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HomeMy WebLinkAbout39795 Harmon Grove CtALL WORK SHA[-L COMPLY CODES FLnFtIDA i3 , ,01P4G WITH 179-,'LING NA'i IONAL ELErrRl(; � �E CC�E. AND THE CIT'�, 0.- y; pHYRHILLS ORDINANCES REVIEW DATE �* - CITY nF �EP1IL __ PLAN ek�,Ml , ; / 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 Red. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator Be Base Cabinet FT or Ft. FooU Feet REINF Reinforcing BF B fold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO 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 Cig. 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 KMALL or KN611 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 LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitims 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 Mir. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Micrdam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tubishower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea, Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or 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 We or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt 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 I WwFF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 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 12-19-20 5.0 FBC 2020 CODE UPDATE INININININININI IFENININININIEN ILMENNAR� 1791 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 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO 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 PA1.3 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. .�ti i;irSt11i13J1gyf s rFLO �OPES�ayONh1 �\ 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 - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. f E 8 LQ C pp �1 C S Z LL 3i sc LL w M , v) Clio -� w a J LL LL a 0 0 Zy 0 t g S; J W j'W Cor0 o rR�pjO' a L a N Z W OU U?o ❑❑❑ CD R z N � z � z � J a Q) M � U LU o W 0 — W s in N C U a w • �CDQ Cam) N ffi M p� ZzZ Q � J E m wo o zo Z E °� F— f0 > N �� &z WIL SU 01 ~ $ o rc2 'o Z cu W CL �. �0 U __ U O 3� ~� r _5w i S 3 .2o � LO rn L° ^L W es .� N .-. Q C Y > O O m o � CD ai 0) N r ,— 2 ^ T W V / CV `�' Ci z c E O U ui a � Q p JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. C S 4' 0 IF. � EO 00 -4" O 35-SH a a z J J 30'-0" to CAFE FAMILY ROOM VAULT. CLG. \\ VAULT. CLG. CARPET T Cn \ �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I -SLOPE. lu W-1 tz 1 � 0 M � uu rnwwwwtaeww. Z swwwo: s: wwr.ww" ■■ �■ rq u MEN STUDS ■■■� HTT4e, _--��■I■ ■ &RIML z OEM. �"�'����■■■■'■,■■ CARPET ��,�-■�■■y■1■■ INS ® .ta - SHOWER FIBERGLASS W■ LJ OP -• . co Lu la■■■■I 1■■■ I ti _ ■��I00 ta• � BEDROOM 1.�■■�� . _ . 1 1,HE■ra'CARPET i1111111CI1111111111111111CI11111111111111111CI1111111C1� �1111111111111111111[:] .I o O H.B. ►Mral OPT_D 11 1OP­T. FIBERGLASS SURROUND tt�rr) �. �■�w_� �r� III LL EGR 25-SH 0 ENTRY 8'-0" FLAT CLG. HANSON BOX @ 36" A.F.F. if EDGE OF SLAB 2" °.' BEYOND WALL PK 2-CAR GAR, S3 8'-0" FLAT CLG. BEDROOM V-0" FLAT CLG. CARPET R&S was 9'-84" 1 EDROOM 4 co 8'-0" FLAT CLG. I Cr � O�' CARPET , W M I 7-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. Y i` iT HEADER SCHEDULE MARK HEADER SIZE REMARKS eH 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 � S.H. 13 20 X 38 J 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 } X 62 J S.H. 16 20X72 18}X714 S.H. 11-12 27 1/4 X 26 26 X 25 J S.H. 11­113 271/4X381 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11­16 27}X72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 1 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 J X 25 J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 WA S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wail. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" (-A+29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 (D +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 GG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV B 1 EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) SCALE: 1/4"=1 r-Or, GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) (tJl/f�� `a�1U11a41lII v,eL 3. •'' ' F L OF,- S S 1,0 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 'FW- co8 = 0 N 4da LL ;yN- _ •-2A2-,n0� qa u-� w 4;cnv a �[ ut aw0 Z 0 tm°' 0; ta,G m O Z ILIL i� N r,N,Z ENO 0 U��co Z W OU aoo �r � z z� Q N �_Z C1 � 'v N 0 W s Ln �L4n c _ W LU U c 0 cm M w J LL �E i� ox i =o Q z E: U 4 ,� of N �- 3 $oz aZ wwz 0 0 i o wZ .N., r6 - C d°• N O m 2 F 0 > Z N J 2 3 g8 WCLN WJ o s� 0 �O = Lo IlY ui a� 1` U Ln LPL li ^ > 2 C)C r E N c0 p d) r T 0) Lid T N o L L1 T M C Z m re : O E N v m c c a U ° Q p � JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. 1 . _- .- � .- - :. i..:. .: .. i .. a �.... .. : ... i i i � a•- .L 6 KITCHEN ISLAND q M N HOOD o �o RANGE KITCHEN LI I L I L—mjj I HJJ i 0 M 0 CV � 0 T N OPT. REF, KITCHEN O r MIRROR '11H 4L H.-Ijj III L I-. ji I IIIIII'Ll I I OWNER'S BATH BATH 2 INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN 42" H UPPER CABINETS BELOW CABINETS 36" H UPPER CABINETS MIRROR SHWR. SHWR. DOUBLE 30" H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS VARIES / ROD 12" FOR PANTRY �� g SINGLE OVERHANGS THAT N. 24 TOWEL BAR TOWEL BAR IN ROD EXCEED 12" MAY w ON WALL ABOVE TUB OR SHWR. REQUIRE A SUPPORT Q TOILET TOWEL BAR a o BRACKET 36" H BASE ON BATHROOM WALL �-- O FINISHED CABINETS SHWR. 0 COUNTER TOP 30" H BASE o CO C,- [_ = o o r o0 MEDICINE - I L VALVES _ w = 1 CABINETS - 00 CABINET TOILET °0 = 00 �IN -1 SOAP - PAPER C° c DISH U -1 _ HOLDER (o 'n a. 1'-2" O 2x %O O -� _ C0 r ain FRAMING �N - - Q Q Oi CV) o > N > o "' _ 1 /2" GYP N `�' N (V CIOM c� M N TUB �? BOARD FIN. FLR. FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=V-0" �ir„ittllf tl►ry�,�,`i �d '0 N _j C14 ''•.,•FLd •• OFESSIQN �irytlt(Iltttl"`��� , 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 Q n E r` p N N 0 OD J 04 6 C m iJ! t � co � ;t LLI 0 a � M 0 LL a Y U. ii a w = 0 t� 0 W W = LL z seO N M i Z 66 U_j N z_ z � S J 0- N W 0 •�U a — 2 0 W S 0 `- s C) c 2 • S CD C M zf W __j E 8 � i o z® Q O U w 0 V °< w0 0 z O E N �0 �o u z� „8gw m� zNN� N JW o gZ 0 W a o a W s �� �o 0 °3 LO L 0) c� oLO A/ LL ^ Q C ' o O 0 m C7 o Cfl O s� LO T r E E c. M Z z cc E O E M a c0 _j a o JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. 2 •. a! i. rt _ arFai ...��:�..�rorm-w..a ,a�aw. 4. a. �l� l u.. ,. • _ _ ., l _ _ — - tar-IF_:1,.�l.I,L LL.W a4..1 �,1. _ -- _ — _ _— — _- - _ — _ .. a ... a .a.!!4.1. + U ' :l►.�.' a�� ill I � i i i : , , it 11 (+1") 6" SMOOTH TEXTURED BAND T.O.M. — HDRHGT_--- ---- ■ 12 �5 FRONT ELEVATION — B1 24'-0" RIDGE VENT 12 5� r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) SCALE: 1 /4"= V-0" -- T.O.M. ----- HDRHGT. 25 SH 25 SH F.FL. -------------------------------------------------------------------------------------------------------------------------- I---- LEFT ELEVATION — B1 SCALE: 1/4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. `r ,,,�ti;111411i! aillo%f�I N •� N U C1 '•. F L O ' OFESSIOt% v ��l/11 f l l 1111t�\\1 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n N O C J LL 0,nm�i tll vc"w to r- LL w a a Y a dMv �LLiu- 0. w 0 Z 0 0 t ��p 0 0 �. L« ccN m W O 'l• IL a N MZ �L.O ZpV c>� y oaa W CD N z z ¢ v N �r - N Z M U LL- fa U LU w OLIJ Of U UJ " _■ U rz • o W Z M LJL c 1= o, Z LU Q _ °a o Z O E N a? t d p *Z �o o �Iq n7 Cl)c 0 gZ >Z Z J �b 01 1Z CL 3 �k J7 �x F I� O rw -k 0 3 _ L ui 0 .� U Ln 04 U 2 0 m o CD T Te� CN O ccLO °�' r = O) r E W N .. Z r a O v w � ¢ o JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. 3.1 12 5� 1' 01 �------------ 28'-0" RIDGE VENT T.O.M. HDR HGT. 1'-0" 2'-6" TEXTURED o CEMENTICIOUS 50 o: FINISH ON C.M.U. CID (TYP.) 12 �5 T.O.M. - - - - HDR HGT. - EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS - ' FINISH ON C.M.U. 0I (TYP.) ifl 25 SH 25 SH F.FL. REAR ELEVATION - B1 SCALE: 1/4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where direly 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. ---------------------------------------4'-0IJ -- - TEXTURED -0„ CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL.- ------------------------------------------ 35SH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------- RIGHT ELEVATION - B1 1 /4"=1' ,.,;;�111i1111if1U l gow 'ego W '••,••. F LO .•• y E S S 100 s To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineefs signature and seal. co oo 8 ie v, 0 N J d o J LL �% u"a (A aei n rjr.- LL w M 'T a Y (Q U. U- 0. w 0 0 0 J W 0' O �p)O' d a LGo Ci M Z a N Q' y 0 U Z OU y ❑�❑ W 0 z z J W V M 'U LL w O W N R3 by LLI U c • � N W M � o � � ''- zo so f6 o oa o o Z�8Ng ato (n C Y mo 2z '<W Z Uj cu Jw �i O U Lw W LL C) o ila o3 O > Lo � L. O) ■� O 0 vi ^ V ' O O AC Y/ m O ca 04 O O) LO 0) 1'� + T T Z E O cM y o Z C E iu a3 C a. U ¢ p JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" _ CAP I r CAP 2" 'NOTE: iv 1" N FOAM TO BE USED ONLY WHEN 1" RADIUS 1/2" RADIUS r' REQUIRED BY `kN r 31/2" RADIUS 04 f2" co COMMUNITY SPECS. IF NOT, 1" 2" OPENING VARIES 2" 2" L N 3/4" RADIUS 1" 1" DETAIL TO BE r C° BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES Ala `IN OPENING � VARIES c �„ VARIES 1'-4" M ' iv 12, VARIES nN'kill, r 1" 1" 11-0„ 1 " 1 1/2" RADIUS 4" 34, " 41 2 `2i' L2"L r �< � co VARIES 1"" L 21/2" RADIUS � T ZD io iv 3„ 11" CIO r 3" 2x 2„ 1" 1" 1" BASE • BASE rN 1'-8" r'�la 111 11, r 4 41, • _ N *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN a L ZD r io REQUIRED BY V-6" 1" COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" ' 1" V-4 ZDE DETAIL TO BE BUILT W/ STUCCO. 2" 2„ EDGE • 6 OPENING L r O , 1-1/2" THICK 1-1/2" THICK 4" 10" N 10" 6" L jhlj N 421, L=17b T _ 2" 4„ 3,1 6" 2„ 2" N W Cr co LLJ Q TrS PO / 1-1/2" THICK 3" 2111 4 r 5" 2'-4" 1'-5L 5�„ " v 51„ 4 1,4„ 3„ IN Ij. 4" 1„ 1" JIn�. VARIES VARIES 1„ � Q t 1 I • VARIES - VARIES z 4" 8" ri 3211 el �� 00 4" N I _______-_ N I Q�1 6" L 6 N N KEYSTONE F11 0 OPTIONAL KEYSTONE F11 OPTIONAL 43" cD , io R Q' 1, 411, ` co _ d %-+- 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" NOTE:INSTALL • OVER STONE, TYP. VARIE rM • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: - FIN. THAVE TRADITIONAL LOOK & 1'-O �„ 1" 14 1 11 " 1 2-1' 1,4„ SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED a 2 51" 1'-11" 54 3'-8" _ N 4" 3'-0" 4" N 1" 101, V-4" 10" ` o f2" L � - _ � r N 1 a N CD , - L r fV 1" b Rom, fV 4 :� LY,0, • CM M r �Sta 1,1 1 „ GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH I�Jlllli� ���' ,\q,,\\ltiitlO NSE �� '• 1 _ �O �6 U ' 4 FLO: PROF rt S S 1 W4 To the best of the Engineer's knovWedge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w OD A6 Q 2 �rNiv u " a u. CL del w a 0 Z O O L F Q S N YOS 0 S Q 0 J J W �P z fn a 7L IL � MZ N OU w� O U�tVp W 0 2 z gN z Q J z .-! (a N LL LLJ O A LI-I c � • � (off w (Y) 2 O g U— E o w o 00 =® E: V -1 R V go wa E qqu wz Z o CN $ m0 r Zz ZN` J r� t� W gZ zo W d a > V pw 8 ¢ � o uV NW i k r- — LL w =I5 W wl� 0 za 0� O Lo � ui AL' W m 0 0 N _ Q C U 'o O O m V tr (.0 I\ M0 E N � 2 N 0) O7 � T T E M N `"' Z Z C EO E O d w C C a U -1 Q p JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. F 1 1 ,. L �,J�.nhidl i i. s � " � � f�, nil•i' 1 1�, ' tr'. I,� ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with LIL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.1, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I-® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH ('3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN tOir EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) IO PUSH BUTTON SWITCH (OPTIONAL) F0 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. & 160" A.F.F. O THERMOSTAT ELECTRIC METER wl ELECTRIC PANEL t DISCONNECT SWITCH �_Z/� J ROUGH -IN FOR OPT. CEILING FAN G CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER �(R lit tl14 copper to lights & outletsNEMA A V I tJ I ISOAMP7/ #12 copper to 20 amp We 2ge AMP 10 #10-2 copper to WH 41 N10.3 copperto Dryer / / I I v t 1211 RT n 200 amp 150 amp UNDERGROUND IDis POWER CO. FEI INTERSYSTEM BONDING TERMINATION PER or 4/0 SER Alu 4 Bare Cu Ground NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. PATIO GFI WP GFI DISC. DACPA PLUMBING RISER. NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER � n n \ CAFE .\\ FAMILY ROOM ` '0 10 G---------------------------- ROUGH -IN FbR \ \ OPT. CLG. F�N/ LIGHT \ \ PRE -WIRE � t I 1 � I I � I k OW� R'S �lJ ITE G � I ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE I H.B. W.I.C. )::� -11111INIffsel, 111 _ ■■■ice I ENTRY I WP jLGFI I 111 IRRIGATION PENDANTPER SPECS GFII , ►��j■fir ■ le r!!'i�,��■ f •_ IN GARAGE 1■�_ DOOR LIGHT AS GFI '_���� ' '•`PER SPECI Id Maw 1." ' _t:ARGARA,§� an IEE .�e■,� .ZW ■ imm ■■I r.a_,... 01• FINE OPM1111111 lama 0 MW��� 0�N■I Ijw ����� , O�TA IN I O ;i 'DEDICATED- • FOR MICROWAVE RANGEi • • . PER SPECS G / MEN. oilIsmail SOD � II II ail ■■I OPT CLG. 1I LIGHT PREtWIII Ii�E��■�BEDROOM ■ 1■W:� � V.1Yr \ CS qp EDROOM 4 \' 1,12 011 '/ I I \ X ROUGH -IN FOR G A"Is , ROUGH -IN FOR LLIIGHT PRE-W R/EB E D IR(00 M OPT. CLG. FAN/LIGHT PRE-1Qrl$fx 2'-6" x 1'-0" ' / \ W/ (3) #5'S E.W. \ � -- 1 36 VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: Y4'=V-0" CD N C 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 I soictural engineering portions of the drawing pages bearing Engineer's signature and seal. W oo l � G LQW N eo 1 LL ac " w a ,� �N- LLaaoY4)Cq LL u- (Yn uJ �O rn $� o go d f. CLW 00 N MZ a -Wy O U y Z W 06 ❑❑❑ Z N co z J rz � t,n M Z 9 W C a 0 W s N c w LU N �WZ N M � � Q J I.L E ¢ y�O oD y N 20 Z E O o N �UUU 6 a s UO O K Z wS w o 0 C40 c - C NO coo g Z rJ, ow U QWZ zo a0Z W a� � �W <O ~6j w v $<Sli 2 O > Lo L E ^' W � M U L0 L..IL... > N Q Y o O E N CJ T = N LO o) �— Lid T � 'LoM o z z c E 0 E w �, ai ro c ro a U v Q p c JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. 4 12t. Ilr T. ti ' ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SO. FT. SQ. IN. of b Upper Y PPe SQ. IN. of of vented IN. of of ventilation to SO. IN. of SQ. IN. of Ventilators ventilation required soffit ventilation vented soffit be provided by upper Ventilation Ventilation SElev (See ) needed required needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESISOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN — ELEV—B1 SCALE: 74 "=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN' (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS - 7 SO. IN. OF NET FREE AREA / SO. FT. • STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / 80. FT. •If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Root) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear FL of beck -Air Needed) • v Q v N (ON U ; 40. 4 S P r �'• �� ••.,, L Q 4 .••" to S ; ,1 ! 101 f!! 1! 1 To the best of the Engirisees knowledge, information and ballet, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � W H w � E N p # N 0 fA ��,$co �, :a`L a r30r.rr-0 w LL a dCv tY� LL LL d w S V •f• 0 g7 �g55 0 L l�0 S IN S jpC, m �0 z us a N C" Z rn 0 USN Z W O0 ❑0❑ 0 Z gN Z gd Z FZ- J 2 � N uJ V f� W U � 0 O W N _ O U c Q • � 74 m Cn o ch 0 J LL i -0 OF f ZB ~ �I R` °w° � z CN g M i a� g�s c C 0 �. UU HO gLL hh }Z za3 W L SO ii v Z5'p��ly� UI O L Lo 4.V L c m �> U LPL O C mo o CO r m 0p T Ln O) E c. N th Z Z a E O 0 m ¢ p JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. 5 T-1 _. _ ,. __ . ... i I I ., .. _ I 1 .. :: i . - I ,., � ✓all . , l . _ _ tl . 6'-0" I. 2'-9" '-4- H.B.+ TYP L S3 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. W-01i ■.................... ......... ....... ............................ �• — I--- r INDICATES FILLED CELL w/ 3000 PROVIDE Y2" x 9" (2) #5'S I PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT RECESS FOR FRT. DOOR Y 3 1/2" SLOPE TOP OF CONC./ PAVER TO BE 4' I = LO STEPS AS REQUIRED PER FIELD I ABOVE SLAB TYP @ ALL 0' 0" I PLACES SHOWN HOOKED FTG. is BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" CONDITIONS ( DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" PROVIDE 1 Y" RECESS i I CJ C -.......rt..!' .—. ■ ■ ■ ■ ■ — — — — — I HVACCHASEI � AHU I:: ----------+— Y N r TYP L S3 FOR SGD. REFER TO I MASON'S SLOPE FOR t` ( WIDTH BASED ON I; ; 2'-6" x 2'-6" x 1'-0" LOCATION ? i W.H. W/ (3) #5'S E.W. I 1 ...:. . I 1 I (2) #5 REBAR -3 1/2" I 32'-84" `�� 4-8" VERTICALS w/ in FILLED CELL L_ I — — 3T_5j„ 21'-21" V-4- T-8- I 7,_8- 2•_1«.. -31/2" I SLOPE 4'-0" I G DS3 CJ — I r-- — — — — — —I I CJ�I---�---_---- _ -- ;OPT, CJ T 04 ' - - _ _ -� • • • • • • • I CHASE TO ■ J C1 EDGE OF SLAB 2" - : BEYOND WALL II I J ( KITCHEN ISLAN I I I I ISLAND 2,_6«,-6«x1'-0" LOW WALLS I I OE 1 I J I I I S3 D.W.I W/ 345 E.W. —_ _ — — =--- 1 �� '— I G 91W %DISP � i S3 C14.3 I 1 2'-6" I �1 S3 I O I o c I 23'-11" 2'-10" 4" 11$" I , (2) #5 REBAR A S3 ( ° K VERTICALS w/ in I } I S3 FILLED CELL ) I o0 �I r T ............ ........................: " 0' -0CP ---.----__ _.�-_____ :. ■ L_ 0 ;' .. I I ...... I oo )� 7'-2" J I : ■ CJ j = CJ ... . .. :: CJ +CJLO �--- - - - -I , ° 3-1/2" MIN 2500 PSI CONC I 1 SLAB OVER 6 MIL VISQUEEN I ■ l0= VAPOR BARRIER I : PSI CONC. SLAB FOR I (3000 I i M I a HERNANDO COUNTY ONLY) ; 2'-6" x 2'-6" x W/ (3) #5'S E.W. I in , • � --------� ---- ---- I -' ----I-- I — — i---------- +------- J et ..................... .....CV........ H.BtII T-O" L aI O a N O N N 5•-2" -101• L 4'-8" L 4'-8" 7•-8" 3-4- FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWVF 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 Uj CONTROL JOINT DETAIL SCALE: 3/4" = V-0" • �, •: . Iv -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N`>>�tetilR�Ola Q ­j tA_ sl,��, ESS10 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � W n 8 i i g N Ol J LL N J W y Y CJ LL u. a w o Z W ° 0 W W o •, Cl.-I ED rn Q Z LL Go 0 N rNi Z y p Q U _j N Z W 000 U z z � z J d- � �TR Z � _0 LL fV U N w 0 LLI Y(D Z fa I.- � A as Zi Z0011> r. rl- M _l " E gSn i o _- Z 0° �a z• Q U U R ? 00 �U z o E N L �_ yd., � a0 m� mg <w z N ri J N < a $ z o ° W Uo r�z � �— =� J Ir0 , c°i 3 O E^ L LLB N W m ■> 0 M N L1. aUi 0 m C7 o CO 04 CD LO Lo n T rn r _CN M Z Z C O E U h �y C a J Q J JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. 6 MP RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 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 W 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ---�- O 7--' ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q SHINGLE: Y16" EXP. 1 (2Y16) or f%32" EXP. 1 (32/16) TILE: 15V EXP. 1 (32/16) r jjj NOTE: _ 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN fY32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .1201 NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft GABLE ROOF TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 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 1 112" 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% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5W ANCH. / 26 10dx1-1/2" HTT5 5795 518" ANCH. /(26) 10d x1-1/2 K HD3B ` 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 l/2" SDS 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 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5l8" 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 ry (2) LGT2 4060-M 3770-F 3500-M 3240-F `N LUGT2 3100-M 4520-F 3100-M 3800-F W/ 16D SINKERS & (14)1/4" x 2 l/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 555 12-1Od x 1 1/2" HHCP2 680 570 20 1Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x W 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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 64r ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 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 HARRIER SEE SHEET S7 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-131 SCALE: 14"=1'-0" i I OWN ;;` P f • . Q � 56 � _ U Id C*A '0o F ••"F L •' , �rjROFES8t0 f�tJ!!!!f To the best of the Engineer's knowledge, information and belief, Me 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 F � E V 0 LoQ �Np J " C 1lj J LL �LL dl ��°Qa OW. C*, a LL d - 0 0 `gLLLL a Z tm�a 0 7• 00 2 v' N cNi L.O Q U_j (0 O U Z W ❑❑❑ U ' z z z J tl. U) Z o N LU O u..r Ul '® w U c • M w M 1JL B E Q z o ao z g ?® E: V °w a zE �gz_�z N (O a? to a wo w Z ¢� m� too N C - N y� ZLL z az 8 ow U W 3 oo 3o _ =W Ik M _i< o La > Lo cr_ 0 .> o LO ^ Q^ C ' O m �ORR O r O Qi 0)LO Lo T M o Z Z E 0 E H ci c m a U _j ¢ p JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2, Shore Oiled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per AC1318 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 wails shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load -Tare vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MMUFACTURERS: CASTE-CRETE, QUALITY, LO1TS 10,0 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T 0 0 0 0 �:�'• o O o o 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T • M © © © ® 8 20-0B/10T 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/lT FORM & GROUT SOLID Q NQ 2r• . � LLJJu.I �U O /5 BAR CONT. 8F12-1B/1T V' LINTEL DETAIL SCALE - N.T.S. SEC _ ■ ■ ■ C _ C E C ■ ■ MIMM • • • • • • • • • • • • • • • • 1" 1 •' " 1• 1 1 ZI m F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT 7 MATERIALS c-i�flintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psl. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S REBAR IN. AT' (1) REQD -Ire- ALTERNATE POWERS STEEL LINTEL ° ° #5 REBAR AT TOP • e ° ° .M.U. e ° A GROUT MIN. (1) REQ'D ° d 1-1/2" CLEAR D ° e ° ° 0 0 to d C.M.U. 5 REBAR AT = N rn w • BOTTOM OF m F - OO 4 o LINTEL CAVITY W V w w nn L 0 -BOTTOM o ci $ F- REINFORCING PROVIDED IN LINTEL ¢ ¢ CS K j Z " in D //�� D ¢ i 5 REBAR AT BOTTO t; � � i° �o �, �o AS INDICATED 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION OF, 6-10" LL O O 4'-6" LL 4'-6" LL O 6'-6" LL O MIN. 17'-4" LL O F-10" LL LINTEL PLAN - ELEV-B1 SCALE: Y4'=1'-0" '?'FtO WN U�v 4•� N OEM %� • •,• FL ?OFESSION To the best of the Engineer's knowledge, information and belief, the strixt"l plans and specifications contained within these drawings comply with the 2020 Florida Buikfing Code - Residential 7th Edition. Engineers signature and seal is only for the stnictural engineering portions of the drawing pages bearing Engineers signature and seal. E o g 8 f at ak tri Q 2 Ui ti rZ h J W y"M < LL 0-Y �"" a 0 0iO� Z L r 0 S _ A V1 0 J m T. ILW V' N M Z -� h O OU�N Z W ❑❑❑ 0 ' Z 6%i Z Co T1 l •U N LL O ua 8- In N � N C • w U a • C' r_ W Z �� M J LL E 0 z g oO Q 8 oo RJ a O0 O Z _C1 O E MW N � l2 ado EZ wi ram.. L M CZC UiZ � O Z J CZ aUS " W gZ W U 3 o a reLL Z _ O r a= .0O :3= > Lo .> U LO .-. Y U o O a 0 � V o t\ E r � o � 04 r" E f0 c O M Z E E N a. 0 _J Q o JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. 8 V, NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 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. T 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 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 S/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 6/7MS 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. 1 ST 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-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3- 2' Y2" Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TP11-2014, SCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for reminspection 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 thebuildingside walls. 3. spraayti0& shaall n8t bye Ins�tallediwittnn 1 0"sof the building side wall. 4. FBC-R R318.7- T$ provide for inspectionfor termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" 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 dilubpn. If roinfpll occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - CpnCrete oye and mortar along the foundation perimeter must be removed brnore exterior treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewa Is. 11. FBC-R R318;1.6 - An exterior vertical chemipal 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %8'. THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. .,,�,rrulimfru, .•\G �6 _ • 5 • g FL( � S S 10N r x\\ \v 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 S co tl J CS S tl�! co u <n��'R - w a Q �JU a W LL O _ _o; =pa 0 o fr. W jaN�p pjO' = 00 a N MZ orrnO 0_3 ZOU W rvn ❑ ❑ ❑ � z Z J d N L11 Z t'a -_ o 0 W S '. U 1.1.1 J z U c o z �, _ o � � E wo E z a� oa O Z. O m '�$ o �z 02 - q0 o g z ZNC CL) QW sZ m ow oZ S W � U _WW o 8� �a kIw z< �� mo c�3o' L r O Lo � L C7 \ U LO �1 Q C > 2 0 I- m W o CD T Cal ai iLO LO T LO E cC)0 = N y ,. z n E 0 E c U _j ¢ 0 JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. SN Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x 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 filter 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., cinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10 -0" at bearing. TANK -LESS W/H CORNER OF \ HOME H C G GARAGE SIDE O O 0 5'-0" i STUB -OUT FOR 0 1'-O" o o 0 ul GAS METER V CV i • 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking t )sa 3" 110d1 nails at R" n r._ Q�'/ Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM /F w a STD. 90° CONT. #5 BAR >I HOOK (�BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. Small 2" max ) gap • � 4 max. 4 Clinch nails when possible J Tight fit (J 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCI 6000s® BCI6500sQ9 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 1 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 1 blocking panel *Non require additional cc. 6" A 1Y2" ROUND HOLE MAY 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSC w/ (22) NAILS 1 5/8'9 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION zmzz_�- kt Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger XL flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM � • SEE PLAN FOR—"•• a .. ; . • • FOUNDATION INFO ' a ' STEM FOUNDATION GRADE REINF. SEE PLAN FINISH GRADE ll— a r A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE 11=11:11:11:1� PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION qA. a G a Al ZDl \� d • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE ° a V a' A V A P a SEE FND. PLN. SIZE & REINF. 01 lRg 12 —. � O .r i 5 �� • L' ro/E S S i1QN` H1111111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these dravAngs comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 u n E ti cp m d O1 J LL Q U. U. wa w 0 z ' 00 c C O �gc 0 a Z IL IL cc N MZ �rp0 U U y Z O oo❑ W V z z J a to z U zs 0. N LL OLLr t/i C y U a Qc o M z �N Z� sz �° ao Q E F.- rk7 !. <o -Ze ao oR on: W� o U zo O M `o�1 az az Wz cc M, C °3 =� .3 0 gz > z z ..-s J 112 z o W LD a U g i a rk z r °d o 3 0 O Lo ti M ^L' W ca 0 O N aa)) /�� 0 Q) m C7 C 60 ca o .� = = N r Csi Ln 0) r y m ch o ? E 0 `' p Q. � Q JOB NO : 20-8092 SCALE : AS NOTED SHEET NO. SIN 1 a m 0 —9 CV N m Al tl') 0 cV i i N N 9 Li CL ITE c�l 0 0 a 0 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR �" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10`-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"0016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" APPLICABLE. z 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) 1/4 DIA. X 31/4 TAPCONS 24 O/C & 2x P.T. PLATE " @ " � SLAB &BLOCK EDGES, AND @ 12" O.C. @FIELD " , SIMILAR AT FOUNDATION ONLY' @ 6' MAX FROM END OF 2 x PLATE _ = IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 wl 10)10d NAILS FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 .- 2""4/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH " " ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PRE ENGINEERED WOOD ° ° A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 2,r x 6 W1.4 x INCLUDE THE WALL 6 x 6 W1.4 x '• ° A TRUSS @ 24" O.C. U.N.O. ' ' ° ; ° 4 ° ° @ 24" O.C.) WWF OR FIBERMESH ER ATTACHMENTS 2' WWF OR FIBERMESH ER HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ ° e I ° d ° ° ° ° ° ° ° ° , ° d ° ° 2x4 CONT. ° ° ELEV. -0'-31/2" Z A.F.F. g 31/2" MIN. 31/2" MIN. 12 METAL PL. UNDER EA. TRUSS ° ° ° ° ° ° ° ° , o ° ' 1/2"(min.)- 4" 9�' — 1/2"(min.)- 4" (TYp. MOISTURE BARRIER _ _ r I l ° d q I 1° ° d ° ° ° ° N ° e tT o (31/2"(min. _ ° e VARIES - GARAGE DEPTH VARIES ° - 4" SHINGLE ROOF 8" ° ° ° g ° INSUION LE ROOF SHEATHING -SEE SCHEDULE TYPICAL INTERIOR BEARING ( 2) #5 CONT . 411 14" 8 (2) #5 CONT. grr- FRAMING SHEET FOR U.N.O.AMIN.TYPICAL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL(*"C� BEARING WALL STEP @ K'CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3l4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE 1rN�°Us � BOARD PER CODE (OR 5/8" ALUMINUM FASCIA �aE`� GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING os�� ��� / ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS 7" O.C. SHEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. VS CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C �tUNJ 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY APPLICATION SEE SECTION C/S3 FOR 10'-0" (R302.11 ) PLAN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR C.d G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR ARCHITECTURAL w/ 10 10d NAILS iv ( ) SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 T _ FINISH TYP. T 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2 x PLATE WWF OR FIBERMESH Cl) E F I 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 °Ue s s GRADE N , ° . ° z GRADE 40 MIN. Fy= 40ksi M #3 & #4 LAP SPLICE 0- • . 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL Z •= " fl M A ° • FINISH GRADE c0 [GRADE 60 MIN. Fy= 60ksi] 25' MIN. LAP [30" MIN. LAP] g _ c > r -' U.N.O. CELLS (SEE ° FOOTING MONO SHOWN ° D p =� AL = LU wFOR PLAN D FOR CLARITY _°O 6 MIL VAPOR BARRIER ° e...� 17/8" wFOUNDATION 4- LOCATIONS) pP ° D I-III-III-i I I -III -III -I N z #5 REINFORCING BARR 1x4 P.T. BASE NAILER INSPECTION ° I I -I -III-III-III=III-I 11= ? 1=III=III=III=III=� • ° ' r #5 LAP SPLICE(2) #5 CONT.4"1 31/4" BASEBOARD PORT AT EACH NOTE: P D *FOR BEARING WALL ====- I=III=III= I T _°° COMP. SOIL. (COMPACTED TO ° 36" MIN. LAP [36"MIN. LAP] ON 3"CHAIRS 8" 1'-4"8" FILLED CELL TYPICAL I=III=) W/ UPLIFT ONLY l : 95% MODIFIED PROCTOR ASTM 10" �P•) MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR _ _ _ _ _ _ _ _ _ III=1 � 1=1 I I=I 11=I I I=1 � I=III=i I I=III=III=III=I 11=1 -� 1 I-III—III=III=III=III=III=III=III=III=III=III=III=III— _ _ _— �— I I=1 11=III I I D1557) 4" 1'4° — #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE - �=III =III=III—III=) I I I I III I I I=1 #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB WI6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND - FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT G "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 _' SLAB INFORMATION. SLAB INFORMATION. r r° 1 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIE S 6 x 6 W1.4 x W1.4 Cl)a ° ------ ---WWF 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) OR FIBERMESH 6 MIL VAPOR ° Z •' min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS �7 d BARRIER 1 p D iv a ' e A - 'v GRADE AT 24" O.C. MAX. SEE PLAN FOR " " CONNECTION INFO _ . e . COMP. SOIL. • '- = a 00 ! TOP OF BEAM & LAYOUT DESIGN v a '' ( COMPACTED TO 95% (1) #5 REBAR w/OPT. SEE ROOF PLAN tv _ '� A Q' . A. d � c � e MODIFIED PROCTOR _ NCLOSURE (2) HTS20 v ASTM D1557) r r _I I RE BEAM SZEC&URALNd3 MIN. CLR. (2) #5 REBAR CONT. " I— 4''= CONNECTION INFO �, _ . ° , 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK SEE ( MIN. I I U.N.O. 4" 1'-8" (2 STORY) DETAIL) WP.T. l 2x4 #2 SYP P.T. FRAMING w/ rL PLATE MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 " 8 TYPICAL WALL SECTION K*A TYPICAL THICKENED SLAB EDGE O.S.S.o.s. Z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 w �¢ > SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. COLUMN LOCATION P.T. 2x > _ SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o � CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 0� ,-0. CONT. BEAD SEALANT SCALE: 314"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND �— . ' ': a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS /DRIVEWAY EXPANSION JOINT , `. •. 4 • 31/2„ SEE DETAIL 16/D1 FOR COLUMN PORCH SILL w/ 1/4"x3" TAPCONS " CONCRETE SLAB 14' O.H.D. RECESS 13 O.H.D. RECESS v :A : GARAGE ATTACHMENTS & 18/D1 E AT 8 O.C. PAD FOOTING PAVERS z N 1/2 GYPSUM WALLBOARD U.N.O. " FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL Cn CONCRETE NAILS W 1 1/2 W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS _ °. EMBEDMENT @ 12" O.C. TO FOUNDATION PAD ..::. ' • , .' '. ;� '.•'• ' �'�; ; :.. " STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' 4. c •' • ' . PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M :.' .. _ _ •� -� • ' •' —� (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ;0 ? GRA a ;' . i. : ' 4" 00 ' .• : '. .. .,• °P TENSION 120#) CONCRETE SLAB Ell: M FILLED SOLID (SEE PLAN FOR _ __ = = - a • ... - r , , 4" �- m _ = v 6 6 W1.4 x W1.4 =1 SIZE AND REINFORCEMENT ) _ _ w • =III=III _ _ _ c7 ° a • I -III -III -III -I +.;. •,' .:'' ' '.:. •,' ::'' = c Ex �- WWF OR FIBERMESH T M z w 1=III=1 -I I -III -I I 1=III w � a w I�I=III II=I�I=I�I= v •~ _ _ • ' I d ' BRICK PAVERS or SLAB PER p w to = -I 1 I —I • • `• 1 z —_- = Z9 •'. • ; : •'• ` : ' ``V - a o'-0"FIN. FLR COMMUNITY SPECS " � � ° ° d -- " � I M =I I I=I 151 I =I I 11 =I I I=1 I I-_- 0 SEE A/s3 OR J/ss T SEE ws3 OR J/ss Cl)6 MIL VAPOR - -i I I I -I I MI I I=I I I-1 I I I I IM I I=III- ' FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF, INFO. 3" MIN. CLEARANCE BARRIER _ I (- I I —III -I I -I I I I E. I I I 1=1 BEYOND 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) ti :': ',' '; :�; ' •:. PAD REINFORCEMENTt—"' 3" MIN. CLEARANCE (SEE SCHEDULE) 1' " 2 STOR ( ) 1'-8" 2 ST RY ( ) 4 4 " • • y •' �'• CONCOPAD D INFO. FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS ni� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CID PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 �:W=''-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. IV E• •. r�N AA J �• L �.•'' q•"''••. F 11/*: Ror SS10 If 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 porfions of the drawing pages bearing Engineers signature and seal. N a pE r N 8 � u 0 LL ;_ S_ , 9G°y % a a �040 L ° Y Cq LL U- o LL f O 0_ 0 pgc�o tY0 W IL a �. �: N Mz D:'rn U _j y Z W 0 DO❑ CD '° 2 z z � z J v0 4 y LL LU O is Ln LA = v • sr CD M zo� z U io o'z g > zd G Zo Q E (% n} —E �? USO R ° oa WIt z 0 o o °�z ddg �z ,,,z :3g c O =g hm �� 00 z z NN N J n a �z W CL r'.Tg 0 a � �4 U a _ w �� o o $z = �L � �r w zl 3 °O = �L W 0 .' o M N LL .-. C > 2 0^ G In 0 0 (1/ C p 0 0 .T� T + 0 LO T E ' M 0 Z O E 'AM v :3 c a v a o JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1l2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION• CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EVENLY EVENLY EXTERIOR FACE OF BLOCK „ 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 PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT'� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SPi w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/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. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) L-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. SL� 1 ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11' DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 '7 �!,�lII lid■� Milli Milli 11- — I ll NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. St� WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL Lu mEME, \00MENMEM T Q 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 NOT SHOWN MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL K/S4 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF ` GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 e SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Tom/ sFF ��Ow N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --CL VERTICAL JAM 5l8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvn r r�nvr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) 3 (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 \---(2) 2x HEADER SEE PLAN • INTERIOR HEADER: SQ (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/Si 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 BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LOCKING W/ 2-16d TOE NAILS FBEACH END FASTENED TO TRUSSES WITH 8dREQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) w 0/C FIELD T 0- 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)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE-7 / NAILS TOTAL) EA. SIDE OF �if&.PLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ (4)16d TOENAILS TO 70P 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. SQ F= 2240 LBS �7 SIMPSON C SIMPSON SP4 3P2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 \V PLATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON RECESS SP4 LINTEL IL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 SP4 SIMPSON SPi SIMPSC SP4 TYPICAL INTERIOR NON BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT 4 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " / a 2X8 P.T. BOTTOM PLATE D 5/8"x10"'7 BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE r 2X BLOCKING 0 -(2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED NA I NA 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 0 L S4 B • SIMPSON SP4 w/ (6) 10d x 1 12"izo (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0 SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SPi w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. S4 {Itlit►f ���� .d g o W = Q h6 FLO ••.•, ROFESSIONI` To the best of the EngMeer s knowledge, Information and belief, the sfnrctural 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. V O N 0 j LL a a co C i LL J W y H Y D W Z J LL 0 ttRg ta W��pjQ' LLcc z 0. C14 a a y 0 i Z N �Z a U3r0n O U W ❑�❑ "' z z � z J tZ N - N (D C1 4) _ N LL w —� O as �- Q Cq Cm r- o W z M p� zo w. 7d' z6 4�_ EEo E V 0 0 � 4� wa o Z O E rp �i a az w m o Awa_ co C Zo Y �ogz H, Z p-� rn J �w gz go W a U w0 �W �k �� I.i o co,- '_ � zla u 3 E C) > Ln O1 � ^L W ._ O) U Ln C o O ^' m O � r cca p 7-1+ LO r ui E m co o z E O E U a Q p JOB NO : 20-8092 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM10KTA W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I I 0 2" P T TE 45°t / 37 45° t SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 2x4 CRO BRACE SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE0 0 APPROX. 8" FROM @ 8'-0" O/C. EXTEND AT LEAST 90 /o OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. EACH JOINT w/ (3)10d & SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS (2)10d TOE NAILS @ EA. FROM LEDGER TO • SILL 1/2"CDX PLYWOOD OR FATTACHEDW/10d ENDpy BLOCKING 7/16" OSB SHEATHING GYPSUM WALL BOARD �7 GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OS 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD " SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) MAX. 9• BACKNAIL w/ (2)16d NAILS UNSUPPORTED, IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND AI NAILING SCHEDULE FOR SHEATHINGDETAIL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1Od & (2)1Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED • (2) 16d NAILS W/ (2)16d TOENAILS NT x6 PLA 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED „„ „ " THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3 @ 4 O/C SPACED 2x4'7" ON TOP OF PANEL (2)16d NAILS INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO — @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 wl (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4'TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4)1/4"X21/4" 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 tv N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR " SEE STRUCTURAL X-BRACING, AND TOP N NOTES AND NAILING CHORD BLOCKING `O � � SCHEDULE FOR INFORMATION SHEATHING DETAIL BACKNAIL w/ 1 1 (2)16d NAILS -WOOD TRUSSES �° 0o 0 2"x4"CROSS BRACE 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 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING FI 48" FOR THE (2) 16d NAILS - OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF (4) 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 O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED - MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4' " BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL R__1q GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS 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) SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE 'IT" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER H►B 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/85 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD /�JACK TRUSS / SEE PLAN FOR EXT. WALL CONN. NON - LOAD BEARING LOCATION D OF THE LAST LAMINATION ( - 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)SECTION TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8%� 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS g - SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 IINIMUM 2x ;ROSS BRACING 3EE 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" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 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 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 w `BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C `MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"X6" (U.N.O.) "L" BRACE 24" 010" - Y-ON T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 1/4"xl 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. 9c4^ LU CORNERJACK C7 Y a v W Z Cr 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX 'W BRACE SEE DET. J/S5 n CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L9 q M i s a epp NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2)'7" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS WI DROP CEILING BRACING DETAIL 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 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 lkf �ggq11i1t11IIINf/,� N SE r. : �� 6N _ � Q U CEO .�4C. r O OF {�lllltltll 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 - Resldents] 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 H E j o �g F# CFI(a a ri a)NoZR LL a yMv 9'I*,U_LL � a � 05 J o Z _9°$$'° pNcomOWm W W��pjO' Q Q "1 LL a N MZ a: L) z W ❑DO 0 Z � M Z Z n N CD Ora U Q) � 0 In w cA =Das 1 _ Of =I�' o w o ao z LJL E E E >� z 9 U C n U �� � � wU o� N r0 $ w z co m� 0 zW aw W J � ,z <tl $ iZ U a N 1 �_ co w �5 O > Ln (W c�L1 D i` •�y U L O IJ- a) p N m 0 CD T V E N a T N x �LO L0 ai m EE O M rn o Z E c a v 1 . :2o JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. S5 A 1x4 1/2" DRYWALL DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB REFER ix4 1/2" DRYWALL MAX 8„ UNACCEPTABLE INSTALLTION 40 DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" o.c. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING To 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16"� X 3" LONG „ FURRING FURRING 2 ROWS 3/16 x 3-1/2 () #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 FURRING TAPCONS " " (n'PI) TAPCON. INTO STAGGERED @ 16" TAPCON @ 16 O.C. & 4 2X8 ` 040 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL STD, g0° HOOK 2x BAND JOIST W/ FACE NAIL 10d JOIST PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS 1� 3 DETAI L (TYP.) STD. 90" ` @TOP & CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP) BOTH CELLS'r FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOT LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT 11 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16 ' ` BOTTOM OF BAND D JOIST TYPICAL �.... TO PRODUCT x 3-1/2" TAPCON @ 16" 1X4 APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" () O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. + NOTC @ FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' -2 w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE t5^ FIRST 2 COURSESFILLED 40*1 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 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 ist4 COURSES SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX ° '-0" 8 2 1 PLY PRE-ENGINEERED TRUSS t n 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" 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" CONTACT ENGINEER CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL 2 x 8 45 DIAGONAL BRACE AT EA. POLY -CELL IN THIS AREA FURTHER INSTRUCTIONS. w :..; . SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS OVERHAN •, .•' ,. BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-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 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. xO�FR 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wl 4 TO TRUSS TOP CHORD hq ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. + �GTy 1 1-0" 5-0° SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + BLOCKING AS INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1!4" x 31/4" TAPCON (1 1/4"MIN. ROOF SHEATHING ATTACHED � + + REQUIRED >•�, •: � '•� "� B-B EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS •.. • ! #5 BAR ' /4" MAX 2'-0" 8" + SOFFIT ►' ��' .'! • P +: p 10 • • [::::CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i H2.5A w/ (10) + 2X4 SYP ° : ► • '► IN TOP o BLKG. & BUCK 1 X 4 FURRING 2X6 TO 2X4 8d NAILS .. EACH TRUSS o e ' KNOCKOUT / N • ° CHAtR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONNECTOR — b MONO FOOTING ' •� �.:. , ° PROVIDE 2 x 8 DIAG. BRACE B CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. _ LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .► °. ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. � ENTER SO lT DIRT • ? z TO BE INSTALLEDJ'-0" 000, MAX SEE PLAN PRECAST LINTEL •; • . • STANDARD 4 BUILT UP PLWD. BUCK - i 90' HOOK iv SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELN, L • •. • �� • START OF ARC 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. "4'-0" SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY —(MAX.( ) .: • . . ... .: . j , BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" •• �•, •� •, �• r, • r �• INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ ENTRY L SECTION @ ROOF EXTENSION REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS INSTALLATION OF SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS AND METAL OOF FINISH SCALE: 3/4" = V-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. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. PROVIDE LOWER DRILL 3/4"x5"MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5l8" DIA. 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) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' � o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6t0" � EPDXY MIN. 6" EMBEDMENT & 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 U- v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ;.;;. > o' er n — . V a. REINFORCING AS FOLLOWS: U- a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. W/ `:;.; ;:' . 6 MIN. LAP SPLICE A ° EXISTING FOOTING 2 #5x6' IN CONC. ( ) q :.' * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .: N N FILLED CELL SMOOTH. DO NO FURROW. � � .° � \ „ � DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT � GRADE • >. . > SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP " .p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ` REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. r z \ \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT • o ° 4" SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE ° \ '0 SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE BLOCKS AND POINT THE VOIDS WITH MORTAR.) BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION WEDGES FROM LOWER COURSES OF SOLID GLASS BLOCK SHALL 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. 1 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. P �d 0FE35\0a* '/"/III I I I111100 To the best of the Engineers knowledge, information and belief, the structural plans and spedcabons 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 n p ;n ao as LL a d! Q Lu NMv� LL a le JLLIi a W Z o rn I 0 19 W = _$ w N (O ix 0 J a Z LLW ad a N M Z y Q Z O U 6_3 W o00 - 0 v z z 1 J Q.- LO 13 - N V) (]) -0 z -8 CD 0 (a Ira w UO to U Q � w S o � W � f O z a I.L ff O O �� 0 S Z2 Q z• E� 70W Z _� OCL Na0 do wZ cn O �o m0 1E gw z °_' `° �o �Q 33 00 a W o � �L iu W 1= o N > .-. Q Y o O r T�e 04 di LO E M N M y z E a Ci _j Q p JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. SS CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ..­ , , ....,., A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gt VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 4 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS (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) •k 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 @ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS PLATE SPFTOP BOTTOM CHORD SEE PLAN FOR TOP OF WALL 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 PLATE BELOW —MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12)10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFf HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO — 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) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A � A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION(*�22 SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER CENTER OF POST CLT MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �-• MASONRY WALL BELOW: SIMPSON 4.. 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 q•, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �� 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 MEN ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL MY 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 SIMPSONZ LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOF/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. LOW ROOF TRUSS W/—" L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ 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 PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS itlr�;'r." —v �o Woc '�,, •' FL 0FESS{O �/�tlllli111Ho\ N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q f�Q�{ SE N N -• J agi — C w 9�2 8 .5a �MvL 0 LL a Y �1LLL a rn Z IIIoo o �' a 0 = k N cc)i Z ,y y 0 D to zO W V U ❑❑❑ LD z � z z a z 0 0 •U _ U_ w O—� t/1 W 8 � w_ zoo U c� � a • S M o� W Z E os€r Za Q o Wo zC) o �H !$ rr� N yam-, L po Qo -,a ms N C N `_W'� o Zu Z J aw 8� LL �U a� y W U � LL �T 02k 0 t= v 3 La Lo L. d W c� U Ln CV Q > o O E— m 0 o -0 ca p O) = 04 8 r 2 cy)LO T E M .c CN M N Z >n a; a 0 _j Q o 'i JOB NO: 20-8092 SCALE : AS NOTED SHEET NO. D1 L UA W z A'',4AWR 1&AU1Lll_ -A �i THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. &8"CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' ' ' .' MASONRY WINDOW BUCK r , 2) SEALANT JOINT 5) SEALANT FROM 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE • BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal With tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING �. DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f ' in each detail that corresponds to the numbered items in the list o 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 NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN WEATHER /E BARRIER & IARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER 2 1'4" PER PLAN SHOWER SEAT 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 A- SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 8 z INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS sta SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (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. 71 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 Oindividual 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 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing, vinyl flashing,self-adhered membranes and mechanical) attached flexible flashingshall be applied PP g y y pP FLASHING SELF -ADHERED FLASHING 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 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 REL DHESIVEASSHOWNEASE PAP R TO �E 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 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 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. SELF -ADHERED FLASHING RTWTA INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w t R t B 7.7.At built-in autters. 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 III AV THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a er esl n arner Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS LS�1t\tt� =--- ACKER ROD A 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 Y� : • • • • Cement Plaster in accordance With ASTMC926 over wood 2nd floor Cement Plaster over block 1st 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 0 N 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. e Lo E $ .4 o 8 � cp at Lo Q co U.. # u;- W I 0 ay CO � r- rNn v u LL LL w a. Q a. 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W P a...a N p n ---- - --- --- ----- ----- ---- _ . - - - - ._- - .. _ ---- -- - ---- --- ------ - — - --- _ January 14, 2021 U CU U V i PRODUCT APPROVAL SPECIFICATION SHEET Florida Departrrlent of Business Is Professional Regulation Pa0a 103 Building Codes and Standards �, Q Q 0 (2o21) C:) o ,..,,,�...:,._..._»�..._.._.,,F�..-..._..�.}......�..___-_�....._._.��-....__...�..a._.�.—._..�....,<,......_..�,.,a.,..��,.._,.,._.._,._.-�,_.�_.��.�m..f..:_...-�.._...._,..._-.,r,.....____.,.__..._.....=....A......T,_.�r..�.�.....,m.....�.....�...v_�....._-..�....�:.�_...,..._��e..__��-.�......_..��.,.�....,...�_M.___a�.....,...,-�._....-...T._.�.._.,.�„-.._,..:,�.,s..�.�...,.�..f-_:.�......�__.,.�..._m.,_,....._.. Product Approval Application Detail Q Q ^ CU LL MountingBradtats(10Gaugel �4 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if :I 0) 0 /11 � �y /� Cn � � m� am p LBmdm We mile � S GWnerAUOara VallmledM Vet FOCA=rovM gp�]yg r� 4112e %41 I Le X Z'1 Zan 0 e i they will be utilized on the construction project for which you are applying for a 11M.M. 2020 Therma-Try Corpu°tlon aloe Jaspasm Lyndon F. SdimNl, P.E. Ryan J W4. P E 07RLZ020 07ttwm 07reW2020 10n12020 Apprwad taspar:BOenerpoa, (W°)843-7a2a PE.«.09 (813)7e7-,5 /Y�-� `�v Q a j SrOCals": SMn/ln° E«ertor DoorAssemMlef sjapraan�harm.au.eo m . L �' W �11 Tit • QKk Cram t � compllalMethod: Evaluation Raw tun a Flalds ReolauM Npheed ora Licensed Flodde See Schedule (fAaybecucto Roressima Engineer C O L /N� � /Q� �=-F Cate o /Subcate o p ry gory Manufacturer Product Description p A Approval a Pressures p. Anchor C V C V ftlgnteradket(16Gat,ge} !ant 4etIlL6tNtaora Aopl � Ile. Ao°r$ 9fl>� ATh°rmwTmFiOsr•CNsaaand SmodhSkr No inei6NM;88ag0arps"quo;Opaque 1ZQ12021 Ys Yes Y. WA Q ' 1. EXTERIOR DOORS C¢mpaalte Edge FErglas. Shgk Dos :/� Q A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 soils lhaHngDulsap;xcaMgunum) 2 a.Thamra_T"Fier�., andam¢ah-aver : Opaque 1213trzd21 Yes Yes Y. WA o 40-0 1rze0izA32SG3IV N omposite Edge �� oor ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 (T' oCU �a"�'"`I"w"°° °""°'� °X«°'� omagaalm,) -a Q 3 c. Thame-Tru Fiber-Ginal. and SmOalRStar Nmtlned 86Y30;88ad;argd8pud; Opaque 1213112021 Yes Yes Yes NIA ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021CompositeocrAllo -. Edge Faeroese Double Door with or vmhout$Mells(InswlnptOutrNng; XX or 0)X0 a14SelfDriling Se d'"°^n'T"Fl�erC".a¢an°Sn¢d"�"r NMpook.einal dgeFad;seWooD;Opa quo aa 211,202, Y. Y. Ye, NNAt,mtrg3 (h emawawml:xean}puronenl B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 5 e. Thenm►Thl Fiber-Ckpk and Smoctn•Skr Were 616019:0 Baa:Yrgadaa; Opaque ,21 Irmi Yes Yes Yes WA ��aEdge Do.%Alh 1as�aA PGT Series 5570 FL251.9 4/14/2021 3Fd°lit«4) XO, Ox OXO A/C Unit Bottom Edge (Irewhp,0utawap: a �tlComiosteEdgA8aaatpaauleDoorae C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 6 1.Thernr.hdFeaCk.al¢na9moaR3kf 2rJ1202, Yes Yn Ye. N/A e as wIm a tturrkane Strap (Typkalr31n%nt) wall SMWas (InewnyOulawina XX a OXXO al 58039;88qua;hpa¢tBoNot: ftasd 17/31f2021 Ya Vs Y. NIA 7 p. ThermFTm Flbar-CNsek and 9moethSbtr NaanNomina"'°"a' Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 Composite Edge Flbapasa Single Door Washers glou 5m' "m'inal 4 FrmtcrossSuppart D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 8 h.ThamtTry FiWr-Ckasb and 9moaMSkr so"""°&X°a"°° N¢rrlila a3&,88qua;hlpaa8qud;owed 12A12021 Yu Yes Yss WA Self-locking Nuts Oft be cut to W } Compel. Edge Fitwgla" Single Door Min 810e1ae(a) (Infwingputswhp; XO, OX IX OXO LeftBridcet(16Gauge}014Self-OrllingScrewsfihrugrackets& Sack Cross Support Into A/C Unit Bottom Side (iypicall:3for hurrkaneuse) co°sgualims7 9 1. Tharme-Tru Fiber -Close° end Snwah-Stu Nanna 88►3g;8 6aa;hpaaBWOK Gksnd/201202/ Yes Yes Yes WA Carpaate Edge Feera Ba gaa Double Doan wahatSMMs(InrWnyOdfuitRXXaOXXO 10 J. Theme-Tm Flbr-Clual° and 911nah-Stu Norm -I al NSI Bquati paaBqua; Gazed iW312021 Yes Yes Yes N/A CnovgKxEtw.XC*V 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 10/8/2023 each skk psf MM) (heeMgNaM'0 Xckmisnden) INSTALIAI ION Ill ORMATION 11 Y. Thermo-Try Flea-Cla°ac and 8mo°IM1Star leases BB:f�;O Baa;Ynpactdgwt; Glued 12/31/1031 Y. Yes Ys WA side(ImF PGT Series 5500 FL239.2 N/A 7/30/2025 ng;xoOXXaONO CmagurMlm,) B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Nal ° y '� '2 TheRn.Tm`ae"a'>a°°"d ¢°"`ter ".nlhae4E�°°ar;wDoullva�ed �3'2g2' Y" Y� Y" WA Cmpoata F_41e Feagles bauble Dov Min a vftmt XX or OXXO C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 �/+ ���SMassilnrwiny0aawhp; 13 m Theme•Tnu Flber{k,ac and Sny:,0S1r N¢nYnal64a39)Baqua hwasaa; Opaque 12rJ,2021 Ye, Yes Y" WA 0MV0616 Edge Fbergas awF Single Doh BadNoo-tnpad8qud;BdeR«sl (7nswhgRxutrwing; XO, ox a OXO ¢mtgungom) PGT Series 5520 FL243.5 N/A 4/30/2025 14 n. Tharms-Tm Fiber -Cask and Smooth -&sir Nominal S8:M.83ad;hpaaicNgL Opaque 17A112021 Yes, Yes Yes WA Florida Department ofBusiness &PnofessiorlelRegulation P°w'a' Building Codes and Standards InsrJg2, Cquct:m Edge pediquglasdkn(ImDodyin oorwith aqua: 8ldattes (hahplWtsaina D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 Product Approval Application Detail cWguraaaaa; rnao eamwrstlm) 15 aThrma-Tru Flloo•Claffk and Smoah•Shr Nominal 88:s%08gad;anpsd&,l Opaque Imir 11 Yes Ys Y. WA Compare 1mpe Ftxrglas o Doc wwithBaa:Nal•tnpad&qud; MetalteN«a) (InnMnglOukwaq: XO. OX a OXO configurations) i5 p Therms -Tor Fiber-Ck,ac and SmoceR9er Nominal 888N;0 8qummiso ,1114. ; Opaque 12$31=1 Ye, YesY"WA Compote Edge Fiberglass Double Door with PGT Series 5500 FL261.1 NIA 5/26/2026 E OTHER PRfY arms or mta ➢tin ad,Euram late . 8qua;Non=anpadtawa;&daill (hnawhpKiutpaMg; .1'gga Yarn" tit Coact 1 E Yaldgad • YAK EAmIYd fee A.prpvi At7NQ Revision 2020 onXal Metals, Inc. Jason 9humaa Zedery R. Priest LOONS Bowden P.E. 08 WO20 081094H)" 08202020 101132m Approved Boding (50n)etruad 11 PE74021 (3341300-1800 Subcategory, umate®dmxmal.arn auDCaawry:Mehl OXXO wmpurosm) 17 d. Themms•Tru FiberCles,k and BmooN-gar NaMM SM38;8 dad:,lm-Ilryaet8ad; Opaque 12/312021 Ys Ys No NIA Carpo°te Edge Fib".. 8ho. Door (hswhpAubtwhp; X¢otguralon) 1s rThrmtTru RWr-Classic and 8mooth-Sbr Naha 84il Bqua;N*n4rnpaet6aa; Opaque 1213,r2021 Yes 3. PANEL WALL Emus Flomptae i Yalhoa Ewd or. Report from a Florida Registered MclltedaaLlanaetl Florida professional Fn®rmwr .__._._. _.-.. _...... ... ...... .........___-... ......_..__.-. _-_.__._. .. .___. _ James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding .-_.____. ___.__. FL13192.1 - FL13192.2 Ys No NIA Campotlta Edge Fhrglaa Slade Doorwllh 8Idagu s7 (Infwhgpdawkp; XO.OXIX OXO cm8purtllmq to A. SIDING N/A 12/31/2023 IL Aoormle0for ue. l27t JZsEaa s.Thrma-Try FYna•ClesOc and Bmooln•8ar Nmdnal 88e39;58quIX;Nan-ImpactBad; Opaque 1i/J,2021 Yes Yes No WA Composite a-(IreRvIngx Doming;bts XX w8ha .1wtaMeAlm (InsalnprOutsang; XX or OXXO B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31l2021 awill=dsta �ggp $oaset Neat. Wnnber or Name Srlf�a.Qdt 10� laasa[! 1 Dracel Motel Roohng Systems DMC 100NS, DMC 15033: OMC 1753, DMC 2005, 12rJ12025 Yes No WA t oA,80 DMC5V 20 L Thfrma4ru FnUr&hsak end Sneoh•Y.r Naanai $&NU.o BquotNm4mpst8elc4: Opaque 12131r202t Yes; Yes No WA anposte set Single Dear C. OTHER (hewmoxaulswhg; X consqure5m) 21 u. Thems-TN FMr-Classic and SmoothSlor Nominal 88Y9008gna;Nm-Inpad8grtl; Opaque 12f3lrMl Y. Ys No WA Composite Edge Fliergias Single Door with eldeft (s) (In,w'hgAasaing: xO, OX a OXO em4oaalms7 22 v, Therma•hu Fhr-ClasMc and SmadRShr Nominal UdW',O 8aa;Nmdrryaet8aa; Opaque 12W=21 Ys Y" No WA e Edo. Fterglas Double Dos with or 4. ROOFING PRODUCTS Florida Department of Business & Professional Regulation Pap, ell w8houl Sidell (InawinptOuls.Ing XX or OXXO Building Codes and Standards V55M A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 oorning6lms) 23 w. Thsmr•7,u F6c-CkeNo suet SmootlF9kr Nan9ma 88a39;58aoYNm-Impsa6qud; Glazed 121312021 Yaa Vp No WA Product Approval Application Detail e Fft*au (hswsp/Outswhg; X ¢anagenhn) Nominal :S&QutMon4nglsDoor 24 x Than-hu FbefCle�c end 8mo01R9ler CwVo* Ede. horght aHmpe Does Glazes 12rJ12021 Ys Ys No WA Compoete Edpa Flbergl.a Single Dos Min Sldeae(f) (lnahgqutswhg; XO, OXor OXO B. UNDERLAYMENT� Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 quota meal polat�ol vela C. ROOFING FASTENERS NOT USED wnpaaims) mid "hills 20" i FeC Aooraval Approved l� y. Thrrw•hY Feer•CIesNC net 8nmodh•Shr NIXmha to Edge 4qu¢q Non-ImpeetDo. O or 12rJ12021 Y. Yee NO WA Compare Edge Dos wen a D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 ARams[fm 2020 Smite VentproductsIna (MichaelBTT)441.83M Hernia F.faro P.E. Locke eoaaen P.E. t2nerm2d ,2ne2ozo ,224rt0211 Apapr.a CanNorY: Bbudur.l Canpnrisme (Sin 441.8368 PE73T75 (334)3qu•7000 1-09a .M. -fturstlare) (InsWllpOulsahg; xxaOXXO cmaprMlms) SubCaoeory; Produce Introduced a a Reuse a orrolasmartventoan 26 z, Therma•Tm Fitter -Classic and Smoothstar Nonhal 811",0 8aa0Nm4mpact8qud: Gland 12MV2021 Ys Yes No NO Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Nar, Tednn0lopy, Canpasaes Yatllrlh Eveluenm RapoM1 Sam a DarpaBa Edge Fberglas Single Door (hswhglOUHwap; X ¢mag,r4am) Florida ReglstaledAr.)W or a Lionised Fiords 27 2a.Theme-Tor Fitsr-Clust-nd Smodh-Sir Nomha 884361V 8qua;Nm4°paaaaat; Glazed 12/31202t Year Y. No WA Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 PrOb,tlmal Enynsr °° °'°`3Yo°°°r"""Lomanco, X0. OXaOXO Eit+lsti>>s<amatm Dosconal ` Ap""far m um pmm rdlounms ��° '" �° 'net Smooth SFr onwnal88adg;08gma;Nn Double Dqua ith or 2Q,202, "� Yes No NIA FDrglas Door with a Compositepraised E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 1 9maaVrmt Mada g11640-610 Dual Function Flood end VanM°Soo Vent 12/312024 Yes Ys WA N00/-100 2 SmadVenlModalarlil 51, WalFunctimFlRoderdVnntilVaa I2A,2020 Y. Yec NM .1dq,-1g° Flood Vent 12J312020 Ys Ys WA *Iwiop With ftdMs (IneWrtggaswama XX a OXXO cm4paMlos) Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 3 SnadVanl Mods 51540-620 IrIwIaled 4 SmarlVatt Modal 111540.521 I=11ad Flood Vent 1213100" Yes Ys WA .100A100 F. METAL ROOF Gulf Coast Supply & Manufacturing, L 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5 SrrartVadModNRlSao- 24 WoodW;GaneeDd"Floo Vent ,201f2 Yes Ys „/A WA Wood Wall hwNkd Food Vent 12rJ12020 Yes Ys NM HOOF100 8 8martvad Medal e1540.570 7 son ftv m Mods All uo•574 14.58qud: Gauge Door Flood Vent 121312020 Y. Ys NAl WA 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 Florida DepettrnentofBusiness & Professional Regulation p.a1al3 Florida Department ofBusiness & Professional Regulation All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 Building Codes and Standards 1Al2(k2, pap Id2 Building Codes and Standards Irml Product Approval Application Detail Product Approval Application Dafaa 6. STRUCTURAL bay W m" no Data fentna °�' ssatora � �amWt Ficemm7al eamum sluts COMPONENTSantm� s� pNe mil lima !tall erdkLgi bm m7tg m�B seises vrda.d � eaatax+m � RaNsion 2020 Themn.-Tru Corporation Sim Jaspersm Lyndon F. Schmitt P.E. Ryan J. IOng, P.E 0723rM20 07AW020 07292020 10n32020 Approved Exterior Doors (S00)Ss3-7628 PE43409 (4,3)7W5555 Corporation, Docn Store Japr(128 Lyndon F.6enrnYdL P.E. gyen 79-65 P.E. 10n 312020 07n22020 OTlJW2020 ,ON32020 Approved Review 2020 Come": C (813)787-8535 sou Door (800764}7528 PE43408 A. WOOD CONNECTORS/ USP Structural Conn. see chart SubCay: ambCebgpy: 9whpinp Edala Dos AYamOtlac f7apersm�mam.bu.co Co."— Method: Evaluaim Report sane rn E1mCateOorY: laanpinp E,lsrta Dogr Msertaas NeapraOnQlnermatlu.eo tiolon ";;Pratie,„,E"''""°"R° m _.__-�._.-__�._-__-_-�..__,_.___,�._____.� __ _ FiafOS Raglsterod ArdiaadorelJcanead Floda PrdesaOnal Dow ANCHORS Simpson Strong -Tie see chart Flores Roll ERoArohtxt a a Llcnwtl FtaMe B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 A��YM ADU atiall � Numb, IN,,e clashk A��1� t,� r� Lea moot 2ddk.nlmi P-M, Thermo-Trp FibIXClssle and Smcdh-(ear Nominal 44Jg8;4&qud;Impst&qua; Opaqu. 1=12021 No Yes Y. WA MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 nwraa t .. Themrthu Fiber -Cloak and Smash-Sqr Ncmina 5& p. °pews 121312021 No Ys NO N/A Cornpatts Epps Flbtrdas Single Door (InealnpKMfwin9; X cma9urodon) Opaque ,2A,202, Na Yin Yes WA 2 D. Themm-Tm FuaClsek suet amoah-air Nadnalaea39dl8qurglass dg;8 Film Canpslte Edge Finaglas Slagle Door . SIR Door (hahgsJdewa)g;xemapuram' C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 Oomposlle Edge Fiberglass 9ngle Doorwith Single dM,N«e)°newhg Ouawlnp XO, DXIXOXO camapaetlOn.) 3 c. Theme -Tor FbaCleeek and 6mo0U-Su Name188a3B;88aat;lmpad8qu°t; Opaaa 12A12021 No Y. Vs WA D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 C.Z0-#W teEdg.Fibag.SaDouble Door wens Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 wthout SMalttee 4lneatnWOubtwing; XX or OXXO oarlgt/tlanf) 4 d. Thetis -Tor Elbe-Cleaac rM 801000 W Nona B8e39;0 &aa;lmied8qunt; Opaque 12012021 No Yes Yes WA compo(Irem.pte Single Door 'alleassall hatsEdgg: X-lns (InawingOulrMg: X cmaqurotm) 5 e. ThemM-Tru FDeflc FClaaand Smooth -Sir Nominal Stoll 4qur4:lmpad8gud: Opaque 12r312021 No Yes Ys WA A`■ Composite Edge Fiberglas Single Dear with sed. (sl (lnahy0uawing: XO, OX or OXO omayuddnp S T. Themr-Tor FIDrCkatic and Smooth -Starr Naana 88139;0 ead:lmp.adqua, Opaque 171312021 No Yes Vs WA Doubts Door W ' Can"te Edge Fiberglass with or .that S ciallts flnswing/0ut-mg; XX or OXXO 7 g. Therae-Tra Fbr-Clssl¢and 3mo01h-ter dm8df78;48qud:ltapad8qua: C.kzed ,213,202, No Yea Yes WA The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be Florida Department gCodeesaness d Professional tan nil Regulation PaIffige mi CIO Composite Edge Fibergess Skye Door "nsanal6& swhg:xcm"y`"s4moumn, 8 h. Them1e•hu FberCla+lc and Smooth -Star Naanal 88a79;8 Baa;Impau18g1roC Gkzetl 12l312021 No Yes Yet WA Cmmpaat.EdgeFiaaglasagngleD¢awth available to the inspector on the obsite; 1 co of the product approval, 2 Pe 1 PY P PPr Product Approval Application Detail CIO O Mail (InswingfOubwtlng: XO. OX a OXO wnagoralons) N Yes Y. WA al 64ap98 'I uoL Glued 17rJ12021 0 T F n0 BmodR9kr Nominal d 9 I. Thannt m Itter-posit 8a mWdBg Fsooe Fiberglass Dar 1 3 ' � _ _ _ EdlIY9L pate 2Kt Din parading Conpodte with a Double r an n,� yandon : f alb Fill u > wthqut Sldalits lln,w,ngrOaswhIX XX or OXXO ooagorstkn.) P E ! E j 1. MI1Arynoss It"don 2020 dand Doan °rotSdin°er Luis Roberto Laa we° nalM.!rich, PE 10A81�20 10A82020 10n WW20 IZMW 20 Approved :EaenaDoors vmsesssoo (717)31-0 aWCtagery: atdno Exterior Door Assemblies buftger@mrrd.oan0 I a 1 4 Compete Evaluation Report man QL,Ift A— Approved for Use Approved nor Use Inscand Dulph; l I ! -Method• a Flodolat Registered ArchileataeLlmnsdFlodda Prowlers Enonsr Bask RodIR YaeY.furororrknu InH.bS O H tlttY E 12 L7Mnm.-Tor FbarCk,aq and 8mogtRShr Nominal SStIJg04qud,Inpaadquot, OlazW 121112021 No Yes Ys WA Composite Edge FlWrglsa Double Doer alma 1 j j rYalvAsa — Aommwd for Use Approved for Use wkh.t Slddhs (IftimIR tOulaft XXa OXXO megmaaUos7 l l RaAud Model. Number, Yes Corbad 6atalon Dale owald. NVNz �>2 In prMenre m I 4 1 SERIES 420ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 1213t2024 No Ys No WA 145.148qusixNON-REINFORCED08a. O I 2 1 SERIES 420ALUMINUM BGD SERIES ALUMINUM SGD OX XO XX 12l312024 No Yes No WA 8641adX808qua:N°WREINFORCED L 1 u 1 l i 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/31/2024 No Y. No N/A 145J4&qudx9SBqud; 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX. 12/3irIM No Ys No WA l i APPLICANT SIGNATURE DATE SERIES S20ALUM88aa; 5 SERIES ALUMINUM 9GD REINFORCED 9ERIE3420 ALUMINUM 900 REINFORCED XXX 12011 2024 No Year No WA .�, .�. 1.-.,_,A.. ..m �._.....,...� _..,,.�_.,R =.�.�...... I 1438ad:c9e8ad: col , 1 ^ �1 Florida Department of Business & Professional Regulation Page I ell Codes Standards 16=1 Florida Department Of Business & Professional Regulation P.pe I of Building Codes and Standards 1 w10Zt < Building and Product Approval Application Detail Product Approval Application Detail O F— ■CU �V Sea! anditL4a a!s aft prM.trndw pall "'"N" FaCAMIgea d0�-d Am& Salt nits ores Dal, ]rm putt Lm4 Version l � Validated by 7rau�aut d fecAaXemwl !� 11mt WGIaggglie frail Reviam 2020 POT Industries Rosowskl MlemFD.as BCCO-CER MI.M-Deld.9CCO-VAL 11AWM20 10262020 11241=20 Apptsmd (788) 3152590 ReNfim 20M Wayne-Ddon,a dvislm dWerhead Do. Davey. Kandsh John E. Sans J.1l P. Amason, P.E. 101122026 09292020 10232020 12MWM20 Approved Corpostion ) 789-012t PE51797 (904) 82t-5200 � UJ Cscegay; EMenor Doors (941) 488.0100 SuIsCakgory; Slicing Warier Asemblks Xosoa°Ia®p°nrdusMacc ConplionOv Maanod: Ceta¢adm Mara a Listing am Category: Extalior Doss dkomlana7wsyna•d.tm.c elibCskO¢rY Sadlmal Etaenor DoorAssambliet FlomPaReil Need Ewa it. ReporLions from ■ � ec C Z - - -. - - GuWNV Assralee Approved for Use Apalasd for Use Innood p•� A: Florida RegMerodArMNed a a Llarlsed FlprMe a professional Engnar is l� Ago" 1' 9 t,1GD3S70 (Large Weak Impact) VIrM Slicing Glass Dos ON14rJ021 Yes Yes Y" WA ,_ _ (LJMW Afax.nn Apmev.tl to Use Aaprmwa for Use -. - - _ Q sang aaa sLRwdmm AaaunffiE�Ilao tlatt 1. HIM OL Anti t JfiuYi4 3 8000/81099200 81105 91039; Mar wMtlt. 14&a39; Max h lght. Giashg 1201aw No Ys Ys s31.00A35.00 soMa in la or heamedlae seatan, 10 8000a10018200ri123 16&X39;MswIM.148139;Mevhdgtt.Gkzing IV312023 No Yes Y. +30.00F33.50 a avapebta In tap ahnrmedlak calm. SHEET NO. PA loO Florida Department of Business & Professional Regulation Building Codes end Standards Product Approval Application De ill Pass 1 aft IPWI GM Malay Air min 20 pg.Eamxi Bra Male YMaioB J.lram! Validated av Wadded Sassari JFMAMMVW AistinInted am& Revidw 2020 Cames Divldm.1AADG, Inc. Tan Raney UL LLC Troy Bid op, P.E. 12MOM20 12MM20 12212020 Apprwmd Category: ratan. Dons (641) 494.2813 (954) 947-0800 SWCato": Eisenor Door Canpaneads tm.rateyeamobwy.a Cm Wants Mdho& Cats om Me* a Lbni19 - m FLSHSB!•n4MwdiaY ,.QULWAtourom Approved IN the Angravad for Use W=d Datum Bag Product MdL Mundistrair Mossea gatrac EM*U m Data In NVHZ 2rstldLk= AWtlsot Erased, 1 807, 707, 727, 747, 757. 777, end 547 Single end Pairs of Fsrsh dilated, end Lowered aingk end Pairs a 121J12025 Yes Yes Yes N/A Doan hollow me4d doors. Florida Department of Business & Professional Regulation Pies 1 af2 Building Codes and Standards 1,51=1 Product Approval Application Detail am Entity or 20 gig 2araJbamm BL Mlmt Version Manuf ct- Ggtrtgt VSNdddedte Validated submitted PWi.AWra1W A-U m out= Raddon 2020 MI Vdndw. and Doors grad alYnger American Architecture! 91ewn M, Urine, PE 1122202(1 i LIM = 11128=20 ApproAd Category; Yandoes 17171365.3300 MenufacWren Association (717)3174454 Subcategory: Reed b.iang.,Qndwd.ean Coilsanlce nPwined: Cerdlicak. WYdr or Using 2udUANUmsa AsprandatSgrNat rigKmmu ruu MIR" 2wm 1 165 PW 73.721-JAW O.. 04Mf 23 No Y. No -tam Florida Department of Busing & Professional Regulation P.ga I d t Building Codes and Standards IMMI Product Approval Application Detail Gott ant w let bit gaLbaim loft Sim VNAM lmdeaelne, contact eiidrMar a Lila.. Validated a. Validated 3 ed FMAmtasl Ag ngaged rinses R.dfon 2020 James Hardie Bulking Products, lac Chad Duda V. Andrew Tan John Southard, P.E ovosa 1 12M42020 010N2021 ding F-BC Appn Category: Pend Wall. (909) 545-SM PE81052 (352) 387-2525 subcategory: siring ahad.dlaroksgii hand ConpOrw. Memo! Evaluation Report fan a e.00m Flmda Registered Architect a a Licensed Florida Professional Engineer Approved for AmmINLULUg Imeei Italia ANA Rand iggd MumbaorM= BMSELgandow Sit 11111101112 gaddLt= ARIW Md Pneege 1 Cwpkmk Lap aiding fiber-cenrieat Ip fdng 1213if2m Yes Yes WA NIA 2 HadePknk Lap Sift fiber -caned lap siring 12/312023 Yes Yes WA N/A Goat rime version Iml■rl®[ Review 2020 L V. Thornp.m, IrM. roe 7hompstan Ardilteeurel Metals Co n"M (TAMCO) Category: Roofing 810Cdgory: Roo" Accessories that Man imegral par athe Rooting System Dan"-. Method EVaWallon Rspon from a Flonda Registered Architect a a Licensed Habra ammakalasam Professional Engineer tat! amalLORdwahmaKiLAM 1 TAMCO FM Tap 06RIOpe Vant with Bare for 711e 2 TAMCOGoosened Vent 3 TAMCO OIFRidge Rod VW wth Beak 4 TAMCO Round Try Os -Ridge Ved with BANS for Tile Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Debit anwv a am lot 09, rwmsm Bee Contact 6nalowear A U ems ve A, Ya1attffi ie■.ffi PIBIC Am®al Approind fmm Tony Christman Zachary R Meet a- M. Wain, PE (W7/2020 09N62020 0922122020 12M51m20 Appramd (813) 24"456 PE-74021 (717) 3178454 talyQpprrnat.lredinpmm Page d1 iffl=1 26 an. fast roO-Natty war balls RAISLAukam 290koLDW392LM 09092029 A [let LL1= Yes Aaroyadfar Use 94MOLla Yes law AWiara NA 219m 2rart WA 26 ga. 09109=26 No Yes NA .OL52.5 29 ga. at&* root antWa wim Integrated Wale 091MM26 Yes Yea WA WA 26gat slelk roorvanMata wdtli belle 09100fim Yes Yes N/A NIA Florida Department of Business & Professional Regulation Pdas t d i Building Codas and Standards W=I Product Approval Application Detail --- - _ - -- - QW1 Er&wAr lost tea 29LEMAN Zit Aug VW- Welfillea L Gatse YWWihd AWM= FacAaamad A■mmd mm R.wson 2020 Global Protection Product., LLC. TIm Robinson Walter A. TIM Jr., RE John W. VaraWch, PE osea2m OLeari 20 16012020 1215=20 APV.W Category: SNMers (954) 689.7545 PE-44107 (934) 772.8224 s1bCWpery: Aram Panels Ilm.rodnsmQ¢partxam complianced EYt Malheuallon Report tom a Flonda Registered Archked a a Umwd Florida Prol.afinel Engnaa ilia! ft&amukddjwm&KALBM DedIad 0-rl tla BNWMIAtrudsa Gat,iEMU mac Aegues raiut Alecmed fMAur )ms a gum 1111M Aaatitl )alwasts. 1 20 Gaga GW-I d Mad Storm PandsMVHZ Corrugated GalvankM Steel Storm Panels retained 123LAM1 Yes Yes Yes NIA a net by tied" to provide humosne protection. 2 24 Gage Gatmind 31" Mom! PW.UMWHZ CarugWkd GaNrrrized Steal Sterna Panels retained 12312021 No Yn Yes NIA a not by trades to Provide hurricane proted)cn. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Debit Pape i d I 1412121 raft ErAW or 2r! 2■ 21t!lDMm no bat VW- IMdimWee gatMt ambuLAiam V,Ildmd 0V Vt1lWlltd I smmmr FBGAam2el A2RMM son Retie. 2020 MITek Inc. Erin Wddan ICC EVWstlen SeMea, LLC ICC Drily don Sallee, 10102W20 09OW020 10Mi12020 Mpaed Category: Sducturd Condiments (952) 696-0815 LLC. BWCatege7-Trues Phtes ewaldehQma.aont 4205)SWOON Con"Method: Evaluation Report from a Product Ewkmtim Entity jy ,yggyg■gg AporawdderUse Aa[■WSaCJfg lesslt ItWa 9hld rmYai,Eallulmo2st h10B2 Outside HYM Beliara ileums 1 Wawa 18 gee spa high saangth truss-a."plate 08r502021 Yes Yes NA WA 2 elite 18 g...wacmneelorPde 0&30MMI Yes Yes NA WA 1 MT1848 18 9a. high strength tmn connector pate MUM Yes Yes NA WA 4 MT20 20 ge Dun oor .w pate 0630)=l Yes Yes NA WA 5 MT20HS 20 gee high strength nut -actor pate (MV502921 Yes Yes NA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ss/dt UM2021 Qw 11111■Lar go AIM 29LERMS Zit Aut Valid- Mt1td/alwat rmlai 1 l Atuose Validated a, Valried OYaMM FaOA-rout Alo<ayta aim Remdan 2020 CamMrcial Conies Progicts.i K. Ratert 011lis 89mce) A. Greenberg Joan Nor/ 12MG17M 12MIll iZ2B2020 Ong FBCAW catom: structure Components, (613) 639.3797 M34245 (362) 51/94311 abcomory: Prodlcb lNrodpeod Asa Reset or pardedgalorQyohoe.aan New Technology taaapeasta IlWiod Evdu lab" Repot tom A Flame R"Worad Naea da a Licensed Florida Profe.Nmd Engineer . -Qualky Asidur Aeoroved forthe Amro red for Use .. [mold Mission AMR ftia" Illegal. Number or None Product DnaMm coward Emkoum Deb ID f r E Pistun t QWley PMad or CampweMl concrete Products Precast and Prselmseed Concrete Lb"k 0512520T4 No Year NA WA Florida Department of Bushes & Professional Regulation Building Codes and Standards Product Approval Application Debit Pagr t d2 Florida Department of Business & Professional Regulation prigst arl tarm2t Building Codes and Standards 1,8=1 -- -- Product Approval Application Debit Sell. J■ML9[ lot me 2&LBI MM 21U An maws lmulalux 2111hat Allomralard■t lkewdkm l mikum NOW AW.ANU" Am,tm ANA R.VW. 2020 at Windws and noes &ant sMlilgw Amadoan ArmibCWnl Sawn rA Urkh, PE 11IM72020 11117r2m 1127=20 Approved Category: Windows (717)365.3300 kMnuhthsanAsweldon (717)317.6454 subcategory: sigle Hung bWWU ombd.mm coirplian a Method: Cwdkabm Mark a Listing classes Allowance Rodud Moral. Minter a Man ABoaffil9Lllaa Arprowd far Uaa irk 2W- aw.t Product In WAGE Doi BdWitra Ifairadeare 2 185 SH 52.72 FlnlFlarge Fmme IGIAG Single Hung 10008J2023 No Yea No s80680 Laminated Glass, Florida Department of Business & Professional Regulation Page l oft Building Codes and Standards Irrm21 Product Approval Application Derail B7■ 1W&CS 20 lost Data PWXIM Bia zm Y1■4D Manufacturer contact Mdtdand m Wielded SLAnkbd f&QA■,lal hamumd Alienation 2020 PGT Industries Jena RwosaM MbmiDMe BCCO-CER Mime-DedeaCCO-VAL I1lD52020 114152020 11/11rim Appond Category: W nd- (941) 486-0100 (788) 315.2590 Subcaegory: Fbed kosowsMQpgdrduf6les.o OarWa ce MdMo& Gd6fcallonn AYrk or Lading am . g Aumrawd for UY AawavM fa Ues Isiah goo f in Militia: gl�.i= ANLI aQ 5 PWfi520 (Cage Means Impact) MarledtSeMad.�l- ed Vifirgow 0".2025 Yee Yes Yes N� Florida Department of Business & Professional Regulation Pegs (di Building Codes and Standards IR/202I Product Approval Application Detail Calif. edNv a Molls Yea � !'srOta Validatedar Ydilet d submitted1�.A®rslrm Adm,yed atahl: Redslonn 2020 AIaW. Nick Thompson Lyndon F. BonrNd, P.E Ryan J. King, P.E. IMSM20 10128,2020 11A22020 1 ZM52020 Approdad Category: Pend Yells (330) ga-2309 PE-43409 (813) 791-OMS subcategory: Sinks WhanpsonQattla.cem Compganu Mdhod Evaluation Report from A Fldnds Registered Architect or ■ Licensed FTaltia Prdeadond Engineer ,sea! Amrazedforllu aommmakEmn g la t It= 2wdomm Ima1i 21" l3Witat za 1 e. &pnd2T&qu*l scale Veal or Sdid .W Sofa 12131fMi No Yes No NIA 2 b, Equal.. "r"wo4 BcIll Vert or sold Wyl Bala Mird(121 No Yes No WA Florida Department of Business & Professional Regulation page l all Building Codes and Standards to m21 Product Approval Application Detail fete 1frmLg tide iota DOW pairsm Bit log version umtftctuw contact &drawaLkwm Voildd"by VWMatad 8Ubffitbd FBCAmmw ADWOV*l )atmM Revision 2020 Florldd Metal Produda ha Clerk Jams James L Bucked, RE fig Sloan M. Urich, PE 0g2Tr2020 09125r 10A4/2020 12MBI7020 Approved CMsgay: Roofing IBM) 763-0400 CBUCK Engineering (717) 317-0454 SubCalgo7• RooingA-asaries thatere an darwar o.00m P631242 Integral Par ofthe floofrg System Compaeice Marred: Evalualton Repot from a Florida R"MKM Archtect a a Licensed Florida Professional Engineer OUWteAwrM. Accrowed fg,lbe Amowd for Use lifiefield padifican BMA Product Model. N,,,I- Air 11- iW� No 33 3- FLAMCO&qud;RV lO Ridge Vent&gM; Nauruamu Vents for pitched roofs feamated 12731�1m24 WWA tom (I.Dw Aluminum Florida Department of Business & Professional Regulation p l / d1 Buildig Codes and Standards 11Mm2I Product Approval Applicatim Detail 2edt a wkz Zia lore case, B0.2Oa Des Aug: MIW- mNnoom 2209 axiouttavEm YaIWMr2L Yatmlted ta&MM FBCA-,,M Amused .sill R.wd. 20M 01" Protection Products. I.I.C. TM Robinson Water A TIN Jr., P.E. John W. K "WW h, PE olio m20 04A)MG20 10.012020 17AMAX APPowd cam": ashMers 1954) 609.7545 PE-44167 (954) TT26224 SubCategory: Storm Pads tins now ligppam.com Co1RpIlalKs Mdhad: Evaluation Raped from a Florida Registered Ar.Med a a Licensed Florida Prolenimel EhgMa - _.... - A Aoonevad to Use bum a02 RamatYoeelw.merawanM 6ldirItuidila IWCOQ BWrtllUla aWWel B■MI, 1 20 Gage Gel --rod St" starers P..IaAf W Co mgeled GeNanlzed &eat Storm PA..% repined 12,31,7021 Yes Yes Yes WA a not by trades to prowlBW wanoane protection. 2 24 Gage OaNArilaed ate! Storm Pw*MMHVHZ Cmugated Galvanised Steel Storm Panels retained 12MM1 No Yes Yes WA a not by tads to praAdo hu.iaaae protection. Florida Department of Business & Professional Regulation pass 1 all Building Codes and Standards 1 13121 Product Approval Application Debll Get ZrAky a 20 Zee Dee Bmdbt 20 Aral I■W- 1mMGkZ m 22= Novo Lailimae ougi M sv YWitired ■CMIted fHGd■mse ataum Redton 2020 Weyah-W Rob Baldwin ICC EVerrWon SeNce, LLC Ian Leber. P.E. 10/1 U2020 Applied For Castiay: Structural Co mponenta (253) 924-6478 (608) 819.32E8 Sbtaasgo7 Engineered Lumber Raba t.BaWwhQweya a, compliance learned: Evabden Repot fan a enaa.ean Product evW Mom ErNkN _. -- A-wad far Ur ... wom 22= Ila 1Wtiali 9LDMLUM 11Wiaat mts- I Miaaem LVL lemAWad Yana Lumber 03372021 No Yse WA WA 2 PaMllsm Pat. 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YaIddd Its V9qddW Subra.ed Ede A-.W ARCMVW RAvHion 2020 MI Minders and Dols &ant se iag•r Luis R Liras, PE at- M Unon, PE I O sr= 10060020 MMUM20 12M62020 Approved Category: vw.,.- (717) 365.3300 PE-1 014 (717) 317-8454 subcategory: Mudois bs0ayerQfmad.can Cabpllak:s Method: Ewluaban Report fan a Florida Registered ArtlMedt or a Licensed Florida Prdesatanal Engineer AMBMMrIatlte A,,r,-dlacYa ImWi IttWa a" gotuLsokloRLRO IWIM gomano AMU= dautMn 2 5794 Vertical Aluminum Muam 123f2024 No Yes Yes NIA Florida Department of Business & Professional Regulation Pep i d2 Building Codes and Standards 1A rm21 Product Approval Application Debit Colt flats Bra Dab PWMIW dare In Yam- 1eo110attgK SaaNat )■tlMa6Ltarw Vdiddadav VatMOod ed Pacmilra!■ Absolvarsad 4■ua RrA4alon 2020 GAF A9duel Steh Robert M ft- John W. 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GdvenieedSbal Storm PanW 12312021 Yea Yes Yes WA Florida Department of Busiew & Professional Regulation P■te/ of Building Codes and Standards 117M Product Approval Application Dail cab Billy L 291 Btu Dab Prism gig ma molm tfKWD" M 220= lmlltatYmu YwA t48 xwwm ffiMVM PffiA■mnl ADW-d awn R.A- 2020 CAST-CRETE Usk LLC Craig Patint, MMna-Dada BOLO- CER MiemFD.M WW - VAL I WOM20 1NY742020 11271m20 Appoxd Cateacei structural Campmants (813)621.4841 (T88)315.2390 AOCdegorr Products MrodusW Are Result of cpenimQmdade.- Nw Technology Yadw4, C.ftWIon Mart a Listing g Oudate Assurance Mortared to Ulm A/nrov.dforUse au 8 gookidgulouNLRO lulgiJi guodmim Belle el PmYn t NO Warren Conrobe LMMs 4. 6. A. end 121nch wide IIMals Q W2t2022 Yn Vas NA - WA Florida Department of Business & Professional Regulation P.ss 1 a 1 Building Codes and Standards 1151M Product Approval Application Detail 99& WAS, or pot, Finagler, Met vwww 1hnura cb carriedm a uedra Vaadalad by )Ml ddw d F e� a B" Rerisien 202D MI Windows oral Does grant Stinger Amenosn Mchaodurd Strmn M. (rich, PE 10KIM2020 lona2m 1gNa2020 Approved C.tll"ry: wrailws (TM 3653300 MarNbalroro %tacWl. (717)317.8454 eutiCaleWry: Haagnal Order bdlkngerQmWd.epm 0-oft AM Mdbad Cartifca M kbh or Lading amewA■aaora Assrgadfsrflg affimn mat IMud bit oaf WA M Brskis MY R SUM M P- i He 188 Ft, and Fbnps Frame 73.62 Ins fated Glen 07/18/1024 No Yes No +5511s6 Florida Department of Business & Professional Regulation P.ge 1 d1 Builing Codes and Standards IMMI Product Approval Application Detail reds. SnOW or b, 20 peltFWXRM Dale in YfOYoo AMMO M glad anuffi .iUMU xvioLk NOW ANOMM EagA■ra1mL Accorded anti AimW. 2030 POT Mdu.lrbs Jens Rosowdd MbmFDsde ECCO - CER Mlarr&Dade D=- VAL 1 UO3/2020 11A5rim 11/11/2020 ApPorvM Category: Wndows (941) 49"100 (786) 315.2890 aWCdsaew. MiNloris Jrbrowskl"miusids c OarPterla Maenad: Ce WOM Mark or Ufbe on Sea! OW W As.ara. $gym lam Amrerd 1a12A4 $erdtl!lAiP for Ue. � RWNLW 2yy� Proem 1 Milani far M Doran dui Winders #Jwftm Muslim 05282028 Yes Yes Yes WA Florida Department of Business & Professional Regulation pge i d l Building Codes and Standards 1A2o21 Product Approval Application Debt SMA Musky or 2111e iota DKO Ranging, iota ma Y■dl IY01d[MtstS contact Ytubmbe addled abrnnw J7GAMMM AsmYed male R"MW 2020 TAMKO Btadkg Predwb LLC Kent Edw Rabat NlsmtMm Jon. W. oMwe4m, PE 1"I2m 097292020 IOM202020 12MNm20 AppravlW CaNOW Roofing (417) 824.8844 PE-59IN (tap 772-0724 subcategory: Undaraymotas kantedarQt.mko cram Ceopl n Mothar Evduatkn Report form a Florid. Registered Architect a e Licensed Florida Professional Engineer r _ product parearlodon centered, Explaillon Did, Approved for Uw Aoaowd I1 11M Oaddd for Use NM Indeed Afeiraa, Italian Emel, 1 TAMKO Roof UndedaYmanb(HVHZ) RoofunMnaynapte for use In FBC HV14Z 10M820N Yes No WA NIA pelede6aa. 2 TAMKO Roof UncarbKnents llWN-M/HZ) RoWunMslay.n.b for use in FBC non-HVNZ 11WI92021 No Y. WA WA 8urbdclons. Florida Department of Business & Professional Regulation pace, 1.13 Building Codes and Standards U713021 Product Approval Application Debit f8de awayar bra MIA 01"Pao.m no ion Visaftm umukmrw eat" 1Milifirsiddrlullaaasa Valdatedit vwwmed t8emled FBCAporcvY A■uYed mam R.Ndon 202D Bea! Robert; Andenm Rabin IAPM0 undrm Evdusdan Gary W. Worker 1IA3/2020 /1A2OM 1105=20 APOraved Category: Raclin (601) 390-0081 Services U.C. (205) 854-0100 sibCaagory. RaWng Ten RobiNNdanasQOorN.a Canpilarrce *~ EYehWm Report fan a m Product Ewkabai Eddy CLEMA■saMd Anifiroared for!!M Approved WUN Oft iMtla a d t 1A 9eaanY • aridM, Smile. Celnoy Bets, SPIN OM .0. Rat PMMe- Daava, CO � y N/A� Thelon Eernp; Impact 17 Smmy too - Sete, MMke&amp; Sple asnke Hat Proni.-goat., CA 123/2020 No Yes N/A N/A 16 Saxony WO- UMW. Shake hemp: W Shake Fist Profle-RIM CA 12312020 No Yes N/A WA 19 70D- SMks, aside 0damD:*6 She" Fist Profit*- Stockton. CA 173132002200 No Year N/A WA 20 BSaxony Santo NO Yes N/A 27 T aWWla bfp.ria /B.rcelanaIX MpO Prato - Kdy, TX i2372020 No Yes N/A WA 28 Va. law P.M - Key, TX 12312020 No Yon NA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I d I t/Ft= feat 1'AI4 ar Data an Dab PNMKM let Ama YfWm NMU&CIUW garai Validated tit vwkilm ftOMiftd FBCAmwd AMMV$d letide RWWn 20M ApbW Baton Leib ICC eveNabN Bella. LLC Meant M. Ranler, PE 19G11m20 10222020 11A512020 11.0'Ym20 Appavad Category: Structural Carponems MII71W377 (407)681-1917 &bCabBo7- Truss pasta swalteekbstw.com Celnplera Method•. EvW Mlm Repo! fan i Product Ewbanon E*W .Qually Assurance Amayed for the Ans rgved for the deal 8r■rC 2tMialm QDaElaAga agmaa 1o111wi2 guwdLlm ROM= e■ = 1 rrw scampine Now Maurige, (H aerrp; S) Metal Oanecter Rate 12312024 Yes Yes, NA WA 2 ITW BCGPJ*e Hmgs Plot. MAal Come.ta Plate 1231fM4 Yes Yes NA WA 3 ITW Boom". Traitor Msbl Cornada Rate 12/3IrM4 Yes Yes NA NIA 4 ITW Scompks VY.w Mehl Coarecta Rale 1231=4 Yes Yes NA WA Florida Department at Business & Professional Regulation Page 1 d1 Building Codes and Standards WWI Product Approval Application Debit fladL RomLer bet, bra 20LBdalm Zia Amt VaW- NIWDQM 20&A EDW OKAIIt■M Xedda w Ywwed abom FBe Amravd Aopro7utl iltilu Revision 2020 CAST.CRETE Uak LLC CMIg Parfbo MiWrJ-Dede SCCO - CER M.M-Dade BCCO- VAL 112061M 10371m20 1IMM20 APPWod Catem: structural comweris (813)421J511 (786)31S-2590 BrbCaM8e7- Pradkds Introduced. a RwA of epdnlroQciell-wean New Iradmalgy once Mdhad: CaUtc Wei Wit or Uslin compliance g 9NOXAVAUM Managed Asa UM Acedrodard far Um a" 22mm Product Manhattan conked EM**IM paw In, "VNr outside MhM MAJIMM Id-ne 1 Fagh Sfsngea Cmerde ur"w 4, 8, 8, and 121n4h wide Ilntele 0521RM Yes Yse NA WA N N L Cn M N a.-• M L N Q C O O CU -0 LL O `v O CUV/ C OICU O CU O -0 M p > M E O y /�� ii 0 .a /� /N� (n Q ZZ CID a.+ > >` 2 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30l2020 Simpson Strong -Tie 2020 FBC Approved Products Opdated+2/JOf2020 ®Simpson Strong -Tie 2020 FBC Approved Products uaatea+� Simpson Strong -Tie 2020 FBC Approved Products Updated 12/39/2020 Qw O 2 For diect Inks lo all 68T approvals listed below, CLICK HERE. For direct Inks to all SST approvals sited below, LUCK HERE. For direct Inks to all SST approvals listed below, CLICK HERE. Fa direct inks to all SST approval listed below, CLICK HERE. c V For additional Information regardnp Florida's Statewide Prodad Approval System and Math -Dade County Nike of Acceptance (NOA), CirrK us:Rc_, Fa additional Information regarding Florida's Statewide Round Approval System and Mami-Dade County Notice ofAccaptanoe INOA), CLICK HERE, Fa addtbrul Intonation regarding Flab's Statewide Product Approval System and Moran -Dade County Notice ofAcceptmree (NOA), n_rr_K peRE Fa adabnal Infamatlon regarding Flaids s Statewide Raduct Approval System and Marty -Dade County Nike of Aeceptanee (NOA), C! rCK-u.EaE, _ _ 0) U (q +0 FL112336-117 FL./f 0446-RB FL#1048B-RB 11 HUB, HUSC series hangers Face -mount hangers available in widths ranging from 1-56" to 3- =3 (u cu 7) g/l W and heights ranging from 4-5/16' to 11". Concealed flange O AMI Product Model. Number or Name Product Description j)� Product Model. Number or Name Product Description �1 Product Modal, Number or Name Product Description version (HUSC) available for models having width equal to or 1 Then StainlessSeel Concrete 8 Masonry Screw (TTN-SS) l/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3-9/16". 2 0 L.. 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-70'to 3- O Q c 0 3 AP844, APB44R, APVBW, APB86R, APB88, APB88R, APB1010, APB1DIOR, APV844, Outdoor Accents Post Bases 3 CS14, CS18, CS18, CS20, CS22 Coiled Straps SM' and heights ranging from 9-114" to 16'. C: O �.L FL#SWB-RB APVB44R, APV886, APVBBBR, APVB88, APVB88R, APVB1010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.83SDS, LGU5.25SDS Face -mount hangers O r %+- 4 APDJT2-4, APDJT2R-4, APDJT2.8, APDJT2R-8, APVDJT2-4, APVDJT2R-4, APVDJT2-8, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/tension Strap 14 LU24, LU28, LU28, LU210 Face -mount hangers (a O > Product Motlel. Number or Name Product DescriMion APVDJT2R-6 6 DSP, SSP, TSP Stud to Plebe tie 15 LUC26Z, LUC21 OZ Face -mount hangersO 1 SD10112D88 Outdoor Accents Connector Screw 5 APHH48, APHH46R, APHH810, APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H25A, H3, H8, H7Z, HIS, H16S, H18.2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9f16'to 4Cj) E L 2 SD9112, SD9212, SDI0112, SDI 0212 Strong -Drive SD Connector Screw 8 APL4, APLB, APT4, APTS, APVL4, APVLB, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/W and heights ranging from 3" to 10.15MU'. U)O CUQ 3 SD9112SS, SD9212SS Strong -Drive SO Connector SS Scrap 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.83SDS, MGU525-SDS, MGU5.50-SDS, MGU5.62SDS, MGU7.00-SDS Face -mount hangers (U C -6.0 �- 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF228W, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2-2SDS3, HSS2-3-SDW, HSS4SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-911W to 5- U Q SDCF221134, SDCF221334, SDCF271958, SDCF272368 9 CBT2Z, CBT4Z Concealed Beam Ties l l HST2, HST3, HST5, HSTS Straight Straps IIV' and heights ranging from a-15M6' to 19-10. 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 MUS28; MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDH2 Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/1&'to 3-9/1Wand heights ranging from 3-1/18'to 13-3J4". 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FCB Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25800, SDS25800 14 FWANZ Foundation Wad Angles 16 LSTI49, LSf173 Straight Straps 2X and 4X models; only acute flange is oonceaked. 8 SDS25112SS, SDS25200SS, SDS25212SS, 5DS2530OSS, SDS25312SS Strong -Drive SOB 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 1-9/1(r' bo 9 SDWF2718, SDWF2720, SDWF2724, SDWF2728, SDVYF2730 Strong -Drive SDWF Floor -to -Floor Screw 18 H2A, H2.5T, H6, H10A-2, H10S, H14, HGAIO Hurricane Ties 18 LTS12, LTS18, LTS18, LTS20 Light Twist Strap 8" end heights ranging from 2-5/8" to 11-1/4. It 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH8 Header Hangers 20 MST27, MST37, MST48, MST80, MST72 Straight Straps FL#10007-R8 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10687-RB 20 1.30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC68, MSTC78 Straight Straps AN!" Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC6683 Pre -Bent Straps j Product Modal. Number or Nema Product Description 1 ATR318, ATR1/2, ATR5f8, ATR3f4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skevaable Angles 24 MSTI28, MSTI38, MSTI48, MSTIeO, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16 to 7- 2 ATUD5, ATUDB-2, ATUD9, ATUD9.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair ginger Connector 25 MTS12, MTS18, MTS18, MITS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-1/8" to 30". 3 B133f8-2, BPI/2, B131/2-3, BP5/S-2, 13135/8-3, BP3/4, SP3/4.3, BPRTUD3.4 Bearing Plates 24 LSSJ28LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21 OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10.12, NCA2xl2-1 Z NCA20-18, NCA200-18, NCA202-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW3/8, CNW1/2, CNW5/8, CNW3f4, CNW5/8-1/2, CNW3/4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210.2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-14'to 24". 5 CTUD65, CTUD85, CTUD66, CTUD75, CTUD76, CTUD77, CTUDB7, CTUD88, CTUD97, Coupling Take -Up Device 28 LTP4, LTP5 Tie Plates 28 RPSIS, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/210 3- CTU098, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N8 Heavy Hex Nuts 28 MMH 8 Roof Tie -Dawn 30 BPI, SP2, SP4, BPS, SP8 Stud Plats Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUD5, RTUDS, RTUD7, RTUDS Rstohefmg Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/Wand heights ranging from 9-1/4" to 24", 8 TUD9, TUD10 Take -Up Device 30 MMLU28, MMLU25.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Strad Shoe 5 EGS, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 STU, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6238 Straight gaps 7/8" and heights ranging from 11"to 32-117'. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST3 Roof Tie -Down 34 TI320, T827, T830, TB36, T842, TB", TB54, TB66, TB80 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/6' to 7- 11 URS4 I/2" Uplift Rod Run Tedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWBI0, TWB12, TW'B14 Wall Bracing 1/4" and heights ranging from 11-1/4" to 32". 12 URS5 5/8" Upti t Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers avail" in widths ranging from 3-1/4" to 6-7/8" 13 URSB 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W8106, WB106C, W8126, W8128C, WB143C Wall Bracing and heights ranging from 8-112" to 281. 38 Z2, Z4, Z44 Panel Stdhner Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/W and heights ranging from I I" to 32". FL111044146 FL#10881-115 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#10447-R5 117 and freights ranging from 8" to 30". SA221 Product Model- Number or Name Product Description Soa # Prodnnct ModoL Number or Name Product Description 10 HGLS series hangars Saddle hangers available in widths ranging from 5-1/4" to 8.78' 1 DTT2 Holed -down Sec # Product Model. Number or Name Product Description 1 C81,12.374.5, CBH2.37x7.83, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC10l4, HDC10/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/iW to 3-9/le" and heights 7/8" and heights ranging from 7.1/7' to 37'. 4 HDU2, HDU4, HDUS, HDU8, HDUll, HDU14 Holddom 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 3-114'to 7- 5 HPA28, HPA35 Sirap-style purfin anchor 4 HCPI.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5.50SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/W and heights ranging from 14" to 33". 6 LSTH08, LSTHD8RJ Strap-styls hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25J3.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors BIDS, HGU9.OD-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16'to 3- 7 MASA, MASAP Foundation anchor strap HHRC88 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-516' ro 7- 9/1 &' and heights ranging from 18" to 26'. 8 MPAI32, MPA144 Strap -stye purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3M" and heights ranging from 5-5/18" 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-SOS, HHGU5.62-SDS; HHGU7.00-SDS, HHGU7.25SDS, Face -mount hangers 3.9/16' and heights ranging from 5-318"to 13-I/8". 10 PA118, PAI23, PA128, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Sopeabe/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, STHD1 ORJ Strap -style hold-down 9 TBE4, TBE8 Truss Bearing Enhancer 8 HHUS20.2, HHUS28-2, HHUS210.2, HHUS48, HHUS48, HHU3410, HHUS5.50MO, Face -mount hangers 1/2" and heights ranging from 3-7/16'to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or I THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed facia -mount hangers available in widths ranging from 3- greater than 2-9/18". THAC422, THA428, THA422.2, THA426-2 lf8" to 5-1/6' and heights ranging from 4-3/4" to 15-3/4". 18 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THAI1.81r22, THAl2.06M, THAI2.1/22, THAI222, THA1322, THA13522, THA1422 Adjustable Truss Hanger Sized for Waists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5-3/8" to 2W. 13 THAL42Z 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, LTHJA28, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU28-2, HTU28.2, HTU210-2 Facia -mount hangers It7 and heights ranging from 5-3/8" to 37'. 15 THJM2.4-SDS3, THJM2-5SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116'to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16' to 3- 16 TSBR2-24 Truss Specer-Restraint 1/2 and heights ranging from 2-7/6' to 19.114". Concealed flange 518" and heights ranging from 9-1/8" to 16'. 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9118" and heights 18 VTCR Valley Truss Clip greater than 2-9/18". ranging 9 9 from 5.3/$" to 7-1l4". 10 HUCQ1.81/9-SDS, HUCQ1.81111-SDS, HUCO210.2SDS, HUCQ210-3SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available In width of 1-9/16' and heights SDS, HUCQ410SDS. HUCQ412-SDS, HUCQ5.25/9SDS, HUCQ.5.25M 1 SD8, HUC0610- ranging from 9-3/16" to 13.118". SDS, HUCQ612SDS ■ ti CU Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3=020 Simpson Strong -Tie 2020 FBC Approved Products Updated t2rWQ020 Simpson Strong -Tie 2020 FBC Approved Products Update! 1250=0 For direct Inks to all SST approvals Istad below, CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE. For direct Inks to all SOT approvals bled below. CLICK HERE. For direct inks to ell SST approvals listed below, CLICK HERE, O For additional Information regarding Fladds it Statewide Product Approval System and Msmi-Dade County Notice of Accep■r� (NOA), n Ir_r ucv E. For additional information regarding Flodda s Statewide Product Appoval S�atem and Marts -Dade County Noti a dAoceptence (NOA), QUO HERE. For additional Information regarding Flafds's Statewide Product Approval Syaem and Mimi -Dade County Notice of Acceptance (NOA), Gl J fsK YERa: For additional Information regarding Florids's Statewide Round Approval System and Mari-DadIr_K H e County Notice of Acceptance (NOA), g ERS 21 LB series hangers Top flange hangers available in width of 1-9/1Wand heights FL#114SMS 18 SrLBV1.58, S(LBV1.81, S/LBV2.06, S/LBV2.37, S/LBV2.56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ■ f_ ranging from 53W to 15-lf8". S/LBV3.56, SILBV3.62, SA-BV4.D6, S/L8V4.12, SfLBV4.28, S4-BV4.75, S/LBV5.50 6 Strong -Bolt 2 (ST82, STB24SS, ST924ISS) 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 J20 Product Model. Number or Name Product Description 19 SILTT20, S/DTT2Z, SMTT14, HTT4, HTT5 Holdowns steel and Types 304 and 318 stainless steel ranging from 9-3/18" to 13-lf8 1 HHUS2103, HHUS21 D-4 Joist Hanger 20 S/MSTOO, SJMST72 Straps 118 mg (10 go) 7 Then HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSBSS) Titer HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRSB, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plata Ties available with hex head in carbon steel and Types 304 and 318 7/W and heights ranging from 9" In 331r2'. 3 HUCO210-2SOS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steal, 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 8- 4 THGB2, THGB3, THGBH2, THGBH3, THGI3H4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/7'. 5 THGQ2SDS3, THGQ3SDS4.5, THGQH2-SDS3, THGQH3SDS4.5, THGQH4SDS6 Joet Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (rHD37634RC, THD50834RC) Titen HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16' to 5- 6 THGW3-3, THGW3.4, THGW43, THGW44 Jost Hanger 25 TX37 Truss Jack Connector 9 Tien HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete ■ _ 1/8" and, heights ranging from 9-1/4" to 24". THD50234RH, TH010212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9f16' and heights 10 Wedge -All (WA) Wedge AA Anchor for masonry ranging from 3.3/8" to 74/8". FL#11473-R5 FL#13904- 27 RR Ridge raper connector 28 WP series hangers Top flange hangers avellebe in widths ranging from 1-0/18"to 7- AW Product Model- Number or Name Product Description sec z Product Model. Number or Name Product Description 1/8" and heights ranging 9-1/4" to 32". 1 DETAI20 Double Embedded Truss Anchor 1 CCQM3.82-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82SDSG, CCTOM5.50-SOSG, CCCQW.82SDSG, CCCQM4.62-SDSG, 8aa # duct Modal. Number or Name Product Description 3 H16, H163, 1-118-2, H18.2S Hurricane TieCCCQM5.5OSDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#1086o-R5 4 HETA12, HETA16, HIFTA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.82G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HETALI6, HETAL20 Embedded Truss Anchor ECCU_CMD4.82G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.82G- 3 SET-XP SET XP High -Strength Epoxy Adhesive for masonry S� # KT, ECCLRQMD5.5OG-KT Product Model. Number or Name Product Deesriptbn 8 HGAM10; HM9 Masonry reedit connectors 4 Strong-BoR 2 (ST62) Strong -Bole 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA88, ABA68R Adjustable Post Bass 7 HHETAIB, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5-5, ABUS-6, ABU65, ABU86, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3SDS2.5, LGT4-SDS3 Girder Tiedovm 4 LGUM28.2, LGUM26-3, LGUM284, LGUM28.2, LGUM28-3, LGUM28.4, LGUM210.2, Masonry Seem Hangers 8 Titan HD (THD-H4SS, THD-HBSS, THD-CWSS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU1010R, ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210.4, LGUM4e, LGUM48, LGUM410 or 318 stainless steed with hex head, and 316 starless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW411RZ, ABWe8Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, MEfA20, META24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12/11.25, MBHA3.58/7.25, MBHA3.58/925, MBHA3.58/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC6, ACBR, ACES Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM80 Strap Tie for Masonry M13HA3.58f11.88, MSHA3.56/14, MBHA3.66/16, MBHA3.66/18, MBHA5.60/7.26, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BCBR, BC8, BCS2.214, BCS2-3f6 Post Cap 12 MTSM16. MTSM20, HTSMI6, HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.50/11.25, MBHA5.6O/l l .88, MBHA5.50/+4, MBHA5.50/18, O 6 CB44, CB48, CB48, C1366, C868 Embedded Column Base MBHA5.5OM8 7 CBS044-SDSZ CBSQ48-SDS2, CBSQ86-SDS2, CBS086-SDSZ CBSQ88-SDS2 Embedded Column Base 8 MSHU3.58t9.25, MBHU3.56/11.25, MSHU3.58/11.88, MBHU3.56M4, MBHU3.5WI6, Masonry Beam Hangers FL#18987-R3 ^W' 8 CC, ECC, ECCU Series Bolted column caps with WI ranging from 3-1M" to 9.1/7' and FL#114B8-R5 MBHU3.58f18, MBHU5.50/9.25, M91-11.15:50M 1.25, MBHU5.60/11,88, MBHU5.50/14, s i... W2 ranging from 3-5/6' to 7-ltZ' MBHU5.50/18, MBHU5.50/18 101 Product Model. Number or Name Product Description 9 CCQSDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-1/2" and $gqE Product Model. Number or Name Product Description 1 X34131018-SK X1 S1018, XI B101 OAK XQ1S1018, X01 B10104K 010-18 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 ' W2 ranging from 3-5W to 7-1/7' 1 DTT1Z Deck Tension Tie Drill Point v, 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13976-RS 2 XLQ114T1224, XL0114B1224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPS44, EPB46, EPB66 Embedded Post Base 3 HD3B, HD5B, HD7B, HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Had CU 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-3/4 Tension Ties Rag, # Product Model. Number or Name Product Description 3 XMQ114S1224, XM0114B1224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCB44, LCB65 Embedded Column Base 5 LTT19, LTT208, LTT131 LightTenson Ties 1 SDW223W, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SOW22838, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex O 14 LPC4Z, LPC8Z Light Post Cap SDVY22634 4 XQ114S1224, X01 I 481224-2-SK XI14SI224, XQ1I2S1224, XQ112B1224.2K 012-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with # 5 15 MPB44Z, MPS86Z, MPBB8Z Moment Post Base 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw D60 Point L 16 PB44, PB44R, PB46, PB66, PB66R Embedded Post Base FL0113621145 3 SDWHI9300DB, SDWH19400DB, SDWH19SOODB, SDWHII9800DB, SDwHI910OODB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016, XU3481016.5K #10-18 Strong -Drive XU Metal Seff-Drifling, Tapping Screws with Q 17 PBS44A, PBS48, PBS56 Embedded Post Base 4 SDWH274000, SDWH27600G, SOWH278000, SDWH271000G, SDWH27120DG Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBVB, PBV10 Round Post Base Seo # Product Model. Number or Name Product Dowrictiort 5 SDWS16212, SDWS18300, SDWS18312, SDWS18400 Strong -Drive SOWS FRAMING Screw 19 PC44-16, PC46-16, PC48-16, PC64.16, PCWIO, EPC44-16, EPC46-16, EPC48.16, Post Cap 1 SB5/8u24, SB7/BIQ4, SB1x30 SB Anchor Bolts 6 SDWS19800, SDWSl9712, SDWVS22400,SDWS22500,SDWS22512, SDWS22000, Strong -Drive SOWS TIMBER Screw (Interior Grade) EPC"16, EPCM16 2 SSTBi6, SSTB20, SSTB24, SSTB28, SSTB34, SSTBW, SSTBI6L, SSTB20L, SST624L, SSTB Anchor Botts SDWS22800, SDWS22gW, SDWS221000, SDWS221100, SDWS221200, SDW=l500 FL13632Q-RO _ 20 PC4Z, PC4RZ, PCBZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCOZ, EPCBRZ, EPC8Z, Post Cap SSTS28L 7 SDWS22300DB, SDWS22400DB, SDWS22500DB, SDWS22900DB, SDWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS2210DODB Saa # Protluct Modal. Number or Name Product Description 21 PPB444Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB48, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13072-R4 9 SDWS27300SS, SDWS2740OSS, SDWS27500SS, SDWS276OOSS, SDWS2780OSS, Strong -Drive SOWS TIMBER SS Screw 2 FCS43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.6 Bypass Framing Ftrod-Clip Connector Tt SDWS271000SS, SDWS2712OOSS 3 FPHSD34S1016, FPHSD34B101e, FPHSD34B101a-5K, FPHSD34Sl214, #10-18 and #12-14 Soong -Drive FPHSD Framing-to-CFS Self- VO ,%4Kf Product Model. Numbar or Name Product Description 10 SDI WI3400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD3481214, FPHS03481214-5K Drilling, Tapping Screws L� FL#fO986-R5 1 CMST12, CMST14, CMSTCI6, CS14, CS76, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 Seel Framing Connector 2 HRSB, HRS8, HRS12, FHA8, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, Soaps 97 mil (12 go) 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC6.25, MSSC226, MSSC4.25, MSSC6.25, Seel Stud Connectors Bea # Product Model. Number or Name Product Description MST148, MSMSO, MSTI72, S/MST27, S/MST37, S/MST48 MSSC4.25KW, MSSC8.2$KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HfTS28, HTS30, HTS30C Heavy Twist Stream FLS153934t3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Well Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LSTI49, LSTT/3, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mg (18 go) 7 SCB43.5, SCB45.5, SCB47.5, SCB49.5, SCB411.5, MSC845.5, MSC847.5 Bypass Framing Slide -Clip Connector '^ 3 GH46-6, GH4", GH4M, GH48.8, GH410-6, GH410.8, GHe", GH66-8, GWA-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, Sr2115, ST2215 Straps 33 mil (20 ga) •?l, PCBduct Modal. Numhar or Name Product Descriotlon 8 SCS3Z5/97, SCS62-SM7, SCS62-5/118, SCS82-5/118 Bypass Framing Connector /V�/ 8, GH610-8, GH610-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 1885, AS 18S8 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Sgde-Clip Connector `{,/ 4 GLBSA, GLBSB, GLB5C, GLB5D, GLB7A, GL87B, 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, NWCIO.25 Seel Joist Connectors M 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GBLT620 Glulam Bearing Pkits 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.516 Bypass Framing Sfide-Clip Strut Connector s..aa a 8 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA30, ST6215, ST6224, STU, Sr12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HOT-3, HGT-4 Heavy GkderTiedown 10 MSTC86, MSTC78, ST8236 Straps 68 mil (14 go) Screws LJJ 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01 S1016, XQ1 B1016.4K, X01 S1214, X01812143.5K, X078S1224, XQ7881224-3K, #10-18, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling 9 URFP Universal Retrofit Foundation Plata 12 SM1.56, S/B1.81, S/82.06, SB2.37, S1B2.56, S/B2.68, S/83.12, S/83.58, S/133.62, S/B4.06, Top Flange Joist Hangers F1.01573044 XQ11481224, X0114B1224-2.5K XQ112S1224, XQ11281224.2K, X3461016.5K Tapping Screws Q SB4.12, S/84.28, S/64.75, S/B5.50 XiS1018. X1B1016-4K X1S1214, X1B1214-3.5K 13 S/BA2.12(8, S/BA2.12/10, SJ3A2.12 I2, S/BA2.12/14, SJBA4.18/8, S/BA4.1 all 0, Top Flange Joist Hangers 1111110 Product Model- Number or Name Product Description Z S/BA4.18r12, 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 assembles Q 15 S/HD8S, S/HD8B, S/HD10S, SMD10B, S/HfD15S, SMDI5B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded surds, and assemblies 18 S/HDU4, SfHDU6, S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 -� 17 SUCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete 0-- SHEET NO. PA 1,2 4 rl