTICIOUS C? 00 FINISH ON C.M.U. m (TYP.) --- F.FL. LEFT ELEVATION - Al SCALE: 1/4"=1' 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 manufacturers instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 0 N Co CV 0 LE Vd/�O�s ,�� P• ,� 10 �� PETa75 4. NO r � • • ty r 0. 14J • i 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. N o E a O M N r it LL Q O d tii rn r l� 12 LL W _ CL 2SZ r M ! Y Q UJ. u_ 5 a. W0 1Z yg Z L f0 8 0 O S C4 W 0 _.J W��pjO' a , a a Z Go L N iNjZ IYy0 IL ZOU U N W ❑�❑ U In m Z tv c+) z � � z N f7 U) N z LL 1't • i cn o U 0 ra., 8 Ul C r N in U � LU = L V s ¢ N M o w M M i O Z 6 LL �i E ?® QE E U w0 i <o XU oa w¢ 0U Z O E O i aZO O �z 0 °do 1Z a wz d ra Vi � - C OUPU m0 � mo F $ LL Z U) ab To �Z N 3 a 81 50 NW W LL O O w� �O aF 5P o0 3 O' > LO^ LL. O m (D cM L � W O U LIB Y 0 c (j co m O I\ �•/ T r ca O O 2 N T- 00 CD00 CV L1•i r 000 M r CN o Z M Z OICU a E U ¢ o _J JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. 3.1 a c a 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. 12 5� I_ r — r -------- off 15'-0" RIDGE VENT 12 VENT EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 :Z::::�5 -01, T-1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION — Al 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 :!�5 T.O.M. HDR HGT. 1'-0" TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 3'-0" (TYP.) (TYP.) co F.FL. RIGHT ELEVATION — Al SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ""G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "*ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings Ail flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. N 0 N co N 0 '0. ��'��•'GENSF'• 3r GD:��� TTJD w *• � M .iw•. a - U ,: A- N "11:titfkt+ To the best of the Engineers knowledge, information and belef, 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 FW- � E r- U Lo 8 pp N 0 0 J LL C tli - % # " W rn ti rL V - w a' a�r�iv a Y MULL a ry++ 5 0 0 0 N t0 m O J Z L . a a N cN+�Z dQ'y O U N W OU z N M z � z a �4 z C�3 N w � a U O w 8 V) c w 8 _ � c N � � S o M N 0 W Q LL E =o io ow >- zo p E O H a� 0 R� wa S. Z C E N r0 i d' z . o Fdo a -Z w Z � c �f 0 Z'ff 'aw Z N N to N o OLLLL 2Z U W 3 WW �G ray i�� z CIF CO oz zla pF o 3 O > Ln LiL O rn B CO c� L /11 W> � 0 T U Ltn U > O O j_ r V �- O = a)rn N Ln f 1'� pop T E c N M Z M E O E �' w a U � ¢ p JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. 3.2 li I;I:Y 11� k,"11li .. � II!- ,i , i -L-. - -- - - - - - - - ---rI tie 2" 2" *NOTE: VARIES 1'-10" 12' CAP CAP iv 111 N FOAM TO BE USED ONLY WHEN 1" RADIUS 1/2" RADIUS ih = - CO REQUIRED BYCOMM ^ =,N 31/2" RADIUS iv bo _ `D SPECS IFTY NOT,^ 1" 2" OPENING VARIES 2" 2" iv 3/4" RADIUS 11-54" Mir Mla DETAIL TO BE 111 111 l" C9 BUILT W/ STUCCO. 1/2" RADIUS 1" 1" c i EDGE OF 1114" VARIES v T OPENING VARIES o Co :- 1 fV �2„ 1�" VARIES VARIES TIN 1' 1 111 11 (I, 11, 1 1/2" RADIUS 4° 11 �11 34 4 4„ Alll 42 Mla 2" z z 2 1/2" RADIUS icy r My c 44 N MIV VARIES 12" 11 ,1 1111 32 1" 111 1" BASE fO CV BASE 311 TIN 211 211 � Al 111 111 T a �11 11_OII Illlff N 4 4 L 1,11 � *NOTE: VARIES 811 211 3„ FOAM TO BE USED ONLY WHEN CO io REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2' _ 11�11 11 141. ff Tay DETAIL TO BE 2" 2" BUILT W/ STUCCO. 24" EDGE OF OPENING � , 6 �. • ' rem O 1 1-1/2" THICK 1-1/2" THICK 4" 10" CV �411 10" _ N � z T rn r Ch 4" 2" N 2" 4" 3" 6" _ 211 211 N W Q W - I 1-1/2" THICK 31' 214" 4 - 2'-4" 1'-1011 '�—� e} 52 1'-5' S2' 5411 1'-4" 3" io O 2 ' 411 U -' VARIES VARIES tll 2 N W 2211 Q > Ch It I • VARIES VARIES p11 C ftll, 4�11 1" 11 1" �1 P 11'r I 1 r--------- Cv iv � `° `° Ft� Q 6" 4" KEYSTONE F11 0 OPTIONAL KEYSTONE F11 00 OPTIONAL LT' { Rs. z 4411 io R4 r„ 11 -�- 21 � ' 4" GARAGE DR. OPENING 4" 311 4 ' 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14" 1'-6a" 14. 12" 2'_1" 1'-4" 2" • FOAM/ EPS MATERIAL IS ACCEPTED l. 5411 1 "12" 5-4FT T-8" 7" N 111 4" T-0" 4" iV 10" 1'.4" 101, 0 00 � io N 1 N N T CN �S% 1" Rr0.1 1111 2 1„ GENERAL NOTES: M o • 1.5 LBS DENSITY STYROFOAM � • POLYCOAT (HARD COAT) I I • ACRYLIC SAND FINISH r CV L�tvkO� o 0 %o��•' ti�s�/'% * e co ; 87 :* •/�: a �O•� _oF To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q ECD M W) n tp ao N r 0 CD (fir 0 20 J u. # `. Lu d: � ,n �M0� �C Uj LL a. Y Z LL U. ;; a U c @ N c0 0 K O J W 'r' C a CD N Cl) pV Z W ❑�❑ U Z poN Z p� U) z or Q Ov d � — N Vi M Z CZ �D o � N � W 0 w $ 04 U c r— r U I U' C a Qc s� O M W r% z p £ 2 Q a E Z � w' 0� 40 oa U K 0 O° Z O N &� ao °� az o N YJ NO mo Zz Z t�A J Cn Ow QZ s Z z0 a 2. w LL a° �w W C-3 O co w� ax ° il°a 3 O > Lo m m L Y! � O LO "> ,c > LO 0 U iR '^ C m 0 I\ T v W O O7 .� 2 N00 r N T T 00 a)o T E N Z Z E O M a U ¢ p JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W P WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) H9 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER own ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER 10, #14 copper to lights & outlets NEMA 1 01 #12 copper to 20 amp ckts 150 AMP/ 200 AMP #10-2 copper to WH 01 #10-3 copper to Dryer METER M&INT 0 r /0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUND DisconneL#4GROUNDING POWER CO. FEED Bare Cu Ground INTERSYSTEM BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 Y 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. III 2^ VI`1 "IA I PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH BUILDER H.B. (� _ _ IRRIGATION _ _ _ _ '1 GFI ---- 1 VERIFY LOCATION GFI @ 44" A.F.F. I - ! i L I Q ELECTRICAL PANEL I I O I I I II I I I W.I. C ITE �fil�' OWNER'S S� / - -_---. - ! I' 1 I I I --- \ 2 CAR GARAGE 12 GFI FOR I I I / ROUGH -IN FOR GAR. DOOM I I / OPT. CLG. FAN/ I CaF1 I I I LIGHT PRE -WIRE -_ GFI @ 44" / A.F.F. 1 I I I I I ------------J r-�--i I I I S.D. / / dVP tqpL' ' I C.M 0 T. OPT. I 1 1 I I I N, li I I I Uri_ I I I L------------- I I GFI @ 44" I ` T A.F.F. FAMILY RM -- 01 1 I i ENTRY ROUGH -IN FOR / / �� —�T - WID OPT. CLG. FAN/ - GFI LIGHT PRE -WIRE 1------- U.C. OUTLET t3 _ 3-- FORDW--------------- ---------- S.D. S.D. U.C. OUTLET , G rM 1 1 OPT. � =GFI ----- i REF- / I FI -= -� BEDROOM 2 S.D. { PA I�O CAFE GFI ------ GF` -- /� / \ O I �\ 1 BEDFWOOM 31 - 1 BEDROOM 4 TIHGFI / I j OUGH-IN FOR �/ /� / I \ ROUGH -IN FOR i ;F8 INKwIDIS OPT. CLG. FAN/ OPT. CLG. FAN/ VIM F4�C.-SwfTn}i' LIGHT PRE -WIRE TIPENDANT tSP AS QQ IsAt_ LIGHT PRE -WIRE I O \ ER SPECS \ -� ROUGH -IN FOR I \ OPT. CLG. FAN/ I L0 \ / LIGHT PRE -WIRE CPAD- i 3 GFI • GFI I 111111111 lip DEDICATED RECEPTACLE WP H. FOR MICROWAVE RANGE GFI DISC. HOOD PER SPECS ELECTRICAL PLAN — ELEV—Al N 0 N cfl N 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 Eo OD nJpp C N 0 .0LL LL w WrC jr-,aFA �0 LLat Lu C103 m LL LL -1 . N li ul S O Z r.0 @ v �7 �� N� p m O J W Z 02pjO' a N �Z�rnO Q o U 3 co Z W v 000 0 M z oN z z Q J — rZ N — N M zC21 (� w m p a U 0 m w $ V) C N �l� 5 RigW = L c U) Q N 0 r• o W CAM a Z a 1= 0ca V w j _® c) Ica X0 00 ZE O N as 'Z-az afLL0 0� �W .2 0 z Z Z N N J mm i7m QW �N N 3 n 0� w0 z 50 Yw W U 12 �� a° (00(pp �l zl4 Ei U 3 0124 = a mil/ O L ^' � O O T W N ; L.J.. O C m CO T O O = N r •T I 00 00 N T 00 T E Z CN M o Z Z E C) a E U Q 4ic p JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation ( See Elev) required needed required soffit by upper needed ventilators Main 29 1 Floor 2373 2278 325 1139 81 570 573.0 (Zone 1) 435.0 138.0 —NOTE— GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4'=l'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SO. FT. .ff not enough vented soffit is provided due to fire protection, the contractor shall use the 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) N O CV CG ,, LEWKO ,,� o �,. P %�� .•'D.. ENSE••• d',�%, ••.•* PE78750 No w r * � r Cr i'�'• STAt .74u- �,� seI 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. Yt n H Q n g E N" J O N 8Im 0 c`a tit 0 �,na�or�i rn n h LL W _ ej040 a SY, �pp LL LL d W 13Z SSG t W CS 0 O W W :GE'4Gx__' Cc 00-J d C�& W Z I IL Co 6 ¢ a LOMz I%n 0 S y Z W OU ❑0O U Z N c7 Z � [yjtK�l Z � J 013 C�C O 1W T .0 V) Il W y m O w o N c� C W (� r— in w _ W U o C t Q Y • N � O W 2 M io W C E -0 ZO Q N v WZ �o X Uj o2 wp U Z C 00 N $z ao V iZ �z c - c =S m� Zz Z.- J �Z Qw oa W r LL �LL a N W �cs �W �d zl� a OO 3 O Lo 1..L N ,s rO W 0 L ^' W � 0 i U LO CN ^ ' O O nQ 1..� m co C 0 E N O — 2 rn rn 00 N LO r r 000 r E N M o z z E O a E m JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. 5 -0" V-6" 6_785" 6'4181 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6-4-" 7-_18' TYP @ 1 STORY U.N.O. A S3 H.B. [coil TO BUILDER (2) #5 REBAR 4'-0" 12'-1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL 1 p PROTECTION 0,-0„ I WHEN REQUIRE D I ■ I :: I : PER FBC • 35'-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. boo = I SLAB FOR HERNANDO I M •T 1 I: K N C I COUNTY ONLY r S3 T S3 3-1/2" MIN 2500 PSI CONC I SLAB OVER 6 MIL VISQUEEN 2-7a" 4'-9" 4'-10" 11 VAPOR BARRIER EDGE OF SLAB 2" _ ■ • I I CJ :: I •GJ : I : BEYOND WALL CJ I o ` to rn x °0 Noo 5-4- V-10" 3'_6" r .0 CN Cke (2) #5 REBAR VERTICALS w/ in I A� I J PT• OPT. D 1 I -31/2' I r� FILLED CELL „ „ „ C, 2 -6 x2 -6 X1-0 FTG SLOPE ' 1 _ W/ (3) #5 E.W. S3 3'-5" 7'-1" (2) #5 REBAR I :� I � 2'-6" x Z-6" x I N I AHU I I VERTICALS w/ in 1 W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A CC ! I S3 S3 FILLED CELL I o0 S3 .. Tl� —JCJICJ — — — ....... . _ .'._'._'._'_'_'_'_ . ■ 9_ "'.'.'.'.'.'.'.'.' 25'-10�"——... 128 28 ■ 2'-6"x2'-6"X1'-O" FTG W/ (3) #5 E.W. I 4" I L o () #5 REBAR R 1 / I PROVIDE y2' x 9" INDICATES FILLED CELL w/ 3000 PSI "' CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT. OOR � � SLOPE 1 S3 io ' `r in VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB % HVAC CHASE TOP OF CONC./ PAVER T BE 4' 4'-0" I 4'-4" 4'-6' ' FILLED CELL I TYP @ ALL PLACES SHOWN % BASED ON 0'-0" BELOW FIN. FLR. � ■ ■ ■ ■ ■ ' '.. 1 HOOKED FTG. DOWELS 5" EMBED I i i LOCATION I ................... W/ 25" EXT. ABOVE SLAB "GRADE 40 :::::::::::: 1 ' ISTEEL" ii� -----,-----� 4'-0" 16'-10" '12'-10" o 10'-10�" " ' ' rj I STEPS AS REQUIRED PER FIELD PROVIDE 1 Y" RECESS I i i I .' . I FOR SGD. REFER TO KITCHEN ISLAND ' ' MASON'S SLOPE FOR LOW WALLS OPT. " " ' "' ' CONDITIONS WIDTH i ■ i� CJ F------------� CJ REF. ': -L-CJ CJ:. CJ-- ■ — — — j I ° I I TYP @ 1 F CHASE TO ISLAND :: t I STORY U.N.O. - N o S3 I i i� I I D.W. I c q in °0 1 L! J— :: III -1 S3 in `n _ _ — — I :: l I I i SINK / DISP ; ; ; ' t t 1 1 3 1/2" t 1, 0 -0 L — — 16'-0" 2'-94" 6'-10" I ■ Cfl 2 Ili 1 .- o 1 — J - H.B� 3'-0" 64" 1,_985" 3' TYP @ 1 STORY U.N.O. A S3 X-10" L 6'-0" -10" 2'-10P'" � 5'-11 FOUNDATION PLAN MONO — ELEV—Al SCALE: %4'=V-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 -- T--� w w �'CL CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. J.O. Iternate: i reinf. bars shall be t. around comer by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 N co �1111111i1/I o LE Wkp ENS�•��,�% . � o C: No 8750 r F ' Luz `V,No �� �•,. O R ✓'�isS/ONAii%�``. 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r» g a o 6 N� Lo C W LL ik LL W ,� rA 40 0 �riv- LL a Y Q JLLu_ aw Z fOCv 0 WO' a Z 00 IL LN MZ d d xO Z00 Uy -5.r N W El ❑ ❑ z �z Z n CL- z C1 CD S QX N - 'n c U O 8 V) C N �N U) in w m t U � Q Y Q M M m� w M � o � LJL E E o w �o oLL >� fir Z® Q t� �= R. oa 70 z O E N � C dp °dS �°2' Z i� io U� m0 F Z� Z co � NO Q W z (�. (/� pp O� Z <° U d u =LL Nw < =I� ° o cp O.R x'o '7 0 3 O LL N C9 L � Wj U L[i _ > N Q Y o O C m o N r M O O — 7 N u'i T T 0000 l"' E �_ M LO Z O rN E y m C C a � � � U 0 Q 0 J JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. 6 ALLOWABLE RSH ENGINEERED CLADD NG W NDFPRESSURES AND SUUCTIIONPER ASCE 7-16 ROOFIS GN FORM AN ROOFOHEIGHT 5T 5 ftND ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 1 -60.99 1 -78.58 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 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s" EXP. 1 C%6) or t 2" EXP. 1 (32/16) TILE: ty32" E:XP. 1 (fie) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS 2 WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/- " SHEATHING SHALL BE FASTENED HIP ROOF >20 TO 27 DEG. [4:12]-[6:12] a=4ft WITH ASTM F1667 RSRS-0310d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS* 7r-* 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=oft GABLE ROOF RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[6:12] 27 DEG. W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H 10A 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)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 114" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10)1/4" x 2 l/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" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 1 D SINKERS & I LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32)16D SINKERS & (14) 1/4" x 2 114" TITENS (2 PLY) OR (28)16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32)16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 555 12-1Od x 1 1/2" HHCP2 1 680 1 570 (20)1 Od 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 (+/- 61 *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 T GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS lei 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 D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: Y4'=1'-0" N O N m N 0 %.. P ,LEWjf6 .`-.`_,<�'-�,ENSF•�dS �'. C,: No pE78750 r• " ✓U •� i�d*'•. R •,�� SS I ON AX %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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E a r` o 8. N C '1 °0 S J LL ac " w a �No- mmv LL a a J LL LL I SX, d W Sc Z t m$_ B W Wr- rn 00 m a co _ U) MZ LLZ d da ity0 _ W ❑ ❑ ❑ c9 z N � Z z n J - N M z � --J N (� w m a io U O w $ N c C-4 S:9 U r , U c � t0 M jw zo z 1.1 coo s z0 a O cow ? o c: _E H o E U °dz 0° C:) '° m cog ao wz m� ro N C ZZ Y 0 ZLL Z J �b a w 2y 3 0 zp az W 3 w �LL z w SQIx J = LM O w _ wr v3 O > U) I..L O W L � W' U Ln CNI Q O C) m _� O /CL E �- 1"- f0 o 0) im 0010) N LO r ui M CNI iii o z z E O U a0 _j a o JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 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. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .O a e vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS INNA 1: pC Ulu 8F44 1B/1T8F401B/1T 8RF40OB/1T 8F321B/1T ® © ® 8 FORM A: GROUT SOLID o T �• � J O " /5 BAR CONT. 8F12-1 B/1 T V' LINTEL DETAIL SCALE = N.T.S. E F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J Lu 8 F 16- B/ 1 T g tNOMINA1 � QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c-ii' precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S REBAR IN. (1) REaD L/EAR ALTERNATE POWERS STEEL LINTEL ° #5 REBAR AT TOP ° ° G ,M.U. 44 ° GROUT MIN. (1) REO'D ° d 1-1/2" CLEAR D e ° a a n J t] Q ° m F ¢ d C.M.U. 5 REBAR AT = - cn w o BOTTOM OF LINTEL CAVITY r�i w - UJ V OF t~i) w \ OTTOM o ¢ Cf O Q REINFORCING PROVIDED IN LINTEL ¢ LL _J - ci�u m Zd •�o' C7 03 )� D 1 D 5 REBAR AT BOTTC INDICATED 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4'=1'-0" O (V CID 0 P ��_EWKo'-,,, % N S F' •. S',�� ��� P 750 No QF :Lux si0(nP, ,I)II11101`` 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. H Q n o£ co r" N cil N 0 C J J LL 0 9) ... co�i rA r- I` � Yt", a LL !L a �Mv c�LLti o a u� 5 0YYnn Z _ o .CM ooc 01W �, W �irrn $ •MLL 7" u1 rN)Z a Q'y0 ZN a O U U y W ❑❑❑ U c') v' � z N z z o J � Ora Z C9 � I O w $ (/) c y '® U w Jm t 0�' •• C _ (� W W zz �� M � O Z -1ZO Ep o )z 2 O E U cc f- o xu U p oc) Z Q M V E N L g 2 �8 W W ¢ +�+ r0 C m� o ZF LL Z J "�a QW 2w 'w OU z o WwLL J Oil= _1w �t= 2O > Lo O 20 CO (' W o O T N .> > Q U 2 O CL 0 C7 CO /C/�,� m o t\ cv OVJ ai 0) 0) 00 N LO T T 00 M T E N Z Z E O a v _ a a 3 JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS RE. FBRC R308.4 R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t 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 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 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: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-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 WI 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 A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525.87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 1'-0" away from the building side walls. 3. IrrigatioNsprinMer syystems including all risers and splay heads shall n8t be installed within 1-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C crete overpo and mortar along the foundation perimeter must be removed be ore exterior sot 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 SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORRESPONSIBILITY S 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8' 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 OUTLET WIT S, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 0 N c� LEW I o NSF••• ��`,��•'�.�GF_ No PE7B750 *' * :Cc TATE OF f.0 : �r�%�� • t O R \ �; •���` . •,�I/ SS'O P; 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. a c N o c 11J. J g ,n a°°o , st LL a dl v�No LL 0. L� J LL LL 0(� 11 C W a W S `ay o t cm� o rn o EL O a W co Z N M Z C L c a it O Z O U U W ❑7❑ z � z J cL V) z CD Cz € 4 w U o a 0 C 8 N m 63 � • U o � w z E s 5 i < v go Q Fz oa Fo zU Uo oU CDi8 E N rp i o °d 'dS E.d E. w "z, d ,p N C m2 o zz w m 3 3. 0� o Rz ai W U 10 1� c �z w _ to toF zl�a o. � 3 O >Lo m CO 0 L � W O U LO .� > N .-. 2 O CL c m 0 ^C, T 04 co O a) = N r o) 0) 00 04 LO T T 00 r' E N "�' Z z E E :: tu c a 0 _i Q JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. SIN 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" STUB -OUT FOR " 0 1'-0o o GAS METER U 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. 19'4" (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'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" orp nel wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 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 ,'t 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. 900 HOOK BOND BEAM kn w STD. 90° CONT. #5 BAR , >� HOOK (��F BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v 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 a@ INT. BRIG. WALL N.T.S. 1/8" min. 2" min. 2„ } Small gap „ 4 max. Q Clinch nails when possible Tight fit — L-_] Ij 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- BCI 6000s® BCl6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 3-16d 3-16d r)7/8" 4 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. SIMPSON MGT w/ (22)10d NAILS TYP. �GIRDERTRUSS `\ _ r 2X TOP PLATE 5/8"9 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. 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 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 M ETA12 TSS INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 pff max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists meet below wall, or wall stacks directly over wall or Load bearing wall must stack e Load bearing wall must stack over *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* blocking and wall or beam below.* C Joist consideration. Check L local buildingEl When joists meet over wall, provide code forappropriate 11/16" 1 3/4" minimum bearing for each. I -Joist can be offset PLUMBING LINE up to 3' to avoid details in One 10d box areas=20 of high or-20 sinker vertical plumbing TOP (2) #5's x 4'-0" lateral load. nail each side 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE at bearing. JOISTS OFFSET A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM N.T.S. WALL 4 a a . A 4 0 Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. '• -• _ °' ° • ° `A blocking panel *Non -stacking walls — 10d nails require additional consideration. oo • • Squash block SECTION INT. BRIG. WALL _ _ _ (2x4 minimum) @ _ _ • FINI GRADE Bearing wall, Versa -Lam LVL or N.T.S. - Glulam Beam 0 _ � rvv nvLw krs�,Lr i 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 .. , ....MM-...,_.._ 00I rl 6"" A 1y2" ROUND HOLE MAY J 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 %" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" 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. 1Y" 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 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1l4"-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 0 requirements 0.6 X Joist ° depth oo I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEMS SEE PLAN FOR--'•. • .. FOUNDATION INFO ' q ' A' ' STEM FOUNDATION GRADE REINF. SEE PLAN Pit, UmAot 4 rvl, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION /F I q A 4 A \\ d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE AV. ° 'A / • Aa --- 4 v A A• a e c T • Tr e SEE FND. PLN. SIZE & REINF. 0 N 1-EWKpty.,. E78750LU L-0 ft • P,TE OF : w To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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. rA W F y o E n a oO coN8 ��vt J LL o Lo CD NC J a W� F- I-L 3? w 0- C4 CD QLLii a W Z13Q � I% [ t m 0 § lNrp 6 O W ��d a Z ILW Z a N MZ ittn O O U cQi y W 01 1 z N � " C4 z ^ ' - N Z M � o W _ W N_ r� •U a ON W S in c "' ' co U d w m F_ J � miry V c 'o Q N �_ 0 s� O M �w Q LL p a�z® Y � a 0 ui �� oa Oi= (N�� � % o y p a z � W L Cq Q O o m i �o i LL z 2 <W o �W z= g$ W �o LL a W r- J � o yw w =~ >° OV i�d a� �3 O = LA LO I O m 0 IL W � O U Lsn .> N .-. Q U > 0 O (0 �..� m 0 r__ T_ cco o) 0) N Ln T 00 f E c M Z Z E CDN m a U � Q p JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. SN 1 3 Cx a rn CD S N 0 N 0 N i Q 0 N 0p J M N t i v i C 3 CI Q 0 i E F•- E s i s 0 v i i ri 0 0 J LZ O S C 0 N W ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES INSU 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 N r- METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER ip° SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ ASTMD7158-CLASS G or H, or ASTMD3161-CLASS F, IN ' ACCORDANCE w/ TABLE *8" R905.2.6.1, FLORIDA BUILDINGCODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL NAILER STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4"INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONCJPER M AT GARAGE CONTRACTOR MIN PSI MAY VARY TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 0- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c Z 00 M mr _ s 6 MIL VAPOR > z BARRIER 1> �r 4 D r COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. O U 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION K'�A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS z M � • r FRIM —I SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S.`IIIIIiiS3 ADDITIONAL INFORMATION. *1F --r/AF —7/IF 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 s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHO]21-1 NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AN ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 11 A F. F. t O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ° ° ° ° @ 24" O.C.) 2 F OR FIBERMESH ATTACHMENTS 6 x 6 OR FIBERMESH a ° ° ° ° ° ° ° ° a ° ELEV. -0'-31/2" �31/2"MIN. �31l2"MIN. ° ° a ° ° ° ° ° 2x4 CONT. ° ° A.F.F. O e ° _ / _ ° ° d ° ° ° d ° ° N P °• ° 1/2"(min.)- 4" o ° 9' — — 1/2"(min.)4A" 0 1 GARAGE DEPTH VARIES ° ° 31/2"(m n. - 4" ° • 31/2"(min)�- .4 y I=y (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. '' GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL C @(*'CC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'4° S3 co- �.( O S�GVRE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs.t�E NAILED W/ 8d COMMON NAILS @ 4" 0/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,� N�N�o S LOAD BEARING OR W INSULATION PER FBC AND ENERGY �/ co 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.11) :a #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR G/S3 FOR ANCHOR N "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W! 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS " @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT 24 �° ON (IF NO UP LIFT ON WALL SEE LIFT 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 24" MIN. LAP] [ #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c w/ (10)10d NAILS N 2x P.T. PLATE ., WEEP SCREED INSTALLED END OF 2" x PLATE WWF OR FIBERMESH '- E M TYP. T ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o w U .. e , u ' GRADE �„ _ ° '" z #3 & #4 LAP SPLICE GRADE40 MIN. Fy=40ksi a e " p °' FINISH GRADE O0 25"MIN. LAP 30" MIN. LAP][GRADE [ 60 MIN. Fy= 60ksi] a g — m p _ Q — r r MONO OR STEMWALL ° — . �r FOOTING MONO SHOWN FOR CLARITY ° ow D D D _ _ oO 6 MIL VAPOR BARRIEff-It ;. ° — ;: R 1 7/8" `� _— ° o P =1 I =1 i =I = (=III=I N Z #5 REINFORCING BAR — — — r ° °=1 I=1 I I —I I I —I 11- z #5 LAP SPLICE (ON _ — pul NOTE: *FOR p P 8 1=1 III— —III=1 I —I 1-111-1 I I 1=III=III-111-111COMP. SOIL. COMPACTED TO° (10"(TYP.) 36" MIN. LAP [36" MIN. LAP) 3" CHHAIRS 8" 1'.4" 8" BEARING WALL I=i I=1 I I=III=III=III=' T W/UPLIFT ONLY _ _ _ _ __ — — —_= 95% MODIFIED PROCTOR ASTMD1557)1'-4" #s REINFORCING BAR #5 STD. 90 HOOK — I #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 RI AR INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 WWF OR FIBERMESH GRADE1 u­ 101 �11 11=11=.11911 EW -- - I 1�IT�I1�ITu II�10� _ • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M _ N • 4. 4' °P lit L SEE A/S3 OR J/S6 -I I I I l t r 1" , I 1. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALAI'I INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e ' - N_ M 6 MIL VAPOR — BARRIER SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM a SEE ROOF PLAN c_ a <, ' °. ° ' ePM -� (2) HTS20 FOR STRUCTURAL _� _ Al' -BEAM SIZE & ' CONNECTION INFO r I I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g co z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM CA) SCALE: S3 SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 ::z-­ 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTLLS END FILL E TO PAD a —INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. 1' ' ON FLOOR PLAN SIZE VARIES PER PLAN M / CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 9 GRADEa FILLED SOLID (SEE PLAN FOR - _ _ _ ° a _ 6 x 6 W1.4 x W1.4 �, SIZE AND REINFORCEMENT) C7 ;III=III ° °• �=III= =III=I r WWF OR FIBERMESH M z w a=III— I— a w I —III—III=1 —I I w 1= 1=11= U a SI✓ BRICK PAVERS or SLAB PER W p o _ =III -III=I ! • °• — — — — = z z 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 1 1 I S COMMUNITY `� • • BEYOND PAD REINFO 3" MIN. CLEARANCE ION (SEE SCHEDULE) - - ---- „ TAPERED COLUMN FRAMING rCD 12 PATIO COLUMN FTG. DETAIL � �N 0 N cfl 0 vV;'•No PE78750 ';* :cc: = :W: ySTA? E o 0. \�Q,•�\�: 0Na� To the best of the Engineers knowledge, information and belief, the structural plans and spedfica'ons contained wkhin 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. a .o g a 0Lo 0) ra_ ILa 5 0 -9 Me � r0 m 0 J Z 'o ¢ a ,r•) M Z J N O N LW OU -a (0 Z ❑a❑ z � z a N (o Z � 0 o d--J � a •U N — g S O C I ^ O U c 5 c U) • �0 o w z�o U- E E �� � ZQ Q o C, OoN �'z �U � -= an wm o �o¢ OM Z W< �0 — C o O >Z z rw O6U fmW p W 3 LL aZ �L � N Z o F o= IIIIIIIIII' d' ow l°d O 3 .2 10 > Lo � O m L � 0 0 r �> ' Q ' Y 22 O (j (O nC' m O T � co O VV 2 N T N Li) T—T iii 00 r E c M 2 Z E CD E m U Q p JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP EVENLY LS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" W4' BLOCKING @EACH END W/ 10d @ " O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SQ 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" 0/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) �— ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. rya CL TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR J ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT _II ?111111100 ■_r ..... - ■�lII i ■■ IIIMIN NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4e FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J LU o' FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .:, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 4 4 E a n a 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. 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 C� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a iARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' -4' (1) (2) (1) (2) (1) LSTA30 4'-9- (2) 3) (2) (2) (1) LSTA30 9' -16' (3) (4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER B • 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. 0014. 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. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d ry NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1!2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) w O/C FIELD v ? aQ 2x TOP PLATE '- `n 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB STUD 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O. O.C.MAX. . PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FEQUAL @ 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. BLOCK 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 i-,� NAILS TOTAL) EA. SIDE OF 48„ 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 M SCALE: N.T.S. �4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALLK 'JN� SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING ROOF TRUSS ABOVE /- 2X BLOCKING INTO ---(2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR io 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SP1 • K.O. BLOCK W/(1) SIMPSON SIMPSON -BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE LZI @ 2'-0" O.C. a MASONRY WALL 4 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 10d NAILS @ 4" STAGGERED A 10d NAILS @ 6" O.C. T E NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 S AGG RED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" o (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0 SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 4 d 4a 4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 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 0 N N 0 1"E WK �I., �NS�•11's��,��'. ` PETS750 Nfl a 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. W r 0 j. 0 C C14 Lo �p J LPL C 7 in ao Lu a� C,4 0 LL a SY� C :0 'V _9LLLL Z LL 0 @ 0 °WOE @C r WQM'°'°' 0 a 'Z N MZ U a a Q'-O v rVn ZO W ❑ ❑ ❑ z N z Co z N N z - o LL Cz-d (n (10 o u —� D O w $ cn � y]k U 1.lA J t U 0 Q � • -0 N f• o W Z M -.r EO Zo NK s° o Z• 0� E U uj ❑a W ix 0 E K Q �a ads 08 N � d i wg °do WZ �� m0 CO = - H Y U N O r Z OW Q W z coJ F b Z O ° N0z_ W a _1 O �z iJ� �5 a? i� ° O > LLB L.L O C L Y! O U L0 *> (D N _ Q Y O O r1 0 0 (0 C m CO T� v (0 O7 T O T CY) (7) I N Ln T � r E M cCN z O rn E a: c n a 0 � :2o � JOB NO : 21-2032 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) N. SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS•--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX' 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/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 2" P T PLATE 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR �A SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE o 0 APPROX. 8" FROM @ 8 -0 O/C. EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)1 Od TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. EACH JOINT w/ (3)10d & SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OS 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD " SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING `- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1Od & (2)1Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED • (2)16d NAILS W/ (2)16d TOENAILS INTO x6 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"X6" P.T. SILL NOTCH "L" BRACE HERE „ WEEP SCREED „„ „ " THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3 @ 4 O/C SPACED 2x4 "T" ON TOP OF PANEL (2)16d INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2"SDS SCREWS TO @ 48" O.C. SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS BLOCKING,, FASTEN WITH TRUSS & 4 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1Odx3 @ 4 0/C ( ) 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER 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)1 Old NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 10d 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 Ax AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR�i SEE STRUCTURAL X-BRACING, AND TOP N NOTES AND NAILING CHORD BLOCKING go � SCHEDULE FOR INFORMATION -ill SHEATHING DETAIL BACKNAIL w/ 11 " (2)16d NAILS - WOOD TRUSSES 00 � 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2" 1 1 2" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3)Ot zzzl BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS - 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1 /4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL reenre ne eun�nrnt rno 1 PLY' 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE 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. S5 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r- WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA wl (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION yr r nF_ Ln� n LXMIR11191n r rvr• N�- -- ' - - ' - ZX4 " I " UN I UN Uh PANtL� EXT. WALL CONN. BLOCKING, FASTEN WITH 2X4 BLOCKING W/ - .. 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARING LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEETYP.WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. 55 91NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2)16d PER JOINT ..,.. , .,..,.,..., .,., ...,,...,.,....... ....,.� 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 1 S5 12 6.9 MAX. GABLE TRUSS 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131"@8"O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 a . a n ° a a . a a ciao d � S TI e a a II d e_ d a � � • • III � • < d• all d ad all e, a a � a llae _—- aid � day CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \— MINIMUM (2)16d PER JOINT \— MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3)1 Od x 3" AT i EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON —LOAD BEARING LOCATION (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" - 3'-0" T-0" - V-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —uvry r . ocrnnv.a — GABLE END BRACING DETAIL SCALE:3/4"=T-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 CORNERJACK C7 Y a Ir w z Ir O U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J 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 7 AS PER HIB 91 SCALE: N.T.S. S5 w C 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. w CJ Cl W 4, hk Ll M 1ki, omm 151111111111111111 2 NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 CV c10 `��aaaarr)rrrr c P. 0tL . . - Ns 50: N1C, CCUj A rrrraaa To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residenfial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a Q c q 8 O N LO kq J v N O C Lo 0 G Go ,� J *k 0) rn � n � Qd C, LL w - a �[ � -9 U_ Q 0 �o W Y,LL M z O� NN U_jO Z Ua co W ❑�❑ z N z z o ¢ v J CL � N z N � .0 V W s IUl Ly N v , ) U c asw � L c in � s M y M � o z � LPL E s® Q fd 0 f- 6 o XU Uo DU z � N (O a� < 8 rr� W Z w� L rq C: mo o Z LL z N �� $ w no Lnw W 3t __ 9M 1; C)W �� o;o il�d t� 3 O > Lo O 0 L O a) o C)LO ' " ^ > x V O O o M 0 r- m o O 2 N r O — 00) rn 04LO L1) 00 r E c, M N y 0 M Z O Ea�/ a U 0 'a p C JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. S5 �� �� ....r. r...a..� �� __ .� ... i , .. a r�■ �. i•�au yw.uan� uwG,re +,. �. .. ..r.ii,lLlW:> >. 1 ullL I . .ks.d4.r 11 , ■ LL 1 1 ! I.l .. 1L �,.�' I ,Il . I� u I - __ --_ G✓t.l it 1 i �I 1/4" MAX n SOLID BLKG. AT TOP BTWN. I ARCH BLKG. & BUCK -� 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1x4 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING 2 ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16"� FURRING TAPCONS ( ) TAPCON @ 16" O.C. & 4" 2Xg TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRYTHROUGH „ 2" EDGE DIST. ATTACH 1-1/2 DETAIL 1x8w/ (2) ROWS 8d NALS 311 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED 12" 0 C @ 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3116" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 *2M" @ 16" O.C. & END w/ MIN. 2" EDGE DIST.4" FURRINTAPCON FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/411 DETAIL BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - EMBEDMENT INTO K.) r1/4" MAX 1t Z-O" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH - 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K 13-13 SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB/ (TYP,) STD, 90' HOOK (1 rx ±5^ NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1AN21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/s" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE i TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EXPANSION STRIP TYPE II OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. _ // 4'-0" MAX SEE PLAN #2 CONT (MATCH T IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" 71 6. MOW GRADE o C ° C14 ° z Z ° (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦ DO NOT DO THIS ♦ ,R ♦ YP.) rHE :S #5 REBAR (TYP,) ' i `STD. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ALUM DRIP EDGE - 2x SUB FASCIA t- CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3" LONG T-NAILS @ 24" O.C. WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (-) FOR SOFFITS V-4" & GREATER REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS THAN V-4" MID BLOCKING NOT REQUIRED *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. Jr (2)10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + CFNO�y PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + SOFFIT + 2X4 SYP .. • + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF CUFGT r)) AMr) SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z O U- 0 LU U- I— U @ FIRST COURSE ♦ H SS 2"x BOT. PLATE W/ (2)10d @ 6" Q.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD �- ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAM 10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4-13/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ' ''' OVERHAN -s. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 110 NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5141 Ill SCALE: N.T.S. BAR 10" ° CENTERED W/ 4 ° .:' y► IN TOP b KNOCKOUT / N ° CHAIR BLOCK MONO FOOTING _ SIZE AND REINF. PER PLAN •° °• °, AND SECTION DETAILS -I CLEAN FILL .► °• ° ° DIRT z ° STANDARD q s 90r HOOK N #5 BAR IN _• FILLED CELL -OL, • L• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = VI DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"1 MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO a EXISTING FOOTING (2) #5x6' IN CONC. U) N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N O N co ,��111111r1tt,�/ o e'.c `•\C'E N `" mac••• s�ji �'. Pjo E7g750 '; ar • `OF •u -t5 hT EZ. 1 ON PX �`�3►rrnrNll' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E U.J ., 0 a 0 5 Lo E a U) :R oS a-0i v u. w YYn a 9LLLL rn a S 0 _ g_°a, 13 01 W N t0 W ��pjO1 O � a oo = In M Z I L Lp d a -j jr O N Z OU 5 y W 1300 O R Z N � Z � z o J 13 N U N z O o (a) 4-J N U � OLL,04 �Nflu cn cn U f— J r 011> U �o � c u)OD • Q 14M N 1 W cl). z o zo z E >� °co <= XO W� uo Z O N la <Z o wo 0, wZ C:oz U mo o Z z d1 J y O a • Q W z° a o< o LL zS a .W W J � o =I3 X, O ui� ax `= C)= 0 > Ln rr C L � U Ln / • �1 Q i Q O U .0 U CO C m o t\ E N .�. r M o rn CD 000 N U) T r 0 T E c M N 0 M z i6 E 0 In to a E U a cc _j ¢ a � JOB NO : 21-2032 SCALE : AS NOTED SHEET' NO. ISIS fYSWtl.rlY .�11iL 1�i . - .... I1 -• _A CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS TANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS .., , .,.• ` " ..,.. , . . 1 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 DEPTH EXCEEDS S PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. o DIRECTION TYP. —� —Z—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE oh VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS ROOSEEF PLAN F— 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 TYP. 3;�A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) lei C. (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 „ 2x8 #2 SPF RIDGE BEAM .k . 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTION @ ENTRY $ SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B 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 BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS 'IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 200F PLAN FOR MOI VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE L-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDU E/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT SEE PLAN FOR CANT. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR 0. 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER c SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —' `— FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"'� SCALE:NTS SCALE: 3/4"=V-0" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN �. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE r,2� SCALE:NTS 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 a@ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL EACH TRUSS TO NAILER w/ (3)10d SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 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 BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOF/VVALL� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---/ L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS 0 N `IIII1111JJJJJJ N o �.EWKOkv �G E NSF' • ski �'• O�`'`•' '• � Na pE7a750 . cc = Uj is T O A � r�9fiffttllt�� 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. Q LO ofp00 O N - N � 0 Y SO 3�;20° .J u_ ;t"w y C11 JLLU. L �[ a w Z 0 = W C 0 0 Z N M Z a N 0 ZW OU U y ao❑ 0 z N z � z J N z a 0 .8 �1l T (a �U —n u. w m p 0 8 tN c =:) °� co a®w t Q� M � o w � J �E tN w a 1 os ; =® 0 f� 8 �� z o E N � �g ¢ wm00 .5 C/) U NO ff Z z N J �p R 0 QW s� �U W �3 0X,- LL o w mj a§ I 5 °� O > Lo x O' L W � o N .> > Q x o O o m o �— 04 co o O T T— i T rn rn 00 00 Lf) T a; c LO N a)E co z M z s O E M a U _ Q JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU -MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK �6;, 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure I resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING -� REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING i DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as fl in each detail that corresponds to the numbered items in the list o in below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN Ell 4 ") WEATHER dE BARRIER & 1ARILY 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 (SEE DETAIL WP07) ED FLASHING 8 2 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 �© 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK .E AM L V-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT ad SELF-ADHER SELF-ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 3/4"A" 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 SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 20 WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of 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 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. R703.7.3 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 22 C 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 WCEMT. FINISH SILU POTSHELF/CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW 9 9 pp (SEE DETAIL WP01) 7 �� used as flashing shall be applied in accordance with the manufacturer's instructions All flashing shall be applied in a manner to prevent the SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 W rn m I v \` """" da PLASTER STOP W CONTINUOUS BACKER L1J Lu ROD & SEALANT = W H � w rn O = A MON d a 0 SELF -ADHERED FLASHING INSIDE CORNER �Ground� FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO N, DRIP ACCE SOFFIT/CANTILEVER 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 (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 RELEASESE HESIVE AS SHOWN) contraction, ASTMC1281, 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: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 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 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. 1.3 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 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. 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. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS5 FRAMING SHEATHING ANE WRB WRB 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. Cement Plaster over block 1 st floor 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 0 coo O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings amply 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. a E o 8R J N V 0 N im 4: '� jn W V # ik LL w d1 di y2 ZJVl Qj rN0 C _Jii LL w a d Y a 0 Z 0 10 ram 0o i W 5 p N CO AiQjQ1 X O Ia - a IL LLa a T' co N M Z X Ln 0 U y Z O V ❑ ❑ ❑ z z � Z rS v /� V J /, ♦ W - N M Z O0 / /1 C \J o (D w W U o W $ U d CD Mz w M O ZZ Q Za E OV E E- ' WLL <0 �U0 O< wa U� OU Z � N i a Z ado o� W 4; m C Z2 OY mo ZZ Z J <w �z a1 Fb o o2 z ao �r W U s,0 �O� N =K r- = Z Illll� O u _k i? ° 3 E O Ln ON (0c� L a) o r ' U � Q O a U o �O V \L/ C m It\ T M Rill- Oi �- o 2 N r T 00 N Ln L 00 M T L_ r_ CN o Z Z E Q E ca m a U _J Q p JOB NO: 21-2032 SCALE : AS NOTED SHEET NO. WP l IF1�UI,�R1C_�IN Mounting Brackets (10 Gaugei +1 /2" x 41 t2" x 2-12" ' fat Back Cross Support (May be cut to W) See Anchor Schedule Right Bracket (16 Gauge) soles 1/2"DiaA32SGaiv. (TYR) o g as tt14 Self4MIling Screws 1 asi$� A/C Wit Bottom Edge Hurricane Strap (Tlocak 3In front) Washers Front Crass Support Self -Locking Nuts (May be cut to W) Left Bracket (16 Gauge) 414 SeU-DrHing Screws Thru Brackets 6 Bach Cross Support Into A/C Unit Bottom Side (Typical: 3 each sloe for hurricane use) �� fa, :__..y.4t....�asae r�wu�aarlasi wieLa�it }>jsat>�ap?I&r Brabt It (Ste stint a�'I^ �'b t�a�te fipe0 �tlK Florida Departmerd of Business & Professional Regulation Bullding Codes and Standards Product Approval Application Detail Ppetat W2021 Eatlst9[ glta 2 tt put PMUMM psis Two" VrVon Maatrr Unto CM 011rraarauuroa yalMaltl a" VeIV� aL&.Md m Fee AroW1 eY TY AmmMtkn 2020 Smart Vent Products.Inc. Midget Gmhw Hetmef F. NoreroPE. LOare Bearden P.E. 12flem20 12MGM20 12MLIA20 Approed GUgmr: 6huauW Oemponems (877) 441.8365 PS73T78 (334) 300-18M BtdlCsfegerY: Produce, Inhodr..d.s a Resultd hbill-d ant- New Technology Crops -Method E"abon Report from. Florida R.0stead Archled Ora LI-sed Road. Ptores.lonle Engineer gpj Prmaetamr.Ntsnhrrllenr Emdurdangdoaoa OLOW Assursincti S A00rea.d InNVNZ for Use AnpoYWtarlhe gum9a n Imp aWltam pedw larstess- 1 SreRVea Modal IH 540.510 Duel Funebn Floodano lf.010m Ved 12rd1202a Yes Yes NA .10*1110 2 amrtVeM M00,101540-0it Dual Function Flood sntl Ventilation Vod IV31R020 IT Yes NA ./ I'll /00 3 SmartVam Model 61540.520 Insulated Flood Vent 12131R020 Yes Yes NIA .100!•too 4 SnwdVam Mode 01540d21 Ir. ad Flood Vent 12J312020 Yes Yes NA .1004100 5 SmeRVem Maasl e154"24 iBBqud; Garyp goer Flood Vem I2J312020 Yee Yea NA WA 6 arartVent Mod..1540.5TO Wood Was Instated Flood Vem 123V2020 Yes Y. MIA .iOOAlOO 7 amartVant Made 1 *1540.574 14.5&glat Garage Door Flood Vent 12/312020 Yea Yes NA WA Florida Departmera of Business & Professional Regulation Butlding Codes and Standards Product Approval Application Detail papa 1 al 111442021 refit Eom or pso PO Am � Tellsversion laarafWurr Camel e7Wn.r a t)c.m. validated By Va"daM aueRriwa WAmraw *Am -VW RSM.Im 2020 Draw Maah. IN. Jpm Shumate Zachary R. Pnest LOON? Bowden P.E. COMOM20 OWW202D OS202020 1orls=20 Approved Catgay: Racing (502) 303-1511 PE74021 (334) 300-1800 diPhllepe7 Metal Reding IsnumtoQdmexmet:oan Corrtageren Method E,.Wahca Report Dan ■ Florida RaglNeatl Are hedr. Lken,etl Fbrltla wet .lodes Engheer "78/a4tBF,M,ft aItroduct Description, ,q Aoade.d for Use Acorel.dfr Imp know 92" lament out" NOR Remittent, 1 Daxa Mdal Roofing 8yeleas OMC 10ONS; DMC 15oas, DMC 175s, DMC 2008, 17131rM5 Yes No NA +OF1a0 NC SV D Florida Departlnant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pagel d3 117rw S9at aollhLgf Butt IMta D;dePlnYDg Bit Ili! SnOlao Manufacturer kildog 11111111111111112 FBC AnnrovW A20MAd gAM R-i.on 2020 Thama-Tru Carpeafion Steve Jeapersai Lyndon F. Schmid, P.E. Ryan J. 10rg, P.E. OT232020 07112RO20 O7r19202D 10n3rm20 APoroved C:y: .gaExterior Dooa JAN) 843.7426 PE-43400 (a13) 7s76555 StbCaNgv,r. Sahghg E.t.,W Doer An -and.. pesperwnQhamatN.CO CoVilahte slashed: Evesuatloh Roped tan a In Florida Registered/Vmited or a Licensed Florida Professional Engineer >M1a Istraduct Model. flustur or Main product Dwrloftp Olaam Aeadraaae Canton 6mtralon Date AmrowdW Up Altroved In W4li Outside for Up NVMz Impact assistant Do" Pleasure 1 n. Therms-Tru Fin -Cis* .and Smarh-6hr Nenhel"039S agtatimped8qud: Opaque 12/31/2021 No Y. Yea WA Canposte Edge Fberoece Shoe Door (tnssargiOuts.ing: X configuration) 2 b. Theane-Tru RberGaselc and Smodhditer Nominal 6&a39S 4citlmpedaqud: Op. quo 12/312021 No Yea Yes WA Composite Edge Fbaglsee bhgk Dot h b Wallace) (InewhptOltlsWng: XO. OX or OXO cmfgura on.) 3 c. Therese-Tru Fbar-Osxk and Snpo"ar rlanhel B&Y39;B &Wdimpect&quot: Opawe 12031/2021 No Yes Yes WA Composite Edge Fiberglass Douse Door with or wNhout Sdaltes ihswh9R)utawhg, XX or OXXO mrhfl0ursilon,) 4 d. Theme-Tru Fiber-amic and Smooth -Star Nanh.l830139;9&q.m1;lm;ad&4ucC Opaque 12r311=1 No Yes, Yes WA Carport. Edge Fbrgises Shoe Door rrns 9.0uawahg: X ccnfigtation) 5 ..Therms-Tru Fib-Clessia and SmeohStr Nominal 8"WO&gwtlmp-MAL-t: OP.que 12131r,021 No Yea Yes WA Composts Edge Fberglesa Snglle Door t1h Sidenas) gnsanglOutsMng: XO. OX or OXO ,oguabms) 4 fThama,Tru Fiber -Classic and SmodhStr M-k,.l Slew;0&glatimpsd&qud: Opaque 12r312021 No Y. Yes WA Composite Edge Fineryt Wet, esa Double Door Without SW.nsa (hs"lift reft XX or O)= configurations) 7 g. Thennn-TN Rber-Geeab and S.-h-Star, Nominal a&e39;6 &quttlmped&quot: Gazed 12r31(2021 No Yea Yen WA Compost Edge Fibergass single Door (Ira *KV0.t_ hg; Xeanflgurauon) 8 h. Theme-Tru Rb. Classle and anddttSter Nenhal S&X39;6 &esud;lmpaeMqutl; Glazed 12r3lrmi No Yee Yes WA ma CoEdge Fbawgi- Single door wah sidetw.) gn.YhgNulsr4ng: X0. OX or OXO ocallorabon.) 9 L Therms-Tm Fiber-Cfaesi4 and Smooth -Stet Nominal 63939;8 aqud:impad&qutl: Gazed 12/31fMI No Yes Yea WA Composite Edge Fiberglass Double Door.ao or without Slda" (hsrhg'Wrrwhg XX or OMO m+flg... tion.) naafi 12 I. Theme-7ru Fk.,Cla..ic and Smodh-Stir Nominal 88AW',0 &w4lmpac8qud: Glued 12/34=1 No Yea Y. WA Compote Edge Fberglar D.bi. Door with or without Sleeves (h.ehgtOuteekig XX or OXXO aonaguation.) February 12, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expit Date 1. EXTERIOR DOORS IFL20461.1 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Serles 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod, Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECT_ ORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21i2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 Florida Department of Business & Professional Regulation Building Codesand Standards Product Approval Application Detail Fada l d3 1A2021 an aft Oat*plt1A0a late Iltm mma MaOlilailgis 200 u vandr d ik lJWUYg ammwag t'9CEa0®ot ARgmTaa NAM R.viatsn 2020 Therms -Ter Corporation at-Jaspraon Lyndon F.aMmdLP.E. Ryan J. King, P.E. 07232020 07M2/2020 0729M020 1MV420 Approved Cauparr Warier Doss (800) 643.7828 PE.43409 (813) 787$555 Subcategory: 9aidne Extensor Deb. Aseemblles slasprsm@lhermahu.co Cos plla ds NWod: Evaluation Report ter= a in Florida Re9NlendArchtea or a Licensed Floide agameanwom Professional Engineer ant Product whadist. Newsletter Maine Otiosity Ass aanca AcordY141n u" inmae Smmasjw nos 4sa i know gagim DNIM 1 a. Thenlre-Tru Rber-gsae and Smaan-Star Nominal 69SNA agaa;ttpad&quot Opaque 12WRO21 Yes Yes Yea WA Composite Edge Fiber" Single. Door (hownyourv.bg; Xem,Agura rid) 2 b. Therm-Tru Firs-Ciesdc end Bmmh-Slsr Naminal03MA&gna:Ynput&Wot Opegv. IMI/2021 Yes Yes Yes WA Composite Edge Fiberaw angle Door with abet") (InperrgouaWng; X0. OX or OXO consghtr.11onH 3 c. Tharne-Tnt Fiber -CI esai. and SmooM-Star Nominal 83430A &pta;Itpa&quaL Opaque 12512021 Yes Yes Yea WA Composite Edge Flow" DOabiv Dotr*Oh or wtharel addles (malnyOW pang: XX a OXXO configurational 4 d. Thema-Tru Rber-Classic and ameWRSler Nom'na184a39A&gad:tnpaarquat ope". QM2021 Yea Yes Yes WA Canpoefte Edge Fiber" angle Door (hsWnGAD.tsvlr.g:X conttpation) 5 a.ThemB•Tru Rbar-Claaalc and emooM,&ar Nominal 8&dXMO Bqua;tnpeddqua; Opaque 12131)2021 Yes Ye; Yes WA Cmpoahe Edge Fiberglass angle Door with Seek.0) (Ir. ,11V O Lang: XO. OX Or OXO ecnlpuratims) a f.7Mmma-Tru Fiber-ClapW and 8nloah-star Noana 88839:0 8qua:11tpaa6quot Opaque 12012021 Yes Yes Yp WA Composite Edge FIber911ras Debbie DOatdh or .hest 9deltes (IrheWng4Xn.etnp: XX or OXXO caaguationsl 7 g Therma-Tru Fiber-Cleadc and Smoon-Star Nannei 6UN.8 &qua;mpeet&Wot Oozed 12'3112021 Yes Yee Yes WA Composite Edge FlCergap angle Door (haWngr wing; X cmigu,s,tim> a h. Themta-Ttu Rber-Classleand Smeom-Sir Nornina Gun* &Cpottf ad&wot Glued 120312021 Yea Yes Yon WA Cmpoette Edge Flbsrous angle Doe rwth adellrs).OnswlryK7LLSWn0: XO. OK or 0X0 ccmflgurgllons) 9 I. Therma-Tru FYIer-lasalcaed arosoM Sir Nommal 0"29.,b &qua arged&µld Gazed 120312021 Yea Yes Yes WA C. vet. Edge Flhersts. Douse Doo-rMtlt or wbrM suitable Iln""exNAVAng: XX a Olt= configurational 10 1Themn-Tru Fber-C1as.c and smooth -Ow Naalnd a8R39,0 afpa;"d&quot Gb2b =12021 Yea Yea Yes WA composite Edge Fiberglass Single Door (hsWngrOuaeting; Xcmtplmim) 11 It. Themes-7ru Fber-Classic and 8moaaraaf Nominal 881109;0.&qua:Ipea&Wot Gazed IW12021 Yes Yea Yes WA Composite EOga Fiberglass Single Door with adslla(e) (I-wk( pdayiry: XO. OX or OXO configurations) 12 I: Tharr a . Fber-Classic and S..*,Sv Nominee 88439:0&q=;tnpact&quot Glued 12r51)2021 Yes Wes Yes WA C., . Edge Flbergsss Double Dos Wh a wtbaut ,deltas tmswingiCutaesng: XX Or OXXO canllgltralons) 13 m. Themes-Tru Fber-Classie and Smodh-alar Nominal 68*39A agra:hr"cMquot Opaque 121312021 Ye, Yea YM WA Compiled. Engel Fiberglass angle Door wM &gsa;Nor Impd&quak atlelp(s) (hseineOubstaulg; XG, OX or OXO cmlgaradons) 14 n. 7b.-Tru Rbet-M.W. and dh ano.8ar Nmind 5SaM;8&gre;1;psd&q t: Opaque 12MI2021 Yea Yea Yes WA Complains Edge Florgass Doubt Door Wh 8qud:Nal1-hmpba&quct: adaita (InsWnoroutselno; OXXO cmflouailgl) 15 Q. Thump-Tru Rh.r-GasNc eras enoolh-Sat Mamma 0M,,0&WgtJpsd&quoI: Opaque 12r3112021 Yes Yes Yes WA. Composite Edge Flbw*. angle Door With &q.Id;Ndl-hryusa&quat a5albas) (hs rl"Wouawhq; XO. OX a OXO -gig dos) 16 p.Th.-Tru Flbai Clasese was Smoothest, Morrow eae39A apt:trpedequot Opaque 12J312(121 Yes Yes Y. WA Cmpadte Edge Flbsrglese Doubts OM with &gra:Nm-)mpad&quaL adalaes fl-inalO. Wn9: 0"0 consotration) 17 0.Thenm-Tot Rber-Classic To amoceirgar Naana fieuMA&woI;Mo tnp■aaqud: Opaque 12Q1r1021 Yes Yes No WA Cantonal. Edge Ftergls» angle Dos ( Xa0nIg6a9m) to r. Tharms-T}o FbardYanla and amoh a -Star Heroines SHIM;8 &gaa;Nan-ImpeetLgrtl; Opaque 17012021 vas Yea Pb WA Composite EdgeFibergleas Single Door with adelle(s) (hswirgptleAv; XO, OX a OXO ccnagurallets) 1s s. Thermo-Tru Fber-Claaac and Smooth -Star Nminr e81KNp&g1a;Nah-In"ct&q la; Opaque 12012021 Yes Yes No Ww Carpoelt. Edge Fiberglass Dollies, Door *rKh or wlaot Wastes Onsalnyauteain0: XXorOXXO calaguralfenn 20 Llbam.-TruFthehpassk and SmooUhSier Nominal S M14:0O&gad:Nomlmpsc llud;Opaque IZ131R021 Y. Yes No WA Canadian..Edga Fiberglass angler Door O'WngA*.I ring:Xcmtguream) 21 Th-r. Rea-4e9ae and ameoM-81er Na her&Ma6:0&geot:aknlmp.ct&qud;Opaque i=12021 Y. 'Yon No WA Condoms Edge FlDargis. single Ones.1h adaea(s) Or1Sw1vmu TAir9; XO, OX a OXO eaaqt 991m8) 22 v. Thermo -Ton FbetClauto and 9mooh-3Nv NahDnal 83111311 1.0&gta:Nm-Irrpeaaqua: opaque 120112021 Yes Yes No WA Cmpoeir Edge Fiberglass Doubts Door Wgh or with ad adestas (aswhgtOulsoinP. XX a OXXO cmass-tIonsi 23 w.Therms-Tru Flbar-Caasie and 9mooh-ffiar Nominal 68432;8&geal;N-1rnped&prd: Glued I2=021 Yes Yes No WA Composite Edger Roston. Single Door (h1emg10A- g:X cmYguaem) 24 X. Thames-Tru Floor-Chunic and aaodhav Namns 81,038:6 &wd:Narlmpacawa; Olwd 12'3112021 ref Yes No WA Cen+twate Edger Fiberglass Single Doorwlh adaita*) (Insairry0LLsrlrg: XO. OX a OXO cor igluumlon.) 25 Y,Therms.-Tru FDaLhplc and Bmoall-au Nominal 064MAOsco0loRlmpaa1gla: Glazad 1n1R021 Yes Yes No WA Composite Edge Fiberglass Double Ooo vt8h or path M Sidestea (In..ngNutsaln0: XX Or OXKO Con119Uretlaul 28 z. Therms. -Ton Float -Classic and Smo001-Star NmYnal 881136O 8.1pa;NOMmpaoagta: Oozed 1ZZ12021 Yes Yes No WA Catpoan. Edger Rhargess g single Da (In..0wwire: X contguraaon) 27 mTherma-Tru Floor -Classic and arwah-Sir Nmlhal e&Y3gA&qua;Nat-Itlpaa&erg: olezed 120112021 Yes Yea No WA Coposite Edge Flbergass angle Door win adesbma) (InealrggLLtMtlg: XO. OX or OXO b.rfiptratione) 25 so, Tharme-Tru FberCadcand S..D"sr Nominal 4&1139A&g Ot:Non-Onpad&quo(: Glazed 12031/2021 Yp Yea No WA Composite Edge Fiberglass Double Dos Wh or wall out 9dates (InaWngtOutpdng; XX or OXXO confpuraiona) Florida Department of Business & Professional Regulation Baking Codes and Slarbiards Product Approval Application Detail Fell.1 of IF.=I Sass ED11t.at 214 Iota Oat, laseld, ➢� MIX vemad, madelaaeurer c End,rra ucensa ' Yl1Smffi Submitted FSCAonarW eg),1Rd mkba Ration 2D20 Thames-Tru Corpta9on sae J.W.nm Lyndon F. Schmidt, P.E. Ryan J. IOng.P.E. IOM132020 07/12nO20 07p02g20 1OM3R020 AWOM Gagay: Eased. Duda (600) S43.7E24 PE-434DO (813) 767-6565 attest.pots-ae'hilll; Wed. Door Assemblies elpperaat@g+ernrwn.co Onmallaftee Nahod Eg4aaen Report food a m Fluids Registered Architect ors U-sed Florida Prdessionel Engine, gyeasgances Aetrewdfr u,e I MMA 219M LaP asak Et�st n la.HvKZ !ZU{t i assistant Emma aTa 1 ema-Ttu FberCanti arho0m-der Naan4880.T3:68µtrCNm•Itlpad8qua: Opaque 12A72821 No yes No WA Composite Edge Fbarona angle Dos Onsetngl0utsrrnp; X consiguraaon) Florida Department of Business & Professional Regulation Baking Codes and Standards Product Approval Application Detail - Peg. i or2 IrJ2W1 raft EgWrs[ A4 Itlta A , perac m am 1112 )(etallet, lMintaldiscomer ( EndrrLLkare VetdeadSte y, I Facolounhil dewmom R-- 2020 hN Wind- tied Doors ®ant aNlnsw W. Robert Loma. Steven M Larch. PE 100srO20 101062D20 10M91R020 12MS2020 APpro rd Category: E.W. Doors (717) 365-3300 PE-GZ14 (717) 317-6454 "Cat. cur- Rtang Warier Doe A.eamWes beltlhgs,rrtmtN.cem CompRanp Method Evalu.go Report town a Floras Ragleterrd Architect ors Licensed Ftorka Proferknei Engineer GWRLaNWML Anonoa1orllea AaaratedrgY U" Iowa 219M 9aa! $gONI. Clagl a- E I, Ia.Hlili Outside IRM 9allitsm P,- 1 9ERIE9420AlUMINUM SOD SERIES 420 ALUMINUM SOD OXO 1V312024 No Yes No WA 1453/4&quorX0O&quor; NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUMSOD OX. XO, XX 120312024 No Yee No WA 9639"t r80aquot NON.RBNFORCeO 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUNUNUM SGD REINFORCED OXO IZ312024 No Yes No WA 1453"Q.,cta6JBdqud; 4 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420ALUMINVM SOD REINFORCED CX IM112024 No Yes No WA XO, XX 9064sOOS"Qua; 5 SERIES 420ALUMINUM SGO RENFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 1MI2024 Me Y_No WA 143&qutl:x9S&qu.t: Flor dos Department of Busfriess & Professional Regulation Pag.1 of Florida Deparfritent of Business & Professional Regulation Feg.l n Bu Idi 1g Cosies and Standards t d2o21 Building Codes and Standards famsl Product Approval Application Detail Product Approval Application Detail Will I oM or Am am admit lm no Ram car Ant Au Ana 1 mdm ale eta! vervicin mnuraeturr canlact ValMaad au WillingAWMAN FBC Approval atW. bQt Version ■Ion ftedu Z Consent Validated By YtE� FBC Approval Approval!$taaLL Roulsidn ZD20 PGTlndusrles Jens R-eald Memi-Dsd.B000• CER Mi n+o dr SCCO-VAL 11118R020 1Dr2=20 1124r"20 Awp d R"don 2D20 Wayne-ptm,a"don orOvpneed Door Oweyne K-Ilth Jon E. spies Jeffrey P. Amason. P.E. iD/1212D20 OW2V020 10=020 12/15n= Approved 04e9w .. W.I. D- (941)48&0100 (786) 315-200 d,Od,Ht (33D) 83-8121 PE31 7 (9g4) 821.5200 SmbCalegory: Shang Extends -Door Aasmahlea Iaeewekl�pgtlntlushl..c CaeiaY: Exterior Doors Okanith@wayne-delten.e CempBrn:a Method: C.M.U. Meg a Using cam go7 a A.saMb9e. Om Crrplirpal9ahod: eMueslon Report from a gmoLiaLamimb Flaid9 RegisteredhgtnArtlaasaae Licenpd FlOrfde Quality Asuratse Aeoraad for Un 1� I2 Prdessbnel Engineer Lab Predtrl Irm.L a,nbar a tetra. EmdAL2kw&LWM In.HIMIZ Outside IAM Reessinst TOM , 9 3GD35TO (Lamgr M"I. broad) Vpyi Sling Gass Door 004/1021 Yea Yes Yes WA - - SLma alaanaltadta Approved it tw � Will Vidall. Numberor Nam PMdLEtOWAMM It Io..HYllt oubkb HYl1i a»!thatell A9� 1r1riMtre 3 800W810ON820091105 g&839; Mez w#1h. 14&939: Max height. Gledng 12131r1023 NO Yea Yea 131.00/-35.00 aveNebts in top otlnMmledIt" 4edfon. 10 9000/81W/920091123 19&839; Metal widih. 146M. Max hoot. Glazing 12131R023 No Yes Yes +30.90633.50 Wallablem top dlnthrr a llsle eedWn. G) s to _ FU O N � U Q O 0 W . � U ^ L. L U) 0 0 O 0 a) O E U_ .cn -0 N " O Q. cou) o .- � W Q Z Z W J Cn E Z W cu O CL CL L v O L W U CID M = ^Q O CLU LU C �n, W Z Z Q J 0- SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Pawn 1 di Building Codes and Standards IEMI Product Approval Application Detail St24l left a mm yeW- tWadetalrer Ord E9d-AU-, ReMslon 20211 Cuma,DlvlMon alAADG. Inc. Tom Rattsy ULLLC CYepmy: Ektemor Done (8414 461-2513 atecabdoly: Exterior Debt Components tan.ratrygasr.my.co CanpHna MMhod Catitkdm Malt orLMft m LBt ProductKaskela$tea 1 60T, 707, r27, 747. 757. 777, and a47 Singes and PaFJ d Flush. Mated, and Louvered single and palm or Doors hdtow rheml dome. no an Dat.Ltdm an Vddamd W 1( &&mom PBC.Amosel aamum SABA Troy Bishop. P.E. 17AGO 20 12AI12020 1221=20 Apprdad assaftly Assurance AamoadferUse, Approved ra Us impact Dadon_ rdmkmLmmwmmjbk In.MVAZ 2p{res,M)mi ReWbel llama 120112025 Yes Yes Yes WA Florida Department of Business & Professional Regulation raga 1 arz Building Codes and Standards IFJ= Product Approval Applcatlan Detail 58f! Andrei Drt Baer. Disc aware Blot 1)rW llaWm slaideam 9101mt 2229OLLI M mmiamarar Xwkd W AWXW tl LW.Agumd MOW Alder[ Rw1sWn 2020 INIMndms.nd Doors Brant aasn9w Amedcan Ardlbdurol Stmn AL LVIch. PE IInm2m 112V= liar 020 Approed ay: "daftCa"dafttrin 385-21WO ManWaclurws Aasaeledan (71T)3173454 SWCaleas r. Find baahgergmiwd.can Carrolton. Mahod Confiscation black a L'ei ayga Product Mara. Burbr or Man Jig[,Dnakgop iimm out" KM gain" pressure 1 Ills PW 73 a T2 insulated doss 04032023 He Yes No -W,160 Florida Department of Business & Professional Regulation Pawn 1 er1 Building Codes and Standards t8r3021 Product Approval Application Detail 9sf4 tlalbL9[ late an aaa PNI&M Baas mm lhaiom llbladis m QE= Enti-tlUcareae mdoLiL C )fabMm Artpmlmf FBCA-Min Ape@nd am RaMskn 2020 James Hartle Building Paden Ime. Chad Dmrcns V. And" Tan John Southard, P.E. 0tAa2021 12rt42020 01)M021 doe FBC App. Cats osy. Pane Wells (909) $40-83" PEBIW2 (352)30-2526 Nq)Ca lmaide . Wine chad.tllelNasgl meshwA CMVIMM Mothod eAluslon Rapes tan a a - Flays Rsrmrod Arnmacl-a Licensed Florida Professional Engine. GodiN Assurance Admnadfa Vera, ar0[el od to Use kam Damon ;tom Product Weft. Number atmrM lanadied Datinarlifia catered awkwor, Do to.HvKr. outside MM Raffitkit Pam. 1 Cwnpiak Lop Sdhg lber-cement I.p skag 1201con Yes Ym Not WA 2 Hwd.Pl kLaPSding Iles-1.eraanl lisp sking 1201/5023 Yes Yen MIA WA Florida Depsrpned of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Passion lasmi Sao Inm a Dllt 2" Dy" laInaDn age Aga 'KNM aswaGh m QMM Endmr& Lsrsue Vddalad b mommo 1; A� iaran Radsion 2020 L.V. TDolrpin, Inc We Thampven AtcMleaOr i TonyCfdtmw Y441R0y R. Print eleven kL la1on, PE 09011'W 0 OM&2020 DD222020 1211=20 Appoed Mods Company aAMC01 (MS)248-345e PE-74021 f717)577.8454 Caspai: Rooting tny4t9anMaka>fkg.can $00stegOM- RaaM9 Acoessdmas that are at lifts" Paid orthe Rostn9 System Omolonm Mednod Evaluation Repo tan a Fladde Re09110611 Araneet ere Licensed Flora% Rc/essional Engineer _.Quaillieftatumm Acvaimfor Uso Aperoyealfortift lM term Let 1 d.ki7dMIbD ammar.19Mb11m.Qm 1, MOM 2111111111111.02 Lalreg 1leatala i TAMCO Fla: Top 01sRege Vac wan Bane la Tor 26 lie. settle roof -lama vrftlt b*N 02102ri 8 Yes Yea NM NA 2 TAMCOGaenPa''ek Vad 29%0808/2028 No Yea NA .0r-525 Florida Department of Business & Professional Regulation Buildng Codes and Standards Product Approval Application Detail Page,1 of 1a12121 M tigm w am Bile Don, Rebates 292 21e111 vereti) til0lfihpel smbd AndaReaa eALWNM Inldmiluk gold" BLU=d FBC Aee aagmm I N& ROMMOn ZD20 MI Wndeasand opera, Brent 6islnsar AmemcenArch"atral Ssw M. Vlach, PE 11/172020 /1M72020 11127rA20 Appwed y: Wl ceela h6ows t717)36543M 14-ficaere An(Cledan (7171317-6454 StaCa4ge7• Srlde Hone b.Mng.®mimdoorn ConVilwan Method: Cerifaakon Mark a Liking SWOU DAUM Am[mogfor Use AMrffd nor ilea ll kno21= LaE B @dLcf Ontgollm Stems In gym oubdd11s HVIC RW= P,ressSOY 2 185 SH 5202 FInlFlatg. Frain IG/SG Single Hung 10106=3 No Yes No 46011.60 mi Lanated Ghee Flodda Deparltrtent of Business & Professional Regulation Pap.1 d1 Building Codes and Standards 1A32071 Product Approval Application Detail raft ! ante aYt QfILaill a91 ass mm Version dainuff paS SagdVd Eoatasst4ucan- VikkbwaL Wheldbel fWmNieY PBCAppaovt A,--d aeuY A411MWIN 21120 PGTmabe duJen Rafeamed Yoms-Dade6CCD-CER MesnaWOe BCCO-VAL 111852D20 11105r1D20 1111//2m Approed Calagayn Wmdoes (sail 486-0100 (786) 315.2590 ry: SubCatageFired )rosaaNYgpgdMuaMetc Campnnds Method: Cwta"Non kMrk a Users nor 9tWb 3lYLsora am[Ym7a[Jta AmravadforU. Lpbleed germ E Produel sandal. Nit" a Mena L in D ResWed Pressure MV-1520 (Large MM" ienpa t) Nrol Ries Window 04MQ025 Yes Yes Yee NIA 2M lkm vaginae, 11aedegim Reusiaa 202D Aside CM*UW. Pane( Wale Sti0Ca4asM• Santa Compliance Not wd EYauRdon Raper tom a Roan Registered A7nileat as Upwind Florida Pref.3100.0l ahiw te Awl Froduct Modd.laatbra Nun 1 a. awd2T$,W t soot dla 2 b. &pulen. T4&queF 6.0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appincatlon Derail pefi 1 dt 1015=1 EethLor 0k iota galf-Panama Bits Canted amiouL Lumen mil lama t80mltttm EIGAmant AaearalMg Awn NI- Tbolnpan SGlm07J L)mdon F. idt. P.E. Ryan J. long, P.E. 182028 1(V262020 1 VOW020 12/15=20 Pppraed 03W 922-2359 P643409 r413)7674555 mth-p.uagshida.tpn Quill CAttMH Ui. AOeraearal Use Approved r Deakin -Use mom In HYME woo Rertteot Pressure Vent a Sdd Wet SoN 121312021 No Yen No WA twat a add Nmd 6d8f 12012021 Re Yes No WA Florida Department of Business & Professional Regulation P ri dl Building Codes and Standards 1aRD21 Product Approval Application DGUN .11rg11, m vandw manumcLs contact Nanutmndane, a se validated as VdkMM 3LANnited FSC Approved Reasoning!Reasoning!Eban ReKsin 2020 FWda Mint Produces Inc. Clam Jonas Jana L. Bedter, P-P..g Mennen M. Urkh,PE DB272D20 1)(1252020 1=4=20 121M2O20 Approjed Category, adding (9D4)7834400 CBUCKBrlglneathe 4717)317-6454 BtbC*egmy: Rd Fibbing A.-Md. anal we akgllrnraeam PE-31242 inaQN Pan -he Rooting sy810m Campbasotl Method: EWuein Repot Ran e Fledds RegislerodArahlsect or a Ucerraad Ffnds Prdga assiaEngineer AmW resed far e Approved for Ila Use m germ Lop inNMlt peaks,.MvMz smilwu EM=icc 3 3-r•LAWCO aqua:RV lO Ripgo Ved&qod: AMmMum Rage Was for pushed ream mbrlaled 120312m24 No Yes No WA ftom 0.025' Aluminum S TAMCO Oa -.Irate Roof Vona Ma Ba1N - 20 pa,. static, raotvadkaor with IMs9relad DaM 09NB1J018 Yes Yes NA WA 4 TAMCO Round Top 01FRkpe Vet with Ba11es Poe Ties 26 gt Old roorvedkda etlh base 081980026 Yes Yes WA WA Florida Department of Business & Professional Regulation Peg.t dt Florida D9partlnent of Buslaiees A Professional Regulation Pets 1 d1 Building Codes and Standards It?/=I BLAIding Codes and Standards tntm2l Product Approval Application Detail Product Approval Application Detail mm YKron 1'aDrdiaprSC E,96 C until anaaatsalAmn Vaaaad err 2ra 21e VaNdeted WMAN RaLam on PSCAMW4M gas Approved slam 99k Ilse lfersbo tleakilwK am W Dra gut &am 6mmwa LUM xwwdtf.il DNb-tlndm Dap FBC Aaoroval AUMUMg akite Revision 2020 Gedb l Prow.Mon Products, LLC. Cam90W. Stuttam sdK:aleptlry: atom pads Cieniall"' Mdbod: E adualn Rapes Goan a Reeds RegrsteredArchleda a Licensed Florida Prda load Enamor Tim Robe.- Willer A Tea Jr„ P.E. John W.Knesevida. PE (9541 OW7545 PE44167 (954)772-6224 DWMM20 99108211" 1001,2020 12MV420 Approue0 Rev%ft 2020 All Aniortm Shueag and Gana Caegay: aha0en suscuentohn atom, Pue s conniption stands: eselosnon Ropat tun. F1.4.11.0d adArchdest ae Licensed Fluids Professional Enginew Wceaaldes Frank L. Sanado. P.E Troy BWWP, P.E. 1021I2020 10e52020 (581)712.9882 PE-0046549 (954)947-0800 mikebQN1-mahum ra.<an 11AM020 12n52020 Appoved 9LWa',AfilCmg! A A-,- llbrU- bRa glum awmxamwmu An-madfor Use Approved fur Use XMM 299M feat S4apar ca iDNltagde it, Mm Wide, MM Resided Panda Lot aRailMOOLBkgkWALMM EMgWdAWNdOR2 S9Slffi fMMDItI(aLgae In HVHZ Qtskh HVHZ R"N It EMilla 1 20 Goo. Gdsedxd Sledsom PaNetanlVFR Cbmn 1pled G.0ranteed Mad Slam Female retakled 121312MI Yas Yes Yes, WA 1 Use GaeRn-11 SAM Sam Pates 249. Galsednd Sad Sam Panels 12/31/tl717 Yes Yes Yes WA a nd by sense top ld. humeral aeeectln. 2 24(sege Gaimbed Sled Stan PanNINWHZ CanugetdGlvmimd Sea atmn Panelerdalrcd 12airml No. Yes Yes WA a not by tracks lopwdde humkwe pdection. Florida Department of Business & Professional Regulation Pass art Building Codes and Standards w 2021 Product Approval Application Detail Sddt rJti W an Dona P.ridm go Dial YSWm ls1agififidLLYer Stfaaed EolamALame gdmm iL maw" $alum FBC Appmeel anam ; Revieesn 2020 MIT* Inc Him Weed" ICC &ITUNn eavica, LLC ICC EV.lu.UW Bonn... 10022020 09l0l020 10M A20 Appr-d Catagay: �uotaal Conpadres (964"s-secs LLC. SlreCaeg er. Truse mates aw*Idsnernikoom (205) 599-4800 COmpllama Mstlsed: EVaualn Report tan a Product Ewluatlon Entity QUMV Assarde Amrond for Ws Approwdimama pat( Dealer LMt goft dLdrdlm•mta iL.MVKZ 2AKdLt= SUNK P- 1 M18SH8 fS ga sups high aroneth fines onnagor plate 09r3o2021 Yes Yea NA WA 2 MI 16 18 ga. hun camneds prole OBf30202t Yes Yea NIA WA 3 WTI" 18 ga, hall atenppn run conneda plate 0e13012D21 Yes Yes NM WA 4 MT20 20 OLbase conneet-pin OBl3wm Yes Yes NIA NIA 5 12120H8 20 gt ldgh Santee, tascnnesta plate OB1d02021 Yes Yes N/A WA Florida Department of Business & Professional Regulation Pegel orl Building Codes and Standards 1f7rd1i1 Produd Approval Application Defag sdfl anm ails au cmPMCBn Din# urea Menem jimfig ijua Sniffed foob"LLIMM MadsoLik Haws ep @Mmmf FAC Am®L Aagm)Mg Gain ReNson 2020 Woyempusr Rob BUdain ICC EYa iatlm SwAce. LLC lan Lehr, P.E. IW132020 Applied per Callow S7uotualCbmp lot (255)024b476 008)a393255 eWCaepory: En9heered Lumber Rdbeat.SaId00Gvroywh. Coeellanes 1114esOd: Evaluation Repot seen a. ahsesco n t!L1IfA`�i�Rrddl.la` Product Bnums- Eater AN" Prpduti Yoder N orb r or Roma Gsa>>uctpidmm Qi1e wss""" ggt Ir jarUatiYigYt AQZMM fmtma am(oved In HYN 4OL rar the Mda HVHL killed plffiffifialf gilm Pressure i Madsen LVL L.mluted Ve-L.mber 03AIr" Non Yes MIA WA 2 Pertmin PSL Parallel Strand Lunbw 03/31=1 Non Yes NA WA 3 71nbar5bend LSL Larrinalad Strendt-beer 03A1r10H No Yes MIA WA 4 TJ Minn Board Sbactund Composed Luter a oriented Srand 03/31=1 No Yes NA WA board Pon Boaro 5 Vueywhewer Rkn Board planted Stlnd Board RknSoard 03I3 rim No Yee NIA WA Florida Deportment of Business & Professional Regulation Pam i erl Building Codes and Standards 162)ZI Product AppsovW Application Detail mm Yenlm tlagvilsu L Caned MmuMeagLoam VMlddod 01 vandamd aLbmlMd f0CAMngd Apt tam Altination 2020 POTlnduetles Jan. Rom.* MamFDetle ecco-CPR MramFDade BCCO-VAL 11106020 11A52020 11M lra20 AWOed Casc o11!wnposa (941)48"100 (706)315-2580 BumGaNgax anvils mew Instant@lyrndusmes.o CMWU-asNal: C.M.0o t M.d a Lkenng We Guests Anjwwe:w it"Product Yodat Nmba a Gams A a bond Q!� $off on Comment Emkdim Da. it, HY Z outside HVHe B*dKwt Pressure 2 SH5800 fLage Lassie ♦npad) VVM single Wig IMndoe 07v30r202a Yes Yes Yes WA Florida Department of Business & Professional Regulation page t dl Builtimg Codes and Standards 18=1 Product Approval Application Detail 111pe yfial iaiii En a Enemas VddaMi IN ii Apmaed Elkin Re imam 2020 MI Ymndatrs..d Doses &ant Ehinger Luis R Laras. PE Steven LL UNM. PE 1fy9920'A 101092om WIN2020 I VIUM20 Apposed Cac4gny: Wind- (717) 365-3300 PE-62514 (7171317-8454 SubCatagoy: Muaons F)Mtlhpargmlwd.aom Comatim" mwmt Evaluation Repel tan a naWa R igimnd Arditem ra l-l- sec Florida Prdapiad Engine. 9i1MLEml�om a�2u a�2LME lam germ Eaaa $riIGS O Me 1, MVMZ outside lVIC LNlbat PJataun 2 5784 Vertical Aiumhum Muson 1211,7024 No Yaa Yes WA Florida Department of Business & Professional Regulation Pao 102 Sulldni; Codes and Standards Ifilmi Product Approval Application Detail rda BMW W an aft am PMCIM aft 11M ManwMaitsur Contact alien.. VWld"d BY V10101ded t ^� PSC Rewound a�1r R"Ison 2020 GAF Mlarol Sfirh ROOM "I'loinem John W. Knezeeidl, PE OIV264020 (19212020 10102/2020 121160020 fppaued CaMil ey<Robins 1300)7863411 pE-uioi (934)7r2.8224 SlbCalemr• Aghat Shprjes mdk.hggd:onm CampllaaaeMathod: Evdution Repot from. Hader ReeislerodArchl0ld a a Uensed Reeds Professional Engineer -gusts, Assurends A9grawdfagas fgy" know Lea prodiatpmmodm 29WA92MULMaU InHVHZ $drfI,HVHZ Rem Pmwre 1 GAFAaphat RociShmges FR)agass nOnercn Use. laminated. 54ob end 12/162022 NO Yes NIA WA elpak nphen shingess Florida D spertiraan of Business & Professional Regulation Pagel art Buldrg Codes and Standards 1D2021 Product Approval Application Detail Q111 grimy an no Data Pending Jblp ma Yeralm aburagm Saved [arm6iiia ma )bgm mukL kmd&d ;jl&MUN FBC Aomw d Amraesf ylppn R-ision 2020 Lamance Kaatn is" Jaatea L Red... P.E. amven Al. Undo, PE 1232020 11236020 112M20 ding FBC Appn rblaprysRoaing (501)9935193 PE-31242 (717)317.8454 eadCamOarY: Rooting Aecaesalee that wean IdMl.y@Ianneo.tbtm Rama PG" prh0 Rodlag "KA Cmpiiwaa NN Mod 154ualcn Rapon tom a Florida RegisteredArehRed as LlansedFlorida Prd*WWa Ehfnaa 9mlmLAttMtilKt Approved for Use Approtmed ran them, Imma MAU! slat =M='oepk-Ai, D L Ialmld ltftefil. 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K1lNZ Nona !lam 219M Pl"$M 1 rrW acc"Y pins now sump (H damp; S) A4ml Connector Rate 12312024 Yin Yes NIA WA 2 rrW OCGAyln Knew Role Metal Cormaamr PI 12/312024 Yes Yes NIA WA 3 rrW BCGIApro Tula Metal Coveter Rem 12I312024 Yes Yes NA WA 4 ITWSCGApne Wave Meal Connector Rate 12131=4 Yes Yes NIA WA Florida DepaMlerst of Business & Professional Regulation Page I act Building Codes and Standards InfW Product Approval Application Detail Qft go MUM! YualaD Manufacturer cantatd N� a uear.. Vddaad BarYaldi FAC ADM*d tlmatte RenNon 2020 CAST-CRETE VBA LLC Cmigpartho Mims-Dsd. BCCO-CER Ml.W-Dade BCCO-VAL I1R0rim 1027/2020 I1WMD20 Appl7+ed Caegi la Structural Canaponem. (813) CM 4641 (7114) 315.25M BubGmgerin Product. ldroduoadua Result of epaahogeaawte.com Nave Te h.degyr C<apllmaalahod: Cagfiesb n A4ad a Using .:. Anammed for Lora tapY Product YedeL Number or Name JtQ�µ, n InRM R4ms(ut / Has Smesgh Canaan LhWls 4, s, 8. and 121neh veld. 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MezeMQl, PE Ity0N2020 OWM020 1QM22020 IV15f2020 Applaed Carapory: Rooln9 (417)9243844 P1559166 (954)rrU=4 VACa waif- Wldaleyrnalla, kan_edn®taMro.00m Compliance IYSiOd C"kis fn Repot tom a Flcedtl Rateslerad Ardtilee -a Lkanal0 Racks Professional Blpnaw, awl 91Mki(.AaMi[ance Approsedf-Use Approved for Use. InMVKZ know pselon Restated ittsaae 1 TAMKD Rod Uneerlayr-le, (HVHZ) R.O.ndsdsynnts for us. in FBC HW 9 101192021 Yee No NIA WA )udsda0am. 2 TAMKO Rod Undariarmenl.(NONJ4VFa) Rodurid"ants for use h FSC ncMHvsR IGM112021 No Yes WA WA ju wilebonr. Florida D7ep arlment of Bush►®" & Professional Regulation Building Codes and Standards Product Approval Application Detail hw.t d2 117=1 cab Eon& gas am IMILMOM 21k lame Ytgion t&aorrbnula Salad Bmb-AtI fort yalMaedB. Yildated kjasM FBCAmmval approved aeon Plantain 2020 anal Rattling And -Rates LAPNO U-0. Evel sam Gary W. Walk. 11103r20z0/1012020 IIMWM20 AOpreted CshgW Raving (801) 380"1 Sorties LLC (205) 854-0t60 sue0angarr. Rooting Tines RcdMhdamoiigbaal.cn CompllYaeaMaN-I: E4dualon Report eaha in Product Eva luetlon Entity _.DARV Assorwaa, Approved for Use Aporaaef-Use IMOA Diem 1 un" amma 166 Sony- Shake. aide, Case" Beene. edit Old Englidl Flat CO 12I31/2020 NOglarya.mpfi NIA NLA The(ah Swap; hoped 17 Sony 600-ads, "a Amp; so Season Fiat Pro%-Stontn. CA 12134=0 No Yes MIA WA 18 Sany NO- Slue, Shake&UMP: Split Beside RW Praie- Rialto. CA 12nI=0 No Yee NIA WA 19 SakeRY 700-&heat. Sate 4AMP; So Shah AM PMW-8toodon, CA 1213112m No Yes NA WA 20 Sssnyy 700-Shake Slate&ang: Son Shake Plat Pralles-Rista. CA iN312020 No NM WA 27 Tyn E spans I aenlaona High Peelle -Kay, TK 1 V3141(= lie M. Ya. NA WA � Nip Lour Prober - Kay. rt 123112020 No Yes NIA WA Florida Department of Business & Professional Regulation e.ge 1 d I Building Codes and Standards 192021 Product Approval Application Detail I= yeuim 1leuldatiam f Mast BMioearj Ud m! Valkaad 16 YditWet wed FBC Approved am R.Nadn 2020 Comnadel Conaale Product;fna Robert G oa SstnumfAGraenbag Jnn Hal 1zMenow i2AS020 12=020 cling FBC Appn Catlpury: 6tlnaai CnpnaHx (913)OW3707 PE-34245 (362)58N5311 9u1Cdgmy: ProardsintroWeed.s. ResuKo proaer0aa@yalt0o.eom Nrre Teeltralogy Comp9natl.areel: eusluafan Repo mom a Plane Renede edAresKldora Licensed Fledds professional Endnew 9YY4.atY�gm A ...adleslba Amraaafauaa. tmm germ lilt nvductlzte9dm.9n Contriet Elimination Owe. InMVMZ bum* assistant Premier 1 Oudty Recall a cormtertta Conaele Produces pmmtand Prestwaed Coocrege UnteN 05r%=4 No Yes NA WA -6--d N N C � _ Ca O N +, U ca.0 O .� CU 0 Cn O 0 .� '�^^ 0 0' C CU 0 M Lj- 0 CU .0-0 Cn y W C E O ep.../ CU -4-0 0 r\ 1 -0 V / Q z z W J U) all � CU O CU U Cn If O }^1. W (3) V ICU L Q CU CL C/) -4-Ma < no 0 V �- ICU V m W Z Z Q J a SHEET NO. PA 1,1 ' r' i,.+�= +.� I ,. ,1 tea., ,,, ,�� 1. ..1. ,:,.J�ul..1 ■ a,,.....,�L t.ni t. .w- a J„ did �r�aar•- ,�L^_ r(+i , Simpson Strong -Tie 2020 FBC Approved Products Updated 12v302020 For direct Inks to all SST aMmvsls toted below, CLICK HERE For additional Information regarding Fkmda's Statewpe Product Approval System end Mauna -Dade County Notice or Acceptance (NOA), CLICK HIRE. FL#2358-R7 cinj Product Model. Number or Name Product Description 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTNSS) 1/4" diameter Then stainless steel masonry screw FL#98Bg-R8 Sea 1r Product Model. Numheror Name Product Descrkttfon 1 SD10112DBB Outdoor Aooents Connector Screw 2 SDg112, SDO212, SDI0112, SDI 0212 Soong -Drive SD Connector Screw 3 SD9112SS, SDO212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614. SDCF22700, SDCF22858, SDCF221014, Strang -Drive SDCP Timber-CF Strew SDCF221134, SDCF221334, SDCF271M, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drina SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112; SDS25134, SDS25200, SDS25212, SD625300, SDS25312, SDS25412. Soong -Drive SOB Heavy -Duty Connector Screw S0825500, SDS25800, SOS258W 8 SDS25112SS, SDS2520OSS, SOS252128S, SDS25300SE: SDS25312SS Soong -Drive SIDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Scree FLSI W07-RB Sw ! Product Model. Number or (dame Product Description 1 ATR318, ATR11Z ATR5/8, ATR3/4 Threaded Rods 2 ATUDS, ATU08-2, ATUD9, ATUD9.2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3/8-2, BP1/2, BP1/2-3, BP5/&2, BP5/8.3, BP314, SP3/4-3, BPRTUD3-4 Bearing Plates 4 CNW318; CNW112, CNW5/8, CNW3i4, CNW518-1/2, CNW3/4-5/8 Coupler Nuts 5 CTUD55, CTUDS5, CTUDIS S, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUDW,CTUDOO 6 N3, N4, N5, N8 Heavy Hex Nuts 7 RTUD3, RTU03B, RTUD4, RTUD40, RTU05: RTUD8, RTUD7, RTUDB Ratche0ng Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tiedown System 12 URS5 56" Uplift Rod Run Tiedown System 13 URSS 3/4" Uplift Rod Run Tiedown System FLIF40441-RB A221 Product Medal. Number or Name Product Description 1 DTT2 Hold-down 2 HDC10/4, HDC10M Hold-down 3 HDO8, HHDQ11, HHDO14 Hold-down 4 HDU2, HDU4; HDU5, HDU8, HOW 1: HDU14 Hold-down 5 HPA28, HPA35 Sirap4ayte purlin anchor 6 LSTHDB, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPA132, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA26, PA35, PA51, PA68 Strap-styla purlin anchor 10 PAI18, PAI23, PA128, PA135 Sbapstyle purlin anchor 11 STHD10, STHDi ORJ Strap -style hold-down 12 STHD14, STHDI4RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3WZ020 For Bred Inks to all SST approvals toted below, CLICK HERE For additional unformation regarding Flanders Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA),�k 21 LB series hangers Top flange hangers available in width of 1-9116" and heights ranging from5-V8" to 15-1/8". 22 LBAZ series hangers Top flange hangers available in width of 1.9/16" and heights ranging from 93M S" till 13-1/8". 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 718" and heights ranging from 9" to 33-1/2'. 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to S- 718" and heights ranging from 9" to 32-1 /2', 25 MIT series hangers Top flange hangers available in widths ranging from 1-WI 6" to 5- 1/8" and heights ranging from 9-1X'to 24". 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3-3/8" to 7-118". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available m widths ranging from I -WIS" to 7- 1/8" and heights ranging 9-114'to 32". FL#I0B60-R5 OMtE Product Model. Number or Name 1 ABA44,ABA44R,ABA48,ABA46R;ABA86;ABA8BR 2 ABU44, ABU44R, ABU46, ASU46R, ABU5.5, ABU5.6_ ABU65, ABU66, ABU86R, ABU88, ASUSSR, ASU1010, ASU101OR, ABUI212, ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW664 ABWS6RZ, ABW7-7 4 AC4, AC4R, ACE4, ACS, ACBR, ACES 5 BC4, BC46, BC4R, BCB, BCSR, BCB, SCS2-2/4, BCS2-3i8 6 C044, CM, 01348, CBSS, CBSB 7 CBS044-SDS2, CBS046-SDS2, CBSQ66-SDS2, CBSQ86-SOS2, CBSQ88-SDS2 8 CC, ECC, ECCU Series 9 CCQ-SDS2.5, ECCQSDS2.5 Series 10 CPT44Z, CPT8eZ, CPT88Z 11 EPB44A. EP544, EPB48, EPB68 12 EPS4Z 13 LCB44, LCBS6 14 LPC4Z,LPC6Z 15 MPB44Z, MPBBBZ, MPB88Z 16 P1344, P844R, PB48, PB86, P866R 17 PBS44A, PBS48, PBS66 18 PBV6, PBV10 19 PC44-16: PC46-16, PC48-16; PC64-18, PC88-16, EPC44-18; EPC48-18, EPC48-18, EPC04-16, EPCSS-18 20 PC4Z, PC4R4 PCSZ, PCBRZ, PC8Z, PCBRZ. EPC4Z; EPC4RZ, EPC8Z, EPCBRZ, EPCSZ, EPCBRZ 21 PPB44a1Z, PPS"-6Z 22 RPBZ FLXJ OW-Rtl 'Sea E Product Model. Number or Name 1 FJA. FSA 2 FRFP 3 GH46-6, G1146-8, 01-14&8, GH4&8, GH410-6, GH410-8, GH3&8, GH66-8, GH68-6, GH6& 8, GH610.8, GH61D-8 4 GL85A, GLB58, GLB5C, GLB6D, GLB7A, GLB7B. GLB7C, OL87D 5 GLST512, GBLT812, 01-87516, GBLTBie, GLBT520, GBLTS20 6 HGLBA, HGLBB, HGLBC., HGLBD 7 HGT-2, HGT-3, HGT-4 8 1JFP1OSDS3 9 URFP Product Dasoriatim Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Poet Cap Embedded Column Base Embedded Column Bass Boiled column can with W1 ranging from 344'to 9.10- and W2 ranging from 3.5(8" to 7-112" Screwed column caps with WI ranging from 3-1/4" to 9-1/2" and W2 ranging from 35/8" to 7.117' Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Ca p Post Base Retrofit Post Base Product Description Foundation Anchor Fiat Retrofit Foundation Plata Girder Hanger Gtulam Bearing Plate Gtulam Bearing Plate Heavy Glutam Bearing Plate Heavy Ginter Tisdown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12rr3Q=O MMFor direct finks to all SST approvals hied below, CLICK HERE For additional Information regarding Hallos 8tatewitle Product Approval System and MemhOade County Notice or Acceptance (NOA), CLICK HIRE. FL#10446 &a R6 Product Modal. Number or Name Product Description 1 A21, A23, A33, AX A35, A44 Angles 2 APA21, APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, APB44R, APVB66, APBWR, APB88, APSWR, APS1010, APB101 OR, APVB44, Outdoor Accents Post Bases APVB64R, APVB66. APVB86R, APVBBB, APVB88R, APV81010, APVB101 DR 4 AIPDJT2.4, APDJT2R-4, APDJT2-6, APDJT2RA APVDJT24, APVDJT2R4, APVDJT2.8, Outdoor Accents Deck Joist Ties APVDJT2R-6 5 APHH46, APHH4SR, APHH010, APHH61OR Outdoor Accents Heavy Hanger B APL4, APLB, APT4, APTS, APVL4, APVL6, AP/T4, APVTS Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH2eR, APLH210, APLH21OR Outdoor Accents Light Hangers 8 SVLZ Brick Veneer Ledger Connector 9 CBT2Z. CBT4Z Concealed Beam Ties 10 CJT3Z, CJT42, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry well Stop 13 FC4; FC6 Framing Clips 14 FWANZ Foundation Wail Angles 15 GAi, GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGAIO Hu rticansTas 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KSS1Z Knee -Brace Stabilizer 20 L 0, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skawable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ2=. LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ2IOLZ, LSW21 ORZ Fleur Adjustable Jack Hanger 25 LSSR1..81, LSSR2.1, LSSR2.37, LSSR2.W, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewoble Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML28Z, ML287, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU2&2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face-Mourd Hangers 31 RBC. RBCP Roof Boundary Gips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC; STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FLrk10447-RS Sea # Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC5RSDS3, DSCSL-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2; HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.3713.1Z HHRC66 6 HRC1.81,HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU28,LSSU28,LSSU210 9 TBE4,TBE6 10 TC24; TC26; TC28 11 THA29, THA213, THA21 S. THA21 1.' .2, THA222-2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA428-2 12 THA11,81f22, THAl2.06122, THAl2.1122; THAI222, THA1322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA25, LTHJA26, LTHMA 15 THJM2-4SDS3, THJM2-5SDS3, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Updated 12/30/2020 ® Simpson Strong -Tie 2020 FBC Approved Products U p For direct Inks to NI 88T approvals toted below, CLICK MERE For additional kdamst 0r, regarding Flal(WS Statewide Product Approval System end MaNDade County NoBoe or Acceptance (NOA), CLICK HIRE. FLteq 04513-R5 My" Product Model, Number or Name Product Dascrilrtlon 1 ET. STB, BTH BrcItTias 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 CS14, CS16, CS18, CS2% CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compression/Tension Strap 6 DSP, SSP, TSP Stud to Plate to 7 H1, H10A, HZSA, H3, H6, H7Z, H16, HISS, H16-2, H16-2S HurricanoTles 8 HGT-2, HGT-3, HGT-4 Heavy GirderT'redown 9 HS24 Hurricane Tie 10 HSS2-SDS1.5, HSS2-2SDS3, HSS2.3SDS3; HSS4SDS3 HeavySnrd Shoe 11 HST2, HST3, HST5, HST8 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQ1 SKTZ; HTS020KTZ Heavy Twist Strap 14 IFTA Light Floor Tie Anchor 15 LSTA9, L67Al2. LSTA15, LSTAIS, LSTA21; LSTA24, LSTA30, LSTA38 Straight Straps 16 LSTI49,LST173 Straight gaps 17 LT620, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 LightTwistStrap 19 MGT Medium GirderTiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC86, MSTC78 Straight Straps 23 MSTC4893, MSTC8863 Pre -Bent Straps 24 MSTI28, MSTI36, MSTi48, MSTISO, MSTI72 Straight Straps 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA200-12, NCA2x12-IZ NCA2x6.16, NCA200-16, NCA202-16 Bridging 27 RCW812, RCW814 Wall8raang 28 RPSiS, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SP8 Stud Plata Tie 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 33 Sr9, ST12, ST18, ST22, ST292, ST2122, ST2115. ST2215, ST6215, STS224, ST8235 Straight Straps 34 T820, T827, TB30: TB36, TB42, TB48: TB54, TB66: TBSO Tension Bridging 35 TW81O, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tsdown 37 WB100, WBIOW, W6126, MI28C, WB1430 Wail Bracing E2 IN Product Descrhrtion 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag StrutConnecbrs Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU5,25SDS; HGU5.50-SDS, HGU5.62-SOS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62SDS. HHGU7,OMDS, HHGU7.25SDS, Light Sklpeable/Skewable U Hanger HHGU900SDS Truss Bowing Enhancer 6 HHUS28.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS'5.50110, Truss Clip HHUST25/10 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQ1.81/gSDS, HUC01.81/11SDS, HU00210-2SDS, HUCO2103-SDS; HUCQ310- SDS, HU00410-SDS, HUCQ412-SDS, HUCQ5.25/9SDS, HUCW.25M1-SDS, HUC0610- SDS, HUCQG12-SDS ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12r02020 ® For dioot Inks to all 88T approvals listed below, CLICK HER Fa additional Information regarding Honda's Statewide Round Approval System and Mani -Dade County Notice ofAcceptance (N�u , FL#11488-R5 ,M1 Product Model. Number or Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRSB, HRSS, HRS12 Strap Ties 3 HU00210-2-SDS, HU00210-3SDS, RUCQ310-SOS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGSH4 Joist Hanger 5 THGQ2SDS3, THG03SDS4:5, THGQH2SDS3, THGQH3SDS4.5, THGQ144-SDSG Joist Hanger 6 THGW3-3, THGW34, THGW4-3, THGW44 Joist Hanger FL#11473-R5 J ! Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HISS, H18.2. H16.2S HurriraneTie 4 HETA12, HETA18, HETA20, HEfA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETAL1e, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETAI6,HHETA20:HHETA24,HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 GirderTiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAWS, MSTCM40, MSrTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSN120 Twist Strap for Masonry FL#t149&R5 Saa # Product lodel. Numbwor Name Product Destrlotlon 1 DTT1Z Deck Tension Tie 2 HD12, HD19 Boiled Holdowns 3 HD3B, HD58, HD7B, HD9B Bolted Holdowns 4 HTT4, HTTS, HTT5-3/4 Tension Ties 5 LTT19, LTT20B, 1_71`131 Light Tension Ties FL#13628-RB ,Jgy-g Product Modal. Number or Name Product Description 1 SB5/8x24, S87/8x24, SB1x30 SS Anchor Bolls 2 SST816, SST820, SSTB24, SSTB28, SST834, SSTB36, SSTBI 6L, SSTS2OL, SSTS24L, SSTB Anchor Boles SSTB26L FL#13872-R4 Sag 9 Produot Model. Number or Name 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 2 HRS6, HRS8; HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24, FHA30, MSTI26, MST136, MSTI48, MSTI60, MSTI7Z SIMST27, S1MST37, SiMST48 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 8 LSUBFI3.25, SUBH3.25, MSUBH3.25 7 LTP5 8 LTSI2,LTS1e,LTSI8,LTS2O 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC68, MSTC78, STS236 11 MTS12, MTSi6, MTS18, MTS20; MTS30, MTS24C, MTS30C 12 581.55, S/Bi.81, S/B2.06, S)B2.37, SB256, S/B2.88, SIB3.12, S/33.58, SIB3.62, S/B4.06, Si84.12, S434.28, 564.75, _%W 50 13 S/BA2.1218. S/BA2.12/10, Sv8A2.12/12, SIBA2.12/14, SrBA4.18/8, S/BA4.18/10, SIBA4.1&12, WBA4.18114 14 S+H1A 15 S4I138S, SM088, S44010S. S/H010B, S1HD15S, SH015B 16 S/HOU4, VHDU6. S1HDU9,SIHDUIi 17 SiJCT, &HJCT Product Desorlptlon Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 gel Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers available in widths ranging from 1-9118" to 3.9118" and heights ranging from 9-1/8" to 23-1 SMIt". Face -mount hangers Face -mount hangers available in widths ranging from 1-518" to 7- 3/8" and heights ranging from 5-5116" to 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 5-1/8" and heights ranging from 4-3W'to 15-31C- Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodeis, only, acute flange is concealed. Face -mount hangers Face -mount hangers availabe in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 2-718" to i 9.11e. Concealed flange version (HUC) available for all models having width equal to or greater than 2-9/16". Face -mount hangers BEIM Simpson Strong -Tie 2020 FBC Approved Products Updated 12t30"2020 For direct Inks to all 881rapprovals listed below, CLICK HERE For additional information regarding Flaridles Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NO,A), CL ICK HERE, 18 SrLBV1.56, S/LBV1.81, S/LBV2.06, S1LBV2,37, SLBV2.56, S/LBV2.e8, S/LBV3.12, Top Flange Joist Hangers SILBV3.56, SILBV3.62; S/LBV4.06, SfLBV4.12, SrLBV4.28, SILSV4.76, SILSV5.50 19 SfLTT20, SfDTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 SIMST80, SIMST72 Straps 118 mil (10 go) 21 SP4, SPS Stud Plate Ties 22 SSP, DSP, TSP Stud Plata Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R8 8e4 fr Product Modal. Number or Name 1 CCQM3.82-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, CCTQM4.82SOSG, OCTQM5.50-SDSG, COOQW.82SDSG, COCQM4A2-SDSG, CCCQM5.50-SDSG 2 ECCLOM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5;50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.82G-KT, ECCLLOMD5.500-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- KT, ECCLRQMD5.5OG-KT 3 HGUW.25, HGUM5.50, HGUMTOO, HGUM725, HGUM9.00 4 LGUM26.2, LGUM26-3, LGUM26.4, LGUM28-Z LGUM28-3, LGUM28.4, LGUM210.2, LGUM210-3, LGUM210-4, LGUM48, LGUM48: LGUM410 5 MBHA3.1219.25, MBHA3.12/11.25, MSHA3.5&7.25, MBHA3.56/9.25, MBHA3.56111.25, MBHA3.56111.88, MBHA3.6&14, MBHA3.5&i6, MSHA3.56MS, MBHA5.50I7.25, MBHA5.5019.25, MBHA5.50111.25, MBHA5_SWI1.88; MBHA5.5Gr14, k4SHA5.50116, MBHA5.50/18 6 MBHU3,5619.25, MSHU3,5&11,25, MBHU3.5&11,88, MBHU3.5&14, MBHU3.5e/16, MSHU3.56118, MBHU5.5019.25, MSHU6.50/11.25, MBHU5.60/11.88. MBHU5.50M4, MBI11.15.50/16, MSHU5.50118 FLiN397S-R8 Sea 0 Product Model. Number or Name 1 SDW22300, SDW22338, SDW22438, SOW22458, SOW22500, SDW22600, SOW22W8, SDW22834 2 SDWC154M SDWCISWO 3 SDWHlWWD8, SDWH194OOD8, SDWH1O600DS, SDWH19800DB, SDWH191000DB 4 SOWH274ODG. SDVVH270OOG, SDWH27S000, SOWH2710003, SDWH77120DG 5 SDWS16212, SOWS16300, SDWS16312, SDMI0400 8 SDWS19SOO, SDWS1971Z SOWS22400,15DWS22500,SOWS22512, SDWS22800: SDWS228OO, SOWS22900, SOWS221000, SDWS221100, SDVVMI200, SDWS221500 7 SDWS2230008. SDWS22400DB: SOWS2250ODB. SDWS7200ODB, SDWS22WODB, SDW82210000B 8 SDWS22312OBS, SOWS22512OBB 9 SMAW7300SS, SDWS2740OSS, SDWS27500SS, SDWS27600SS, SDWS278OOSS, SMAW71000SS, SDWS27120OSS 10 SDWV13400 11 M22 Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SOWC TRUSS Screw Sarong -Drive SDWH TIMBER-HEXScrew Strong -Drive SDWH TIMBER -HEX HDG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strang -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer FL#15313i-R3 14IME Product Model. Number or Name Product Description 1 AS 18, AS 1885, AS 1 SSS 18 ga. Truss Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#18736R4 2119 ProduetModel.NumberorNama Product Description 1 Er -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-K GDPM-75, GDPM-100, GDPS, GW50, GW-75, OW--100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, RNWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-1<, PCLDPA, PSCLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For drect Inks to all SST approvals bled below, CLICK HERE For Additional Information regarding Florida's Statewide Product Approval System and MaM4)ade County Notice or Acceptance (NOA), CLICK MARE. 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518" to 3. 9116" and heights ranging from 45/16" to 11". Concealed flange version (H USC) available for models having width equal to or greater the n 3-9/16". 12 [US aeries hangers Face -mount hangers available in widths ranging from 1.7/8" to 3- 5/8" and heights ranging from 9-1/4" to 16'. 13 LGU3.25SDS, LGU3.63-SOS, LGU5.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC28Z, LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9110 to 4- 518" and heights ranging from 3" to 1 D-15118", 17 MGU3.83-80S, MGU5.25-SDS, MGU5.50-SDS, MGU6.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU sense hangers Face -mount hangers available in widths ranging from 1.9/16"to 5- 118" end heights ranging from a -I &16" to 19-I 2". 19 MUS28, MUS28 Face-mounthangers 2D SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers. available In widths ranging from 1- 9/16" to 3.9/18" and heights ranging from 3.1i1 B'to 13314". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on ly acute flange is concealed. 21 U series hangers Fete -mount hangers available in widths ranging from 1-9118" tc 8" and heights ranging from 2.58" to 11.1/4". FL*I0W7-RS JW Product Model. Number or Name ProduM Ikacriptlpn 1 BA series hangers Top flange hangers available in widths ranging from 1-9/1e" to 7- 1/8" and heights ranging from 7-116'to 30". 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 1/8" and heights ranging from 9-1K'to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1YY'to 3- 518" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1314" to 3- 5/8" and heights ranging from 9-114" to 24". 5 EG5, E07, EGO series hangers Top flange hangers available in w(dthe ranging from 5.114" to 8- 718" and heights ranging from 11"th 32-10. 6 EGO series hangers Top flange hangers available in widths ranging from 3-6181io 7- 1/4" and heights ranging from 111/4" to 371. 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 8-7/8" and heights ranging from 8-112" to 28". 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 11"to 32'. 9 HS series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from W to 30'. 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1X'to 8-7I8" and heights ranging from 10-117' to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 7/8" and heights ranging from 7-1/2'to 32'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 14" to 33'. 13 HIT series hangers Top flange hangers available in widths ranging from 2.&16 to 3. 9M8" and heights ranging from 18" to 26'. 14 HUSTFseneshangem Top flangejoisthangers avoilableinwiciftranging from 3-1/8"to 3-9i'lW and heights ranging from 5-318" to 13-1J8". 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9M6" to 5- 1/2' and heights ranging from 3-7/18" to IN'. Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 18 HWP series hangers Top flange hangers available in widths ranging from 1-911 W to 7- 1/8" and heights ranging from 5.316" to 261. 17 HWPH series hangers Top flange hangers available in widths ranging from 19/18" to 7- 1/2" and heights ranging from 5.318" to 32'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9118" to 3- SW and heights ranging from 9-1/8" to le'. 19 JS series hangers Top flange hangers available in width of 1-9/le' and heights ranging from 5-318" to 7.114". 20 JBA series hangers Top flange hangers available in width of 1-911i3" and heights ranging from "I IT'to 13-118". ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/31X2040 For direct Inks to all SST approvals listed below, CLICK HERE seassestaimill For additional in amation regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance 5 SET-XP Adhesive Anchor for concrete 6 Soong -Soft 2 (ST82, STB2.4SS, STB2.6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, TH04-I861S, THD-CS, THD-CSSSb7 Titan HD Heavy Duty Screw Anchor for concrete and masonry available with hex head in carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (TH037634RC, TH050934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25168RH, THD837158RH, TH037212RH, Then HD Threaded Rod Hangerfor ooncrets TH050234RH,THD1O212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16336Ra Product Modal. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Thum 2 (TTN2) 6 Titan HD (THD-H4SS, THD-HM, THDCS6SS) 7 Titan Turbo (TNT) FL#16937-R3 AW Product Model. Number or Name 1 X346101t15K X1S1016,X101016.4K X01S1018, XQ1S101&4K 2 XLQ114T1224. XLQ114B1224-2K 3 XM0114SI224,XM011491224-2K 4 XQ114S1224, X0114B1224-2.5K X114S7224, )Of I2S1224, X01 12B1 224-2K 5 XU3481016, XU34BI0165K FLOZ$320-RO Product Model. Numtreror Name 1 OSSC643.5, DSSCS46, OSSC848, DSHS 2 FC843.5, FC645.5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34S7018, FPHSD34B1016, FPHSD34B101t1-SK, FPHS034S1214, FPHSD3481214,FPHSD34812145K 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4;25, SFC6.25 5 1 SSC4.25, LSSC8.25, SSC2.26, SSC4.25; SSC6.25; MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5,.RCKW7.5, RCKW3S; RCKW5.5S 7 SC843.5, 9C845.5, SCS47.5, SCB49.5, SCB411.5, MSCS45.5, M80647.5 8 SCS32-5/87, SCS62-5M7, SCSe2-&I 18, SCS82-5/118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8,25, MSJC10,25 11 SSS3.518 12 XLSH3481414,XLSH7881414 13 XQ1Si018, XQ181018.4K, X01S1214, XQ1B12143.SK, XQ78S1224, X07881224-3K, X0114S1224, XQ114B1224.2.5K, X0112S1224, XQ11281224-2K, )Ci4B1016-5K XIS1010. X1Bi018.4K X1S1214, XIB1214-3.5K Pmduct Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strang -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titers Turbo Screw Anchor for concrete or masonry Product Description 010.18 Strong -Drive X Metal Seff-Drilling, Tapping Screws with #3 Doll Point #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with 05 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Strews with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive XMetal Seff-Drilling, Tapping Screws with #6 Drill Point #10-16 Strong -Drive XU Metal Set -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Set- Driiling, Tapping Screws Steel Framing Connector Stoat Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Stye) Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Driver XLSH Shouldered Set -Drilling, Tapping Sao" #10-18: #12-14: and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws s N (B (D .�.. a) 0L L 0 a) C Q CU 0 -0 0 Q_ .0) U C O O Q O 0 CD C 0 U_ .� � E a)0 O C L L (. N 0 Q .� ,,�^^� v/ Q W J yi Cn -t:f 0C_ }^'' 'W C/) `CU O Q CIO 0L CIO U V� O L� ,W,^ V, V ICU M W W Z Z Z Q J a SHEET NO. P 1.2 e 17 f r •