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HomeMy WebLinkAbout39867 Harmon Grove Ctv x m rn 0 c v v L0 N 0 J 0 N m rn •o co a v L0 0 0 J C) I i to Go it 0 v i a 0 i a E to E O 2 0 L.L U O 0 �I N .Q a z a� N I v i 0 v U J a� t� m a� i7 Cn ALL WORD SHALL COMIPI.Y V\(!TlJ ' §i„ING ,„, 8 6 ! .0i ;-o � tL. 'maw :`1a NATIONAL -'j. AND THE C , . ; ¢r " HILLS ORDINANCE REVI l�`` , 't I R CITY ruc TEPHYRIIIR PLAN 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 or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter 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 KNVALL or KIWall 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 Latin. 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 ILL 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 MIL or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/orw/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or 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. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-19-20 5.0 FBC 2020 CODE UPDATE EE NN/�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 r— �y b 0� s" L0' ,, t gANN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N E. Q o E O M co r-3k V G W C) U m n °v' a uu Uu fA S rn r` LL au a M v d a Y LLLL a L M Z 0 a O a' Ca � COC c O oo W ��pjO' a Q d a &ILL ILZ _ u7 m Z 0: rn p 6�vvi ZN OU W ❑o❑ CD z N o g z z Q J V) M z c.D o ,�, c n 0 N w o c N (6 OWL U a LLJ 8 a 0 00 Q N IIIO C:,w CADZ M Z 00 Z¢ E E E 0 Zo w0 z Z� Qo Z® oa CU ao UO I"- C - o E ¢z �Z wZ N � L (� Ny C ¢ O �m m O Oa' Z a� F b aw Z rNn N �' Q o< 5Z a mw W 3 ¢LL Qo �k a= =3 -o o CAD w a OU et z ¢ ?i �o >U) Ca Ca c9 L � Q� o CY) m CV Q > O C.)O Cm a O rl*_ r = N � T T— r ,co L oo N o) T W / N M o Z Z E O �° f6 a. E o v � '0 m Q o m JOB NO: 21-1077 SCALE : AS NOTED SHEET NO. C S w v io /i1 ■ OWNER'S SUITE 8'-0" CLG. CARPET o0 OC?= I r 17'-8" Ma W fDoo G S3 (3) 2x4 #2 SPF w/ DTT2Z@BASE TYP @ 1 STORY O5'-11s" I O M 2:12 VAULTED CLG. N co I FAMILY RM 9'-4" CLG. CARPET 6n H. 1 .-•BUILDER TO PROVIDE �r APPLIANCE 0 PROTECTION 13 •WHEN REQUIRED 111111111111111110"W 2 CAR GARAGE �I ■��■■■ii■I : . ��C���I��Y.iL7i■1�i :�■ii�i■■■I�i ■�i■■��Ii0■ram :• ..ON .: r „ 1■�11■ ADRYER VENT AM WI or IN ■�!■ 0 � oil ` FINISHED ■ ; ,■■� • BE ■S1.r�11�■111 WALLS FLUSH. VERIFY I TO "01 M■NVIA /►201 . WEDP rn a 7' I I I I I i, --------------7 R&S 2668 4'-0" 1 V-78" 6'-10" iN 4'-78'_8" 5'-4" I I 5068 B.F. i OPT. I o I i------------------- - - - REF.rt- BEDROOM 2 PATIO CAFE �__-- -__=__=_] ,,� I .. 8'-0"CLG. ci d VAULT.CLG. �/ -' D.W. oo I CARPET 0o Or C I Q_ cV > U 3 L_"- J 19 ' 3 < i _ 1a7 Si Kwl ISP o �i/ i 21'-2" 1 IT HIFt 2'4 2'- " 10'-4" r�v TI E %C = 6`5 ■ �i i 00 N PANT Y w i �o FLAT L .,n_ Ch 36 36 -� T" 1, (o T v AC PAD i� i I ----- --- O O 16" DEEP 25-SH H B EGRESS OS3 A 10'-10$' 10 -HDR AT 7'4" M BEDROOM 3 8'-0" CLG. CARPET 10'-41" 15'-10" 0 25-SH EGRESS O MSS 00 to V-7" 3" 1'-4 1 K TYP @ S4 GARAGE OPENING to] 9jr I air224 ■■I 7M 1 �� �R&S 2668 = - --- - - - I All ih N 4068 B.F. I W BEDR OM 4 8'-0"ICLG. CAF�PET 11'-0' TYP @ 1 STORY / A 1 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 112" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38J 184X37J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 184X714 S.H. 1 H2 27 1 /4 X 26 26 X 25 4 S.H. 1H3 271/4X38J 26x374 S.H. 1 H4 27 4 X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 112 S.H. 11-16 271X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 } X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 X 62 1/2 S.H. 26 37 J X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 521 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 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 ni sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi 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 ni 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 ni 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" OA +29.7 / -32.2 Q. +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 Qu aun"" NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ &-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B1" (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 FLOOR PLAN ELEV-Bl 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-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1� SCALE: 14 "=1 r-Ors GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED I O �s JW. j S�t�rw� o Ov 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 Cade - 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. tlf a 10 o E 00 o co 8 r sc N J (0 0 N � LL W N se LL Lu di N r- r LL W a- NO a he LL LL nLLJ 103 J - W 0 o 7 -z' (V .�Cz¢QQ E IL a N M Z W y O Z OU U W ❑ ❑ ❑ z N M 0 0 <�to N O z o Q v. J Nn N M z � W o LU U O ra., g c w U W J - E = 5 N I� o w CO M o Z LL_ E w oo zry <R Q (a �° zo 00 O E °< ao O g� �z N� i ¢o Ww �� rp 1_y _ ¢o U ym m0 O OL Z QW C, � z�y Z go Q > �< a nw W U a° a Z l�CD O CID v u za dr °3 O CD N m 2 L � o CM •> Y ' O m O '^ �i�/ nC �✓ O �./ E e- M r N � T T_ T r T 00 E c M o m z E O N a m c a UE o _J _0 i3 Q p c aci _J JOB NO: 21-1077 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIESI le / w MEDICINE o CABINET O0 o Q U C) N MM Mcco KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt_ C) CN FIN. FLR. KITCHEN 0 it 0 1 <V 0 0� OPT. REF. 0 OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. w ` TOWEL BAR a ON BATHROOM WALL SHWR. 0 VALVES _ w = 00 = o r C° SOAP C7 00 o DISH U LO t LO 0 0 _ _ co M O TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN N 0 0o N O- I h MIRROR 0 c� OWNER'S BATH BATH 2 O r INTERIOR ELEVATIONS. 42" H UPPER CABINETS 36" H UPPER CABINETS --- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE 0 00 ILL 10 0- ;- o: 0 2x >. %n 00 FRAMING Q0 1 /2" GYP C� BOARD - r FIN. FLR. 2x P.T. SHELVING CABINETS - V-2" rIN OO � r Ce) N ,LE PLATE' ISLAND COUNTER III 'Ct O CV N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 c� zz A 04 FESSIO��.�t� 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. F, Q n o E 'cO' O M Q N r# O O N � 4 J . U) N O a Y QQj M V J LL- U. d K (� 0 r o e O 7 Bi 04 m J W IL ILW 00 0 ¢ a - a Z C14 ce) OU U-j fp DD❑ z_ N � o z z a C� Q J M Z to `o 0 O Ln w C U � E ® • d U 'o C 6) Q N sm c M W Z U- �U OV z o w= > a� _® oa IU Xo a ¢ 000 O < zC O C O L z QO < a z �w (p ' Y U O m0 O O z U)�z Q W w Og oa g0 W Q LL a W C Qo a wz J < w� >° CD O V z¢ a OOP O >Lo 0 C) LO > N .-. Q Y2 0 m c� N 0 r = N V! T C.0 r ce) 1�L T E 4, 1 /fm�!// N M o Z Z E i6 U c 20 a o U Q p� JOB NO : 21-1077 SCALE : AS NOTED SHEET NO. 2 HEEL T.O.M. — — HDR HGT. TEXTURED p CEMENTICIOUS FINISH ON C.M.U: (TYP.) 12 5F� T-0" 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND 5 12 5 I F.FL. — ------------:!r_--- — — — — — — — — — — — — — — — — — — +3" SMOOTH TEXTURED BAND 14'-0" RIDGE VENT 5 12 �5 FRONT ELEVATION - B1 T-0" RIDGE VENT SCALE: 1 /4"=1 r-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — y T.O.M. HDR HGT. TEXTURED _ CEMENTICIOUS °O FINISH ON C.M.U. (TYP.) — — — F.FL. LEFT ELEVATION - 131 SCALE: 114rr=1 r-0rr 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 7116" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. t i 1a� c� f 'J _ O iAf NZI- > . R •' '� �'• � r., lid �IJ� �� U1 a'a •� F L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W EE $ 00 ba CV � 6LO J H u)1-r-� o LL W a Q N M vW a Y co CIL JLLLL air 0 z rco� 0o E m N co � O W W ��mrn ¢ m¢ a N Cry) Z Q a' rQ o U� (0 Z oc� W ❑❑❑ M N N CO V o � Z N (D z o � � Q E3 N N M ll2n-1 M O 92 W J V -I �n C) Ors o l/� c (V)� U W r — £ 8 z Of00 o w M o Z CL E Q z Da Co O �O OO, ¢ V O UU CB V It Qz o as aW L @ = z O Y mQ O Z C0 J e� �Z �Z 2 C o¢ Z ao Q 555� w� �W C=) o CD 6J �I< � O 'a= ° O >I,D rn m T cc (9 L � o M LO aa)) N Q LL ;U 0 > O o m R �J ' A w C O T r = N r M � oo N T E c C,) Z co z E O a v ° Q o � JOB NO: 21-1077 SCALE : AS NOTED SHEET NO. 3.1 c a 1 " x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS T r7 M 12 5� 12 5� 12 T-0" RIDGE VENT 5 12 �5 EXTENDED OVERHANG TO BE CENTERED ON DOOR 6-0". ___.3'-1 3 TAB SHINGLES, ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - 61 14'-0" RIDGE VENT SCALE: 1/4"=1'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 3 TAB SHINGLES. ROOF - — - - INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. — — — — — — — — — HDR HGT. 11-0" V-0" -- —------------- —--------------------------------------------------------------- ----- 1'-0" TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. 3'-0" ap CEMENTICIOUS (TYP.) (p FINISH ON C.M.U. (TYP.) F.FL.------------------ ------------------------------------------------------------------------------------------------------------------------- +3" SMOOTH TEXTURED BAND -o 0 Y m RIGHT ELEVATION - B1 rr_1 r 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. If 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. a �/` �``6��g4lltiiifBJlJJ> FL 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W H Q CD f � r ik O Mog N m N 6 C J lJi Q na°DoU) *LO " w a N a �Nro'F' u- a r cm v . 13 0t z =mOT 0o O w Wcoo Z Co 6 a M Z N O N O U U aIL Z W ❑❑❑ V M V z N � o z o J - N M 4 f(j LL w R a '�'�• J Ow cJl c_ all U w J E ml°`•• CJ 'o U) u ¢ 401 4 O CID w J o0 m a Z 14 LA_ Q E (j z o O > Z N o a < N o �m�YUo WZE rL ew0 Ogmo � Z <.Z a0oiW �Z o� aZ NW ao oii r- o J Z a W5 �o O a= 01 3 °CD m L � 117*0 U L0 N Q Y > O 0 U O m R v �./ �+ r T cc O 0) T N T �l co r � a) w N co y o Z cc Z E O N m ig d E U J Q 0 c J JOB NO: 21-1077 SCALE : AS NOTED SHEET NO. 3.2 2" 1" iv iv 2" ;y 00 = CD 1• VARIES 'NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, �2��� DETAIL TO BE 1" 2" OPENING VARIES 2" �--j� BUILT W/ STUCCO. EDGE OF OPENING 1'-10" °,N ^ N _ 12' CAP 1"RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1'-54' - 1/2" RADIUS 1" 4" VARIES VARIES - �M "la CAP N CO 1 1" 1 _q 0 M N 21„ 2 12 1 1/2" RADIUS VARIES VARIES r•IN 1'-4" 4" 34' 4" Mld' � Ala T MTV 1 „ 1 "43 I I I I N �V ��Iv TOp SIN 3 _ coil* M� VARIES 12' ,,, ,,, 2 2 SIN M 32 11" 32 1" 1" 1" 2 1/2" RADIUS BASE Lr, - EO CD N BASE 4 N 12, "NOTE: VARIES $" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2„ 2„ EDGE OF OPENING 2" 2a • O , N 1-1/2" THICK 1-1/2" THICK q„ 101, 21" 4 _ IV � 10" 6" _ Ij�I CV 3" 4 2 N 2„ q" 3„ 6 w > w > rIN M 1-1/2" THICK 32' 24„ _I '- �M 2'-4" - 52 , i t 5„ 52" _ N °° 3'. 1" 1'_4" 3' &I r 0 2 51„ 4 VARIES VARIES 2' W Q r t I 21„ • VARIES VARIES 411 8„ 00 r I _ Rs" cD %-I- 2 �M 32 C 2 44„ Q� KEYSTONE F11 b - OPTIONAL ' 4" GARAGE DR. OPENING 4"L3- oo - KEYSTONE F11 OPTIONAL &3„ 4 4" WINDOW OPENING 4" 4" 1 NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" (V CV R44r„ 2 VARIE 2" eo 1 " E v NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 101, 1' 4" 101, 11„ 1 -63,, 11 4 4 114 0 io - (V 1 211, 2 -1 -12 54„ 7 N iv (V 1„ o _ CV sa co o I M M � 1" 2 CV� - GENERAL NOTES: M -dl • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 2�1 _.1 L� C� L— [L1- N O CV 6> N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W- 00 r- �{ ot pE O CM U 00 # N N pop -� # 9j G 7 n oo N # LL Lu M Q cpl��� N M n. LL W C 0zz. LU In N co 41 O 0IL W 05 n rn Z N M Z a W N O Z U U W V M V z N o g cD Q W J a n CD o 4 LL W 0 V O� W p N c U E d U o y c U) ®Q o co w M J w N � "�� m E Eoa F— r6 x0 U �0 O� O a¢ ¢ ZU W z r d m 73y c z pY o OLL z U m z Q W V) J N ¢ ° o z 5� MEN!? a tiw ¢LL o� Jz �3 CDw� O >O a 00� CD za Q > Lo 1_J rn m O L � � U LO �\ Q > O O cYi m n' O _ W T o N O) N � r T ai E c M o Z M Z E O N N CU d E U v d Q 0 c JOB NO: 21-1077 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER METER MAIN 0 200 amp 150 amp UNDERGROUND Dis POWER CO. FEED---_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 NEMA 1 150 AMP/ 200 AMP copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 410 SER Alu �IT� 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) IEN PUSH BUTTON SWITCH (OPTIONAL) 1-0 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 M ELECTRIC METER owl 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 WID H.B. GFI DISC. I I,? v vi` A PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER UL-Ljl% M I GLJ I M%,L-L FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH RI III nr:D ELECTRICAL PLAN - ELEV-B1 SCALE: 1/4"=1'-0" G=� a 0 c� N 0 N rn CV 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 Engineers signature and seal. mm CD E. a o E M N Bo 11 N a oD J ik u) J l.L g ) �co 3co to LL * . W N N rnr-r-La 0j c+Nj V J WLQ a u- a. Y a cLLu- a L Z _ v O O i c co = m N co L O i U) a O U U N W ❑ ❑ ❑ z N M o a Q J d � E3 M z o u- a--+ c f>3 W —� OLn w 8 �N U LlJ J E L � U o co o • sm o w M M J o o� Z U- Q E E zo �p >- za u a= I`a CL —2 g &¢ uo o� Z o E NM ao ¢o �z Ww L rid p Y m i o o l z' _ = C15N J U O ol. 4 z �Z to o¢ 00 �w ao r- oz =3 o� o cD << -o x �Y zla 3 .2 O > Ln Cm m 0 L � a CM N aUi Q Y O O m T— R11- T C) = � C� T _ T T 00 Lo E C`7 Z 10 to 2 `m cts a E .. Q -i Q o JOB NO: 21-1077 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - B1 (TRB) Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 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 1/150 Rule 1/300 Rule Ridge Off -Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50% of the required ventilation is provided in the upper portion of q p pp Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC SQ. FT. SQ. IN. of Provided by Upper -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** SPACE SQ. IN. of SQ. FT. Total SQ. of ventilation to Ventilators (Values to be verified with Manufacturer Specifications) ventilation of vented INof vented be provided SQ. IN. of SQ. IN. of (See Elev) . OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT required soffit ventilation soffit by upper Ventilation Ventilation • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. needed required • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT. needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) Main 21 2 Floor 2377 2282 326 1141 81 570 (Zone 1) 315.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 591.0 ROOF PLAN — ELEV—Bl_ SCALE: . -„o. r L�ttJ I f w5T ct y��(x'�;c 33 4'c 7i .d. \LN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W O � r� vE k 00 M 8 N %k O N J LL m � J ai Q U) ^ r J lJJ n. N M V LL C6 Y J LL LL a. LLI S Z _ Ys0 . O 7 W �'ON tD Oca J J Z ILO (1) c a a Z L. N M Z L0 O U U � W El00 (D � z 0 � N z � � a N M � z c� o �1, (� w V m O N N w C o � U) U W r— — J — E � o zj�•. N U o � In 0 t N 14 rD CID Z CID M J ZZ o i G LL z o o 0 } 4 QE E O v Z® O � 0 X U ¢ UO Q) L Wz¢Zomm COn C z 0Y U ym OU oLL Z Qw Vi N J G� N oa zz no !Z w0 ¢o �w � o� r- r3 J O JW Or Y O a O' y ^ � L i I..V O W N f6 c� L � o M � N aUi Q Y ' O O m Q0 w O T r 2 N T i M LO 00 N T � CV M o Z z E O E �; a ci0 Q o c JOB NO: 21-1077 SCALE : AS NOTED SHEET NO. 5 c c d 65' TYP @ 1 STORY U.N.O. A S3 H.B. BUILDER TO (2) #5 REBAR • . 4'-0" 12' 1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL O 0'-0" :: :: I : I PROTECTION WHEN REQUIRE D I :: I ■ ( :: I : PER FBC 35'-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. SLAB FOR HERNANDO J U'', ) I COUNTY ONLY r S3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2--A" 4'-9" 4'-10" I VAPOR BARRIER EDGE OF SLAB 2" ■ I CJ :: I C. : : BEYOND WALL CJ ' o - -1 5'-3" 1'-10" 3'-6" �N r I M O MTV (2) #5 REBAR VERTICALS w/ in I • — `� : PT. OPT. D I Cl) FILLED CELL I 3 1/2 2'-6"x2'-6"X1-0 FTG G W/ (3) #5 E.W. S3 - -._ _._ _ - T-5" SLOPE 7 T-1" (2) #5 REBAR - . - : ( : 2'-6" x 2'-6" x V-0" AHU I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A CC : / ( S3 FILLED CELL I U? / S3 F '.'.'.'.'.'.'.'.' '.'.'.'.'.... o M 0'0 :: :.' „ —------- 25-10128 / / 9 -5128 ■ IN 2'-6"x2'-6"X1'-0" FTG .11 W/ (3) (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI / I PROVIDE %2' x 9" `r' CONC. GROUT FROM FT. TO BEAM / RECESS FOR FRT. POOR SLOPE, I S3 19 Fo VERTICALS w/ in / / W/ (i) #5 REBAR VERT ABOVE SLAB HVAC CHASE TOP OF CONCJ PAVER T BE 4" 4'-0" _ 4'-4" 4 6" FILLED CELL I TYP ALL PLACES SHOWN / i/ @ BASED ON � 0'-0" / BELOWFIN. FLR.::: ■ ...... ■ ■ ■ ■ I HOOKED FTG. DOWELS 5" EMBED I / i LOCATION ................... ............. ............ W/ 25" EXT. ABOVE SLAB "GRADE 40 : ; ::: • : STEEL" /�/ -----,----- —� 4'-0" 16'-10" 12'-10"o o 10'-10�" C° STEPS AS PROVIDE 1 Y2" RECESS / / REQUIRED PER FIELD FOR SGD. REFER TO / KITCHEN ISLAND : MASON'S SLOPE FOR / / OPT. .......... / LOW WALLS CONDITIONS WIDTH / i --- — REF. ICJ— ■ C+—�j— ■ — � — � — — — — — — rt—C+CJ—�-II / =---_---- -_____ -=__ :: — — CHASE TO IS D — — — — ° I I TYP @1 F i/ D.W. I '" t ( I I t STORY U.N.O. A N S3 / I I _ 0 oo l /%/ I LL — J I IIJ oo S3 ii> �' I -3 1 /2" I / / SINK ! DISP 1 L — — 16' 0" a 6' 10" i , . - I ' ■ I - / O � I i H.B. TYP @ 1 STORY U.N.O. A S3 -1 -10" I. 6'-0" C:$I� 10" 2'-106 5'-1 FOUNDATION PLAN MONO - ELEV-Bl_ =.Y11-11011 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w � CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS ..� "._ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. ' • HORIZ. REBAR, TYP. • "• U. N. 0. _ - ""Alternate: The reinf. bars shall be ; _ _ • ��; •'� ��;,. •'!�,"•, ��;,. ��;,: �'�� Cont. around corner by cold bending the bar w/ min, bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 c� C� 0Pv e C-4. B• 6 •®a'•••....E^mas•°s• `,�.✓ e�j ,Q ��I OFESS\ �• `,+ ��.1 t�Fl�E S>' t,;k 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. to 10- 'I Ep 0cs N J 0' 20 N 4k Lt. W a N M cnI--rL LL W M a Y Q z CL J rJi. LL a _Z — a 0 Y OO w Wr°2°'°' 7 FU C, 2 O J Z LL La U') N Z W E O ZN O U cap Zj U)i W ❑E]❑ z N o z oo N z � � � �L J r` V) z v o 4--J c U 0 to W o c �N s CJ w � `— — e m � I I z� c 10 wQ t• o CD w Cl) Cl) z¢ o z J E o �o � ¢N O- E U of z 0 2U z® ❑a co 0 O E X 6 F �o 0 U O O az Nao z ¢o m� (6 c Y "° O 01 Z fA J Qw aw mi. z N Q o 1 40 g° az .n w ~ ci $p �3 z �5 >° NJ o V' w¢ z¢ a �3 NO Lo Li Om lD m 0 L � Q) o co LO aa)) N a Y2 O U o R 0m T o r co 04 V � M LO r= M LO 00 r r C N �; 0 ca z E O r4 _ _ cc a:U J Q Q -1 JOB NO: 21-1077 SCALE : AS NOTED SHEET NO. 6 TYP (2) A A A S3 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 1 -60.99 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 Y110.11 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 I I I ROOF SHEATHING: I O I I Q SHINGLE: %fi' EXP. 1 (2Y1s) or 19/32" EXP. 1 (33/1s) j I TILE: f%32" EXP. 1 C�116) ID I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS ®�-0 ar T 0 0 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1% ', SHEATHING SHALL BE FASTENED 7 Ad �,a � WITH ASTM F1667 RSRS-03 10d (2'/V x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. (2) A T U y I T U CJ1 CJ1 c+M U �LO - Cl) U U I CJ3 �j CJ3 CJ5 I CJ5 II I 1 EJ7 EJ7 II 1 I A I 11 EJ7 EJ7 S3 EJ7 EJ7 ' (2) X EJ7 ; EJ7 1 ' EJ7A 11 EJ7 — ' D1 S3 IEJ7A EJ7 LO I I' Q IEJ7A G 1 I' I 1 I T N U IEJ7A II U IZCJ31 I I I � (2 I I IEJ7A I 1) I I EJ51 _ I IEJ7A f U CJ1 EJ7A 1 U 7 CJ3 EJ7A 1 a EJ7B L I I) 1 EJ51 II EJ76 EJ5I II I I 1 CJ5B 1 EJ51 I CJ3A CJ3 I A M M Q ¢ Q Q ¢ W CN CJ 1c0 co 00 ¢ —— ¢ Q a Q Uto C c (2) A (2) (2) A A A S3 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1 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 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 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 LGT2 14060-M 3770-F13500-M LUGT2 13100-M 4520-F 131 00-M (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16D 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 1 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 570 1 (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 (8) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 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-131 SCALE: %4"=V-0" I t a 0 v *'1 v P R < \ 0 LU ye S S olk O r E k b To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N Fo a 0 f OD Co o m mF-* N N m N , 0 y � C � 20y -� # LL W M Q cnIL-1)Za �Mv L w a LL a Y _jLL� vi a W 0 Z F, t 6 N t 0 LO 0 w m O J d _• LL LLW oo 0 ¢¢ a Z N M Z U O 0 0 U-A U W I M � z N fo o o z � N Q ) z o � Q J — d W _ 1- � z _ (1) QD 0 LL � V O w o (!) �N c v LL1 r— — E i C u) N 0 i14m o co w coLo z- o z z <J � 21 C O E c �o jp �I Zo zp N F- C �o 8,U oa Uo N i ao o <o �z Ey 4? no i g Y mo to >z z <0 �z u) cZ 3 oIm LL Z 00 �z C-) j�o Fr o a= l° � co w< zl< d o 3 C O = > Ln rn cu m U L � o M > 0 N •— /1/ > O C) Om r coN = M N r r07 0000 0) r E w c N co 6i o z m z E O V) ca c r0 FLU E o J 'am Q ❑ c m J JOB NO: 21-1077 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7132" 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 -- Safe vertical load + Safe horizontal load —1-0 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81`44 1 B/1 T 81`40 1 B/1 T 8RF40 0B/1T 8F32 1 B/1T FORM do GROUT SOLID CV Q O Lu rU O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. I TYPE DESIGNATION TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 6 F 16— B/ 1 T H J a Z f Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c precast intels = 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 wl minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR AT TOP ALTERNATE POWERS MIN. (1) REQ'D C a -1/2 CLEAR STEEL LINTEL A O n 4 M.U. #5 REBAR AT TOP a� n MIN. (1)REQ'D 1-1/2"CLEAR v a d GROUT a H to a 5 REBAR AT = U) ut w a O BOTTOM OF F to w w W O N o LINTEL CAVITY - \ /nt \L *-BOTTOM 0 Cr ci O z v REINFORCING ¢ ¢ C7 m Z LL 7-5/8"ACTUAL PROVIDED IN LINTEL z o w ui ¢ -' C7 � a D n p .• �o �, �o #5 REBAR AT BC AS INDICATED NOMINAL WIDTH (VARIES) t~n Lo LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementibuos 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 a0 ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-131 SCALE: %4"=V-0" f ECJ�= �) ~+i Ci '21/ •� j 4W °e- U,Y1 J " ty J44b r f� �"� Ott@ ����F`difl A'E Ci l46f it t11so To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W U) r` Co a'loto � E 8 R, M N o� N � 3J# V m LL � 00 in # u, W Mf to ti a w n. a J u_ LL a L O z 0 o� 0o 7 �t6 n1 (0 u O J c�Q¢a Z LL Q) o Z N M Z tY W 0 O U U to W o00 c+Mi Z N 0 0 Z QQN � o Q Q � J N N^ - n� Z 0 o W a- rl"3 w ca m U � O— (!) �(n w o c w � (� sop f- cn w J L 8 � Q uo 0 m r_ W M co w2 o S Z Z a g w d 0 E =� wo® tz❑a ° f— rd z 0 0 ZO CV i Qz w o ao az r N f0 CO C: Y m� O 0 Z0) CO < a Q 00 ¢ � Z 0 w w <� ow x k �3 J =� w¢ > ° o a zla 3 N O >Lo 1..` Om O T `` c� M U LO N Q Y > O O m c CD o � .... T T It � 2 N � T _ M LO N T N E E (� CM o Z M Z E O y CU r t6 a:U E o � a m Q p m 3 JOB NO: 21-1077 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 ALTERNATIVE HAVE BEEN R T A- . MANY F THE S E CREATED 0 REPLACE CC C 0 H NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 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, (RISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. 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: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1 Y2" 3/4„ MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED, 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS HALL BE APA RATED STRUCTURAL A 0 S 0 0 S 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'J' 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 A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-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 ncrete overpo and mortar along the foundation perimeter must be removed beore exterior soiftreatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC RE TO BE SYP #2 BETTER AND OR MICROLAM AS INDICATED E O ON THE A R DRAWINGS AND CAN NOT BE REVISED. ,s _ < ,.tee _ U <C f/litPflllEttk��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD F Q r`r'. O E 10 m CD CD, 3 N � ik M �i rnNOD �0.00 Qj M LL Y �4 aLL LL a W 0 ZLu 0 � W z IL LL �aQa a N m Z L, 0 0 ai ZO U W ❑❑❑ M � Z N M S to N CDz Z iz 0 Ur � z � W o L f>3 V) w U O -� w $ IL/) c (T3 U W J E s z® L U ' y US ®to c � o w M M w2 o S Z i � ca E 0 E s° < Z© U rU <= o� F- �< UO o°¢� O o N lf z ¢0 < �z ww r� W L M O z U mp Z , J 0m. << w 2Z N ¢ ZO � son Qi U O <0 a x az =3 �S o O w< >O a _< °� y O > U) O Q0 03 m (9 L � o M N i� 0 O O m C O T T o N� r r = M 000 r r y CU D N M 0 Z Z O Ecc N c a E U Q 0 c JOB NO: 21-1077 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H F-0" STUB -OUT FOR GAS METER O O N TOO G O Q _ 0 " 10 1'-0o ° ' a U O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. U-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. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BC18Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap ° CONT. #5 BAR FILL CELL--\ STD. 90° HOOK BOND BEAM w j STD.90° CONT. #5 HOOK BAR ��(—�� BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. + 2" max. 4" max. / � Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 LEAVINGY8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. Tight fit 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate BCI5000sl&11-7/8" 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16' 6-16d 6-16d SIMPSC w/(22)- NAILS 1 5/8"0 THRU BOLT SIMPSC w/(22)- NAILS 1 R TRUSS 'OP PLATE I.0 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 TYPICAL SIMPSON MTS SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900plf max. along bearing wall TYPICAL SIMPSON META12 / BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing -for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below * over squash=20 blocks and Load bearing wall must stack over Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional � � Joist consideration. Check local build' When joists meet over wall, provide 9 I -Joist can be offset code for appropriate 1/16" 1 3/4"minimum bearing for each. up to 3" to avoid PLUMBING LINE 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 d d a tl' a . ° Provide adequate bearing — — I —I — — ° ° a for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist a° .. rr _ ° . .4 blocking panel *Non -stacking walls ° — �} (_ . • — —� Squash block 10d nails require additional consideration. —' (2x4 minimum) SECTION @ INT. BRG. WALL 11� ��TfTI I IIIII� °_fT FINI GRADE Bearing wall, Versa -Lam LVL or N.T.S. �II I �I II I —ICI III—IT�I I �I Glulam Beam ®Trr'!'Tr III f II I (I rrTl ��� Tf1�i r rvv nvL.L�o tF_n% F_r r 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 6„ A 1%" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" V-3" 1'-7" 1'11, 2--4" 2._9, 3._2" 3'_T Any 16" joist 12 1'-0" 1'-1" 1'-2" V-2" 1' 3" 1'-9" 2 4" 2'-11" 3'-7" 4-2" 4'-9" Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 17'-2" — 20 V-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-T' 4'-9" 5'-10" 7°-2" W-4" W-6" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Jc Backer block (12" wide min.) Nail with 10- 10d nails. \Install tight to top flange. y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap :k I Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange, flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements ' 0.6 X Joist p depth o� I —JOISTS BUCKETS N.T.S. SLEEVE THRU STEM—/ SEE PLAN FOR--'°• ° .. FOUNDATION INFO a ° STEM FOUNDATION GRADE . 4. `A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE /F I L PLUMBING LINE PENETRATION q ° ..4 *'° ° �° • a. • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d °4' . ° i . °v G e d ° ° v ° r v Tr a SEE FND. PLN. SIZE & REINF. LVI SO %`:b'Ib5�e4:fl6r 0 e� u .r i 6v— \% LJ`r� M .y'aSi� F L O �r To the best of the Engineers knowledge, info oration and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W Q v E O M 8 co to # 0 O N N� J a Y Q �rNiv J , U_ a W 3: z =S 0 0 c o Nc_o O w = O J W cp Z ILW co Z a n O Z O U U_5 N W ❑❑❑ M c, o g co N J V) M z C.� o c-1 W c M m —cis JL O—� W o Ln N �U1 � y U W J pE IU oo ¢ N 4M r` o JZ W M M 20 < Q E =o �o -- >� <� Z® ❑a (U f6 — g o RU aF oU 0 oQ 0 F N�o o 0 Qp a Z wz L M (n C - a Z2 o m Y �w mU o' W --I F� < �Z N o ao Q LL °w 3 <o �- <� � �o o o to w W w UU? z¢ °O = > Lid O 6 L 'C 0 M ' o1 N 0 .-. Q ccU o O m C0 ^C:' o E t = CD � T r CO LO 0000 N r r M N M i 6 Z Z E O `° C a ci Q o JOB NO : 21-1077 SCALE : AS NOTED SHEET NO. SN 1 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 11 (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.)4111,- WWF OR FIBERMESH PRE ENGINEERED WOOD ° ° TRUSS @ 24" O.C. U.N.O. -a I I-111=1 I I— m I I —III —I 11=1 I _, HURRICANE ANCHOR @ EACH ' I-1 11=1 I I-1 I I—i ° • I �I I I 11=1 I I' TRUSS (SEE UPLIFT SCHED,) W/ ° 12 METAL PL. UNDER EA. TRUSS Z P. MOISTURE BARRIER ~I I I LEII �I 111=1 I 111=1 I r VARIES -1 11=, �1LI I I II I II I II I I I II' SHINGLE ROOF ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIESAk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.01e 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR G/S3 FOR ANCHOR z z STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 ARCHITECTURAL w/ (10)10d NAILS FINISH TYP. 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN o p FOR CLARITY ° FOR LOCATIONS) p 1x4 P.T. BASE NAILER p 4"x4"INSPECTION D 3 1/4" BASEBOARD PORT AT EACH NOTE: g `FOR BEARING WALL FILLED CELL TYPICAL W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR I 1 11 MIN PSI MAY VARY PER cn TO CUT BLOCK OR POUR "_i=1 111 MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. W W1.4XW1.4 WWF OR = 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" r ,v 7�r 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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE 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 51810 x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 11111) 2"0x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 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" 5/8"° x 10" "J" BOLT @ 24" O.C. W! IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS. 2/ 6 x 6 W1.4 x W1.4 ELEV. -11/2" WWF OR FIBERMESH WWF OR FIBERMESH ~ 31/2"MIN. 31/2"MIN. A.F.F. S o - ° ° ° ' _�_�- 1/2"(min.)- 4" - ° ° . 9'' I—I�T1/2"(min.)- 4, — —I 11=1 Ir 00 31/2"(m'n. 4" — — p • Tom- 31/2"(min.)-4" 0=01 —I I _ _ =TIT 1 I_—�=1TI Tlf--�T ' =1 II I I 1T(I i' �= — ;,I(r — —l1- (2) #5 CONT. T 'r—"' m ''� (2) #5 CONT. 4� T "g 4" 1'-4" 8" U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 GOC'' 0 ens 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 ��N°o s INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 111(R302.11) ADDITIONAL INFORMATION c.1 LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ 10) 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS @ 24" O.C. VERT. OR 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1i4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP 124" MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING SPACED EVENLY FIBERMESH Q BOLTS 6" MAX FROM `" 2x P.T. PLATE WEEP SCREED INSTALLED BAR o END OF 2" x PLATE PER MFR INSTRUCTIONS ASSUMED FINISHED E #3 OR #4 REINFORCING BAR 0 ° GRADE „ ° ° ° ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e T D co FINISH GRADE °O (GRADE 60 MIN. Fy= 60ksi] g ° g CO —' —.I I i I I A D - 25" MIN. LAP [30" MIN. LAP] w I ' I T� — ° • D O° 6 MIL VAPOR BARRIER T�I D °• °I I TI #5 REINFORCING BAR R 1 7/8" 0? 7777 1­1 All III `�I ' =1Ti 1-111-111=1I1=1I1—I11 N z 71111 117EI I F 1 I 1=1 11=1 11= I • � TrT r � 051 AP SPI ICF ° D I —III —III —III —III —III —II ° 111=111 (11-11 I 11 I-111- `" COMP. SOIL. (COMPACTED TO 1111 =111 —=1 1=1 1=111i' T D1557) 95% MODIFIED PROCTOR ASTM 11 1- =III=III=1 11=III=III=III=III=III I Iml i 1n r 111_1 i 1_111_111_11 I-111-111-111=i =4" V-4" —III—III—I 11=III=III-III= I l i CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL '0 SLAB INFORMATION. � 04 = r ° 1, ° ° [ 0 6x6W1.4xW1.4 ° 6 MIL VAPOR ° _ Z 31/2" WWF OR FIBERMESH 4„ ": I I I min.) BARRIER 4 g ° ° a I I I— r ° COMP. SOIL. ° (COMPACTED TO 95%j ITfI MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT._/3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 11 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS PAVERS 'T z co '. ,1 I I I I I I 1 .1 I I I I ' I I Tl•I 1 I —I Irr LTT --I "111TiT� ± a •�'w' 4" I 50 �i�11T I � �i�•' I I I —I .Ile.� ... '; ' SEE A/S3 OR J/S6 _ 111 I II 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" 1 STORY) GARAGE DOOR SLAB RECESS �. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" GRADE 1 �1I—ICI ICI—r 7771 #5 REBAR w/ OPT. .,REEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E CV � M N• • • a - -I 4; I I co 1=1 11=1 I F S I� II 1 • .,:� •'. �. III= SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT A • ' a, ¢ INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE SLAB E - M 6 MIL VAPOR — BARRIER — I �- 11 — j=�111j=�T11'-7TTf =1•I I I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3501 MIN. TENSION 26011 6x6W1.4xW1.4 N _ WWF OR FIBERMESH Cl) 1 1Tf—TTf—T�— T1 (2) #5 CONT. =1 I I� 11I ON 3" CHAIRS 8" 8" (TYP.) 1'-4" TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 11 NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS - ° SEE PLAN FOR CONNECTION INFO TOP OF BEAM % x & LAYOUT DESIGN M ° ° SEE ROOF PLAN — — —° a A ° a ° • FL-r (2) HTS20 FOR STRUCTURAL -r _ LIB- I �1=�T��II BEAM SIZE & N 4 —1 CONNECTION INFO r> 2x4 #2 SYP P.T. FRAMING w! MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE �1 OPTION 1 w Q SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2x4 #2 SYP P.T. FRAMING w! MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE �1 OPTION 1 w Q SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 LU I —I11=III—III—III —III—III—=— FOOTINGUj =11 III —III —III —III —III III=1 I=1 1I- 11=III=III=III=1 „� -111=1 I— BEYOND PAD REINFORCEMENT I1 I I—III—i (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 I� �I ' 1 (r • U 10, 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. MEWANNammmWCD W Q E 0� co,� 4N N L v 0 5 o�,D N 4k W a C-, m y u. a Y J , a s z =�� K 0o li '@ N (D a' O J ¢a d W Z 00 a Z N Cl) Z OUvJN a N O W ❑ ❑ ❑ M N z N M og z � N z iz Q U) N N M z cD o u- a--+ L Q A t0 U O w o N c IN �N LL J J y — pE 0 8 i zr L (n a —o c N O, o w M Cl) J Z¢ � Z � LL, (U E z o o > a N a Z® ❑a I_ (0 x ° D o O o� D i a0 ¢o adoZ ww J Vi � UY U N m0 of Z ° Qz (A a a o< z z Z 5° <o �w k �j o o z� w< 3 =ti o � a r O- c> 3 O � > Lo � O CU CU 0 > U Ln N > o O CL C m T (6 O = 04 r � T r LO � N W N OM o z Z E O Cn N cc c m a E U0 .a ui Q co� = a JOB NO: 21-1077 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 m M 0 i i co m rn (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEMIN. EXTENSION FROM EVENLY LS SPACED EXTERIOR FACE OF BLOCK EVENL„ 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 WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 14 12 SEE TYPICAL WALL SECTION (np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" 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 GENERALNOTES 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 CL TO DRAIN EXTERIOR WALL CLEAN -OUT q WALL SCALE: N.T.S. S4 - 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD QsqSCALE: N.T.S. S4 ') 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT I 4 a a a11 4 a 8 STD. 90 HOOK 8� LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J Q > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. /--8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. a a a POURED CONCRETE BASE FOR BOTTOM OFMOUNTING 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. SFF �^O'l'L 'V 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.0.) 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- 2 x 6 P. J-BOLT TRACK BRACKET FOP a iARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (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 —(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OO OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER \ 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FBLOCKINGW/ 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 ( ) v 0/C FIELD_ ? a 2x TOP PLATE '- � � 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = __ CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT 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 I 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 r SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 4g,, SPLICE STAGGERED 10d @ 8" 0/C ATTACH ALL J �rf EXTERIOR STUDS W/ (4 16d TOENAILS TON 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. �+A F= 2240 LBS �T+ SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED �o J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4• 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) ' (4565# SPF) (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. I & NUT OXIED A.T.R. t&NUT OXIED A.T.R. t & NUT ROOF TRUSS ABOVE !- 2X BLOCKING a 4 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ T-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 4 2X8 P.T. BOTTOM )=j PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 518" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. Ij " JIL ?z 0 WP4 ` ; - 0 q.g- 1 A. •`� ........ "' OEESSoC;, r f4 fie// I I116t11ea�����\ To the as 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o W �EQ Sti 000 M v N � N & J t8 0 LLa 3�;-.% N �n��� W No a = 4 o a 0 Z �E.v � o CL aLao O~w Im00 o W c°n�rn°' a �_ N M Z K N O :a U U co❑❑ O W a) N M o z 1 � 1- Q J M N � � o a--+ v, LL fCs w �0 C, N �Nco C6 �- v asF-- - e 8 = L Woo Q o ®o N r_ o wJ M J 1!M �� o z 4 N U � E Q O E zo -o - >F, ar za oa CJ cu O4 wx X o< uo o. 00 B N az dz � z Y U moo o ' z J ¢W [p � oil Q ¢ �QK z Z o �U az w oz 3 a w¢ >o a� O > LO O m 0 L � > U Ln N Q > U ° C) C ° m o � ca C) r COO N M n LO � T r 6 M CV o Z cc z y E 2m _ m a0 -0 a o JOB NO : 21-1077 SCALE : AS NOTED SHEET NO. S4 3 _ m CID CU v M L0 0 J h 0 i i m C> r ,o LO 0 0 J 0 N 0 co v 3 a 0 a E 0 _ v c 0.I 0 Y SIMPSON HGAM11 W/ (4)1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS � 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END, MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) _\ IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR �4 APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 1Od GYPSUM WALL BOARD F:�Z 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 OS OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX I" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 j DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX, 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2) 10d EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END A GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ,-1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS NAIL ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP, TOP & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS ATT INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLO MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP f coco SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ -WOOD TRUSSES `° 80 1 1 _ 00 1/ 2"x4" CROSS BRACE (2)16d NAILS XA APPROX. 8" FROM -2X4 RAT RUN BRACING % RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 ^ 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2� x 4' LAMINATIONS W/ (1) ROW „ (3) 2' x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAIL OF STAGGERED 30d COMMON WIRE NAILS S STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS KIN - 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 0/C 16dTRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED ' MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. a� NON - LOAD BEARING LOCATION rDS5 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS SAME SPACING ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS -- SECTION 9 SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. SCALE: N.T.S. S5 IINIMUM 2x ;ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX. 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" :NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL CONT. BEARING 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) a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS ETN__1_TRUSS VERTICAL SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z W a BRACING w/ (3)1Od x 3 AT = EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 64" 6'-O" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) � STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓,9 CORNER JACK Y a a W z Cr O U HIP FRAMING REFERENCE PLAN a g 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 L� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W1 DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C- - n2 ptAXA1P < y ��O ~ -1 a 'suet C. F ilrs,y/�f f.QSi133P�toN\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) W v E ;9cc 0 N m # LL M QN V y to a i t Z 13 t7 JLLu- fu 2 0 y 2o U) O ~ w Q W Z 00 a ZO U) MZ U Mtn O 0 Zj (n w ❑❑❑ c) z N o � a z z o cn N M z 0 (6 w U wOft o Cn c Y (z fz rJ w J F— — E - 3WIN _ £ a v o 0-, 'n i14 oy CD W co zo Z J s E E 8F� i o o Za oa H o N�o Xo o ¢ ao =o 01 WZ w� U)c ¢❑ �y U '0 O� Z z �Z cn U oLL z44 J O a U aLL ..3 J CDw Jz < � z0 _< ° 0 >11 Io 0 0 cc c� o C0 > U") • > Q Y O O U m a 0 ' A lLJ O T o N � T _ r = M 00 T r- E c M o Z cc Z c : E O N m = IL v _j Q o JOB NO: 21-1077 SCALE : AS NOTED SHEET NO. S5 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( 1/2" DRYWALL DOOR JAMB REFER*4"2X8 , UNACCEPTABLE INSTALLTION40 DOOR JAMB (REFER P.T. TO PRODUCT To PRODUCT TO PRODUCT APPROVAL FOR PROPER INSTALLATION MAx. 8 ♦ DO NOT DO THIS �► 2"x BOT. PLATE W/ (2)10d @ 6" o.C. CON APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X 4" 3-1/4" LONG X 3/16"� FURRWG 3/16"0 X 3" LONG FURRING (2) ROWS 3/16"' x 3-1/2FURRING #5 REBAR ♦ ' AND NAILED W/ 8d COMMON @ O.C. EDGES AND 12" O.C. FIELD BOTTOM PATE W/ 8d @ O.C., 2 ROWS STAGGERED TAPCONS TAPCON 16" O.C. & TAPCON. INTO STAGGERED @ 16" (n P')6" ♦ ' 1x8 P.T. FROM EACH END w/M.8 BLOCK@ SPACING f� O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST, ATTACH PER MANUFACTURE MASONRY THROUGH _ rr 1x8 w/ 2 ROWS 8d NALS �� 1 1 /2 DETAIL {) 3 DETAIL `STD. 90° HOOK (TYP.) ^ STD. 90 ♦ /� 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAPCON @ 16" 1x4 P.T. x 3 -1/2" DOOR JAMB (REFER TO PRODUCT =1L 4%; :71 METAL SEAT PATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 t7E//,Z SHEATHING TO DOOR JAMB (REFER 2" ELIE TO PRODUCT DGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ♦ BOTTOM BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2 NOTC @FIRST COURSE ' - :: SIMPSON HGAM10KTA 12" O.C. @ w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ' +Jrn FIRST 2 COURSES ♦ TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A =1610 # FOR 2 STRAPS + FILL 1st 4 COURSES SOLID W/GROUT EMBEDMENT INTO BILK.) 1/4" MAX AX 8" 1 PLY PRE-ENGINEERED TRUSS " 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4"TITEN (IF TRUSS r ::' IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION '. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ! '.. ' ; '; '• ' '� SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS EA. END RETROFIT TRUSS DETAIL ••;:• • ` •'AT OVERHAN :�L.. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 4 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () " DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ k0gN TO TRUSS TOP CHORD MIN. 4 EMBEDMENT AT 16 O.C. + (F + �GT/y 1 1-0° 51-011 SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS , . `� WITH 1/4" 1!4 TAPCON " " B-B ROOF SHEATHING ATTACHED � + REQUIRED ' D b EMBE MIENT INTO K.) PER NAILING SCHEDULE ALL + TO SUPPORT TRUSS SOFFIT ° V. #5 BAR D Z-0" 8" + + D 10 ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i + p 9 D ° 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 8d NAILS 2X4 SYP ► � s EACH TRUSS ° , D D KNOCKOUT / _ CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ FT CONNECTOR °� . r D ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS LA SEE LINTEL SIZE AND RE NFMONOP ROTI PLAN r AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT 6 z BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL STANDARD b ° -1SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION p HOOK #5 BAR IN 90' TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SHED ROOF ENDS TO BE SCREWS 1 @ 6" O.C. MAX. OR IF MASONRY {MAX. 4'-0") - o , o , a BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" _ _ ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. '- ' ' 'Sk ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5 BARS ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) T IN. 3" OCCURS TOP WITH MIN. 3" XIE EPDXIED EPDXIED w/ SIMPSON "SET" 1 z z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6 4' \ EPDXY MIN. 6" EMBEDMENT & `. O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP LLO v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT o ; D — - P o — — II _ _= P v a ¢ a 1 U #5x6, PRESS PANEL REINFORCING INTO PLACE. " — — v EMBEDDED INTO z • ��;�y'::°:A': - 6 MIN. LAP SPLICE W! D D � � EXISTING FOOTING 2 #5x6' IN CONC. ( ) ' COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. I I ° I �� ° D — r a cn N FILLED CELL DRILL 3/4 x5„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP _ D. D I — I I- GRADE D `. SET BAR IN EPDXY Y• �. •�- O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE iv REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEE GLASS BLOCK INSTALLATION NOTES. M z N ,- • D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D {2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R16001 16" MIN. COVER EA. WAY SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0° SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ELI ^���1c�a�S4@FIiFeF p?a?WA W I 1 '•G� •e b' .r , K��ccyy U F• _Oell 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. fA W 4 � 'E (0t- O O N # 0 O N J N O C J ll. .69 H U) W a M M y Y LL a 0 0 Z 0 J 0 O M :2 �,� W 0 W ��6j6' QQa Z LL❑ oo a N M z 0)O < U U U) W Ell Z N (h og z o Waal V I N N cn z CD o y2 M: _ ,, M U N 0Ln o � w ca Lu J 3 00 T14 td o co w M J w o z Z � z o tEa z < � Q o E v o <> Z® ocu F_ O E �g �¢ az oo S' az N wo � am r w L C _ Y U mo Z J m n Q w zz Z < sg Z o g �w v 3 <o Ik O w M � aF °� 0 O = 11 U) 0cc cc L � > U LO N Q > o O � C � CO C7 Cfl O o r ca = N r N r = M U oo T rn r E c M Z M z E 0 `m 0 E U J Q ❑ J JOB NO: 21-1077 SCALE : AS NOTED SHEET N0. Sis CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 FRAMED RIDGE MAY B (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 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 0 T TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z—WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 CON T&BCI- WOOD TRUSS SEE ROOF PLAN SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 'VATRUSS G.T.az ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM 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 a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL 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. VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO glk SEE PLAN FOR PLATE BELOW TOP OF WALL p 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 r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS 'IMPSON HUC41Owl 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI vFO will OR 0 0=1 SEE PLAN FOR CANT. r bAb 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. ,1 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION , L�_ PLAN FOR MORE INFO 5" XX 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 a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=1'-0" ju SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL iF?A%IWAY av eleEp (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 °<. 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 j (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS 4. COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rl 2 SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 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 s SCALE:NTS LOW ROOF/WALL 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 41 Q C I � 11 fill Ir— D 4� •%. E L 0 ..d � SSI0 ii11i113i1.t111, 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 QO r- co cOT o 8 Nrco# 0 ® 4)$00 - tt) ON it ti UJ t1i to rn r L - w a c� o a — Q Co LLLL a w J O Z s Q O w K OJ J W Z LU a a co Z z N M= 0 O 0 U y W ❑❑❑ CD Z N th o g Z o Q J V) z � � o (� r r ° V — g 0 S w. V C w m � J E z® Q N s o0 ti o w Mw Co J ¢ o � Z < E E O y za o� 0 wz Z� <� 0® v Ca �° U p O CD Ea C7 N ~ Q 2 � W Z ¢� T (0 H m23 O < o° <w z a 3 Q 0 LL Z �° Z mw A� oz - o �_ `< I -0 C o r z ¢ a o U °O > Lo O O L � o M a) N .-. Y ' O O m CD T o r ca = N CF) r C� r, 0.) T L0 LO rn r ai E = M o z M z E O Ca = 0- E c0 o 'ao c JOB NO : 21-1077 SCALE: AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ..> MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM ti INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T! WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT �"' WEATHER ✓E BARRIER & 2ARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 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 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 JOIF UNDER DECKING ;ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r v-�onuv� SELF -ADHERED FLASHING NAILING FLANGE rvyonliv�a SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as E in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary m 1/2" DUROCK- WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK T-4" PER PLAN V-0" PER PLAN SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 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 SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 5 0 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 Qindividual 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 94 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER AMequal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD la :LF-ADHERED FLASHING ETCH HERED FLASHING 1 2 4 5 8" CMU I I U 4"OR8"CMU (PER SEAT DEPTH) Z Z FILL WITH GROUT ° g � a d 11 ro d ° uJ LU PLASTER STOP - da = rn CONTINUOUS BACKER - 0 V ROD & SEALANT SLOPED MUD BED d ° _ U-1y d ° Q LU Ln W d ° v, O VINYL SHOWER PAN IL�I 7:1 t SLOPE 4° - ° 4 1 ° 1 SHOWER SEAT a IN 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 GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY 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 RELEASE PAPER TO EXPOSE ADHESIVE 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, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 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 qutters. 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, DENSGLASS C� A �I ;TOP A US BACKER ROD OUS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal r'= lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal .. Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar 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 i� Q I N 0 N rn N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W U� tW- a 'o E O M 3 10 N N co � J 0 s - .o a, In Yk LL W 0 0) rn r- I— -- J w a �a Y Q rNO a LL U- a U Z 0 W L N '(0 N CO O w R' OJ J W > ��pj6' m ¢ Qa Z N co Z do IY SQ O U Z W ❑❑❑ = z N �, o z z o � J C N zca 0 o nLLI - ° J O o W V) c �N U c minE = L L y U o N n • sm o W M 0 o 4 � J E z o . - } iZ O E: V aZ Z o� 1 a X O a� 0 OU 0 �< o� L Qoww <o C z 0 Y m� O O , Z, }¢ z cu J g to � F tl 2CL z z 5°0 N LL a �w U � a� ~� o J << x� ;o o� a x o� CD E2 > Lo Om e �o 0 L ULO N Q U > o O o Cm ...� r�t T T v co O 2 N O LO r = cooCoo r r � CV co o Z z E Q �; m c a U ¢ 0 � JOB NO: 21-1077 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gauqre! +1/2'x+112'x2-12' C We 1 f2' Dia. A-42S G3 ,Typ') 1 back cross support ' (May be cut to W) bight Stadcet (16 Gauge) Self -Drilling Screws till Unit Bottom Edge (Typica 1- 3 Front Cross Support Self-Locking Nuts Nuts (May be cut tow) Left Bracket (16 Gauge) #14SeIr rJ1JqScreAlsThrUBraCke1S& Back Cross Support Into AIC Unit Bottom Side (Typicall: 3 each slick for hurricane use) Spoi massurt-im- dund yeadnis" with ­6 Nurrildwo Air A- RaLred Sorb *R"ae teen "am Florida Department of Business & Professional Regulation Page I aft Building Codes and Standards U14=1 Product Approval Application Detail Code Ishiltv or oat- oat- pate Poi ast" Type Marston Manufacturer Contact Inedfiriser & U.- Validated a, Validated Sublftd FAC Approval Adding star_ Rev1,1c, 2020 Drexel Metals, Inc. Jason Shumate Zachary R. priest Luke Bowden P.E. Hill 00020 08109/2020 082012020 1 Otl 3/2020 Approved Category: Rooling (502) 303-1511 RE-74021 (334) 300.1800 Subcategory; Metal Roofing ishumeticifildnimmet.com Cornpil"'s, Method; Evaluation Report from a Florida Registered Archilact or a Licensed Florida Professional Engineer Quality Asiumnal Approved for Use Approved for Use mi Casellon, Sea # Number or Name =.firlp Product Daniumilition Contract Expiration owe in HVHZ Outside.HVHZ Resistant pressuan, Systems DMC10ONS, DMC 15053. DMC 1758, DMC 2005. 120112025 Yes No N/A -i DMc 5V Florida Department of Business & Professional Regulation page I of I Building Codes and Standards 115=21 Product Approval Application Detail oMe- Aodud Dental QualityAnnearec, Caryl Expiration Date Acar-ol for Use In FVFIZ Adidroinhol for Use Outside III LUIS= Resistant Ded- pessre Modal Ill" M10 Do:! Function 1!-1 ,"1 V, l:,I., V,,� IMV2020 Yes Yes MIA smadvent Model #15 0-511 Do FunctionFond end nba5, Vent I212V12020 Y Yes MIA :100/-100 ,00?(0 I Smaruat Model 415"20 Insulated Rood Vent IMI2020 Yes Yes MIA 1001-100 I anarVant Model Xi soled Flood Vent 12r3112020 Yes Yes MIA 'I00".100 5 Snulr[Vert Model th 540-524 16&qi G-9. Dow HI Vent I2T31/202 Yes Yes MIA MIA 6 arrant I AM 540-570 Wood Wall Insulated Flood Vent 12f3l/2020 Y Y MIA 100-100 7 Smuntvanlm. Ven M.d,1#1640.574 14.5&num: Garage Dow Flood Vent 1213lZ2020 Y: Yes MiA MIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 3 11712D21 code Entlity or Date 29-6 Date Pending Data LM vanilla, Manufacturer Careadi Equinverr & Uders, Mandated By Validated Submthad F11C Awroyal Approved Statute Revision 2020 Thermal-Tro Corporation at- Jeep- Lyndon I. Sdr.ldt, P.E. RyanJ. Xing, P.E. 0712312020 071122020 Di 101132020 Approved Category: Exterior Dome (000) 043-7628 PE-43403 (813) 767-655 5 Subcategory: Swinging Exterim Dom Assemblies sJaspanonQthenmli Compliance Method: Evaluation Report fr.m a m Florida Registered Architect or a Licensed Florida Proresalmal Engineer Quality Assurance Ainw-al rim Use Approved for Use Impact DemonE beg p '1=1 Number or Product Description . In HVHZ Outside Resistant Pressure, 1 911 and Smoolh-Ear Normal 6&#39;8 &q.w;imp.c1&qu.t; Opaque 12f312021 No Yes Yes N/A Composite Edge Fiberglass angle Dow (Ininalrig/Ool-ling: X con0graftri) 2 b Th.ri Fib-Claesle and S-olh-allir Nominal 6&#39:8 &qUohImPsCt&qUct Opaque 12131/2021 No Yes Yes WA Composite Edge Fiberglass Single Dow with Sd.11tii (In-Ing/Outswf XO, OX or OXO dwiff'-flon.) 3 d. Thenni Fiber Classic and Smowhi Nominal 6&#30,8 &QuwLInnp'ot&q'ot' Opaque IMIQ021 No Yes Yes WA CompositeCo-uns'Edge Fiberglass Doul Dow will, or without 51d.lit., (ins-WO.tawl1g; XX or OXXO corrIloretions) I I The" Tr, 111-Class, and 11-11,81in, M-1111 11,911;1 &110;1111111,11101,11, 1213111111 No Yes Yes NIACori Edge Fiberglass Single Doff (lm"I"g/Ootew,ing; X comIgunsion) e. Therma-Tru Fiber-Clasid and andoilh-Star Nominal 8&#39,1 lq,,II-,,I&,u.t; Opaque 12f31/2D21 No Yes Yes WA Composite go Fiberglass Sir* Dow with adeltre(s) (Inswi,1110uni'log; XO, OX or OXO comflauni 6 f ThermsTru Ffilder-Classlc and Smooth -Star Nominal 8&#1 &qum;Jmpaqt8quot; Opaque 12131/2021 No Yes Yes N/A Composite Edge Fiberglass Double Dow with or without Sidelli (InswingtOutswitl XX or OXXO configurations) 7 g Therm. -Tr. Fliber-Class id and Srri Nominal 6&#39;8 &qum;Impaqi&qum; Glued 12f31/2021 No Yes yed N/A Composite Edge Fiberglass angle Dow (InswinnyOutswing; X configuration) 8 h. Thenhei FilberClassic and Smooth -Star Nominal 6&#39:8 &quct:lmpact&quot; Glued 121312D21 No Yes Yes MIA Composite Edge Fiberglass Smote Dm.Oh si (Inswing/Outswing, XO, OX or OXO configurations) 9 1. Themi I'llb-Classic and Smool .-Inel 8&#39;8 &quot;lmpact&quot; Glued 12/31/2021 No Yes Yes WA Cwnpoeito Edge Fiberglass Double Dow with or without Sid.1".is (1,s-WOulswing; XX or OXXO contgursums) Quality Assurance Aturs.-Afor Use A-,.vd for Use Imi D-I., Sep # 11 Name Product Description Contract E.Phradlon Data In Hi O.Vild. HVRZ Rasistarra Pressure Q 71-Fiber-Classic and SmootIFStar Nominal 6&#39',0 &quohimpachliquot; Glued 12J3112021 No Yes Yes MIA Composifte Edge Fiberglass Double Dow with or without SWelftes (Inswung'Outswing; XX or OXXO configurations) Florida Department of Business & Professional Regulation Page I our Building Codes and Standards 11512021 Product Approval Application Detail Code EmIty, . Data to Oat. Paridato Do", version Manufacturer Contact Ilinaling, & Licari validated By Validated Submitted FSC Apoho%isl Approved Status Revision 2020 PGT Indi Jens Rmwkl Mourn -Dade SCOO - CER Mlarril-Dade SCCO - VAL 11119/2020 1012612020 1112412020 Approved Caui Erd her Doors (941) 4W.0100 (786) 31525N Subcategory: Sliding Exterior Dow Assemblies yossowskuttilogilod-trissi Compliance Method:Cautfificadon Mark or Listing win 11.025141121 groddi 0 Assurances'.-Awroved for Use Approved for Use firroad Desim ABA ILgill-1612, *1 Narne, Product Daurbillon Cohhua��nDate In FIVFIZ Outside hli Resistant Prsswre S '5'o "number M"fl. Impact) Vinyl Siding Glass Door Yes Yes Yes MIA January 14, 2021 PRODUCT APPROVAL SPECIFICATION SHEET tz021) 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 Numberi Test Pressures Expit Date 1. EXTERIOR DOORS 1 1 1 1 1 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +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) FL8248.1 0 +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 FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60-0/-60-0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55-0 psf 2/16/2024 C. F D(E D 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 - FL1 5272.2 +75.0/-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 Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D_ ROOF VENTILATORS Thompson Arch Metal Comp- Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc, Vent RV 10 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 Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL 11651.2 R3 N/A 4/12/2024 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 CONNECTORS/ USP Structural Conn. see chart ANCHORS 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 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these prodUGtS, the following information must be available to the inspector on the jobsite, 1) copy of the product approval, 2) - Florida Department of Business & Professional Regulation Page 1 -`3 Building Codes and Standards 11712021 Product Approval Application Detail g2a 2" 21111ill Oat, Paindinat Rai Y.M version Manufacturer Cooed Eimineer&Ucenea Widened By Valli Submitted FOCAbormal Approved stal Revision 2020 Thenni Corporation Steve J.W- Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 07232020 07,1 2r2D 20 071292020 10M3/2020 Approved Category: Md.d. Doors (SOD) 843 7528 PE-43409 (813) 767-6555 SubCadai Swinging 0darlor Door Assemblies Compilarrai Method: Evaluation Report thorn a Flei Registered Adhh.1 or a Licensed Florida Pl.r-i.al Engineer Quality Assue-anda Approved For Use Approni far Use Ina Design $a- Pr duct or No- Prod-( Description Contract Oat. In HVHZ Outside, HVHZIledhai Pressure 1 Tho Fiber -Classic and S.Wh-adur Nominal 6&-V39;8 &quoqImp.m&qui Opaque Yes Yes Yes N/A Compos" Edge Fiberglass Single Dow (Inewing/0,11swini X configuration) 2 11 The -Tin FiberCh-le and Sirdidth--aur Nominal SW9,15 &c.cit;Irriptictitraii Opaque 12/31=24 yos Yes Yes N/A Composite, Edge Fiberglass Single Dow with sldii[hesi = OX or OXO Configuration.) 3 q. Therrod-Tim Fiber -Classic and Simsion-Star Nominal 68nl39;8 Opaque 12/31/2021 Yes Yes Yes MIA Composite Edge Fiberglass Double Dom with or without Sidei (InWirgiOurtswing-, XX or OXXO Configurations) 4 d. The-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 lidqw;Impactilquot, Opaque 12/31=21 Yes Yes Y.s N/A Composite Edge Fiberglass Single Dow (In"Ingtoudii X configuration) 5 a. Themni Fiber -Classic and Smooth -Star Nominal a&#39;0 &q.mlinnpilmiucluct; Opaque 1213112021 Yes Yea Yes N/A Composite Edge Fiberglass Single D=wkh Sid6fitai (insweigiout"Ing: XO, OX or QXO configurations) 6 f. Therml Fiber -Classic and Serodsh-Star Nominal 8&#39;0 ilisruot;Impaimitiquor, Opaque 12f3I12021 Yes Yes Yes N/A C ompasito Edge Fiberglass Double Dow with without area. flnswinglOutdwlng; XX or OXXQ -filundlons) 7 g. Therri FiberClessic and Smooth -Star Nominal 66#396 4'quothlmput&quot Glaued 12/31=21 Yes Y. Yes NIA Composite Edge Fiberglass Single Dow (inswing/0.11-nig; -1 "n"gi-inno.) 8 h. Therms -Thu Fiber -Classic ft and ..th-Str NominalS;8 &quot;Impact&qi Glued 121J112021 Yes Yes Yes N/A Composite Edge Fiberglass Single Dow with Vda[IteN (InswingOutsi XO, OX or OXO curfigurations) 9 I. Tinemini Fiber -Classic and Smoothi Nominal 6&#1 &quot;Jmpact&qi Glued 12r1172021 Yes Y. Yes N/A Composite Edge Fiberglass Double Dom with a with out Sideffill" (Inswingl0vtswimu XX 61 OXXO .onfiguration.) 10 J. Themes -Ton Fibi and Smoicith-Star N in9I8&#39;0&quotLImpadt&qumGIuw1 I2Mlt202I Yes Yes Yes NIA C;;oAa Edge Fiberglass Single Dow (Ir"Ing/outiving; X configuration) 11 k Themia-Tin Fiber -Classic and S-i N 1118&#39;0 &qum;ImpocuAqucL Glued 1=100211 Yes Yes Yes WA Zpoi Edge Fiberglass Single Wwwkh edeift(s) (InswingiOMI XO, OX or OXO configur"I" 1) 12 I. Tiniminie-Tro I'llber-Clas,ld and Smothi Nominal ii &quw;Innp.ct&qi Glued 12fW2021 Yes Yes Yes N/A Composite Edge Fiberglass Double Dom with or th wiout adefiles (Inswing/Outswing: XX w OXXO odmil'urreflor.) 13 m. Th.nme-Tho Fiber-Clainild and Sm.ci Nominal 3&*39;8 &quotJmPaot&quot; Opaque 1213I2021 Yes Yes Yes MIA Composite Edge Fiberglass Single Dow.illh &qu otNon-ImpandMiquest: Sidei (Inswing/Outs,ving; XO. OX or 01 configurations) 14 r. TIa-.T. Fiber -Classic end SrnwhS., Nominal 68939;S &quoLImpact&quoL Opaque 12/31120211 Yes Yes Yes MIA Composhe Edge Fiberglass Doubts Dow with 8.quohNor,Irnud&quot: adelites (Ineviing/Outhwing: OXXO doringurad") 15 o. Therma-Tru Flo -Classic and Smoctri Nomi 88#1&q"';'Mp"'i""';Opaque 1 1213112021 Yes Yes Yes N/A Composite Edge Fiberglass angle Dow with &quQCN.nFmp*d&q.o1; ad.11i (In-ftrOut-Ing; XO, OX a OXC, confilurafims) is p. Themnsi l7lb-Clunfic and SmdothSW Nominal 88as39,'6&qa1CInPudt&qp.; Opaque 12/3112021 Yes Yes Yes N/A Composite Edge Fiberglass Double Dow with &quoI:Non-Impaqf&quoi Sidelites answing/Outhorl OXXO cormouration) 17 q. Therm-Tru Fiber-Cl-Ic and Smwth-Star Nominal 6U39;6 3idumNor-Invact4divell Opaque 12131=1 Yes Yes No MIA Carl Edge Fiberglass angle Dow I X donfigunatian) Is r. Therma,Tru Fiber -Classic and Smodith-star =irs[Oubawln'; h.1 58*398 "oot;Non-Implari Opaque 12rJI/2021 Yes Yes No NIA Composite Edge Fiberglass Single Dowwhh Sidelftue(.) (Imming/Outswing; XG, OX w OXO mintio-tiors) 19 s. Thermo-Tro Fiber -Classic and Smoothaer Nominal 6&939;8 &quqt;Nw4mdi Opaque 12/31/2021 Yes Yes No N/A Composite Edge Fliddros" Double Dow with or .1thouL Sidelites (Irswng/Ootmirig; XX or OXXO dol urations) 20 1 Thownri FilbehClassic and Smooth -Star Nor% 3&#39;0 &qUmNw_Irnpaq%ql opaque 12rJ1/2021 Yes Y. No N/A Composite Edge Fiberglass angle Dow (bewfirwout-fir"; X-fig-ti.) 21 Th-Ton Fiber-Cl.saiq and Smooth -Star Morl 8&#39;0 &q.wN.-Imp.qu&qlqI; Opaque 12M112021 Yes Yes No NIA Composts Edge Flib.,glaintangle Di SdIqIs(,) lin"I"glOutswing: XC, OX or OXO 'enfigumi 22 v, Therme-Tro FllberCl ... Id and Smooth -Star Noininit! 8"3VO &qudN.-In1padt&qm; Opaque 12f3l=1 Yes Y. No N/A C_P_h. Edge Fiberglass Double Dow with or .ithont$idelfted (InewilglCutswirig; XX or OXXO .dinfigui 23 w, Therme-Tru Fiber-Classlo and amoothi Nominal 6&#39;80 SAU-dr-I'Velotdidi Glued 1213112021 Yes yes No N/A C,omposke Edge Fiberglass Single Dow (Inswinglou"ani figuration) 24 w Therma-Tru Fiber-Classid and Nominal 6&*39;8 &quQTtNw-IrnpW&quct; Glued 12131/2021 Yes Y. No NIA Compoeft. Edge Fiberglass Single Dow wfth sal l (I.-Ingiout-ling; XO' OX or OXO d.figumi 25 V Therni Fib -Classic and Smodith.Sor Nominal 6"39;8 &quwN­Imdai GInon:1 123112071 Yes Yes Ne, WA Compost. Edge Fiberglass Double Dow with or with wioutsi (InswingtOutswing; XX or 0)0(0 configurations) .fig... flors) 26 z. Therma-Tru Fiber -Classic and Smooth -Star Norninad 8&#39,0 &quot;Non.Impact&qUot; Glued 12MI12021 Yes Yes No MIA Composite Edge Fiberglass single Dow (I'swing/Cubli X configuration) 27 za. Thelma-TonFitair-Classic and Smooth-Ster Norm,W 8&#39;0 &quwNdn-Innpft&qud; Glued 12rJI/2021 Yes Yes No N/A Composite Edge Fiberglass angle Dow with Sidi ("I"gioutswing: XO' OX or OXO odinfli 28 o The-Tro Fiber-CI-sic-dSmmb-Slar, Nominal 89#39;0 &q..t;N.-Imp.ct&qut; Glued IVW2021 Yes Yes; No WA Cornpain. Edge Fiberglass Double Dow with or wrthout,91deMse thawnglOutswing; XX or OXXO configurations) Florida Department of Business & Professional Regulation Page 1 d2 Building Codes and Standards 115=1 Product Approval Application Detail Code Entry Data Me Data Perift, Done Type version Manufaii Contact ==, validated By valid., submittal FBC Arldr-I Approved status Revision 2020 Therinle-Tru Corporation Steve JsspereP Ryon J - Ming,P.E. 10113/2020 07/1202020 0713012020 10/1312020 Approved Category! Exter. Davis(800) 843-7628 PE-43409 /813) 767-8555 Sub0a"ry: Swinging Exterior Door Assemblies splipsis.@thlimmutru.. Compiler— Method: Evaluation Report from " Florde " .0slared Architect or a Licensed Florida Profession.[ Engineer Qualli Assurance Aroand-difoa-Use AppauxudforUse Impact O.-Join a--* Llt��dll, Ithember w Me,, Product Destailidtilin Contract Expiration Date In HVHZ Oursild. HVHZ Resist. Pressure no -CI ... 1. and Smooth -Ste, Nominal 6&*39;8 8,quctMw-1m,=Mqi Opaque 12,rW2021 No Yes No WA Composite Edge Fiberglass Single Dow (Ins,ungiOuti X conligureflon) Florida Department of Business & Professional Regulation page I ol Building Codes and Standards 11512021 Product Approval Application Detail plilimmmnmiiii ill ii Code �i;!!!i;iiiii;i it ! 1;: 1 ilin 11 s ; i i; ::: si 1 il i 11 as i I i i Entity or Data owe Date Pending Data Version Manufacturer Contact Endneer&Llceree validated 13V Valli submitted FEIC Arionowal ADDi Strtuc Revi;i 2020 MI Wholows and Doors Brent ai Luis Roberto Lomas Steven M. UrIqh, PE 10)[16/2020 1 0/06n020 10t1=020 12/15M20 Approved Category: Exterior Dow, (717) 365-33DO P"2514 (717) 317-8454 Subcategory: Stong Exterior Dow Assemblies b,rt1Ihger@.hvd..wm Compliance, Method: Evali Report from a Florida Registered Architect or. Lideread Florida :gjtsa?.aB Pro .. idnal Engineer V Fi Res ode- CludlftvAssuriarnqe Approved for Use AppirdivedforrUse Imoad Diisim MNumb, , or N Frail Doem-lotion Contract Expiration Dade In HvKZ Otiftido HVHZ Rest Pnessure �o ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12/31 r2O24 No Yes No NIA 145-3/48,quoute08,quot: NON -REINFORCED 2 SERIES 420 ALUMINUM SOD SERIES 420ALUMINUM SGD OX, XO, XX 12/31IM24 No Yes No WA 95squor, '60"uot,'NON-REINFORCEO 3 SERIFS 420ALUMINUM SGD REINFORCED SSRIES420 ALUMINUM SGD REINFORCED OXO 12/312024 No Yes N. N/A 146-3148quml;xg6"q"* 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX. 12/312024 No Yes No N/A XO, XX 96&quotJ'96&qi 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES420AL UM M!NUM SGD REINFORCED XXX 121312024 No Yes No N/A 143duquoix96li,quot Florida Department of Business & Professional Regulation page 1 di Building Codes and Standards 11912021 Product Approval Application Detail Code Eri or oat. We Dole Port Data Type Version Mainuriamutar Claimed Enaln & License, validated BY Validated Submitted FlICAponayal Approvetl us R-Mi 2020 Wayrns-Dafton , o dI of Overhead Door Dwayne Kernish John E Goal Jeffrey P_ Arneson, P E I Otl 2f202O CMD/2020 1012312020 12/15M20 Approved Corporation (330) 753-8121 PESin7 (904) 521-5200 Category: Exonfor Doors lu"bCategiory:sactiornal Exterior Dow Assembfies oar Compliance Method: Evaluation Report from . Florida Registered Architect or a Licensed Florida Professional Engine., Y Quality Assurance Approved for Use Approved to, Use Impact Desdion 111111.9 ==,ilighler or Nano Product Daurliation .2111 In NVHZ outside HVHZ Reatishan( Preessurt 3 al, 105 98#31; Max width. 14&039! Max height. Gulling 12612023 No Yes Yes 131.00/-35.00 evin table in top 10 8000/6100)32DO #1123 16&#39; Max width. 14&#39; Me. height. Gluing 12J312023 No Yes Yes -30.01-33,50 available In top or Inhimadflate sectlon. Cn > 0 0 :3 CL 0- 0 0 CU Q 0 = .0 C13 U_ 0 > W Cn iE W E L_ Ca 2 ca. CU 112 -1..- U) ca. < W J C"' Cn co 2 SHEET NO. PA 1.0 y Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page, t of 1iit m21 Cod- Entity or Data ate Data Pendlna Die Noe � V slmr Mandactumr 'Contact rani&Lt.... Validated By _L_ e Validated b ttel � su m l tl FBC: Approval byad s' ti9ll r air Revision 2020 Curries Division ial Inc: Tom RaUay UL LLC Troy S,ilral P,E: 12n02020 12i012020 1221/2020 Approved Category: Ex+eno duos (641) 494-2613 (954) 947-0880 subcategory. Exterior Door Components tainsaUey@assaabloy.co Compliance: Method: Certlfti Mark or Listing to FL" 4 3T,a$P�. OusltteAseakety.. Approved for Us s Approved for Use Impact Dalton Sep # Product Model. Nu berar Name ProduH pscrlogon Contract Ekdration OMa In HVHZ 29LOge NVNZ $Pylggpt Pressure 1 607, 707. 727. 747, 757, 777, and 847 Single and Pairs or Flush, Gleaed, and Louvered single and can of 12/3112025 Yes Yes Yes NIA Doors hollow metal doors. Flonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i o42 1512mi 92sh Entity or Im W Data Pandna 20 Noe Verskia, Manufacturer Contact Engineer&Ll-nos Validated By V.11a d aubmitted FBC Approval Approved Status Revision 2020 MI Windows and Doors Brent Stringer .American Architectural StevenM. Urictr, PE I IQ2/2020 1122I2020 1128/2020 Approved Category: Wlndpws (717) 365-3300 Manufacturers As -fits lon (717):31744e4 subcategory: Fixed bcigingcr@mIs d-coin Compliance Method: Certification Mark a Listing PL#15349:R14 Rrndocts. `: , ,,, ..... ., ';: ,, , ,= . , ... ,. , .-: , ,,, ., ,: ., ..,' .. 11 , •. , sec sit Product Model. Number or Name Quality Assuante Product Description Contrxt Eudratfon Date Aggrowdfw In Use Ameovadfor Usa HVHZ Outside HVHZ ffr Imgggt $g;[�D( PressD p�gpy(g 1 185. PW 73.721nsulated Glass 04/032023 No Yes No .60/-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I oft 1XI2021 - Cade -Entity or ante Date Data Penchi, D.A. Version Manuractumr Contact Endneer&License Vallciat'ed By Validated 8uhmiBed Platt Auurowl Approved Status ReNslon 2020 James Hardie BuildingProducts. Inc. Chad Dlereka V. Andrew Tan John Southard P.E. 1 20 01/W2021 OtA52021 211420 ding FBC.Appn category:. Not] Walls (909) 545-B359 PE-81662 (352) 3W-2526 Subcategory: Siding cnad.dleroks@)ameshardl Compliance M.1h.& Evaluation Report font ecarn Flonda Registered Architect or a Licensed Florida Professional Engineer ee Pr F1 ion-R6= d �: - Quality Assurance Aporowdfur Use . - "I'll", Approved for Use imgad Design .__ 21a]( Product Model. Nrmr.r of Nartw Product Oasedpdon :Dar;nact Exdration Data In HVHZ. Call HVHZ Hesitated Pleaasure 1 Cemplank Lap Siding fiber -cement lap siding 121312023 Yes Yes NIA NIA 2 HardiePlank Lap Siding Aber -cement lap siding 12/312023 Yes Yes NIA NIA mm Version Manufacturer Revision 2020 MI Windows: and Doors Category: Windows Subcategory; Sin le Hun 9 9 Compliance Method: Cildificafion Mark or Listing' sea # Radud Modal, Nioni er or No- s f85 SH Flonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dail Page 1 .I2 irr'021 Entity, or ggll Enoloear A U-se 292 Data Rnidlna iwwawdav Validated Submitted, FBCAoosaiul fag dgpaoxed lum Bmn[S' n`gNitencan Arc itectu. 1 StewrtM.: itch,, PE 11!7 72020 11/17f2020 112712020 Approved (717)365-3300 Manufacturers: Association (717)317.84$4 I 'sitIer ruwd_wI.g m 'Quality Assurance Apooverlf-Use Abarowdfar Use I mo A �god Product Dascripdon Contract Expiration Data. ( H Outside: HVHZ t V Q_ Rasl ant � -sum 5202 Fin/Flange Frame IGISG Single Hung 10/002023 No Yes No .801.80 Laminated Glass .a..e N N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I its USIMI Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag. i of / 11522+ Cn 0 (1) (3)Q, �= � = CD O � � .� to O 0-= CU �s U �'1� V L�l•• //�'�� Yi O _0 2 N C- © -0 W �� U O O �•///i�SSSJJJ E-= 0 ._ -it-- U O L_ 0 ''^^ L O � O W ///`_, CU U/! ^^ '. W }e �� - A� `/`s> O 0- Code :Entity a bate. ajtaaUde Pandina Data Type V." n Manufacturer Correct Enoineer&Cleanse Validated By V i ale ad FBC.Aopraxal A oved Status: �_ ^d � � LPL - - - Affirmation 2020 PST induslnes Jens Rosowdtr Mram-Dadd,BCCA CER Miami Dade BCCO VAL 11A520T0 11/052020 11M1/2020 Approved Category'Writ- (941)486-0100 (786)'315-2590 SuUCat.gory: Single Hung Iroso'wsklepgtiodustdes:e ComPllancalnethod: Cerfifit n Mark or Listing an' ,, a ,,, : ,,+ .: ,,,r. .,, ,..> ;,., _: , ,.. .s ., <"-. , -,: ,... r ,.-,.. 1,1_1 Quality Assurance Rporoved her Us, Approved for Use llDQSfi PosaA6 Sea# Product Model. Number or Name Product Descrption 'Contract EmimFimaDate lit HVHZ Outside N1/HZ esN tstant W'as5urg 2 SH6500 (Lmge Miss" Impact) Vinyl Single Hung Who- 07f302025 Yes Yes Yes N/A god Entity or: Data Data Data.Panarw Data Validated Submitted 'FBC Approvd loved 8 u Type . V version Mankrraduror t Endneer&Llcerse Validated! By ALJQ_ tnt �L_. � � _� MIWnaas artd Dons &ant Inn ar American rtedur'et Steven M,.Unch PE 10rUeI202D 10t0S2020 10/192020 Approved Revision 2020 d Sit 0 m. Arch pp. Category: Windows (717)365-3300 Manufacturers Assoalatlon (717)317-8454 subcategory: Horizontal Sider bsidinger@mN✓tl.com Compliance Method: Codification Mark or Listing >.... 'r, s ; •Rt4t15351:'RSPraduds�. " Quality Assurance Apaowdfd Use Aolwawtlfor.Use INBagt Design $etlfi PrOQt}d Nadal. Numbx or Noma ProrLdOssaldtlon Cmtraat Expiration Date to HVHZ Outside HVHZ $9�ttt PLY�St[7}, 1 HS 188..Fin and Flange. Frame 73x82 losufated Glass 02M62024 No Yes No t551-55 Florida Department of Business & Professional Regulation page I of I Florida Deportment of Business & Professional Regulation Paula of 1 Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards U512021 Building Codes and Standards 11512021 Building Codes and Standards 1/6/2021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail It Coda Emit M Date. �etg Date 1%ndlno Date Code Entry or ,Date Data Data I%ndrw tseta code 9M. Diffe �t Date Pendma , fig T_yp_e Ver=ion ManWaaturer Contact Engineer &Licensevalidated law validated �Fenfled FBCAporowl Approved slaw,.: Tv" Mends Nartufadurer Contact EndneerALlcerse Validatooav Validated Submitted PBCApormal Approved Status. 11= version Marittfatturer COMact. Enalnaw&Llcensa validated By. Valli subeffited FBCAobrowl Aoprowd satus . ..' .. Mla -Dade BCCO:-C R Mlarnt-Dade BCCO-VAC 5. 1110 ..020 11/1112020 roved _ _ _ PGT Industries Rosowskl mF E a i 12 202R 1 52 _ t r ur L'a P fever ':. itch PE 10 82020 10I192020 i 1512 Ni roved Affirmation 0 e JMs. AMrmetion 202D POTinduslnes Jens Rosowski Mcm. Dade BCCO CE72 Mram Dade BCCO VAL 11ID5/2020 11i052020 1ii1iI2029 Approved Revision 2620 MI W'odaysamd Doors BrentS lmga Lots oat s, E 3 MU �9047&2020 N 24 0 Approved Z2D Apo Category: Windows (941) 456-0100 (786) 315-2590 :Category: Windows (717) 3653300 PE-62614 (717) 317-8454 Category: Windows (941) 486-0100 :(786) 315.2590 Subcategory: Fixed 1roenwsklQpgilodud4eac subcategory: Mulllons: bedinger@mhrd.com Subcategory: Mullions. Fospaskii2p9tnd.elnes;c Compliance Method: CerhTrcabon Merk or'L sting an Compliance, Method: Evaluation: Report from a Compliance Method: Cattlflcatlon Mark: or Listing wit ,..,..... ,,, . ..., .. ,.,, .,... „ -, .,. >.,.., ... ,..,: , ,:,, „, FonddR stored ArUlted are. Licensed Flodda .. , ," t-M'E81"�'t4379'oUuaTs ., ,, , ,.-. ,, s :. , ,. ,"... ,,, ,. :-,.-. liner En meet .,.11 -LN2T-4Rgtlupta , ,.. ... x , ., > - , Profess '. _, ,. ,,, , ,,,,..: :, ,,.,. .,,s, ,., > . " ,1 .,. „ , . ; �a , �,:. " Quatlly Assurance Approved for Use Amroyed for Use I , Bosom 4 Quality Assurance Aoeroved for UaB Aporowdfor Us, angagt gsal� ,Ir'Wad it ,ardsx, ''. (: 1 x-,. z r •° 4 1,,,: .,,, .-:. , -. ...i ., . ,,..:a ,....,.., K ,,,. > .� ,;_ , .. ,� Co fad Elm Ion. Date I outside HVHZ R Seo# Product Model. Number or Name Product Description Comrad Epiraion Date In HVHZ Outside HVHZ Resistant Pressure. -, _ ", - ,, .,.. .. • .. , Sec# Product Motlel. Npmaar pr-Noma Proguct Desaidlan nt (rat0 J es P 5 PW-5520(Large Missile Impact) Vinyl Fixed Window' 04M2025 Ys Yes. Y. WA Quality Assurance Aow orod for Us, Aoorov for Us, Imoacl ors i 1 Mullions for All Doand Windows. A)umindm Midi- 052es 62026 'Yas Yes Y. N/A aisgfl Product Model. Idunbxar llama Product Desapdon Cantoi L sir r Date ID, 1t)� outatdo HVHZ gF,�a(. putts 2 5784 Vertical Aluminum Mullion121312024 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t of f VUAWI code Ent or Data of e, net. Penraru Data. TyLe Version Manufacturer Contact Endneer & License Validated By Validated Submitted FEC Approval Aooroyed $Was. Revision 2020 Alside Nick Thompson Lyndai F. Schmidt, P.E- Ryan J. King, P.E. 1026/2020 10262020. 11l022020 12AWN20 Approved Category: Panel Wells (330)'922-2389 PE-43409 (813)737-6555 suncat.gary: Soffits nthompson@aHide.ccm Compilaioa Method: Evaluation Report tom s Floritla Registered Architect or a Licensed Florida f1�1L#13272:aSProdud Professional Engineer - �^aeglt Product Model. Number or Noma Quell Assur r Product Descriptlon Canbact Exdratloa Date pr Approved for Use. 8oaayadfurasa I" Hvllz Outside HVNZ told RaidLJa nt .gam Pressure 1 e. &quo;2T&quot; Sari Vent or Said Vinyl Soffit 12/31/2021 No Yes No NIA 2 b. &quot All ce T4&quot; Soffit Vent or Said Vinyl Sorrel 121312021' No Yes No NIA. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of Ue12021 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page ( of 1162ml Code Emits, -or Cate Dte-. Date Rendlnp gale cord_ Eudftvo Date Data.. Del. l%rM(na Date. Type venslard Manufacturer Contact. Endo... & Liters. Validatad By Valldded Submitted FBC Approval Aooroyed status 'Npe Yerslon Manufacturer Contact Engineer& License Validated Bir Validated &Ibmirt. FBCAaoroval Arigna-d Status Revldon 2020 I V, Thompsoh, Inc. dbe Thompson ArehlosAural Tarry Christman Zachary R. Most Steven M. Urich, PE 09/172020 09/162020 09222020 12/152020 Approved Royal. 2020 Florid. . Metal Products Inc. Clark Jones James LBucker, P.E:@ Steven M. Udch, PE 09272020 09252020 10A)42020 1VI62020 Approved Metals Company (TAMCO) (813)'248-3456 PE-74021 (717) 317.8454 Category: Roofing (904) 783-0400 CHUCK Engineering (717) 317-8454 Category: Roofing toffy♦ gometalrooflng.com Subcategory: Roofing Accessories that are an clarkodainco-com PE31242 Subcategory: Roofing Accessories that are an Integral Part atthe Roofing System Integral Part of the Roofing System Compliance Method: Evaluallon Report from a Compliance Method: Evaluation Report: from a Florida Registered. Architect ora Licensed Florida Flonda Registered Architect or a Licensed Florida g Pd .1E n 8 Professional Eng (near :. - :: , -1. FLIrt95lt0+R2Prddrd3 t ,,.� F L#fIt$ .,� 3 .ducts ,. tlh$ i- .,<,:;: ,. ,, ,'., ',,, .. - - ..., ,_ ', , ,. ,s , ', :. �, :,., :' „.- vt ,.:-, r ,. .. ,, ..... , . , , ... ., > , .. _ , g-uaBry As fur once ,,.. Approved for Approved for Use A , Impact >,. . Design Quality Ass.anae Approved far Use Apooved for Use IinB3ri gestrain Seo# Product Modal. Nunrbaror Name Product Discriolon OomradE Iretlon Date In Hi Outside Ill $yfMgD( Pressure sea # (? .dud Model. Nranbsror Name Product Daserlotlan Pr Contract Expiration Date 0 lOt1141L outside HVHZ Rs51aSiDt laroswre 3 - 3 FLAMCO'&uo RV 10 Ridge tl g G fabricated t 1 0 4 Aluminum Ridge for Ptdlai roofs fabnca d 21322 W p No Yes No N/A. r TAMCO Flat Top 0MRIdge Vent with Belle for Tlia 26 ge. static roof ventilator with baffle 00/092029 Yes 'Yes N/A N/A from 0. 025' Atuminuri 2 TAMCO Gooseneck Vent 26ga. 09/092026 No Yes NA .06525 3 TAM CO Off-RMge Rod Vent with Baffle 25 ga. static roof ventilator with Integrated baffle 09/092026 Yes Yes NIA N/A 4 TAMCO Round Top Off -Ridge Vend with Battle for Tile 26 gestatic roof venOletar with batBa 0910912026 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga1 oft 191=1 2211e: - EDt61L:. gala. Via. .Dada:Panamg Iva! Version Manuf a,turer Saentae.. Enain9arA License alidated By Y validated C•A-naval. ,$I�tted i:.@ i9ggi91'@SI 9Wtus.. Renoon 2020 Global Protection Products, LLC. Tim Robinson Walter A, TOR Jr., P.E. John W, Krast.mch, PE 08/082020 091082020 10A12020 IW512020 Approved Category:: Shutter. (954)609-7545 PE-44167 (954).772-6224 Subcategory: Stem Panels. tonrotilnaon�gppentcom compllanca Method:: Evaluation Report from a Flodda Regiabded Architect or a Licensed Florida $i&1 Proresak. Fnglos. FL!%6tl'i7`-R6. Prddpit£"::., Quietly Assurance Approved for Use. A oved for Use lglaild - goal - Sao # Product Mudd. Number a Nams Product Deacrlpllon :Contract Expiration Date. to -liven Outside Ill Reactant Pros,mlre, 1 20 Gage Galvanized Steel Storm PanelsA4VHZ Corrugated G.Iyanized.Steel Stour Panels retained 12/312021 Yes Yes Yes NIA or not by tracks to Provide hurricane protection. 2 24 Gage Galvanized Steel Storm PandsMHVHZ Corrugeted Galvanized Steel Storm Panels retained 12131/2021 No Yea Yes N/A or not. by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards U6021 Product: Approval Application Detail CodQ Er t or Data Dote Dala-Pendidp Dale: Type Verson Manufacturer Contact Engineer& Llcertse validated By validated :ladroblifted. FBCADP.YW bye Status. Revson. 2020. GAF Michael Vieth ' Robert Nr,e.m.inen John .on W Knev.evieh,. PE 0926I?020 0212020 10N22020 17l15220 Approved Category:. Roofing i800)786-3411 PE-59168 (954)772-6224 subcategory:. Asphalt Shingles mstleh'@gaif,ccm Complianes Method: Evaluation Report from a Fiords, Registered Arondeot at Licensed Florida gakht R garrieuuctid11, Professional Engineer .,. , , ,.. ,,.: .,, Ala . ,, ,. , .,," .,..: Product Model, Number or Name ,,,. ;... Product Desertogon. , , .,,,,,, ,,, ,, ,,; Quality Assurance comraM Emirdlen Data A_ : . ,, :,:,,r. > A roved for ll a l/pprotwd for Use. in Ill Outside HVHZ im¢nyf s ,> P.ael- Resistant $ffiigre. 1 GAF Asphaf Roof'SAingles Fiberglass reinforced 3-ted, laminated, Stab and 12/162022 No Yes NIA N/A hrpardge:asphalt shingles Quahog Assurance Approved for Use Approved far Use Impact. Boston sail Product Model. Numb. or Name Product Desolptlon Contract Expired- Data in HVHZ. Oriislde HVHZ. Pro ure. aesldmnt s 1211042025 No Yes No: •87 51-.97.5 D. k- r'"" D r TRI- eek• r D 4 LOW Profile Psi' r one Plestk Roos VentN i eel AI A-10 BUIItD AI R- to heel MecAankaly Attached to Plywood Debi, Florida Department of Business &.Professional Regulation Building Codes and Standards Product Approval Application Detail page I at 1/72t)21 Cott Entity . 211111 Date Data Pending ,Data 11W Version Manufacturer Contact Enatnser& Losees, validated ey validated submitted FBC Ammval A -raved ate. Revision 2020 All AnKnCan shutters and Glass Mike Barbieri Frank I. eennardo, PE Troy: Bishop, P.E. 102812020 10(1612D20 11105232D IWIS 0.20 Approved Category: Sourish; (501). 712-9682 PE-0046549 (954). S47-0880 Subcategory. Storm Panels mikeb@etemedcanshude Campllam. Method. Evaluation Report iron R r s,conr Florida Registered Architect or a Licensed Florida Professional Engineer ;,F _" ;,. AB Iasi &a3 Pig igFta Qudtty Assumnoe P ApproyeJlfor Use Auprowd her Use ��Imuact D'sl'h sea# Product Model Numbsr or Name Product Desplptlon Goofed Exdratlon Date In Hi Outside HVHZ Resistant Pressure 1 24ga GalvanizedStedStom Panels 24ga Galvanized Steel Stom.Panne. 12/312021 Yes yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of'I trr2WI Florida Department of Business & Professional Regulation Page I &I Building Codes and Standards WIN121 Product Approval Application Detail. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pager oft 1=021 Code En£� Dad. Data:Pencil .Date Code Eoftw Date ,Die Date. Flooding De" code Entity nr Dat$ ado Date Pending Des... . DLU Y,arelga :Manufacturer in4Dta4t Enginlx&ueense Validated By ,ice 7talldiit4d submitted FBC Approve! Approved Status.. Bat version. Manufacturer Canted :EndneN:B license validated By validam! Submitted. FBC: Approval Apo�oved .Status. Ion yePelon itaOYfd4nlreL .GglMa4t Engineer& License Vdlaated By VatlEeted. :r$Ubo tad :FBC Approval Ag2MY111 Revswn 2020 MlTek Inc. Erin Walden ICC Eyauaton Ser�4ce, LLC ICC Evaluation SeMee; 10/022020 08(J02020 /01112020 Approved Revision 2020 Weyerhaeuser .. Rob Beitlwln ICC Evaluation Service; LLC Ian Lehrer, P.E. 101132020 Applied For Benson 2020 CAST CRETEUBA, LLC Perrino Mwn CO-CER Miarce- 6CC0-VAL Craig dmno mhDede BC Recta 112(V 020 10272020 2 11272020 - Approved Apa category: Sraduml.Components category; (9521698.8835 I.I.C. Category. sth"tural Components (253) 924-6476 (6081639-3288 Category; Structural Components (813) 621-4641 (785) 315-2590. Subcategory: Truss Plates :ewaiden@rnli:oam (205)599-9600 subcategory: Engineered Lumber Rktat B.Idwn@weyerna Subcategory; Products Introci as a Result of cpardoo@costaeie;con Compliance Method: Evaluation Report trim a Compliance Method. Evaluallon Report from a euser.com New Technology P opt ct Eval-flon Entity Product EwWafon Entity CoinW 1ante Method: Cadfication Mark or Listing FL#2T57-rtT I'llPrbduots- '; ;. ,-<: ">;� ,.,.,..,, - ,:: _.' .. „ » I ,... '„ " „ ., , ,+ .,.. PL 52T all �tLcrs Witt ;. „.- .,;, ,,. ,:: , as°' dsx' F 5&Ri 4 ,+g' ,.. xw ,..._ , .. , "" .: x.. , .,,, ,a .tie .., , ,.t Quality Assurance Aoorowd tar Use Aooroved for. Use lim"t Dandan Q-IitxAsaurance .Approved for Use Amroeedfor Use 1{aBN6t 2" .., ., ., -,. .. Quality Assurance APpravedfar Use Approved fo Use looped Design Sag:# Product Model -Number or Name: Product Description :Conned Eimlration hate In Outside Outside HVHZ Resistant Pressure Seo# Prndud Model. Number. Name: ProauctOesolMlan Cantrad Emlratfoa Data in.HvHZ Outside HVHZ Resistant ErossUra Sea# Prgdud MaiteLNumber or Mama:: Product Destno$on ConbaM Exeiratlon Date in HVHZ glQdde HVHZ'. Resistant Pressure 1 M18SHS i8go- sup. high strength ttusscmneaorplate. OB1302021 Yes Yes N/A NIA 1 Mlerokem LVL LaminatedVeneer Lumber 03/312021 No Yes NIA N/A i High Strength Concrete lintels `r' 46. S. and Inch wide ltnteis 061212022 � YesYes - NIA NIA 2 Mil 16 18ga,trusscameetorpiafe 06nh2021 Yes Yes NIA NIA 2 Perellam PSL Parallel Shand Lumber OV12021 No Yes NIA NIA. 3 MT18H$ 1&ga. high stratum mussconnector plate 08/302021 Yes Yes WA NIA 3 TmberStmnd LSL Laminated Strand Luirtior 03i3120211 No Yes NIA NIA 4 MT20 20: ga. tins connector plate 06/3D2021 Yes Yes N/A NIA. 4 TJ Rim Board Structural Crermspe Lumber w Oriented Strand 03r312021 No Yes NIA N/A 5 MT20HS 20.na. high strength: truss connector date 06/30202f Yes Yes NIA NIA board Rim Board 5 Weyerhaeuser Rim Board Oriented Grand Board Rim Board 031312021 No Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 al 1912MI cads short or 20 Pure Date Pending Para zu Version Manufacturer contact t]nalnesr&Lleonsa Validated By Validated urea FBC Approval. A,omoaq Status Reyiaion 2020 Commercial Concrete Products.h.. Robert Gillis Samuel A Soderberg John Hoy 12/182020 12I162020 1229/2020 ding FBC.Appo Category: Structural. Components (8131:659.3707 PE-.34245 1352). 588-5311 Subcategory: Products Introduced as a Result of poinestgdor@yehoo.com New Technology Compliance Method: Evaluation Report from a Flood. Regidered Architect or. Licensed Flonda Professional Engineer F4077$46lAoriuois ,„ , . , .. ... ._. .. , casellty Assiam' Approved for Use , Aparmand to, use I� D11 � Sao # Product Model. Number or Nerve Product Description Contract Expiration Data In HVHZ Outside Resistant PresBure 1 Quality Precast a Commercial Concrete Products Precast and Prestressed Concrete Lintels 05252024 No Yes NIA NIA Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 1IW2021 Product Approval Application Detail r� Cod. Entity .r Dale Date Date Pending 00�1. Em T�YEg Varsion Manuracturer Contact Engineer is Llcertse validated Ely validated Submitted FBC Approval Approved Status ProdKernEde Revldorn 2020 TAMKO BU9dmg ucte:LLC Ke n Robert Madill R John W. Kneaevleh PE W 10/04/2020 09292020 10/1 -020 22 12/152020Approvedp CategoryRoofing (417) 824-6844 PE 59166 (954) 772-6224 Subcategory Underlayments. Kem_edgn@tamko.com: I Compliance Method: Evaluation Report from s Florida Registered Architect or a Licensed Florida Prdessloal Engineer x E#'4f4roidifla . F - . *Imoacl , mi Quality Assurance A,-.df.or Use Approved for Use Dad _gn, Soo # Product Model Nudrer:or Name Product Desaldlon Contract Exoimtlon Dole In HVHZ Outside HVHZ RiMictard Presisure 1 TAMKO Roof Undedayments(HVHl Rodfundenayments for use in FBC HVHZ 1011SM21 Yes No NIA N/A ludeclotioni- - 2 TAMKO Roof Undedayments(NON-HVHZ) ROW underlayments for Use in FBC non-HVHZ' IW812021 No Yes NIA NIA MOOT laristactlons Florida Department of Business & Professional Regulation Pagel d3 Building Codes and Standards 1I72m1 Product Approval Application Detail - Code Entity Or ,Date We Date Isimul DM - Type Venlon Manufantumr Cooled 6nalneer.&License, validated By Validated Submktsd FBCAPprowal Approved Status B -1 R .fin g Anderson obin IAPMO Uallortn Evaluation Gary W. Walker 11/032020/1/022020 11/05/2020 roved Revision 2020 era a 9 R ry Approved Category•Rocing (goi)S80OD91 Services LLC- Y205)854-OIN Subcategory: RooB rli ntas R.bIlAndereongborel.co. ComPndres Method: Ewluetlon Repdd from a in Product Evaluation Entity Dually Assurance AcproVed for Use ApDrased for Use Impact Design Y`9gi Pradud Model. Number a Nam Product Description Contract Expiration Data i 1D.tNo Outside HVHZ Resistant 16 Savory - Shake, SMte. Country Sde,SNh Oro English Flat ProFlo-:Denvo,CO 12/312020 No Yes MIA MINilIL9. NIA Thatch Ion &am p, ' act p 17 0 ale Shake & m Split She ke Saxon 8 0 S a Y P W Flat Pro11s 3fodkldn C. A 12/312020 No Yes N/A N/A. 18 SexonX600-Sets, Share &amp; Split Snake' Flat Prc&le- Rialto CA 12/312020 No vas N/A N/A 19 Saxony 700-Shake, Slate Rama, Split Shake Flat Pratt a- Stockton. CA IV312020 NO Yes NIA NIA 20 Saxon '700-Shake Sate&amp Still Snake: Flat Profile -Rialto; CA 1N312020 No Yes N!A NIA 27 Te1as Espana ( Barcelona. High Profile - Katy, TX. 12/312020 No Yes N/A NIA 28 Villa Low Profle Katy, TX. 12/312020 No Yes NIA NIA. Florida Department of Business & Professional Regulation Paget of I Building Codes and Standards 1prmt Product Approval Application Detail C e riiftty or We Data Oat. Penalrm Die. Type Penton mmufaetrtrer Gonad Enalneer.&Idea- Whittled By. Validated Submitted FBC Approval Approved status Revision AI- 2020 plea Stuart Lewis ICC Evaluation Schnee, LLC William Iv, Remeri' E . P 1 131/20 0 20 10222020 11105=20 11/052021 Approved pp Category: Sm ichl Components (321)710-3377 (407)-581-1917. Subcategory: Truss Plates. slawrsicaiphado,cdm Compliance Method:Eveluallon Report Vom'a Product Evaluation Entity a Fa oduoTs:. " Ouailty Assurance Approved for Use Approved for Usa Ion ct De Seo # . Product Model. Number or Nam* Product Deaerlptton Contract ,E:paallon Date lal Outside HVHZ. Resistant Prossure 1 ITW BQG(Alprhe Higher Strength (H &amp; 5) Metal Connector Plate. 12/312024 Yes Yes MIA NIA. 2 ITW BCG/Npme, Hinge Plate Mefa(Coonnect'orPla'te 12912024 Yes Yes N/A NIA 3 ITW B0G15siipine Tgifok Metal Connector Plata 127312024 Yes Yes NIA NIA. 4 limy BOG/AJpira Wave Metal Connector Plate.- 12I312024 Yes Yes NIA NIA. Florida Department of Business & Professional Regulation Page I d1 Building Codes and Standards 1FFM21 Product: Approval Application Detail Qa 20 an Date Peralln 20 IYrta Muslim :Manufacturer Camact. Eimalrear:&ucaisa. Validates By ValidatedSubmitted FBC Appmyel Approved .status CAST-CRET USA LLC: Rovidon 20Z0 E Craig Pardo. Mlarnl-Dade BCCC - CER. g. Mlarm•Dade SC= - VAL 1120 020 10272020 2 1127/2020 irowtl APP Category. Structural: Components (813)621-4641 (786):315-2590 Subcategory: Products Introduced as a Resuf bf cpamnq@oesicr ns, sicm New Technology Coin Ifam Method Certification Mork or Llsbn P 9 P134f5&i71i3°4ucts 8-0 f. Prockid Model, NUmborcr Nam Product 13-hillo Quarrel Assurance Approved for Use Approved tar Use Cottrad Expiation Rate In HYHZ Od51tle HVHZ Impact S?S51$1 Ass! ant Pros fie d �5_ 1 r High Strength Concrete Liolels 4 G 8 tic wide -. .. , ,and 1 inch M ntds 05212022 Yes Yes N/A NIA V 7 N• Cn _tf 0 }(1) (1) air= (1) V J `> O L 0_ CIO -4--ij CL < LN fee -ell 0 O U 2 V U) m W Q Z z Q J Q � SHEET NO, PA 1.1 Cn Co > U N EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 -� Simpson Strong -Tie 2020, FBC Approved Products Updated 12/302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/32020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct links to all SST approvals listed below, CLICK HERE. - For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below,. CLICK HERE. - For direct links. to all SST approvals listed below,. CLICK HERE. ��rr • For eddtionel Information regarding Flonde s Statewide Product Approval System and Miami -Dade County -Notice -of Acceptance (NOA), CLICK HERE, a For additional Information regarding Florida's Statewide - Product Approval System and Mami Dada County Notice of Acceptance (NOA), CLICK HERE. Product Approval to and MIa Dede County For additional Information regarding Florida's Statewide ct App ov System rrn dice Acceptance OA ICK ERE. ty N of p INCA), CLICK H • additional information d t Product I t rid rat For a drip al nfonnaton regarding Flonde. s StatewideApprove System a emi Dade County Notice ofAcceptance ce (NOA), C LICK HERE _ V 4- U FL#2355-R7 FL#10446-116 FL#10456-115 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- U Cn 9/16" and heights ranging from 4-5/16" to 11". Concealed flange Sea # Product Model- Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O O 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-S$) 114" diameter Titen stainless steel masonry screw 1 A21, A23 A33, A34, A35, A44 Angles 1 BT, BTB, BTH BrickTies greater than 3-9/16". L L 0 2 APA21, APA4, APA6 APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 LIS series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- Q 3 APB44, APB44R, APVB66, APB66R, APB88, APB88R, APB1010, AP31010R, APVe44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from.:9-114" to 16". _O O FL#9589-R6 APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers M O � r `� j 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionlrension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers (Q O Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUG26Z, LUG21OZ Face -mount hangers , _ -100 1 SD10112DBB Outdoor Aocents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 HI, H10A, H2.5A, H3, H6, H7Z, His, H16S, HI &2, H18-2S Hurricane Ties 16 LUS series hangers: Face -mount hangers available in widths ranging from 1-.9116" to 4- Cn L 2 SD9112, SD9212, SDIOI12, SDIG212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15116'. U) Q 3 S09112SS, SD9212S5 Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3 63-SDS, MGU5.25-SDS, MGL15.50-SDS, MGU5.62-SDS, MGU7.DO-SDS Face -mount hangers CU _4� �- 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700,:SDCF22858, SDCF221014, Strong -Drive SDGP Timber-CF Screw 8 BVLZ Back Veneer Ledger Connector 10. HS52-SDS1.5, H$52-2-51DS3, HSS2-3:SD53, HSS4-SDS3 .Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116„ to 5- i� � � , � U) Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 1/8" and heights ranging from 6-15/16" to 19-117: 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURC SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614: SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 IDS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9/16" and heights ranging from 3-1/16" to 13-314". 7 SDS25112, SDS25134, SDS25200. SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTAI2, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS253OOSS, SDS25312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2718, SDWF2720, SDWF2724, SDWF2728, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2., H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS10, LTS18, LTS20 LightTwist Strap 8' and heights ranging from 2-5/8" to 11-1/4". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiedown Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 1_30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC68, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66B3 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR3/8, ATR1/2, ATR5/8, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST126, MSTI36, MST148, MST160, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9.2, ATUD9-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-1/8" to 30". 3 BP3/8-2 BP112 BPI/2-3 BPS/8-2 BP5/8-3 BP3/4 SP3/4-3 BPRTUD3-4 , Bearing Plates 9 24 LSSJ 6LZ LSSJ26RZ. LSSJ28LZ LSSJ28RZ L. S 21OLZ LSSJ21 ORZ 2 S J_ Field Adjustable Jack Hanger lu J g 28 NCA2xl C-12, NCA2x12-I2 NCA2x8-16, NCA2x10-16 NCA2x12.16 , Bridging 9 g 2 DGBF series hangers g To, flange hangers available in widths ranging from 3.5/8" to 7- p 9 g 9 9 4 CNW3/8, CNW1/2, CNW5)8, CNW3/4, CNW5/8-112, CNW314-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable(Skewable Hanger 27 RCWB12 RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88; CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2' to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21 QZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMHS Roof Tie -Down 30 SP1, SP2, SP4, SPQ SP8 .Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211. MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS25, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/N' to 8- 9 TUW38 Take -Up Washer 51 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST1:8, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32.1/2". 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34. T620, TB27, T830„ T836 TB42, TB48, T854, TB56, T860 Tension Bridging 6 EGQ series hangers Topflange hangers available in widths ranging 'from 3-5/8" to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10 TWB12, TWBI4 Wall Bracing 1/4" and heights ranging from 11-1/4" to 32", 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-718" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC51 Truss Jack Clips 37 'WB106, WB106C, WB126, WB126C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-I/4" to 7- 1/8" and heights ranging from 11"to 32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30". Sea .#. Product Model. Number or Name Product Description .Sea # Product Model. Number or Name Product Description 10 HGLS.series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/8" 1 DTT2 Hold -clown Sea # Product Model, Number or Name Product Description 1 CBH2.37x5.5 CBH2.37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5RSDS3, DSC5L-SDS3 Drag Strut. Connectors available in widths ranging from 1-9116" to 3.9116" and heights 7/8" and heights ranging from 7-1/2" to 32". 4 HDU2, HDU4, HDIJ5, HDQ8, HDU11, HOU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15/16". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCPf.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2.2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25/3.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASH, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9/16" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5/16" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7.00SDS, HHGU7.25-SDS, Face -mount hangers 3-9/16" and heights ranging from 5.3/8"to 13-118". 10 PAI18, PA123, PA128, PAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available In widths ranging from 1-9/16" to 5- 11 STHD10, STHDIORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS4e, HHUS48, HHUS410, HHUS5.50/10, Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14, STHD14RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/15". THAC422, THA426, THA422-2, THA426-2 IIIT to 5-1/8" and heights ranging from 4-3/4" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1.9116" to 7- 12 THAI1.81/22, THAl2.06/22,.THAl2.1/22, THA1222, THA1322, THAS522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5-3/8" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models, only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28 2, HTU210.2 Face -mount hangers 1/2" and heights ranging from 5-3/8" to 32". 15 THJM2-4-SDS3, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUG series hangers Face mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9118" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19-1/4". Concealed flange 518" and heights ranging from 9-118" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than 2-9/15", ranging from 5-3/8" to 7-1/4". 10 HUCQ1-8119-SDS, HUCQ1-81/11-SDS, HUCQ210-2-SDS, HUCQ210.3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of1-9116" and heights SDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.25/9-SDS, HUCQ5.25/11-SDS, HUCQ610- ranging from 9-3/16" to 13-1/8". SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated l2/3o12020 �j�• Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. �. ,- For direct links to all SST approvals listed below, CLICK HERE. • For additional information regarding Flonde s Statewide Product Approval System and Miami -Dade County Notice of Acceptance {NOA), CLICK HERE. • For additional information regarding Florida's Statewide Product Approval System and fwGertu-Dade County Notre of Acceptance (NOA), CLICK HERE • For additional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE. O 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11488-R5 18 S(LBVI.56, S/LBV1.81, S/LBV2.06, S/LBV2.37, S/LBV2.56, S/LBV2.66, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1/8", S1LBV3.56, S/LBV3.82, S/LBV4.06, S/LBV4.12, S/LBV4.28, S/LBV4.75, SILBV5.50 6 Strong -Bolt 2 (STS2, STB2-4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sea # Product Model. Number or Name Product Description 19 SILTT20, S/DTT2Z, S1HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13-1/8", 1 HHUS210.3, HHUS210'-4 Joist Hanger 20 S1MST60SIMST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4"'to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9"to 33-1/2". 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4"'to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2". 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3SDS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC, THD50934RC) Titen HD Threaded Rod Coupler for concrete - 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titen HD Threaded Rod Hanger for concrete - 1/8" and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 26 PF, PFS, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8". FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connecter 28 WP series hangers Top flange hangers available in widths ranging from I-9/16" to 7- sea 9 Product Model. Number or Name Product Description Sea # Product Model. Number or Name ..Product Desorption FL#16230-R8 1/8" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG CCTQM550-SDSG, CCCQM3.62-SDSG, CCCQM4.e2-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H16S, H16-2, H16-2S Hurricane Tie CCCQM5 50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLOM3 62G-KT ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD462G-KT ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesrvefor masonry Sea # Product Model- Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.5OG-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, ABABBR Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5-5, ABU5-6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26.2, LGUM26.3, LGUM26=4, LGUM28-2, LGUM28-3, LGUM28=4, LGUM210-2, Masonry Beam Hangers 6 Titen HD (THD-H4SS, THD-H6SS, THD-CS6SS) Titen HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABUIOIO, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210.3, LGUM210.4, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW68RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, MSTA24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12/11.25, MBHA3.56/7.25, MBHA3.56/925, MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. Tf 4 A04, AC41R, ACE4, AC6, AC6R, ACE6 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56/1 1 .88, MBHA3,56/14, MBHA3,56/16, MBHA3.56/18, MBHA5,6Of7.25, 7 Titen Turbo (TNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-2/4, BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.50/11,25, MBHAS 50/11.88, MBHA5.50/14, MBHA5.50116, �e 6 CB44, CB46, CB48, C866, CB68 Embedded Column Base MBHA5.50/18 O 7 CBSQ44-SDS2, CBSQ46-SD82, CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3 56(9.25, MBHU3.56/11.25, MBHU3 56/11.88, MBHU3.56/14, MBHU3.56116, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3.1/4" to 9-1/2" and FL014496-115 MBHU3.56/18, MBHU5.50/9.25, MBHUS.50/11.25, MBHU5.50/11.88, MBHU5.50114, W W2 ranging from 3-5/8" to 7-1/2" MBHU5.50/16, MBHU5.50118 Sea # Product Model, Number or Name Product Description 9 CCU-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with WI ranging from 3-1/4" to 9-10 and Sag # Product Model. Number or Name Product Description 1 X34B1016-5K, X1S1016, X1 BIO164K, XQ1S1016, XQ1 B10164K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 r /� W2 ranging from 3-5/8" to 7-1/2" 1 DTTIZ DeckTension Tie Drill Point v J 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XLQII4TI224, XLQ 1 1481224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD3B, HD5B, HD7B, HD96 Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head cz 12 EPS4Z Embedded Post Base 4 H774, HTT5, HTT5-3/4 Tension Ties Sed # Product Model. Number or Name Product Description 3 XMQ114SI224, XMQ114B1224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, / 13 13 LC844, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SOW22338, SDW22438, SDW22458, SDW22500, SDW22600, SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 XQ114SI224, X011481224-2.5K, XI14SI224, XQ1I2S1224, XQ11281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 O 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point L� 16 PB44, PB44R, PB46, PB66, PB66R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH19400DB, SDWH196OODB; SDWH19800DB; SDWH191000DB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016, XU34BI016-5K #10-16 Strong -Drive XU Metal Seff-Drilling, Tapping Screws with Q 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH276000, SDWH27800G, SDWH271000G, SDWH27120OG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point ^ i.i.. is 19 PBV6, PBV10 PC44-16, PC46-16, PC48-16, PC64-16, PC66-16, EPC44-16, EPC46-16, EPC48-16, Round Post Base Post Cap Sea # 1 Product Model. Number or Name SB5/8x24, S137/8x24, SB1x30 Product Description SB Anchor Bolts 5 6 SDWS16212, SDWS16300, SDWS16312, SDVVS16400 SDWS19800, SDWSI9712, SDWS22400,SDWS22500,SDWS22512, SIDWS22600, Strong -Drive SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) Q EPC64-16, EPC66-16 2 SSTBI6, SSTB20, SSTB24, SSTB28, SSTS34, SSTB36, SSTB16L, SSTB20L, SSTB24L, SSTS Anchor Bolts SDWS228OO, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 FL#35320-RO 20 PC4Z, PC4RZ, PC6Z, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z. Post Cap SSTB28L 7 SDWS2230ODB, SDWS2240QDB, SDWS2250ODB,:SDWS226QODB SDWS2280ODB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) }� V EPC8RZ SDWS221000DB Sea # Product Model. Number or Name Product Description Cn 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS27600SS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector T� 10 SDWS271000SS, SDWS2712003S SDWV13400 3 FPHSD34S1016, FPHSD34B1016, FPHSD34B1016-5K, FPHSD3451214, FPHSD34B1214, FPHSD34B1214-5K #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- O FL#1OW6-R5 Sea # 1 2 Product Model. Number or Name CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2 FHA18, FHA24, FHA30, MSTI26, MST136, Product Description Coiled Straps Straps 97 mil (12 ga) 11 STN22 Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer 4 5 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 LSSC4.25, LSSC6 25, SSC2.25, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors L ILrL...lii� Sao # Product Model. Number or Name Product Description MST148, MSTI60, MSTI72, S/MST27, S/MST37 S/MST48 MSSC4,25KW, MSSC6.25KW I FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connecter W 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36; LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, SCB47.5, SCB49.5, SCB4115, MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector rrt�) 3 GH46-6, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 SCS32-5/97, SCS62-5/97, SCS62-5/118, SCS82-5/118 Bypass Framing Connector �V 8, GH610-6, GH610-8 6 LSUBH3.25, SUBH3.25, MSUSH3.25 Bridging Connector 1 AS 18, AS 1885, AS 18S6 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector ` V 4 GLB5A, GLB5B, GLB5C, GLB5D, GL87A, GLB713, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector W 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, STI2, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Seff-Drilling, Tapping 7 HOT-2, HGT-3, HGT-4 Heavy GirderTiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14:ga) Screws w 8 UFP13-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01 S1016 X01 B10164K, XQ1 S1214, XQ161214-3.5K, XQ78S1224, XQ7861224-3K, #10-16, #12-14, and #12.24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/BI.56, S/B1.81, 8182 06, S/82.37, S/B2.56, S1B2.68, S/B3.12, S/B3.56, S/213.62, S/64.06, Top Flange Joist Hangers FL#15730-R4 XQ114SI224 XQ1I 4B1224-2.5K, XQ11281224, XQ112BI224-2K, X34B1016-5K, Tapping Screws Q &B4.12, S/B4.28, S/B4 75, S/B5.50 X131018 X1 B1016-4K, X1S1214, X181214-3.5K Z 13 S/BA2.12/8, S/BA2.12110, S/BA2.12/12, S/BA2.12/14, S/BA4.18/8, S/BA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description SIBA4.18/12, S/BA4.18/14 1 ET -HP Adhesive Anchor for concrete z 14 S/H1A Hurricane Tie 2 GAC, GDP GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD8S, S/HD8B, S/HD10S, S/HD1OB, S/HD15S, SIHD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S/HDU4, S/HDU6,S/HDU9.,.S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete �- SHEET NO. PA 1.2 e �- . .-. :„ ,` -�. t r s