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HomeMy WebLinkAbout39852 Harvest Creek LnALL WORK SHW,1 , " E ,N WITH. P EVAILNG C 4.r.' FA Y. Li L F 1 REVIEkAl DATE °2 s Lis CfTY',)F E,'PH,lI 'iHl' I PLANT EXAMINER__ ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.Q.M. Face Of Masonry RAG or Rag. Return Air Grill AFF orA.F,F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rind. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling 1NSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) ` DTL Detail MW or MICRO or Micro, Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W. LC. Walk-in•Closet FDN or Fdn. Foundation PLT HT or Pit. Ht Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3- PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS --T ® — -- 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 1941 MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 0 N N N ��5�';Illllfpd o L E 1-'VkQ i J c OF = • 4u ���/tf111111��, 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. df W N vE� O OM 8 r- N � it '5 J LL ® N 7 00 VV) rn�r Xt u W Ewa B M a Y CLL CIO a W Z L N V L + O (D 0O O W O W W C4 ¢aK Z_ N MZ a ern O Q O U � V) Z W U ❑❑❑ V M � z N o o z N IR z o � J — U) � /,. M z lD C W , \J o + V O W — N U E — W Iji'I U 0 ¢ m 14 to, o w co C-')0 z a Z c6 E zo , ao E ° ¢o z® 0WX [6 F— — g o< 00 0< O E O L 0 w zo Qo az j _ C Y Nm m0 O z Zj a� U i J 011 aW g Z mom N CL> o4 Z a0 N W U ao d= �k �3 aQ }o Millo ti? a .0 o = > L() rn m L c C0 •> CN � Cr C:) C m U r 2 N � f ' CV CY) 00 N r ai c ��r ` M Z m Z v E O v; m a U Q p � JOB NO : 21-4278 SCALE : AS NOTED SHEET NO. C S ;t A S3 I OWNER'S SUITE 8'-0" CLG. CARPET U) 60 c.4 OU) M 1 T-8" M0 w Joo G 00 S3 (3) 2x4 #2 SPF w/ `� DTT2Z @ BASE TYP @ 1 STORY 1 5'-118" I 4'-0" ~I O = I M 2:12 VAULTED CLG. n I 65'-0" 55'-10" k6" SH a� - - - - R&S----- BUILDER TO 1----------- 36 DP: f N PROVIDE iINE W.H. APPLIANCE - O PROTECTION I W. I C. WHEN REQUIRED 2'-6" I PER FBC I �- - 8'-0" CLG. MTV TI, E CARPET T W 2 CAR GARAGE as 8'-0" CLG. 3 I I 0,- -- - - --r3 7'-8" 20'-Og 0O - HANSON I p o BOX @ 36" 11�EDGE OF SLAB 2" I A.F.F. BEYOND WALLANIMISM 00 S I O cc K b> 60"x36" DRYER VENT S3 N PHOWERI HRU ROO I O _RG SS 4-- -+ M --- &5----- ��-� I r, ROU D I /l I I x TP PT. W I OPT. D -�- 0 I/x cal NOTE: FINISHED -N u� Q �I WALLS TO BE Ile AHU '� L J I FLUSH. VERIFY IN FIELD. N ILE - --- i K CC D ---I- S3 (3) 2x4 #2 SPF w/ S3 FAMILY RM R.A.G. 9'-4" CLG. CARPET ' 23'-8" in T-10" 7'-8" I I I i _ R&S 4'-0" 1 V-78" 6'-10" iv 4'-7„ 8'-8" N - 5068 B.F. j 1 OPT. 1 I -----______---- - REF.- BEDROOM 2 PATIO CAFE �' ---- ,� F---i I $'-o"CLG. Ci VAULT. CLG. �� - D.W. i 00 `D I CARPET O 00 CARPET I cv > U 'L _ _ J 1B i SI K w/ ISP_ I _' � i 21'-2" ! 2'- ' 2'- ' 10'-4" - - i� � � DTI E NP 6� , NTRY l a. G) �'�wF W T L O ,6,AC � 3fi ' -- S6T11 ' r PA]Ill i� - - - - - O ---T � 16" DP H.B. 25-SH EGRESS O A S3 DTT2Z @ BASE S3 I� CL . 10'-1 g" I -HDR AT 74" - 2668 �cD 14'-6" 0 BEDROOM 3 8'-0" CLG. CARPET 10'-41' 15'-10" w I� m I o0 I � I 25-SH EGRESS O TYP K GARAGE I S4 OPENING I I I I I 1 nemx��nran�womnwm 4068 B.F. � �BEDROOM �r CARPET / FIBERGLASS SURROUND C� 19'-6" TYP @ 1 STORY A S3 fib v 0 0 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1 /2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 314" X 16" LVL 2,0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 S.H. 13 20X38J 184X37i S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 -1 X 62 S, H. 16 20 X 72 18 1 X 71 S.H. 111-12 271/4X26 26X25 S.H. i H3 27 1/4 X 38 26 x 3711 S.H. 1H4 27JX50i 26x50 S.H. 11-15 27aX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S. H. 26 37JX72 362X71112 S.H. DOUBLE 2 WIDE 75" TALL 73 z WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. aTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement.of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH Aiiiiii NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) I 1ST FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA 1936 1936 416 20 2372 I INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4'=1-O�r GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED N 0 N CV N co 0 P .. k0 -le SF••'•6�`� Nol'�%8750 �•' OF �441 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 An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W 4 E 0 8 co x � p N N J N LLL 0 m J 06 e0 a) LL W p! a u)N0 J CL LL a Y co q JLLLL a Ly 3: 0 r� _Z 0` N 0 _0o � (N co d' O J L W LL U5 ci a EZ Z O O U U W ❑�❑ V M � z N M o g z C 10 z n J U) N N z a j� cj,� E wFE G) _ g O L N. c w� 1"- J E _ URi ...,.. = w W < �w CM M o 0 S Z U :j_ E �o 0 os Zo Q N zo CK3 3 U a� 0° Q OQ O CV azz o wz w L (� CnY ¢ o Z m g O Z� z J ate° �z op Z g3 LL d �w o �o O co wa za I F o3 y O > Lo O C m co 2 co L c CU cc U C in U = N � T O = Cfl CV 0) LO N LO r w 00 rn M r .. o ca N 6 Z Z E O E ll U J Q Q J JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. 1 CV O N CV N S/SIAi9i1�� CD O V• 7yp• e w M • ti 0 F • ICJ ,. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M 10 srt +r r` r o E 00 p M 8 (0i� tk N C)1 �6 M ® ID t� 7 N N k LL Qaj OUj . LLI LL' c7 C 22J In V7 LL UL iL LU � Z J L FaC°' 3:0 oO t c6 O F- K O W 02M_p C/) a LLry ?' 00 IL IL u) M z K u7 O Z N O U U W El0E-1 V M z N M O 00 Q o G h N M z � � o 4- (U v w � m U Q 0 N �(� w o r Cl) c O y C U) Q N m C CD W co M o Z LL' Q E o F o Z 0 ❑a ca ♦ca N N X O O Q d <o 0O U Y UQ wz o Q W Y! L 03 c o U p 0 O O, Z � U Q oLL az N W <o oW s3 o O <F �o a� v zI¢TT0 i Lo O 2 ca L C ' (9 J C) � m U Cfl N (D T r 2 N r _ ' N LO 00 N r ai E w (� M in Z co Z EQ y c d 0 U a Q c JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. 2 12 5� HEEL '� 12 5 T.O.M. F4 HDR HGT. TEXTURED o CEMENTICIOUS FINISH ON C.M.U. ZI (TYP.) F.FL. ` T J — -----------t--------------------- Ow 12 7�5 3 TAB SHINGLES. ROOF F30 INSTALLED AS PER MANUF. SPECIFICATIONS -- ------------------------ 4— --—�rT--- ❑r7 Ell El E 1:71 El p � -- 14'-0" RIDGE VENT 12 5� FRONT ELEVATION - Al 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) _ TEXTURED _ CEMENTICIOUS o? FINISH ON C.M.U. Zo (TYP.) ------ F.FL. t — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LEFT ELEVATION - Al SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" 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. CV 0 N N o ti s •e fti j • Cr / •f M T 1 �'',�� •�, S liE E I f � i�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 00 tL cE� o o� M �� N CCND6 C W J LL ® 23 V7 . N ik L.L W N cn I--r; 12 N o W a u a a 13 a U_ a. 0 °' o lZ:S � E&_J °�o� W U) M 0) .�� < ILZ IL N M Z a W to O Z O U 0 � W W v M r Z N O 0 � N z o � J — o_ co N M z Ur 0 U 0 N w 0 U w j ;•.., al E- - E U o m sm o w MM N¢ o z U_ Q E o E zo o� o > Q� Za �0 o &¢ Qz S� ww CN i rp<Z C OY U Nm p OE Z� aw O¢ z0 � Q w� a �w J< XF o O <a wl 20 d Mill to ` 0 03 0 C O U1 m L � c J Y C:) C co U C� r 2 N N 0) T 0000 N f .. iv E CV c� z M Z E C7 _ a.. E U Q ❑ _J JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. 3.1 0 a0 c a 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.C).M01, _ — — — 12 5� 15'-0" RIDGE VENT �12 51 12 Z�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - Al 14'-0" RIDGE VENT 12 �5 T.O.M. HDR HGT. ------------------ ---------------- ------------------ ----------------------------------------------------------------------- — -- ------ 1'-0" TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 3-0" (TYP.) (TYP.) F.FL. — RIGHT ELEVATION - Al 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. CN 0 fV CVN C o O A r e •� «. •• �OF . M'� T •_ 0 ry f,L `�10 1;11:113101s To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Avg&4 d E 00 O n 8 N F it 0 22 i IV in6 N LL W IN 0 7 (n�ra W CL MVI d 'Ny 0 0 m c,I O ® 16 L S6 H L._QG W O w N W _ 05<¢a Z LV a N m Z 11f N O Z 0 V � ti W I]1:1❑ _ N O o W N � o � Q NC1 - N M (Do lL Cn �2 Lijo O N �N w o c y c LLJ F® - E Z l� Y I U 0 T 1 C � Y o CD w co o z Z < UL E 0 i? E z© W (6 x. oe �0 ow AIF go o E N It -0 o <a �z �Z ra CO - y N m� 0 O Y aci N m < Q W Z In � Z g O Q �+- a N W oz �3 Q¢ y0 O Cfl �f- z a a ti ° 3 0 C O >LO 0 � m L C0 C cc b- �> he CN '-. O o N r 2 N ' N 0-)LID0000 N r ui N M o z cc z E O �i a 0 � a o � JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. 3.2 2" VARIES 1'-10" 12' CAP CAP 1 2" *NOTE: iv 1" RADIUS ``� iv FOAM TO BE USED ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS CO J. REQUIRED BY iv COMMUNITY f� - 3/4' RADIUS v MIS °p SPECS. IF NOT, N 4 1 54 MIa ico CD DETAIL TO BE 1" 2" OPENING VARIES 2" 1" 1" N BUILT W/ STUCCO. 1/2" RADIUS 1" 1" 1" 4" VARIES EDGE OF 1' OPENING VARIES VARIES 0 2i2, 1 1'4' 1 12 VARIES T 1 1/2" RADIUS 4 42 2 1/2" RADIUS 34. 4" MIS N rnv �p CO MIv 00 M CO v co �� VARIES 12 32' 11" 3z" v 2 BASE BASE 3° f„ • —IN 2 2 4 • 4" N 12' *NOTE: VARIES 8" 2" FOAM TO BE USED 19 3„ ONLY WHEN 1 6 Zo REQUIRED BY 1 COMMUNITY - ^� SPECS. IF NOT ill 1' , 1" OPENING VARIES 2" 1-4" r� DETAIL TO BE '—r-r ifl BUILT W/ STUCCO. 2 2 24 • EDGE I I ' OPENING 1-1/2" THICK 1-1/2" THICK 0 4" 101, 10" 6" 21„ 4 e� 81 T IN �7 3�� a 6" w (n z NLIJ 2„ 4" 3 2" I > SIN 99 > 1-1/2" THICK 32' 2" 4 r� 00 -I� 2'-4" 52 1 5 52 51„ 1 4 3 , in -IN174 4 N 3„ f, �`i 4 1" 12 VARIES VARIES 2 , —'4- w r VARIES VARIES r • _ 4" 8" 32„ Q4i 6" 4" KEYSTONE F11 b KEYSTONE F11 r--------- n �� OPTIONAL OPTIONAL I �ti 00 io i R6.. '�o 1 4"° � 3, 2 4 R441.. 3 ' 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" J 2" -IN 2 •OINSTALL OVER STONE, TYP. M • FIN. TO HAVE TRADITIONAL VARIES LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & f s f 1 2'-1" 1'-4" 2" • OM TEPS MATERIAL IS ACCEPTED 14H FINISH 1 64' 14„ 1z' 54" 1, 12, 54 FOAM/ ' 3'-" 7 ,� N 4" 3'-0" 4" 1" 10" 1' 4" 101, - iv 0 in A ifl 00__N] V N 19 iN i N 0?o • �Mr 1" R 1 " r0'- � 12, N� O GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH CV O CV ,`��Z61id189dddd, N �_E LV r !4 O %N X` • `'' �� "• G i S 4 c� •• No g;'i0 .. M d*• ,`C l(IZZ ♦fir, � � �.. t �,. �`` +�'r 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. oo i� of d p M 8 N 'om N it t� o°'� � °D R " in rgrrn-rra c': M i w a Y U) C _1 J Il U' CILW W LU n. O Z Lmv ��� j@tv� O J W rn��� Z z N M a �cn O Z O U U N W ❑ El El 0 m _ o0 Z aCOo 0 Z o cl- M N Z Q} Ur o 4-1 c_j) (Q w m U O w o V c w m - _ J E yy mf N o U O � N o 0 _ N ti o w M z o Z J w O- E zo oo ~z >� aN z® oa o Fro C U oQ o E N � i a� z woo az � r Co _ C Y o O z' ¢w �z N� oo. a0 3 �o ao z =K r- �z r ¢< r� >U to o < o. a o = O 0 i E2 LO O N 2 CU W L C (0 ' CID J U O ` � C m V C� 4- r` r c N CV r I C� o 04 T E G M N 6i z M Z = E O co a 0 _j ¢ o JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. F 1 ��I �IA�tlR�IM® ®n• ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI LIL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 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 RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUSTFAN ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T© TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 0 ELECTRIC METER mpg ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANELCENTER NEMA 1 150 AMP/ 200 AMP METER MO 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu UNDERGROUND Disconnect kl� POWER CO. FEED---_.,,'V� Acl INTERSYSTEM 4 Bare Cu Ground Y I 1 BONDING I-1 I LGROUNDING WIRE V TERMINATION PER NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. S.D C.M y CAFE III 211� VIL � PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER OWNER'S SW� ITE 1 1 I ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE / I / I I I I t I I I I FAMILY RM 6/ I ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I U.C. OUTLET FOR DW I U.C. OUTLET TT l GFI / GFI C----------- GFI-� F I OI D.W. I / L- - - � T /PENDANT AS / PER SPECS / - \ / L AC PAD Tf Q WP H.B. GFI DISC. uGFI -1n (Wl r uGFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM 1014 •� ■ PA Ordi, Ann.' VERIFY METER LOCATION WITH BUILDER H.B. W IRRIGATION__--_ VERIFY LOCATION FGFI @ 44" A.F.F. W H ELECTRICAL PANEL D 0 I I I I 2 CAR GARAGE I I GFI FOR GAR. DOO� GFI GFI @ 44" A.F.F. I I I I I \ / L _ — _ _ _ _ _ _ — — — GFI @ 44" 4L A.F.F. III JIENTRY I WP ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" N 0 CV CV N M O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as W ono Q vE - 8 (V N a�D � —I V 0 _ oo 7 co N J W U LL W id M rn cq N->c3 o�v u- 0 "a 0- Y Q aLLLL co aLu O t6�v O _Z �: .L'=.. D c �•@Nco O ~ W IY O coW rn�4�� on a a Z � Z Of D O z N O VCIL U N W z N o o z co z o — E3 VI N N z 2 0 LL C� w m U O—� W p 'n (6 r U a all— — E 3 s = w d U o y C e � Q o c M w coz0 4 E ' c4 �o oo- oo Z — E O N as i ¢o o� a z ¢o ttz i ra < m� o ._1 (n 6 o< go n w LL a �w o a� z <.Q � 3 0 ;o cD 7 °zla a 0 = Q = > Lo m E2 m L c CD cD It •, CN CN o ca U` CU w r 204 0) �T N 0) LO 00 N T E N `Y' Z Z E O f0 a E V a a Q p = JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED I UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN, of SQ. IN. of Ventilators ventilation soffit ventilation v vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators I(Zloor1) 2373 2278 325 1139 81 570 435.0 138.0 573.0 I **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=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 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) N O N N N M O av�� .•'GINS �•• '.�/ v w w C� .`fit t) .z. �E77 ;p to C) .� ' F oo10N 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n f• o E m co QO , 8 N ti # O N J Lo LL, U N oOo Lo v a LL NMV y rY Q ,z LL W 3 a.Lu L O K 0 z �_ 0o OO W 0 M Co W Wa K Z cn O Z oo N � a L LL Z O U U y W ❑ ❑❑ z N Mp O b z � z � d Q $ E3 M WV) `z`n w o V 1 ' L W � m V O W o N c N �N (� a— in (J i Lu J U = L N U o 01 N m 14 f` O w Mw cy,M o z Q � LJL_ Q E O z o oo > <N zo 00 H �� U o KF oo �o O oQ O N t i ° Z o a Z ,,..N . !d U _ C o o. � U m o o oz z J 4W zz uJ <d go 2 a �w JW LF C� v z. d ti ° 3 .N O 2 i Ln 1/•,L� O� N L Cfl � c co d- •> Y N Q O 4-1 in r r 2 N � T � N rn Lii T— _ 000 N r � `� .. E E CV z cc Z E O E JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. 5 C c d NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5'-75-g" 6'-48" 6'-O" 6'-0" 6'-0" 6'-0" 6'-0" 5'-28" T-1$" REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY T-O" w z LU U.N.O.— C ¢ A S3 H.B. ■ ■ ■ I■ ■ ■ ■ ■ ■ ■ ■ eo BUILDER TO (2) #5 REBAR 4'-0" 12'-1" W.H. PROVIDE VERTICALS w7in7, APPLIANCE FILLED CELL O 0'-0" PROTECTION WHEN REQUIR D ■ • :: :: �: PER FBC 35'4' 20'-6" 3-1/2" MIN 3000 PSI CONC.T iv I SLAB FOR HERNANDO "' K iv COUNTY ONLY S3 3-1/2" MIN 2500 PSI CONIC : I SLAB OVER 6 MIL VISQUEEN 2'-7a" 4'-9" 4'-10" VAPOR BARRIER EDGE OF SLAB 2" ■ • I CJ ; ; ;GJ' ; BEYOND WALL CJ o t4 c' 5'-3" V-10" T-6" r 4 O I (: o CN " (2)#5REBAR VERTICALS w/ in J `r PT. OPT. D W�( FILLED CELL : -3 1/2" o 2'-6 1'-0" SLRW/ (3) #5 E.W.3 -.- -._ _- 3'-5" 7 1 (2) #5 REBAR r,� F, 2'-6" x 2'-6" x 1'-0" `8 AHU I I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A CC I S3 S3 FILLED CELL I _ o? / S3 :' CJ CJ / .......:. .� .� .� .� .� .— - -I/. '..... o � . ..... g _512a 25' 10� $$" 4'-4" m 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. I -4" I L #5 REBARFRT. cM INDICATES FILLED CELL w/ 3000 PSI / / PROVIDE Y2" x 9" `r' / CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT.00R/ SLOPE I S3 LO V VERTICALS w/ in FILLED CELL BOVE W/ (1) #5 REBAR VERT ASLAB / / HVAC CHASE TOP OF CONC./ PAVER T BE 4" / 4'-0" 4'-4" 4'-6' TYP ALL PLACES SHOWN / i @ BASED ON � 0'-0" BELOW FIN. FLR. / / ■ ■ ■ ■ ■ I HOOKED FTG. DOWELS 5" EMBED I / / LOCATION ....... . .. ' ' ..... W/ 25" EXT. ABOVE SLAB "GRADE 40 ::::: : 1 ' I— STEEL" -- — --,-- — — — 4'-0" / 16'-10' C9 STEPS AS PROVIDE 1 Y' RECESS REQUIRED PER FIELD FOR SGD. REFER TO / KITCHEN ISLAND MASON'S SLOPE FOR / / OPT. • '• .." ' "' ' / LOW WALLSrj a " ' I CONDITIONS WIDTH / i • / CJ r - - - - - - - I CJ REF. -�- CJ ■ CJ �! ■ - / - - - -ic� —1 _----_----(___-_-- ___ :. - - - - - ° I i TYP @ 1 I CHASE TO IS D rt... D.W. Iao i I I} t STORY U.N.O. - A i" o oT I I L��_------ IIoo S3 in d � - SINK / DISP 3 1/2" I t 0 -0" 16'-0" 2, 94„ 6'-10" :: :: I I IN / /I I1 ro0 ........... ■ ■ ■ ■ ■ IN ■ ■ ■ ■ ■ ■ ■ IN ■ 3' TYP @ 1 STORY H.B. U.N.O. S3 -4" 1 98„ I 3 28 1. 5'-0" 1. 5'-0" L 5'-10" 2'-10i�N" 1 5'-1 T-O" FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ,• •, #5 CONTINUOUS ' ; .': •' '•_ REINF. SEE FND. FOR QUANTITY ' •�' #5 X 25" X 25" CORNER ;'; �'; : = BAR ONE FOR EA. ,. �• : •. HORIZ. REBAR, TYP. U.N.O. ��. ; J �; '�, "Alternate: �. : • �. �'; • ; The reinf. bars shall be • •, •. • •. C ont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N 0 N N N M O fire .EVVkC.� r eel ♦o♦�� � a ,C PE PtL-rt'i750 .• .�'• •• C T j r •,W V ✓mod �� , �- � R, . • �? ♦!♦ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) oEAn Aft / C.:'C(4)co n Yk N V p N Ww CF a0 J J V 0 �unh emu; w a Yl rn � r; a Qj M V J w GL —r u. u- CLL fnccu !n a W O z r O L-9 W co ¢aa LL a a N O U L)N Z W M a�- N M 0 0 Z NE3 z o J (/)V) a 1 ' LL W � � m U OW o �N r~ � Nsoft U W J �— — E wig ml hG = w zl�.. a Oak U o U) ¢ o N sm o w C3 J N o � li Q E w o Wo > Zo <R zp O _ c^ O E as �03 a N � L woo Q o tt� m o C 0. O O LL J �a <' ¢W zz wasQ N o w LL Z no a mw C) lS ao o� xr Fr �3 00 =� �o co V' z¢ L 003 O 2 >Ln O fd 0 L fc > d' � oo . m U O o C m U �i 2: N r cU o CF) 'T N o) LO LO 00 04 T Q d- rn .. E N M Z M Z Lo C a E i� 0 Q o JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. 6 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 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. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12} a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 ' GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 -- , ----------- ;�---- , -- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®` 0 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD EI 1 { ROOF SHEATHING: ` Q I { Q SHINGLE: %s" EXP. 1 (23/6) or 1%2" EXP. 1 (3�6) TILE: 5/32" EXP. 1 (3/16) 1 I NOTE: I { --—�--T'- 3 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 /$' x 0.113") NAILS O-i-- ®-t-- { 3r 3r I I 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 19/32", SHEATHING SHALL BE FASTENED ") AKn WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE I USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS SYP SPF A META12 1420 9 - 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" C H2.5A 565 535 10 - 8d D H3 400 320 8 - 8d E META20 1450 7 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" G H 10A 1040 1015 18 - 10d x 1 1/2" H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOF BOLTS HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" HD3B * 3130 3050 5/8" DIA. BOLTS VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR ------ - VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" MTS12 990 860 14 - 10d x 1 1/2" 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. (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY (2) LGT2 4060-M 3770-F 3500-M 3240-F `N/ (32) 16D SINKERS & CONNECTOR SYP SPF FASTENERS HTA20 1 1870 15� 10 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" RT7A 585 515 10 - 8d x 1 1/2" RT3 345 305 8 - 8d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS HTT5 5795 5/8"ANCH. /(26)10d x1-1/2 TDX2-TZ 3295 2 - 5/8" DIA. BOLTS JUS26 1000/1080** -- 8 - 10d HUS26 2035/3400 --- (20)16d x 3-1/2" HUS28 2950/5090 30d -16d x 3-1/2" MTW12 1195 1005 14-10d x 1-1/2" MUGT15 1 4175 LUGT2 13100-M 4520-F 131 00-M 3800-F 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REC'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 (8) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 11-55 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 5'-0" ON A HORIZONTAL PROJECTION. (A) I OR 2 PLY ARRIER x CONT LEDGER (A) NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: 14"=V-0" v c e N O N CV N M 0 l E 1 a:(�lj, !!iA `tip ' �`'EN C '•ram �.. C) x Uj To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W co y®i; ENE V C J 0 �' co im! •� � 00 V 1-1L �! 1 W 1 vi 4 rn t` r, cN O N M C J W LL a N N 0 J L_ u- 33 a Ly 0 z =@� 0o o 7@ N �p O M O J W 05 rn ¢ ¢ Q a IL LL co o N Mz J a �cn O 0 0 U U _j N W ❑❑❑ V M � z N M O � z N O � Q v U)77 N CJ z o {{ a--+ C_/3 W Q V O W o �l/) � in (6 r-- (J m W J Q 0 �m r� o w Mw co O z z � Q Wo z aN z0 ❑ d co H n R 0 U aF 00 O O N M o ¢o a z i z w L to U:> C c �m 2 0 0, Z N V7 J a ° <w z z go Q w.o< �Z U 3 �0 00 I z Ww << 3 xF >O O O¢ za a 0' 03 O C O to > L0 O 2 M L c Cfl Y O Q 2 � m U a� � d. r 2 04 N C3) LO T— = CU 000 N r ai E w c M Ch U) o z co Z c E C) U) c a U Q p JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . O Safe vertical load + Safe horizontal load \� GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS KWTM _0 man rf;,) 81744 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1 B/1T FORM & GROUT SOLID o ' J O #5 BAR CONT. 8F12-1B/1T O V' LINTEL DETAIL SCALE = N.T.S. I [1�1 € ism E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8F 16- B/1 T H C J Z T f NOMINA t QUANTITY OF L WIDTH #5 REBAR AT TOP NOMINA 0 HEIGHT MATERIALS cif precastlintels = 3500 psi. 2, fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. #SREBAR AT ALTERNATE POWERS OP MIN. (1) REQ-D d d 1/2" CL O EAR STEEL LINTEL d ° G .M.U. #5 REBAR AT TOP d ° d MIN. (1) REC'D Q 1-1/2" CLEAR ° 0 d d G ° GROUT - D **"'� n Jo Q d d T rn <P 4 C:M.U. 5 REBAR AT = — U)w Q ° BOTTOM OF z w w W 0 LINTEL CAVITY u) Lu \ OTTOM oErLSpZ REINFORCING PROVIDED IN LINTEL cr ¢ C3 < J Z O W LO Q C7 m D D • �o �, �o #5 REBAR AT B( AS INDICATED 7-5/8"ACTUAL JOMINAL WIDTH (VARIES) U) n (r a LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" AM— ILI O CV co CV e`StS`:Rt:7 lfg�,: o o a V � i0 F�C�8r i 5 e p w w • . X e O R,�.���e�.. llrllIt!! 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. wo �W°' o E m W A^4 ® N co 'j to � cn # LL W H auiMv u) r- r- 'R W LL °` Y 00 � JWLL air O z _ a a @_c, 0o � W r:RO O F w 7"Nrp K O J a Z IL �2pj67 ¢ a a ZOU N M Z K v7 O < U —'rn W o00 CD Q o 0 z � qqN Z o Q Q aV J — d � r rNi 0 W o u- 4 cn W N � m U 0 l%i w o 0 C m h- u) Ci c l i.l tO J E myy r c u) Q o o �Q sm o coh o w Z U_ w <�N E 8 cu ♦— @ z o Ro o a oo o0 CD CV a¢ to o o wz Lo no y Nm o Z J am �w zz to o< no n � a W j� mw = k U 2 az 3 CD }° d d w z¢ a 03 2O 0 = > Ln O 0 L c Cfl > cc J 0 m U C0 T T � =C:) 0 Cn M r d- 0') ") Z ca z E O 0 cu a E o U '0a) Q p _J JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. 8 FF n m I i�r- NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE ES COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4, GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7, "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1,2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8, TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 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 W1 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. THEE LOAD DESIGN METHOD WAS USED TO DESIGN: SERVICE MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS:#5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4,1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4,3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS (V = 140 MPH) MINIMUM, 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +24.9 PSF / -28.0 PSF 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE; THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 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. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS, CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO 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. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W„ 1/4„ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/8„ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy= 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0,131", 10d = 0.148", 12d = 0,148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE 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. NOTE: 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 "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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 re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C?ncrete oyerpo,, r and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10, FBC-R R318.1,6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. N 0 N N_ 't�e4�acaaa,rrr�f�r o +�O `v'rr'"o PE76750 •, is ; U p T CC OF 4 j •� If��_ s ,• lr��Aoz�titi To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. d! C) H o E 4 O A 8 `gym oo r N ON N # LL V O m 0 7 a0 N lo LL Lu vi rn t-O �i ej M OV J W a- LL CL ,i JLLLL LL S�,C a W S o Z L ZZ O t6 L � � (N F LL �z N Z m Q ILILQ a cn O J Y Z U rn W ❑❑❑ M � z N M z � S z o Q J M V) z a 0 d--' cn W O Lu o c LnLn U W J 3 z~- I r = w C) 'o No ° sm o w Mw M ¢ zo z a !1 E ® E o0 z <N Z 0. o uo o� O E o i a p coo ao a Z �W � ro o Y mo Z J a� �z u5 zo za N W o cfl w¢ >° a O > Ln cc O °' rn m m C� L C C� N •= Y 1..1.. CD ° C CO M T CS N rn LO Qi M o (� Z Z Ecc t6 a E U Q p JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 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 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —� 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" 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 wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker 11 lateral load. nail each side 10' -0 at bearing. TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER 0 O N H C G 0 0 0 a _ 0o o ° ' LO - a U O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1 U-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1 T-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q1 Provide adequate bearing for each lapped joist. Odnails SECTION @INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D L. (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM w STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR OOC #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. i� Clinch nails when possible J Tight fit a I� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearin Location Series , Depth End Intermediate BCI5000s® 9-112" 2-8d I 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d I 6-8d BCI 60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - 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.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — rj 6"'r A ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1" DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 8 1'-0° 1 1 1' ° 1' 2 1-3' 1, 3„ 1'-7" i1-11,0 24' 2!-g' S 2' S' 7'. 16- joist 12 1' 2 1' 2" 11-3'e 1',9' 2'4' 2-11" 3' 7' 4 2' 4-9' 9-4' a� it 1 6 %4- 1' 2" 1' 2 ' 1'-7 " - . 3'-2'" 3'-10'°4'-9. S'-7""6'-4- 7'20 1' 2° 1' z CY" 0" 4' 0 4'-1fi},.S'-11'124 1 y2. 1' 3"° �" 3' 7" 4'-9' S'-1t'' T, 8'-4" 10'- ' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1)/" 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. SIMPSC w/(22) NAILS 1 5/81 THRU BOLT SIMPSC wl(22)- NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing fl 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. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth a, I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM ° ° SEE PLAN FOR---'°• a .. FOUNDATION INFO ` ° 4 STEM FOUNDATION I— GRADE REINF. SEE PLAN hVl, �.IIHJG 4 rv%1 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. 0 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 PLUMBING LINE PVC OR SCH40 SLEEVE r%1 r9r\/r P9T1A TI I117911 r-A Ir% TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE /F L a d � a'd d co\- z • ° • d ' SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN01 . SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE da G N 0 N N N �jtteatlrrj,ljd LE J,f t o �a ` ,• Pt78750 '•►r to n w T,,T E OF UJ 1, r •T + ••'tea, ONFL - t��''Rlie•H1 ����� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn W .4 'E 08 C) �ti NCo 0 N N O' m '� 00O a u- � J LL - LL . Q M C)LL a Y JLLLL a it 0 Z tT" 0o 5 .@ N (02 O J ���� ci ¢ ¢ K a Z ILW cc N M Z O U X to O U � U) Z ❑ 1717 W z N M 0 0 �CON v z Q $ J V)aw z W ° U O U) �cn W o C � Um U W J L z Z.L y �p U o Q 0co ° N I� o w it M �2 o s Z E 0 wo 20 o ? <N �0 oa (O ao w� 00 z r O E o ro X U a¢ 0 w .0 0< az cli o �o r 2� rp (/jam" z Y � m� 0 0, zr a� J m e° nw g Z to j F K z Q0Non °z U 3 K0 < o� =k r- r-3 o J w w ,Milli U 0 >° — 0- z¢ a O ~ U3 .0 O = E > Lo rn B m 0 c Q0 ca U C m U �• T co O 2 N CF) N Ln r 00 � .. M n1 M o z z E O a E U '00 _ JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. SN 1 Q co co No n r- i a rn cc co J 00 to o i o, c 4 0 d E N E 0 `v J y N L� v 0 UI U 0 i 0 v U J 17 0 N .ate+ v 0 0 CL 0 Cn 0 W m o co ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 `(TYP') VARIES INSU �✓1- mil- 71/r II II II II 2x #2 SPF STUDS - @16" O.C. W/ (2) FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10-0 (R302.11) REQUIREMENTS SEE R905.1.1 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" 1/2" GYP. WB (MIN.) @GARAGE SIDE IF Z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN 24„ O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8 MORTAR BETWEEN @ TRUSS @ 24" O.C. U.N.O. " EDGES, AND @ 12" O.C. @FIELD 2x P.T. PLATE 1/4 DIA. X 31/4' TAPCONS @ 24" 0/C & .� SLAB &BLOCK "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r r 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)1 1 i:1 ``' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE MOISTURE BARRIER o - A. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ° A.F.F. 24„ 2,r x 6 W1.4 x W1.4 ATTACHMENTS2� 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO �� a t. - - a 0 @ O.C.) WWF OR FIBERMESH WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM =III=III=III=I m . ° I I=I I I=1 I �I 11= ° a ° ° a ° ° z 31/2" MIN. 31/2" MIN. III -I I �I I I I III=1 I 1=1 1= �- a ° 4 ELEV. -0'-3 v2 :: D7158-CLASS G or H, or ASTM I I • 1 �I I I=I �LI=1' ° a ° ° ° ° ° ° o----- ' -III=IIIH III III III-� ° a ° A.F.F. o ° ° D3161-CLASS F, IN ' �- - - I ° a 2x4 CONT. ° I-II-1 11° ° °79 g ° p ° _ - 1/2"(min.)- 4"ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING 3I II I I°Q4 ji,=I=I RM- _i =I11iI= ,J 31/2"(min- 4" =T III GARAGE DEPTH VARIES -II In, 7TH EDITION (2020) —iI-I I RESIDENTIAL 8 - 111=I T-T III -III 1r ' -I I f- I I I-III-i I T ROOF SHEATHING - SEE ° I -}I I�I-' SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4" V 4" 8" (2) #5 CONT. 4' i =4 g U.N.O. MIN. FRAMING SHEET FOR 1�N.0. MIN' TYPICAL BEARING WALL STEP SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C @ 6C ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 . - "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR1112" HIGH -� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT, CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER � TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE N ' f °� - Z 6 MIL VAPOR _ D W BARRIER - I ff D a 1 1 g D = I • _ Cv r COMP. SOIL. (COMPACTED TO 95% —I 1T 1I1=T MODIFIED PROCTOR I I I I I I TTT-- TI f ASTM D1557) (2) #5 REBAR CONT._/3" MIN. CLR. ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1'4' (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % `r z M � w=-rrrl=r i i—n r—tTt—rT _ , 4' 00 T II .•�. +� � . ILIII_ 7�111 ; t : SEE A/S3 OR J/S6 - III i I�l r it Ir FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOW') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR — EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: , *FOR BEARING WALL W/ UPLIFT ONLY 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8 "OR "OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF a „ „ (U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ 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. INTERVALS NOT EXCEEDING (12)10d NAILS U.N.O. 10'-0" (R302.11)J 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS , „ 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 095 'C�EGS�G�P� PGS' M I 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK, K.O. BLOCK 10d NAILS @ 24" O,C. VERT. OR 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 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BAR ¢ BOLTS 6" MAX FROM r 2x P.T. PLATE WEEP SCREED INSTALLED LU END OF 2" x PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR C) P GRADE Cti u u z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a a _ FINISH GRADE o0 25" MIN. LAP [30"MIN. LAP) [GRADE 60 MIN. Fy- 60ksi] ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE, 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH r, . I ill-lI I— I TT=1 I I-1 f[=� r I I I - w -I I I T 1= D 1 1 I I —I I -I I-, D °DCj D _ °O 6 MIL VAPOR BARRIER — i ° I = I =1 =I! _ 0O w r—T=I I III— ° — — ° III 117 T= I #5 REINFORCING BAR R 1 7/8" �' L—�' I -III -III -III -III -III z T - ITfI= 1=ITI: T I1=T=ITI- I I ITI= o g D° °=1=1 I=1 I=1=1 I=1 • 0 1TfT�1� T r #5 LAP SPLICE 2 45 CONT COMP. SOIL. (COMPACTED TO - - - 95% MODIFIED PROCTOR ASTM l _ 1111E-1 11-1 I-1 I I=I � 1=1 I - ME -El I I- - -1 11=I 11=- 1=1 11=1 I I .I I D1557) �- , r-ITT,; rI ,,,J. �, rri-I r 4" 1'4" ' III=ill-111.-III,,1111111111�11111;,111,;,111=III-III=111- FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ;; GRADE 00 — C #5 REBAR w/ OPT. I-111= 1 i-SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d CV ' r N a r M �_, •. a.• .�. 111--���.... •-I i I ! 11= I I� T= :.:•' , :.�� ..` • 4„ 1 60 Il�illl� II '�: ]Eli I F SEE A/S3 OR J/S6 -I 1111 1 I I I �I I IT FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x \ 0� CONCRETE NAILS W 1 1/2'\ EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 -E F_ d 1/2" GYP. BD. HOLD GYP. BD. 1 /7" COnAA CI AD r1n Kf!'0CTC Or AD SCALE: 3/4"=V-0" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN °' a e --� TOP OF BEAM a SEE ROOF PLAN FOR STRUCTURAL - -_-_- a �_IT G - (Z) HTS20 :- _, ,T�r m BEAM SIZE & N A �I CONNECTION INFO Cl)- ° I I T. 11= P nTe I I 2x4 #2 SYP P.T. FRAMING w/ Ins° MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 o.s.B. Z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 COLUMNgLOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL > _j SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 ,) —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS W/ DRYWALL SCREWS 8"O.C. °� TO FOUNDATION PAD E -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' ON FLOOR PLAN SIZE VARIES PER PLAN r� i CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE - a ., FILLED SOLID (SEE PLAN FOR _ _ = a _ 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) 0LU °• WWF OR FIBERMESH T "' Z w o- a w I— I=11 `— — —I (—I w i l=1 I1=1 I- Z a ° /—BRICK PAVERS or SLAB PER w o o _ - I =1 • on • °• — — —_ — - „ COMMUNITY SPECS '` cv 0-0 FIN. FLR.L% -I -III-III-III-I1I -I I -III-=- FOOTINGLU III III-III-ITI-I 1=1 I I I I=1 1=1 I I_ U I I-1I1=1I 1=1 1-I 11 I EE I=1 1 BEYOND PAD REINFORCEMENT " --III-' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N 0 N N N o �A%%till93t1�s�r 1..E WJ(OGf `` s ✓ `1 ' s co so s'�j • i[ ".. ' : ur '• Cz OF •�: F • •'f��� jo tl To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W £00 O N J w-O C1 - J LL 1 0 — W N *` W a N Q41 3 rn_tit J Lu = CN CD a a1 M fA fin LL" a O z 'S, j '0 m N co W O _j w C< ¢ a 5 a Z N C0 Z L0 0 O0 U _j U) Z ❑O❑ W M � z � Cl) o g z QD N z � � � Q J N M z o +� _ u.a � U O �N Lij c N wa MBank U W J f- - E I U p N C (D O ti O to J w co coO ¢ � z z < U- E ao os Q� Q O E vca <o z® on o N x. �= az ¢o 00 pO o a �w (n C C z Oy o OLL z OJ -' _ wm 'a w z Z a Sp g° man Q LL �z v ?� tt0 =k oz =3 01 >° CD � rt w� z¢ a a3 > L6 Orn CD fit `` 0 L c CD co a) 0 U Ll. m /!a) V CD I— T V r � 2 N 0') N rn Ln r = co rn N r w CM o N Z Z r E O E -D @ a i� Q o c JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE —� ( )-� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEMIN. EXTENSION FROM EVENLY LS SPACED EXTERIOR FACE OF BLOCK EVENLWALL IS 1 1/2" MAXIMUM 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 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING V/lz/ (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. SL� 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @MID POINT EVERY OTHER ++ 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" 0/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX ij/ -- / = W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / 0 81' STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J r- 11J 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR IF MOUNTING BASE DETAIL 00 SCALE: N.T.S. 4 d e a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SL� t-- �Ohl N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NnT TRANSFER l nAD. 2x6P.' J-BOLT TRACK BRACKET FOP a iARAGE OOR uvvn r nru,r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. �S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) 1 (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER —(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (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. O� Op �R SIMPSON HTT4 TYP. 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. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 FBLOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD f 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" 2x STUD @ 24" NAILS AT EA. TRUSS VERTICAL WEB O.C. MAX. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS TAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR JLP�LATE OCONCRETE REINF. INFO. 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. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL / SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 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 . 4a, SPLICE STAGGERED MAN 10d @ 8" O/C ATTACH ALL - EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL K, M SCALE: N.T.S. c A F= 2240 LBS J�F SIMPSON n P.T. ATE bim!"OUN J114 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10( ST M, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 a a 4 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON C SP4 SP2 -I NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) i (6970# SPF) S (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE 2X BLOCKING 91 (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 TRANSOM FRAMING o oN N BEYOND. /-PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12"25. (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM a p 2X8 P.T. BOTTOM - PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN, 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. N 0 CV N N �,�r�3i;�sisEF o t-E ifi k . ,It, .• ' 78750 •; U` C� C P C •. a Foyfi�;� ••.. •.•�C��,. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fft W Q cEco S � �^ _j N V N om W �D� LJi ® y � u� co � �, s a QN cnnti ° V ; w j J LL LL 3 N N n o Z L N V s0! � S 0" 0 4 � N co K O Wco co ' Q Z M 00 o N mz a I- Crn O Z O U UtL N WCO ❑ ❑ ❑ z N og z �o J 0 N M cN z Q) U 0 +� 0, LLJ o O Ly N �N U Mink E L g Owl U o N ¢ O o � w Mm Cn ¢ o z U- Q E E u zo o° w z >� z © ❑ a F-co o x. a¢ <0 '0 0 °a wZ N w° ro (j C - a z or Nm ' 0 oLL J aW �z a. <w S z ¢o az �w v <0 0 zk CDw< °� >° C:)a co V o� za °_ °3 O D: > Ln O co 0 L c C0 co U C� r 2 N LO r = (0 cV rn s- E E w = M o z z E O d E IU J Q 0 J JOB NO : 21-4278 SCALE : AS NOTED SHEET NO. S4 2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 BLOCKING 2x4 "T" BLOCKING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND F MING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING @ 48" O.C. 16d NAIL "L" FASTENERS. (MIN. FIRST 4 BAYS) MAX 9.1 AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. MIN. FIRST 4 BAYS) UNSUPPORTED, ( AND FASTENERS. (MIN. FIRST 4 BAYS) BRACE SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, IF >9"SEE 10/S5 IF >9"SEE 10/S5 BACKNAIL w/ (2)16d NAILS MAX, 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX. 9" ATTACHED W/ 10d NAILS 4" @ SCHEDULE FOR SHEATHING DETAIL 2 16d NAILS () BACKNAIL w/ 2 16d NAILS () SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 UNSUPPORTED, O.C. TYPICAL SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9"SEE 10/S5 GABLE TRUSS WEB 45' ± SEE STRUCTURAL 45°±A DETAIL DOUBLE 1" BRACING DETAIL 5 NOTES AND NAILING SCALE: N.T.S. S5 2x4 CROSSBRACE SCHEDULE FOR 2x4 "T" BLOCKING APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 BLOCKING @ EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM 48" O.C. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND "L" 16d NAIL EA. END 48" O.C. •' @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)1Od & (2)10d EACH JOINT w/ (3) AT LEAST 90% OF WEB BRACE ATTACHED 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 1 Od & () SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH SEE TABLE) W/ 10d NAILS @ 4" O.C. • SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. FROM LEDGER TO BLOCKING 2x FRAME WALL SEE WALL ( NAILS @ EA. END GABLE TRUSS TYPICAL ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ; SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR GABLE TRUSS WEB ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" @ 48 0/C FOR THE (2) 16d „ 7/16 OSB SHEATHING rr rr NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS SINGLE L BRACING DETAIL 6 AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. O. 6. O.C. EDGES AND 12" S5 10dX3" @ 3" 0/C THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6 O.C. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD SCALE: N.T.S. SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD (2)16d NAILS W/ (2) 16d TOENAILS 2x4 T' ON TOP OF PANEL " DIAPHRAGM 2x4 "T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR NOTCH "L" BRACE HERE 2x BLOCKING BLOCKING FASTEN WITH BLOCKING @ 48" 0/C FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. @ THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C GABLE TRUSS @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS VERTICAL 1/2"x 8" "J"BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1!2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 1Od PLATE SPLICES w! 3/16"x2" PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD 2 2x8" "L" BRACE ( ) NOTE: IF EMBEDDED SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 SECTION 3 SECTION 4 SCISSOR GABLE "Trr BRACE WEB, USEMSTAM36w/(7) O.C. MAX) w/ MIN. 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T.S. S5 S5 SCALE: N.T.S. S5 AS PER HIB 91 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 MAX. 9" 20'-0" MAX "X" BRACE SEE DET. J/S5 20'-0" MAX NTINUOUS BOTTO CHORD BRACING 2X4 MIN. REFER TO DETAIL J UNSUPPORTED, 8d @ 6 0!C 2 x 4 BLOCKING w/ (2) 10d ON SHEET S5 FOR r AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9"SEE 10/S5 WOOD TRUSSES @ X-BRACING, AND TOP r= F "' SEE STRUCTURAL 24" O/C (TYP) EACH END CHORD BLOCKING N - NOTES AND NAILING x x INFORMATION � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 ' 1/ (2)16d NAILS WOOD TRUSSES �° 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM RIDGE FASTENED AT -"L" RACE TO EXTEND AT 24" O.C. ON TOP OF 12-t 1 1 2 EACH JOINT wl (3) AT BEAST 90%OF W B BOTT. CHORD FOR 4 X. 10d & (2) 10d TOE LENGTH (SEE TABLE) Z -- -- TRUSS SPANS NAILS @ EA. END GABLE TRUSS BRACING w/ (3)10d x 3" AT ATTACHED W/ 2 -16d 1/2" CDX PLYWOOD OR 7116" AT EA. TRUSS JOINT 2x4 PANEL BLOCKING • EACH CONN. 24" O/C (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 OSB SHEATHING ATTACHED @ SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0!C FOR THE (2)16d NAILS W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) 2x4 BLOCKING @ 24" D = 0.148", L = 3" OR EQUAL D - 0.207 , L - 41/2') OR EQUAL FIRST (4) ROWS OF MOISTURE BARRIER W/ ( - - ) (D = 0.207 , L = 41/2) OR EQUAL ( _ _ E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO (4)1/4"x1 1/2" SDS 0!C w/ (2) 16d TRUSSES FROM EA. SCREWS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TO BLOCKING & 4 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR TITEN TO CMU () MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) wl (2) 16d TOENAILS CONNECTION MASONRY WALL 1 /4"x2 3/4" a IZ TITEN TO CMU ARCHITECTURAL FINISH ) NOTE: TOP CHORD 2x4 #2 SYP BRACING 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 ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) @ 16" O.C. MAX. FOR FIRST (4) 2x4 "T" ON TOP' PANEL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ 2 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ = THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING EXT. WALL CON N . COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2) 12d TOENAILS 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) EXT. WALL CONN. NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SECTION BEARING LOCATION (UNEVEN CLG.) REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 — E ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI SCALE: N.T.S. S5 S5 ADDITIONAL INFORMATION. SCISSOR TRUSS G 45°A i 12" 12 SEE RSH SCHEDULE 6.9 MAX. FOR ATTACHMENT MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) TOENAIL w/ 2X4 #2 SYP BLK'G @ 16" O.C. (2) 16d NAILS (2) 16d PER (2) 10d x 0.131" JOINT TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 10d 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-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 ON ON No NMI- MMI 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) XO.131" @ 8" O.C. CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5 ALTERNATE NON -DROP MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING CROSS BRACING DETAIL J GABLE END DETAIL 1O SCALE: N.T.S. S5 TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 BRACE TO EXTEND FULL HEIGHT OF 2) "L" BRACE TO BE FASTENED TO GABLE 3) SEE 6/S5 FOR MORE INFO. GABLE. STUD WITH 10dx3" NAILS @ 4" O/C. SCISSOR TRUSS SCALE: N.T.S. SJ W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S5 4 "L" BRACE W/ 10d @ 4" O.C. 12 3 12 (SEE SCHEDULE FOR SIZE 6.s MAX. END JACK � S5 12 6.9 MAX. AND LOCATION) "L" DOUBLE TOP PLATE MAX. BRACE W/ 10d @ 4" O/C 59 rMAX. (SEE SCHEDULE FOR SIZE 11'-0" 6, 5 35 AND LOCATION) S5 SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) 2X4 LEDGER GABLE TRUSS 'yo SIMPSON LSTA18 0 6 6 35 Y CORNER JACK S5 a Q z° e a ° a d a • . a ° a , a ° • °a as e ° ° Q U CONT. BEARING DBL. TOP PLATE\-STUDS@16"O.C. SIMPSON SP2 w/ (12) TUDS @ 16" O.C. WOOD FRAMED GABLE END BRACING DETAIL ----- — — CONT. 1BEARING HIP FRAMING REFERENCE PLAN 10d NAILS AT EACH GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. N 0 N N N 0 C) �s ,� : • Cr • LU yi F :�:• 7,:� Uj e v-r •: s U /U 1`i PA- \1�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 - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W v E LO o om p O cNo ti xt O N r a J �� j 0 '5 C?N it u w a to cn - ° QN M V LL r.0 N (n Z 0 Z Y � � a m coy co w O � O � M ��pjO' W r a Z N M Z 0LL ER N 0 N C)0 M z N M 0 z C z o Q : J N ^ C7 L ! z aC3 v (.D o w � m U 0 — � w o0 N w a- U c E L U ml ill U o 0 • ®� o w M M m o � Z a � J LL E =o Zo QN Q O o0 Z® oca a K OD a� OU 0 °a o L w o ¢o wWC-4 � �_ c 0� m� oLL J 1w N < a 0� Zz 5� Q wLL 0 a v>w Tr �& oz a =3 o w ;O O C zIa a ti � 3 > Lo O m ca C� L N ' J CN L.L ° U CD ' N T— = CO 000 04 r— co .. E w C'7 E (V 0 Z Co Z N E O C a U J Q —� JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. S5 3 -o x 0 c v 0- 0 B J 00 t i a d- 0 ckf O 0 J 00 4 I i O CO 0 c i 3 a eJ N O E r— O `o J N a U 0 0 C3I N 0 i a. c 0 U o J 0 N M 0 o d 0 3 0 z CD w v' 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 11 X 4 1x4 P.T. 1x4 URRING 3-1/4" LONG X 3/16"0 FURRING 3/16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS TAPCON 16" O.C. & 4" NX8 TAPCON. INTO STAGGERED @ 16" @ BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. 3 DETAIL STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2 x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRII 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"o.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 114" MIN. EMBEDMENT INTO BLK,) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA SCRIBE (NOTCH) \_ BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX iSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK Z-0" SECTION A -A 8" WITH 14 1/4" x 31/4" TAPCON (1 1/4" MIN. �114" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS 1/4" x 3 1/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAx.B #5 REBr (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS px NOTCH WEB AT +5^ FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS y SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLA 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 12d NAILS 2 X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE 'IS" OR 'IN". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. MIN. LAP SPLICE W/ 6 „ * WITH U PER HALF F M RTAR BED AND TROWEL COVER PANEL REINFORCING P 0 0 - REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6'-0" C I— I E��I I F—I I I, p ° p � II III I) II—f(F�T1 Ii-TF— ITI GRADE o. D ° M p z_ CV • 0 ° ° (2) #5 REBAR. MIN. 3" 16" MIN. of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ,Rii ♦ ♦ YP.) +2rr FHE ' S ' ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. #5 REBAR TYP, / (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W! 8d @ 4" AND NAILED W! 8d COMMON @ O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD 2x BAND JOIST W/ FACE NAIL 10d D. 90° HOOK (TYP.)401 @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. _ WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO ♦ BOTTOM OF BAND JOIST TYPICAL NOTC F� @FIRST COURSE SIMPSON HGAMI OKTA @ 12" O.C. ` w/ (4) 1/4x1 1/2" SDS SCREWS BAND JOIST & (4) 1/4"x2 3/4" ♦INTO TITEN INTO K.O. BLOCK 411 FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) I_rWj7j*:j;1!j;j6; "M� .. L CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3" LONG T-NAILS @ 24" O.C, WOOD w/ 0.148"x 3 1/4" @ 16" O.C. SECURE J-CHANNEL SECURED w/ 7/8" ROOFING NAIL (TYP.) 48" O.C. SOFFIT PANEL ATTACHED AT 2X2 BATTEN & 2X FASCIA w/ 3/4" X 1/4" CROWN STAPLE OR 3/8" X 3/8" STAPLE LOCATE (1) AT EA. GROVE 3. [F] CHANNEL APPLICATION: MASONRY; SECURE [F] CHANNEL TO MASONRY w/ T-NAIL OR STUB NAIL .097" DIA. @ 24" O.C. w/ 5/8" EMBEDMENT INTO STRUCTURAL WALL WOOD FRAMING; SECURE IF] CHANNEL TO FRAMING w/ 3/4" X 1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INTO STRUCTURAL WALL SOFFIT PANEL ATTACHED AT 2X FASCIA w/ 3/4" X 1/4" CROWN STAPLE OR 3/8" X 3/8" STAPLE LOCATE (1) AT EA. GROVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR SOFFITS V-4" & GREATER REV. 03.22.2021 BLOCKING REQUIRED, FOR SOFFITS LESS THAN V-4" MID BLOCKING NOT REQUIRED *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 2x TRUSS AS SHOWN FOR O.H. UP TO Z-6" 0 �F1,�yq * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. + + 4FNGTy (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOCKING AS -RUSS + REQUIRED TO + SUPPORT SOFFIT 2X4 SYP . o EACH TRUSS CONNECTOR °�® SEE LINTEL SCHED. / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & 1 - 5/8" DIA. ALL THREAD ROD EPDXIED wl SIMPSON SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3i, - r LgAAW!Idt1llINli0bll z 0 U_ O w 1¢ U M U U) FILL 1st4 COURSES SOLID W/GROUT ° ° FOR OVERHANGS BETWEEN OVER 1 112" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° •°. OVERHAN •"A ° ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1 r-0rr 51-011 INISH A #5 BAR ,p• 10" ° p, b n • .• ° CENTERED W/ g ry . 9 IN TOP o KNOCKOUT/ N 1 =� �• .e °a CHAIR BLOCK D . MONO FOOTING_ ,a e.: •' o °, SIZE AND REINF. PER PLAN -E AND SECTION DETAILS -I - ° CLEAN FILL .> ° DIRT z STANDARD o P 90 HOOK N #5 BAR IN r FILLED CELL , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 34'4" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N O fV C'V N 0 w h cn •',V0 VialaT ^' •' OF n v �► r tg����� 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. V) W -,TE cD •y 0 O 8 N N J N ' M u)I-r-� � M co Jwa LLaY Q �LLLL C1133 0 _=9 Z_ _mom ISo yo �. j'�N (D 0 CZ' O J W c��rn c00 a Z N M Z IL IL = <n O ZU U _j Cn W ❑ ❑ ❑ M � z � o z � S z o o Q o_ N z a V! � 4-+ W w •OU0 Oft �N D U u, _ � o wigJ E I L U _-C. N U o as rn w ® 0 o �m w 0! Mh M ¢ zo Z u_ E ° z o �'z w= > o. ❑a E w© H f6 — E O x� a s o ao oo o' a z CV cao ¢w t U) � o'a o� m� 0 o ' of z N J Q W cn cn F c OLL4 Iz aU I �z nw Tr WQ U �z O w¢ �o NJ co z¢ a� �� CO 0 = a > Ln 0 0 rn �o c9 L CU J Q Y N O U O - U C: m 0/� (�`1/ ch I� i� N = N N 0.) r CD o` oo N r- E .c co Z Z E i° O « C JOB NO : 21-4278 SCALE : AS NOTED SHEET N0. SS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ';;;'ATRUSS G.T. — ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX (2) 2x8 #2 SYP w 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 .., I vu ` I I,uVV v.BEAM @ RAISED ENTRY CROSS BRACING DETAIL (TYP.)K'0'_j HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL aC� ENTRY FRONT WALL SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 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 MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 1 A ---LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ah VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ ( NAILING SCHEDULE 16" O.C. W/ (4) 12d —— COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLATE SSPF TOP INFORMATION. BOTTOM CHORD OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ YA 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & 1 (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE a 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 'IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE —7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDElON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. —• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN '<. \— (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rl 2"'� 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 lF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---/ Z- (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS N 0 N N N M 0 E" y 4bt. •„ (" ` .. . , �U • • l//j AAA •�' O. 750 co I'O :c- ':z. F e1 ` lry.1 � +��` `ysq� 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. to qW vE� s) O 8 Co N ® .® N y W C1 C-0 J � J LL 0 ��W M at '� W a M a �rti eiMv w a Y 0 = r 0 j '@ N cp m O J W (0 ¢ a IL _Z N M Z a: cn O U N Z C O 3 (]OM W 0 V M N m O z N z � � � J r N M z a-' C/" f(S w n �U Ow crf � iv U �— — EIn o! = L N II U C m c Cr. x ° -o N 0 I� r_ JZ w CM M o 4 U_ CL E E �o > Da (U — 20 a< U0 0 0, � E �O °z <o <om� d z WJ � _ C o U y 01 Z F J UD ID m 0 Q W z u� N 0, z ao T v W� �o �w = r- �3 Q� Jw <a = 0 0 ;o o v a zla 03 �O 0 = N >U) Orn R3 0 L Q� c co N Y O C Co U (0 Cn �..� � N d. T M: N N M LO r = (.0 o`no N r E v z E O E 0 U 'a � Q 0 C:a JOB NO: 21-4278 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ° i MASONRY ' WINDOW BUCK e 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 WEATHER 7 RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure t 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 DO NOl BOTTO M erar_1 ^' ^' "'WEATHER ✓E BARRIER & IARILY SECURE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as E in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary I Lf1J1 IIIVI.I SELF -ADHERED FLASHING DECK JOIST f L/'1J1-IIIVV 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 81, CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING %SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING ' 44 EXTERIOR DOOR WITH DECK E AM SELF-ADHEF J IVIIIY Q V-4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Z W d rn CO W U W W 0 U) DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 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 me :LF-ADHERED FLASHING ITCH IHERED FLASHING 1 2 4 5 WINDOW UNIT FLASHING REQQIREMENTS 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. 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 V. appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The Qindividual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING �' Exception: Where the barrier that is applied over wood -based sheathing has a water resistance CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER water -resistive 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 mechanically attached flexible flashing shall be applied 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 RE ADHESIVE AS SHOWN)ASE PAPER TO 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 A finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings be installed in the 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall accordance with one or more of 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 �' ILTA 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 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 7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. 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 I� PLASTER STOP '� THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD &SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS Cement Plaster in accordance with ASTMC926 over wood 2nd floor STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing -----J11 i Note: t The building paper and metal lath must be - - - Cement installed over the top of the weep screed. ER STOP Plaster A NUOUS BACKER ROD over block LANT 1 st floor VTITIOUS FINISH 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 CV O CV CV GV M O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N I- W �E - 28 ICo , N , * \ , v C)C �-1� a ,mv a Y 113 JLLa a U 0 Z rmIL v 0� kg � -5� N11 CO C OJ J 1 W 0 :2 05 ¢ C Z IL 00 N co a 0YD O Z O U U �� W ❑ ❑ ❑ v M � z N h o 00 � Q V) ^, N c z aC: V! (D L� U LU (D 0 c -U) U a c U) 0 m ® 0 N IIIO o w z ¢ U_ Q E E z z® oa - C XpU p ¢ UO o, O E CN w o 0 Z r L C� U)C ¢ o oo m O oLL >z gZ Z a° d z U ?2 3� CD<F oLL =3 0� �o CDa CO '0¢ F O Ir z ¢ u V5 >U) O L > --I d' ao m C) C� .1 W N It r 'a = N •` N M LO r = CO 00 N r qt 3 CM o z E O m a E ;j o U '0 Q 0 CD � JOB NO : 21-4278 SCALE : AS NOTED SHEET NO. WP Il- ITl i T� I I a--i N February 12, 2021 N - -F--i TM PRODUCT APPROVAL SPECIFICATION SHEET Florida, Department of Business & Professional Regulation Pisan of 3 ds Of 02t lding Codes and rDetailCL 0 �, C:)- J AL IF (2021 ) o 0 ProdulU Approval Application it U Mounting gt�Ieets00[Gauge► As required by Florida Statute 553.842 and Florida Administrative Code 9B-72i please pro ide the in brmation and approval numbers on the building components listed below if Code or �y a Daze Pendn4 29A status � ,�fZy i �� -� k Q f. 1 Tvoe Yersian Manufacturer Contact ErrIs,-h License Vaidated By Validated Srrbm Hlatl FBCA el A " etlnv � `V ♦h '0 �+ ®�s t y�y which yq y +�I i ' y �yt,p yam. construction 7p applying they they ill b utilized on the conr7truction or are applying a Revision 2d7fi Therms Tr,tanrCorporationDoor Steve Jasparsgn LyndonF. 9Schmidt, P.E Ryan 767J. i95 P.E. 0723/2020 07/1272020 07202020 ion 3rz02d APproaed Catagary Extarlar0oora (800) 843.7628 PE-4340g. (813) 707-6555Ass project you #br J F J Sumpli eery: Exkxbr SnllaSperson�3tharntatru.co O fi�A ilr� t.�}ptJit :. Method: Re n inim511es Camplixn:9 Methptl Evaluation Re on fran a E Florida O L7 (Maylei CCit to � FlwldsReglsEnginerchkrdwaLicensed Professlanal Engineer O 1 Li Set Schedule ArrchorSche vite+gli�,jSrJbcateglry► Manufacturer Product Description Approval Number(s) Test Pressures Exp. date F[ 2a47t4Y3Pradpd ''.ry „, -- = ._ �- �pdINAaSgea Appreyadfor Us. Approved forUsa Ip82g§t pggy O O > '� Q�� S Right Bta*et (16 Gauge) kepi} ProtluctModW:NumbwwName PraductDescrlptlon Comrac[P.XplfirDate hiHV OutsldeMY )5Welgill Prescut -Yes Yes Yes WA IN •� (�, A\ O a rerr! 1 -Q Them1a-Tru .Fiber -Classic ar�.SmoothSlar Ngrt1na168R39,68quot lmpad3quot Opaque 12f312021 L Gaits. CongosflaEdgeFpargiassSlnpa.Dow '^ -a•-+ V21 D1a.A3,25GaIV. A. SWINGING ThermaTru \, Fiber -Classic and Smooth -Star (NON -IMPACT) F 61. 1 + 1 .01-67.0 sT ' 1 J3112021 : Opa e 12J31J2021 Yes Yes Yes MIA 2 0,Th.gre-7ru Fbar-Clasacend 5modh�Stgr Horvnal 130nb 8ggIXlmp4 8qudW Composite Edge Fiberglass Single Doorwkh t 1 C') •v�I v, O CIO Q `;-A � �- ThermaTru Fiber -Classic land Smooth -Star (IMPACT) FL20468 +67.0'-67.0 st p 12131/2021 frills,! p 0 GGG Sldolitt(s) Unaroanyroulswing: XO,OXor OXo � •� � 3 c. Tharma-Tru Fiber GassicazidSmaollrStar Nominal &qud lmpict8quat;OpaWe 1231202t Yea Yes Yes MIA Nomiale943, ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.t -80..0 pst 12/31i2021 6Itltpos daliteeFswingss�abg,XXorle lthor m�kho tSldeid silos I glOd ding; XX or CX%O rr-- oarlitrwthinsi 4 d. Thertm+ Tru FIbaUClasslc and Smooth -Star Norda1 WMI0:&qud ImpacAquot Qpeoce iMI12021 Yes Yes Yes MIA Camp sif Ede Rhergl ss SingleDoor +�j � B. SLIDING SLIDING �L ,� Windows MI YY�nd\riY? soli Doors s d Doors • ,�( Trr�e -f Series - FL1 FL15 (� (�/40 0 psi V.W 'TV. W sT# ' /� (qj, 1 Ld 1 d 2/ 1f 02 Screw!, 1#?-5/8 A .1 • fhsvmgroutsalnut; X cannpureacnl 5 e.Themta-Tru Fiber -Classic and Smooth -Star C-I'l.1 &*38.0igJdt;;IMed wct, rwllQVhe 17I312021 Yes Yes Yu NIP, OMO loorglals OXw /14120,21 urat tt�a�e �2/31 S,,WIR (1 Insann91Oulswing XO, d.figunRl C. SECTIONAL Wayne -Dalton y \ Series 8000/8100/8200 #1105 8X7 FL8248 3 +31.0/-35.0 2023 f ComposieEdgeM,glassoouaeDoaoXo 6 fThemte-Tru Fiber -Classic and Smooth -Star Nominal 8a'a'm 0&quodmpea&'Not Opaque IM12021 Yes Yes Yes WA. Ith or Hfurfk�arleStrta��p_ 1) wkhcutscalkes(Insvingr0utsring:.XX.o OXXO +al sr�y W Wayne -Dalton YYa lIFr'�Gi1tV'n T'�SI �+ (�li''� 0/ 1� # 6X Series Lrla�V�f 1" �r y 7rF'11 1V'F'k1 t t� 0t FL +T .1V �'y0 0}If `� ,tsM'AJ. Vf "y 'rl.. f �]�1� J20 1.LJ' 1SILki'2y o i p1 I(. tit 1: . J ccnninal 6onsl 7 g. TM1em5a-Tru FlbervClasslc aOdSmooth-Ste( Composite Edg:&Spoor Impactgquilt Glazed 121a12021 Yes Yes Yes MIA Compoeta Edge F'; Door ii11+3Sf12rS D. METAL LOUVERED DRS Curries DhAsion of AADG, inc 60'7,707,727,747eand 847 Single 8t Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 Front CrossSupport X cans rada !lose g69*311rggUoI:It�rehon; 8 h. Themm-Tru Fiber-Clessiesrd Smooth -Star Nominal 681F39;68quot hnpad8qu0t Glared 1?1312021 Yes Yes Y. WA Slope th Self- „ckinigN .'(May be cut to W) 'CH t.J.l+. Fl CornpoHta Edge.FlbergFdss 31tleIHgS}(I swingrC7utsYtin9 XO. .OX ar O%O Xor OX caliigural Canal a i. Thanna-i Fib rCl secandSmooth-Star Narii 16&#398&qua lmpgd$:quaL Glazed. 121512021 Yes 'Yes Yee MIA ioS 4! Left� t ��y � / i Fsx p� ryq,, g 1. A rlru Brackets P #14Self-�VtiFtg ScreA611Una IIna�Aln910uts Tree: XX ar O%XD 'Zoid6i Etl9 Fiberglass d obit XX.rOcchXX /y �,�r� /:■ '�� � )�� i DO 'or �t Back Cross Support Into +'11 . V rl BottomSide ry'gr +� r rt ,{_ H{ qt ✓r..1�> :,2et1t 1'-475Frllvr"''�' ai $�' - confi u itt" N-Im rat 10 J: Themta-T .Fiber-Clessicand:5mooth-Star Nanlna1t. Edge 8quatl pacngle.0 Olazatl 12%512ff21 Yes Yea Yes WA Cpnpas fe Edge FlbOrglecS Singie Doar {Inavtimg/Outr'ninq;0(oonfigurat[pn) i HUNG A. VII'FV LE H nfr.Al SINGLE /yt�N Windows MI IndLN li7rs and Doors '•.ry. �y py �s Series sI.,F S'sriG`7 �J'I,��H{ yynr�, yr�yr FL1 1'"� V.L . • ., . ..Q p awe, y,�y } s•�y 1;p,r /ILr' p Y/ 8 23 11 K. Therma-Tr0 Fiber -Classic and Smoalh-Star Nomina188#3S 0 &qua LnWad&qupti Glazed 121312021 Yes Yea Yes MIA Series 5500 FL239.2 N/A 7/30/2025 INSTALLATION INFORMATION IPGT Sidelde(s)f,Eagle SidsWCOMOneEdgtFllAO.1-ing O.OXOrOXO Ste 1rsat446it. nadursuclur, air filiuMucladi rid. carit "W a1GntIc AiF Chace- RillumsPAI Dowelling a"Wiliate neon"spsen 12 I: Themia-rtq Flbar-Cir-sic. and Smooth -Star Ndmins 88#38 0 8:quot Impactdqupt Glared IM112021 Yes -Yes Yes NIA Ctanposte Edge Ftgegf Double Pop, mllh ar B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351..1 +55..0/-55.0 2/16/2024 1 14e Tit Apply) pst iti oct sldetites ilnewinq/O tstiirg; XX or 0KAO C. FiXED MI Windows and Doors Series 185 FL153t49.1 +60.01-60.0 pst 4/3/2023 e�inalna) 13 m.Therms-Tn Fiber -Classic and SmoomStai Flmilnalfi8ii39:8&t¢, rot hnped8quot.Opaque 12f312021 Yes Yes Vas WA Composite Edge Fiberglass Single Da Rh PGT Series 5 20 FL243, 5 N/A 4/30/2D25 &gsdN Impact&pad Slde eater (Inminal Outswl8&q..t;I wOXOI,Dira moons) 14 n. Thenna-Tru Fiber -Classic and SmoothStar Nominal 6A#39;8 &poor Impact&pool Opaque 12312021 Yes Yes Yes MIA Florida Department of Business $ Professional Regulation rofessio g page patmentofBuuilding sinesses Composite. Edge Rherglass Doubt. O.-Mth &glla.Ncr Impact&quot Sidelkes Ihswln outswlmg: D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12131/2024 OXXOcomlgundlon) 15 c.. Therm,Tru Flba C4a can1Smooth-Star Nominal 6&#39v CAu01,ImDict&poor; Opaque 121312021 Yes Yes Yes NIA PGT �""� Series Series 5500 FL21.1 Lf ,I �y tll N i� �J �Ii 51 +�`12VL1W Product Approval Composite Edge Fiberglas, Single Dao •nith Application Detail r'" R 26 &quot Nan-Impact&blot Sldelite(M ( ti.ingloutswing: XO, OX or OXO cmAguratiore) 16 p. Thenna-Trn Rbar-CIe Jce d1 Smooth -ter Nomm, 8&#39;0&qud:[m d&qU t Cpeque. 121312021 ?as Yes Yes MIA Cmposte Edge Fiberglass Double Dow w'Ith - ��•q,}..�H E. OTHER TER S2Q. 1 or Datef Rate Pendlna ppjp &qud f+kn Impact&qud sidelHas: (Ins i glOutsasng; u GXXO onfigmdorti Iva -Version Manufacturar Contact anglnser B Clams. Validated By validated Submltiad FIRC Approval Appir Status 1? q. Thamra-Tru Fiber-Classcand Srtiodli-filar Ndmtnatfi&#398&qud Non-InWact&qud, Opaque 121312021 Yes Yes No N/A Affirmation 2020 Slued Vent Products, Inc. Graham Hermes F. Nor@rp P.E. Look. P.E. 12r1612020 t2N(i2020 12128r1020 Appravetl Ompmite Edge Fibe glass Single Door 3a PANEL WALL (1,,4 Category:C.ta;Prodl Gdntroducs (ilo 4manve0 P6-73778 (334j 300-1800 00-180 euSCategory: Fi°ducta mtroduCadesa Read It of Infogamanvent.cnn (Ingwingloutswklg=X configuration) 18 r. Tharma-Tru Finer-Classicand Smooth -Star NmX e16A#39;8 &qud'Non-Impac28qudt Opaque 1213d2021 Yes yes No WA Naw. Tbehhdagr Compliance Method: Evaluation Report from a Ronda Registered tee[oraLicensed Flotla ._...., _._..._ _...,_.. .. _ __.._ _.._..-_.. - games Hardie BuildingProd. rR -.._. , _ .._... _ .....__.�_,__.._._ ._._., _._ .. .,_...-.__ _.... .,_... .- ._ . C+ n lank La idrnq/�H and l-lardrePlanlc La SidingFL1 p p W' p _.. _..._... _-.-.._.__... ...._... - 31 2.1 FL13192a2 _ Sidelite sa i�b .f smXOU'OXw OXO () ( conflpu' lons) 19 Fibx-classic smoo111-Star NCENnal 6&#39,8 &poet Nan lmDaG[&quIX,.OpaQ4G 12+312021 Y.es Yes No WA MJ A. SIDING NIA 1213112023 Prde4siana Engineer RaPrada : I E. TM1ermB-Tru and Composite Edge Fiberglass Double Door with a with out $tsl aeS {Inswing Ousdn9: XX or OXXO cdiflgumtelorsl B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.01-75.0 ps# 1213112021 Quality Assurance Approved for Use Apnrovedfor Use Nmpacl Melon 20 LTherme-TN Fiber-O.sstc anGSmoath-blr Nominal 85#3s:4.qud;Non•Impect&qud; Opaque IM112021 Yes Yes No NIA Ci OTHER .Product Medal Number or Name Prbtlud [feseHotipn GoMrad Exdratlon Data to HVHZ gytsrtla NVN2 Resistant Pr¢ssure Oompo t Edge Flbargle Single Ooor 1 smartVeM Motlel#'1540-310 Duel FunWon Flood -end Ventlletbn Vent IV3112020 Yes Yea NIA IN 100 2 Smart ant MOtlal#1540di1 Dual Function Flood and Ventllelron Vent 12l312020 Yes Yas NIA tt90h 100 -.,-_. m ..-...., .,...... �.-.-.-... ' --^`--"'^ -*"-1. 1^'1_y 1 - I ,-":��^"' - I.11 -- s---• .,.-___.:. (Inudml/Ot mg::X mM1g Uod) 21 u. Thelma-Tru Fiber, SmoothStar NmJne189#39;0 &quot,Nan.lmpact&qud;.Opaque 12+31J2021 Yas Y. No MIA 3 Smart Vent Mode1#1540-520 Insulatad Flood Vanl 1MI2020 Yas Yes Composite Etlga FibugI ssSm0.Ocoralth NIA +100F100 4' Sma t nt Modal4r1M00.52l Insulated Flood Vent 12131Y2020 rinsuingK7ut rig' %O, OX or OXO Yes Yes NIA M001-IN 5 Smri nt Model#1540.524 1G8qud Ge ge Door R..d Vent 12I312020 Yes Yes NIA NIA 6 Smart ant Model#1540570 Wood Wall l Itad Flood Vent 121312020 Yea Yes NIA-100%t00 Nominal lIOnS) c.11RIN 22 y: Thelma 7YU F4EhGa5Slcand 5meoth-Stet Ndtilnal8$#3g,O8gUolass Double or 12J312021 Yes Y¢e NO NIA. Edge FlperglgsOtswir DXor �.�s ,per ,i/1� . IR[ TF f�� C� PRODUCTS TTT ROOFING" SmadVent Modal #1540.574 14:58qud; Geroge Don Flood Vent 12I312020 yes Yes NIA NIA O11or �mlh oul5ldelras: (Ihswing/Outsy rig; XX or0%%O withwi l o A. ASPHALT SHINGLES GAF 3 Tab Dimensional FL10124.1 NIA 12/1612022 n51 23 rr. Therma_Tru Rbw-Classic and Smooth -Star Glazed imin021 Yes Yes No N/A t Caned Edga8F&qumt:ess SicP.ctt&&quo: Comp.ed fte note t swmgritEdgeFib rig aeon) Z4 %,Therms-Tru Fiber -Classic and$mooth-Star Ndonl6&#38,88ggot Nbn-IMe0&quc(;Quad 12'312021 -Yes Yea No NIA Ctsinp its Edge Rha singieAoor Rh B. UNDERLA'`yirMENTS Tamko 15Ib Felt Underlayment FL12328 N/A 10/18/2021 Florida Department of Business &Processional Regulation pagan dt gU Sidelite(s) IrasinglOtaswing, X0, OX or OXO C. ROOFING FASTENERS NOT USED Building Codes and Standards 1111I2h21 12/312021 Yes Yes No NIA Prtx114ckApproval Application Dtrtall Norrietima) 28 y.Therms-Tru Fs>pFClaSslc and Smooth -Star Ncrtdnm 68#39;8 4.gUd;N01-ImRAd&qud; Glazed or - Nltho�btions) :tnmess'�9lDuss i°��la:x� oX cdlfigUmtlonS) 26 z. Tharma-Tru Fiber-Clgsalc and Smooth -Star Noiliingl 88#38A&poor Non lmpaat&qua; Glazed 12/3112021 Yea Yes No NIA D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge "dents FL18918e1 - FL18918-.4 N/A 9/9/202'6 Metal Products. Inc Vent RV 10 FL21580.3 NIA 12/3112024 Code I r Daze Pondlna Dec. Single) ComposiFlorida (Insa7n9lOuts Ile: X cmfigureeon; (tnWngt ESaingdge : e' lip"') Q�$ Q�e TYpa Ver�alori-. ':Ieanufacturer Contact Engineer a Ueenae Vaidated By Validated sim lited FOC:Apprnval Approved Status F 27 ze. Themia-Tru FRwrnCmsic and Smc Star Nominal&8#390&qud N0n-mVact&ggd;,Glazetl 12l312021 Yes Yes No MIA nc Lomanco Inc� T DA-4 -' Ghu .t rf 'Got Vent +r�A��r ��rl/,4-.s/ FL11iLrf�.1 aywrH 5j J� �9 5 "� wf 7.. eWt-V :. al.d p i 2/ �0 i0 ��y/5 1.L tl'1Ari' Y.L i.rr Revision 2020 Drexel 10MR;. I.C. :Jason ShUmate Zachary R: Pna9t Looks Bgwd. P.E. 06110l2020 OSM912020 OBI202020 101131202Q Approved Category: R6CBm9 i502)303-1511 PE?4027 Composite Edge Fiberglass Single Door with config."R. wing OataV.n$: XO. OXor OXO adeldreuonsl (534)300.1800 $upCategary: Metal Roofing jshu 1.9pdnsamet.eom Cwnpsance Method: Evolution Repot froma 28 ztx Themia-Tru Fiber-Clessicand 6mooMSter NdMnsits Edg9&qud Non loWae[Dco-eGtezetl t?131rz021 Yas 'Vas No WA 'Cmp sot Edga Flbwgks5 Double Dow+eirt w ! E. ROOFING TILES ROOFING /•y T �• Bvral Ill'rA-.. `f ilia `I' ♦H raj }�.Ha. FL7S.+'T 27 - FL( 9.,f{M �" f N/A p/ I LJ 12/31/2025 Florida RegWared Architect ore Lcensed Florida RaWslonal Engineer en-t Sidaltea. OriauingJOtsoing; XX or OXXO confggrbtionM Boral Tile Saxony 900 FL7849.18 - FL7849.20 NIA 12/31/2025 L$1?ti.Rl7Roduele- - .., -- QuaIXVAssixanee ApSarInWFIfor Use AoutsideHy"Ze Impact Design Sa Product Model. NumtYer or Nartu Pradum Description CotNraat EXalradlon Dale In HVHZ OutsM¢.FIVrIZ 1 ant Pressure DISC 100NS, DMC 150SS, DMC 175Sf DMC 1 grexel Motel Roofing Systems DMC. INNS, OMC 1506a, DMC 175S,➢MC 2008. 121312025 Yes Flo NIA loAli0 OM15V F. METAL ROOF Drexel Metals, Inc.. 200ST DMC 5V FL17879... 1 +0/-180 12/31/2025 5. SHUTTERS Flo Hda Department of Business & Professional Regulation Fagaiof3 RoridaDepartment of Business & Professional Regulation Pag.4of2 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15.076.2 N/A 12/31/2021 Building Codes and Standards 1n2g21 Building Codes and: Standards IMaD21 + �+. All American Shutters & Glass q�+ GaIxenized Steel Storm Panels {� FL17889.1 N/A ir•� + �'�y ry 12/3112021 Product Approval Application Detail Product Approval Application Detail C;Qk Entity Qr ,Dig pale Date Pending j'a(g, r Ill Version Manufactures counted Endnew8Llcanss Vaar�tad ByValidated Submitted FBC Aooaval Aaorawd She- C_'da rntavar gg(A g1[g, Data Pending .l�iS jYBf version Manufacturer Cooled E i r&License Validated By Validated Submitted FBC.Aoororal Approved Stai_s. fie STRUCTURAL Revision 2020 Therms-Tru Car pomtlCn Steve 1,76son Lyndon 9Schmid, P. E. Ryon J.Kieg,P. E. 07232020 07/12l2020 07292020 101132020 Approved Catogory�Ener ar Doors i800j 843-7628 PE-43d0U i813j 767.6555 SubCategory• Swinging Exterlar Dow As rriglles sjsspersosethermatruoti RWswn 2020 Tnerma-T Cnp°retidn Sava Jasperson Lyndon F. Schmidt. RE Ryes J. long: P.E. 10J132020 07/12r2020 D71302020 10/13/2020 Appraled Categaiq' Eld dot Dmr. (800) 843-7628. PEE43409 (813) 7$7-6555 ExtaTta As s)aspxson�iherm.VU,co IyiS�M P�NE NTB Compliance Nadi EveW.D.n Report from a m Florida Registered Architect or a Licensed Florida Professional En9neer CS.Mafagory Swinging Rep on,. R.dd%R. d,,#dhEiralueor. Rdersed ma m Reg st red Archiieet or. Ucan3ed Florida "`j'"'� l 'j ,et x yy fp j �•�. CONNECTORS/ H A. WOOD NNE T °R'ws,l D �•a lr^JII '111rnn+ uc Co u, H,•,r Structural y chart "I,rha1L l a 1Jp .arV rr.R -. 1 1 7d G i�G Professional Engineer Prfa _ .. ANCHORS SimpsonStrong-Tie see chart 1 M70/s6-Rdital�ats Quaaty Assurance Approved for Use Approved for Use lunDsKut Deslan 9sa rLd2D48'i:R9Prbducls audit, Assurance AppmWdfar Ues A owd far Use jmpact Dead- # rkoduct Model. Number or Name Product Descrintlo Contract ExolrAlon Date In HVHZ Outside HVHZ esl I ssu 1 a.Tharma-Tru Fiber -Class. and Smooth -Star Mammal 6&#39;88quctimped8quoF Opaque 12f312021 No Yes Yea NtA .seek Product M°dal. Numhar dr Narny Product Description CdMrael Eirpnatipn Data In HVHZ MORI, HVHZ Resistant Pressure 1 a. Thenna-Tru FNaer-Claeslc and Smooth -Star Nominal 68#39:8&qud Nw-Imp?d8iqua. Opaque 121312021 No Yes No NIA �+nr,, tA7,L B. TRUSS PLATES {,�Jf • L�'�• (� y�yY /'+fly �1,}�+ ITYY Building Components a y 1�1i % �L �a }A,. Alpine Truss Plates - FL1 9•1 FL1s,/'99.4 N/A 12/3112024 CompositeEdgeFberglassSingleDoor UnswingrOV[ewinp: X confiOuretlonl Canpcelle Edge Fiberglass Single Door pnxwng/Daltswing; X configuration) 2 b.Tharma-TruFiber-0l 1cand Smodh-Star Nanin,I6&#39,8&quo1JMp4d&quotOpaque 12f312021 No Yes Yes NIA Compaake Edge rb-glae, sin Door MiTek Industries, Inc. Truss Plates FL2197,.1 - FL2197.5 N/A 6/30/2021 gle with ce(al(InswinefOutswing O OX or OXO ohfigan,lgnallmsl Yes WA 3 c. Tharrne-Tru Fiber-Gesslc and SmoaN-Star Nrnlmel6&#3968qud,l p ct&qud Opaque 12/312021 No Yes C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, L L FL 527.1 - FLU 527.5 /A, 3/31/:20.21 Composite Edge Fibergl D ubie Door with or D. MATERIAL Cast -Crete Corp. High 'Strength Concrete Lintels FL1. .1 N/A 5/21/20.22 ot^aIlBlors) ,lnsw g+O tSr,ingXXwDXXO gp.sit 4 J. Thelma -TN Fiber -Classic and Smooth -Star Nam'mal 8&#390&qudlmp d&quot Opaque 12131 2021 No Yes Yes NIA Ed Edge FLhwgyass Single Door � p+ /��•+� /s fl-ra;l8&#39:ng: X dr"p ratonl 5 e. Thenna-Tru FberClassic and Smooth -Star Nonmal88#3908qurtlmpadBqud Opaque 12/31f2021 No Ves Yes N!A Inc.Canpasite Commercial Concrete Products c Commercial Concrete High Strength Concrete Lintels FL1774 N/A 5/.251,2024 /. W Composite Ede¢Fiberglass Single with Sldel(InswinglOutswing: %O. OXXor OXO wnfiquotguralims) 6 t. Therma-Tru Fiber-Clazsle Smooth No inal 8&#39;0 8gvd;lmpad8quot Opaque eels and -Star 1261 l2021 No Ves Yes WA CameoEdge Fiberglass ske Double Dow with or without Sidefitte (InsmnglOutswlng, XX or OXXO congguretlms) Florida Department of Business &Professional Regulation Pagel oft 7 g. Th.-.-Tru Fiber-Classieand Smooth -Star Nani-I6&#3988quotlmpedBgWt Glazed 1213t2021 No Yes Yes N!A Building Codes and. Standards 151202ICZ Composite Edge Fiberglass Single Door 'IR_IhglCutswIhg Xeonfgurabonl 8 h. Thartne-Tru Fiber -Classic and Smmlh•Star Nonmal6&#398&qudIlls Shgl.DGlazed 12/312021 Plo Yes Yes N!A Camposee Edge Fpergl ss Single Dew wlih " ( /�.t� {+ �y jyi�lrj y/�i �j i�r �s pt /•�y'�/� +� a�i \� 'L�� p`�. !� •��y� +j1gr •j+yy F-may. �'ya`s •jet pAt �ri� �.'Yi �`u �+ i{y ��,r• yy.F�+���yy -•g� The products listed below did not demonstrate product approval at plan re Yle Yi. I understand that at the time o inspection of these products, their following information must be + ProductApproval Application Detail CZ O Code Enidy ar to O.R. cars P ndina Date Sldette(sl (Inavmg/Out rang. XO. OX or OXO connh.16ons, fl I. Themna-Tru Flb@r-Classic and Smooth -Star Norm, al6&#3ge B erglas DNqud: Glazed 121312021 NO Y¢s Yes NIA Canposl[e Edge Fiberglass Douhle Door rvlflt or _ available to the inspector on the j-obsite; 1 j copy of the product approveli 2) withwt Sidelltes(hawingiOQ1swlrig: XX or OXXO V Manufad ter Enel-gr8 License Validated S, If FBC AiN wal S Type - -� s�4.Dl$£t Ya dazed Submitted Approved - /1 Lf- wren araun„ 9 ) _ R-W n 2020 MI Wrdo,a and Doors Brentsallngen Luis Robert. Lamas Stevan M. Jrreh, PE 101OW020 10Ri6l2D20 1011912020 121152020 Approved Cad F.W. or Doors r17 365-3300. PE-62514 17 317-8454 �g O I tee s)i 9ng.Exterior Dow Assembles bittlinger�mPoad.com to QualityAssurance Aovedfar Use Approved Far Use Tinned ' Compliance Method:. Evaluation Report from a Flo>RegisteredaAcMte tLicensed orid a }+ Design se" ftodud MatleL. Number or Name Prpdud Discr@dipn Cantrad. Fxolratlon Data I, HV47 Outside HVHZ ReslsiaM prolesslanal Engineer - - 1 L Tbwm Tru Fiber C asz,c and Smadh Star inal88k39 D. - d l 8 No Yes Yes NIA Nan 8 m d unt ascot Compost. Edge,Faleigl ouhgh Dle ❑oaf wor Imue���� QualiyA 'mono Approved Tor Uae Ao�o-d for Ilse et Deal- +r,Hhcut Sd.flt. (in swing/OulsrMg, XX or OXXC mB a Wsl i Sspk Product'Ntodel. Numbarar Nama Product Daserieeon Contract E-hret-ian D.A. In HVHZ Oulaide HVHZ R.M teat Pere terra 1116-00 atl ... k.. ,.. ...„.:-,r >,... ..,. ,.«. ten, .,_... -.._. .. :.:,.., .,<.a._ .. -... ..,.�.�r, ,.:. ,.,�.,... -. ..:.: : .....„,««....:.... ....,._.,.,,...- ...�_.,,,,,... ...>„>M.,. ., ..., ....._.a,.,. ,.,._ �.�.. ._ 1 SERIES A2(?ALUMINUM SGt7 SERIES 420 ALUMINUM 9GD OXO 121312024 No Yes Na. N/A I-314&qud tt80&quoY NON REINFORCED O 2 SERIEs 420ALUMINUM SGD SERIES 42GALUMINUM SGD OX, XO,XX 121312024 No Yes No WA --ses -rv-- n _ ...ud� r ,..., _ .,,., ..�.. -. ,. .._.. _. ..u..m .., _.,. <,: .....,.. .. ., ,. .. ,, », ... .,., ... ,,..,. ..... _ .,,, .,-,.e,.... ... _. .. ,. ,. � a.,,,. ..m.,,.._:, ,.. _ ... ., ... �_,....,�.. .� ..., ,�..., .,:,.,..,..,,. w>,r-- .. ,.:,.,,>, ,.,, �..,:. W ..:.. s.:,�,,.�,. ., :. .:,-..-...., .., ... ,u_r:.. ..,.w.,.,., .., .�..:.,._,...-, .- ,»-..m„..:. _.,.., ..�,.. ,,.-...,:>.�.�. . __,..: -.:a.. ,_ ..., ..,.-, ,�,,.<., _�, .., .,. ,+..,.- .,.,.. ,m,..rn. SERIES 420& U NU1445INFORCED 3 SERIES 420ALUMINUM SC-0REJNFORCED SERIES -020 ALUMINUMSG6 REINFORCED O%O 12/312024 No Yes No N/A 14"S3J ud".e8& ud' 4&q Xr q 4 5 RE k20 SOD Oft REINFORCED . 2131 !o o !A EIS' ALUMINUM' REINFORCED SERIE5420 ALUMIPIUMSGD:REIFF X 1 12024 f. Yes N N - XO. XX 5 SERIES 420ALUMINUM SD❑REINFORCED SERIE3420 ALUMINUM 90D REINFORCED XXX i7J372024 No Yas No WA W i APPLICANT SIGNATURE DATEICU _-. _ _ _._,. - .. _ Florida Department of Business & Professional Regulation Pace t di Bulding CDdes Standards Irpno2l _ - . ._.._ _ _.. ___ _ ,_ -- - - --- _ __,__ _... -... i- Florida Department of Business & Professional Regulation Page 1 of Codes a arn1 � d Building and Standards ti912o31 Product Approval Application Detail - _ _. _.._.. ._.__.. _ _ .__ Product Approval APPlicatoDetail O Code EntHv or Date Data Data Pandind Dytg Te De o n Manufacturer eer tact eraro8 ucerrse Valldned By Valielg aLo ri PBC Approval Approved Status Code Entity or Data Data net, Pandinp 1u T(pg, Version Manuf ie-vi, Cmtact Enalneer B License VAIIIIAW By Val dal¢d milted FBClw Arowl oved anus. g PGT Industries Jens Rosowskl S:atas Jeffrey t.1..1 Revision 2020 MlsmlDeda SCCO-CER Mieml-Dad¢BCCO-VAL 11/19/2020 102G2020 112N2020 Approved Ctleg.nr. E t dot Door. 315-25M Revision 2020 W.W,17aRon,a GMsiondOvemead Door Dwayne Kentish JohnE, P, Arneson. P.E. IDM212D20 0MWA20 1023/2020 12n512020 Approved Carpomticm PE-51737 (904) 821-5200 190)483,0100 (7aa) Subcategory: Door Assemblies Irosayski�pgtlndustnas n- (330)7614121 category extend, Doors dkomishfiwayne-daltcn.c G Compliance Method: GertiHcetlon Mont w Listlhg °ni .th.M .11111w - suhCetag ry Sectlmal EXt br Dow Assambllas 0111 CUmplian ant thotl: EValuatlan Report frama ¢ �e FLiCL57 R337Yadoats- - - FlOnce Registered Architect Or Licensed Florid. Z _ Prof�siodsl Engineer Qilallpt Assurance Approved for Use Approved for Use NnDad e I m Dum1r� S,sgld Pzodud Mod IN her m.Nama ProduetD Item: Contra.1 lion Od¢. I„HVHZ. Resistant Pia re ', , , , , , , ,. .. fLHlS24$ife'h1�F4O1WEtA - £ ^ Ye.�Z 9 SGD-5670(Large. Missile impact) Vinyl Siding Glass Door 04H42021 Ye' Ye. WA Cualihr Assurance Apmay.d for Use Aamnvad for Use Impact Deslan $009 Product Modal. Number or Name Product Description contract EvIration Date In NVHr outside HVHZ al. rs i 3 eDDIU81DOI8200:#1105 903S Me. y.M. 148439, Mac height. Glazing 121312W3 No Yea Yes +31.03F35.00 or Q J tl- available m lapintermediate section. iD 8000l810018200#1123 iq&#39; Ma aidth. 14&439: Maxlleight. Olaiing: 12/312023 No Yes Yes +30.001-33.50 avellable in top or Intennedsh, section. SHEET NO. PA 1.0 A Florida Department of Business & Professional Regulation. Pagel oft Building Codes and Standards Ia lurid Product Approval Application Detail 0044 entity or pate ate time pet[dim yell Type Version Manufacturer Contact Enainaer8 Ucallsa validated ire Vaetlatld 8rmm 1 II r FaC Anororal Aoornvs4 Statue Reysion 2020 CurdesOvisim al AADG..Inc. Tom Rattey UL LLC - Troy Bishop. P.E. 126N012020 12/012020 12/212020 Approved Category: Ekteiior Doors (641)494-2873 (954)947-0890 8ubGategary: Exterior Door Components torn.rstayip—al.blel CotnplWnce Method: Certlfcatlon Mart or Listing m Quality Assurance Approved for Use Approved far Use Impact postal) Sl Product Modal. Fiumhor or: None Product Desarlotion CaNract Exaimtion Date in HVHZ OutsideHVHZ Resistant Pl9ggune 1 607. 767, 727, 747, 757, 777, end 847 Smgie and Pelts of Flush. Glazed, and Louvered sulgie and pairs or 12e31202.5 Yes Yes Yes WA Doors hollow metal doors: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page'I of lIU2021 rdE Itv or. ,ate 91.1 Date latitudinal PlAt JyB@ version Manufacturer Centel Enomeer 9 Wants Validated By validated Submitted Fill Approval Approved Status Affnration 2020. PGTlnduatrles Jens Rasl Merrill 13CCO - CER Masml-Dads BCCD-VAL 11W52D20 11/0&2020 11/1112020 A.pprovod Category:';MWndo'we, (941) 486-0100 (786) 315-2590 SLhCategary. Single Hang JtpsoasM�pgl ndUSttie9,D Camplimge Method Cerdfiicit. Mark or Listing om ^. .: •. ,.. _. ,.. . .lislern Quells Assuranaps Approved for .Aomovediaruse pall ,., ;leg-# Product Model. Numb" or Name Product Description Contract Exdtatlon pate In HVHZ Outside HVHL Renshasint Pressure- 2 aH5500.(1-Mge W-fle impact) Vinyl Single Hung.Wil 0760MO25 Yes Yet Yea WA Florida Department of Business & Professional Regulation Pagel art Florida Department of Business B Professional Regulation Pagel at Florida Department of Business & Professional Regulation Pagel d1 Building Codes and Standards 1FN2021 Building Codes and Standards IFQWl Building Codes and Standards 152o21 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 92d- .enttreg pgtg is Date PendlnD. one f• Enifti or f�tg }eta Dann Psntllnu g�q o�ai El or fit@ Date, Pardind ,Data JypE Yarsim. alamnfadurer £.0ta&l Enoine,ra LicMrs, Vdladae ev YaNdded FBCAonmvat Aooroyotl alalus Verso jyrEe, _,- Manufacturer t Engineer&License Contact validated By Validated ^yu�g� Fill Alan l Rvorovad Status Sypp Vemian. Manutaetufer Contact E. airwer&Licarrsa Vaadaled ay Validated Submitted FDIC Aaororal Roomred Status Redden 202C MI Wlndw.,s antl Duos Print Sltlmgw American Artii la tural Seven M. tfidh, PE 11f2212020 l lt22,2020 1128,7020 Approved ARmmatgn 2D2(I PGegory: Jana R86-010 MIaM-Dade BCCD-CER - Ill 11A5I2020 11N52029 11/11/2020 Appravxd Ravlsran 2020 Ml Vgory, and Doors gt totl'. Lu 's E e E an linger I- .P Sev nM UY G1,P 10/0612020 10/082020 1 : a 4211512020 iD19202 "Moved Approved Category:.WhIlows (717)355-3300 Manufacturers Association r717)317-8454 ywnao is Wh (786) 3Dade (941)486-0100 (786)315.2590 - Cdcategry,m.n l4 (i17}365-3300 PE-625ti4 C717}317.8454 - Subcategory: Fixed bsflingjMQ Wldcom SubcteglCategory: Fixed IresD,tskr�pglinduetnes.c. Subdtegoi•ethod: bsitlinger�mlwd.com CompllanceMethod: Certification Mark or Listing Mnnial.n. Gompnapca Method! Carusption Mark -dr Listing Dm E Compllanca.Memotl: Evaluation Ripon frame 5369. 18� pDmnda _. _ Florida Re9'stared Architect Me Licensed Florida ' L424r•R24 Rodpe 8 ;. -Qualdv Prde.sipnal Engineer draflry Aaairanea rove f...':Us, onrav for AOp tl M A ed io Use g➢P9ft G36tgll Assurance Aporwad for Usk Annrovad for Use I� iieFlgL'- - Seo k ProtluctModel, Number or rMme Protluet Descrlpllort Carucci Rxoaallan Dale In HVHZ OuleMe HVHZ Resistant Pressure gas & Product Model fArmber or Name Produck Dasaiption Contract Exdratlon Deta In HVIl Ouhlde HVHZ $Z{IEjgj(i pressuro 1 185 PW 73. 721nsulated Glass 04/0B/2A23 No Yes No +601-60. 5 PW-5520(Laige Mlsllhl %Anyd Fixed Window 04aOl Yes Yes Yes NIA wanN Assuranegg Aomdwdforuss Approval for I.J. WROW Decal - Soo M product Mader. Number or. ill Product Dose'lithe , CaNract Parker- Date jn HVRZ outside Hill Resistant ,Pressure 2 57S6 Vertical Aluminum Multon 121si12024 N. Yes Yet N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page Or 11512021 Code Entity o "a Data Fate Peal Data -IV.. Vorslan Manufacturer Corked Ell ... A U ...a Vaatlated. By Veudeled Submined FBCAMMenal Atorl Status Revtaidn 2920 James. HardieBuilding Products. Inc. Chad Dial V: Andrew Tan .John Southard, P.E. 011052021 12/142020 DIJOSQ021 dial PP FBC A n Category: Rana) Wall6 150P1545•B353 pE81662 (352) 367.2526 llutca.00(r. Sidling ohad.demksQemeshard Compliance Method: Evaklatlgl Repot torn a e.com Rodda Registered Architect ore Licensed Florida Professional Engineer PLiial ill Product Quality Assurance Approved for Use Approved for Use Intel goal a_gY Product Model. Nttel or Name Product Descrl0nen Contract Expiration Date In HWZ Outside HVHZ Resistant Pressure 1 Cempill Lap Siding fiber -cement lap airing 12131/2023 Yes Yes WA N/A 2 Hardi.Piank Lap Siding fiber -cement lap siring 12r312023 Yes Yes NIA N/A Florida [)apartment of Business & Professional Regulation Pagel a1 Building Codes and Standards 110/2021 Product Approval Application Detail 0940 _ Entity or pg(,g wig Date PendlnD tea, Tvoe Vale pen Marufaetunr Conrad Enuneer& License Validated By vaiitlated Submitted FBC Approval Apo—,d Status Revel 2020 L.V, Thompson, Inc.. dW Thompson Architectural Tony'Chdstman Zachary R. Priest Seven M. Urich, PE OW17202o 09/162020 M12MO20 12/152020 Approved Metals Company(TA!kl (Bd3)248.3456 PE-74021 (717)M74454 - coital Rooting tory4&gometekoofng.com SubCategory: Roofng Accessories that are an Integral Pert ofthe Rooting System Compiler" Method: Evaluation Report tom a Florida Reglstered Ardtdect we Licensed Florida Professional Engineer QMdky Assurance Apparel for Usi Approved for Use .IiiiijA4i Design Sao:# Prod uct M ode], Number or Name Praduct Description Cbntmct E.analion Ode: lrIHVHZ :¢(Rine Will Resistant PPm 3�re 1 TAMCC Fiat Top Off -Ridge Vent with Sale for The 26 ga static redfverrtildor Mth baffle 091092026 Yes Yes NIA rl 2 TAMCC Gao.... ck Vent 26 its. o"ano26 M. Yea NIA e0/-52.5 3 TAMCO Ott Ridge Roof Vent Frith Baffle' 20 ga- static roorvantilator Mth Integrated buffo 09JOB2026 Yas Yes NIA NIA 4 TAMCC Round Top O1FRid9e Ventwith Baffle for Tile 26 ga static roorvenhlator n4th baffle 091092g26 Yes Yes NIA WA Florida Department of Business & Professional Regulation payer eft Building Codes and Standards 1172021 Product Approval Application Detail Cod- Enal par gate 2d.S Data Parl PAR Ti'B.@ en YSL� Manufacturer cant EfgateerB License validated Byvalidated �� Submitted FBC Adnmyat Approved. sat ,s Revision 2020 Glbal Prolachon Products, LLC. I'm Robinson Walter A Talk Jr., P.E JoW Kn¢arl PE 09/08/2D20 09,0812020 1010IJ2020 12/152020 Apprayed Catimpel Shutters (9$4)680-7545 PE`44167 (9S4} 772 G224 SDbCategprY--Storm Panels tirti.fobinsdn @gpPent.eom Cbmpllance Named Eveludlat Repot from a Florida Registered Architect or a. Licensed Florida F Professional Engineer L&I+'d76-R&Pre 11 re Quality As orance Approyed forUsa Approved nor Uee esistant De Sin A Product Model. Number or Name laredud Description Contract Expirdion Dale in HVHZ oustde HVHZ Pressure 1 20 Gage. G.Nenciad Steel Storm PanaluMVlg Corfu gated Galvaniped Steel Storm Panels retained 12/312021 Yes Yes Yes MIA or not by tracks to pra lde hu nice. proledim. 2 24 Gage Galvanized Steer Storm Panels/NHVHZ Corrugated Galvanized all Storm Ponds framed 121312021 No Yes Yes NIA or not by tmcks toprovide hu micane protector. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft i r2o21 Code Ell or pate Dole Date pe ldlna.Date TTXpf Yersion Manufacturer Contact Engineer&iJra3nse validated By validated Submitted FBCAgcrgy—m Approved Status Revlsbn 2D20 Mrr k Inc. Erin W.W. ICC Evaluation Service, LLC ICC Gvetualon all 10/(Il 00130)7020 1011112,120 Atoll Category: Structural Components (952) 808-M6 LLC. Subcategory: Truss Figure eweldeno"iLdon, (205) 599-9800 compliance Method: Evaluation Reportfroma mp Product Eyaluaton Entity FL f 8 417 t3'odlictS - Quality .Assurance Appeal for Use Approved for Use litiji oesion S." Product Modalfatmhal or Nome; Product Descriolon Contrast Excoriation 0111 jn HVHZ outside HVHZ Resistant Pressu,. 1 M1&SHS 18 ga. super high strength truss connectorplate 06/302021 Yes Yes NIA MIA 2 Mill 16 16 gatIntl connector plate 06/302021 Yes Yes NIA NIA 3 MT78H8 18 ga. high strength truss connector plate 06/302021 Yes Yes l NIA 4 N T20 20 ga. truss connector plate Oa/302021 Yes Yes NIA MIA 5 MT20HS 20 ga.. high strength truss connector plate OGi302021 Yes Yes N[A MIA Florida Deportment of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail page oft 6 antl Coe - Entity nr weDate Date Pull )]r)i[e nroe Version Manufacturer Contact. El ..& Lfcenea Validated at Validated submitted Far Atoreval Accanc d States Revision 2020 Alside.. Nick Thampew Lyndon F. Schmidt, P.E. Ryan J. King, P. E. 1012S12020 102ar2.020 11JOW020 IW15f3.020 Apprasad cwogory: panel Walls. (330)922.2359 PE-43409 (813)7S7.6555 - SubCategory: Scifks nthomp-0.91ace.cpn Cornpllance Method: Evaluation Report tom a Florida Registered Achiteet ore Licensed Florioa Prprenional Engineer F(c#1527R-Ra products .-- _ Qualtty Assurance Approved for Use Apor-ed for Use Impact P±olgn 9eo R Product Model. Number or Name Product Descrlptlon Contratt Exotretlan Dare In KVHZ NOW HVHZ Resistant Pressure 1 -a. &qudt2T&quot Soffit Vent or Sold Vinyl Spirit IWI21121 No Yes No MIA 2 b. 8qud'lalence 74ill Stilt Vent or Solid Vinyl Soffit 12/31/2021 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I I I 110=1 Cod- Enlih or r Data 291 Date Paridna ,Data 'Voe version Manufacturer Contact Prtgmeor B License validated By validated Submitted FBC Approval /Apprgyed status Items. 2020 Flol Metal Products Inc. Cierkjeree James L. Bucker, PIEQ, Steven M. rldtt„PE 0WZ7J2020 09rc'512020 10/042,020 12P612020 Approved caagory:. Roofing (904)743-6400 CBUCKEnglneorkag (717)317-8454 Subcategory Roofing Accessp-lia tare an daneflann=cOm PE31242 Integral Pan ofthe.Rooling System Camplianxe Method: Evaluation Repot from e Honda Roglstuccl Architect or a Licensed FIl Professional Eno ... r 2Pr a,de dually Assurance Anprcved for Use. Approved forUse Inroad 91. Sea d Product Model. Number or Me— product Da - Hotion COMraat t olmllon Bats I' Outside HVHZ Resistant P^assura 8 0 3 3'-FLAMED gaot:RV1 Ridge Venl&quirt; i hadr fabricated V2 Aluminum Ridge Voris for ptte -aok1213 024 h Jo Ye s No f MIA from 0 025 Aluminum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel at 117F2021 Seale an ty w pate Ell: Date Pending Done V ion Manufacturer T e uJfL t Enomaer&License. VaiMalod Bv. �B}PE validated aJlbmiV.@4 FSC Apordyal 9B8r9.3E St3iVE Rdvlslon 2021) AllAmensen shytter9 and Gil Mike earblad Frank L. Bernardo, P,E Troy Sisitop, P,E 1028l /0/152020 llMS2020 12/152A 20 Approveo Category: Shutters (361)712-9862 PE-0046549 (9541647-08(o Subcategory: storm Panels mikebfil.allamericanahutte Compliance Method! 2Val 'flan Report from a rs.cam Florida RegisteredArchiled era Licensed Florida Professional Engineer - PLkirBSs-R3 Prpducte - Mal Asserted, Aturaved for Use Apparel for Use impact Design Sgo# Product Is Most. Number or Names Proluot Descrill rcntrsd Exdration Date Ill HVH2 Outside HVHZ Resistant P1gg- 1 24ga Galvanized Steel Storm Panels 24ga GaNenzed Seel Storm Pants 12/312021 Yes Yes Yes WA Florida Department of Business &.Professional Regulation pagel on Building Codes and. Standards 10221 Product Approval Application Detail Code 91111tv or Iiiafi owe Date Pending l tg_a Tvoe Version Manufacturer CCoohtatl Eris— &Cleans, Validated Sa Validated Submitted FBC Actual Actor ..d gtetus Revision 2020 Weyerhaeuser Rob Baldwin ICC Evaluaion Serves, LLC Ian Lehrer, P.E. IONsil 20 Applied For Category: amictufal Components (253)924.6475. 1608) 839,3285 Subcategory: Engineered Lumber RodWS Id1 J.M,,WMhs ComplianceMuatlen Report Method: Ev a from a euser.com Product Evaluation Entity 1N� 27-1i11'Peoduets Oul Assurance Approved for Use- Aporwed for Use Impact s❑e inn Sag A Product Model. Meal or Name Product Description. Contract Expiration cafe in HVHZ Outside HVHZ froslyaOtPressure 1 Microumn LVL LMmnded V iieer Lumber 03/31202 1 No Yes NIA WA 2 Parallam PSI P... lial Strand Lumber 031312021 No Yes NIA WA 3 Tlmbar51ramd LSL Laminated StrandLumiber 03/312021 No Yea NIA NIA 4 TJ Ill Sol structural Composite Lumber d[ Oriented Strand 031312021 No Yes NIA NIA board Rim Poll 5 Wey.maleuear Rkn Board Oriented Srand Beard Rim Board D3/3i2021 No Yes NIA WA Florida Dope rtment of Business -& Profassdonal Regulation Building Codes and Standards Product Approval Application Detail Page:I of VWD21 - Cog Putty ar Date j?gtg... Date Pending P�a��te�� Type Version Mantrai.turer :Contact Engineer L Lid r— validated BY Validated Submitted FBC Approval j� PAo ovaA Status Revisiart 2a20 GAF Michael Stiah ROberl I4leminen John W KOezeWCn, PE 0626fd)20 0621/20Z0 '701022020 - Sr 12n 2020 .... Approver Category: Real (8DO)76a.3411 PE-59169 (B54)772-G224 - SubCat.ill Asphalt Shingles msticbegar:com compiler- Method: Evaluation Raped from e Fiorlda Registered Architect or a Licensed' Fierce Protessional Engineer ;.F 07 r orirn.Hs 7a-R 2i! - -QualRv •�coal: Assurauger Aptaolfor We Approved for Use hrDact ^ # Rodrtct Model. Nuill or Name Prodi DeseHetlon Cerebral Expiration Dace In HVHZ Outside HVriZ Resistant pressure 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-ttl aminated. 5-tab and 1211642022 No Yes NIA NJA Mpkidga asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepsi oft 117=21 Entity or .Data WA. Dine Pendilw pg(e Woo. Version rol—facuer Contact Enpinscr&License:: Vatidareday Validated submitted Fee Apdrdval Approved ffiatug Revision 2020 Ldmencp Katrine Jelley James L Buckner, P.E. Stevel,M. Ur.h, PE 1123/2020 11MI2020 li2912026 ding Ill Appr - Category: Reeling (501I983-9163 PE-31242 (717).317-8454 - SubCatal RouffirgAccessonel Mean kjelleytillorranco.com inegral PaVorme Roofing "tam Cpmpllance Mamvd: Evel.l Repot Indma Florida.Registered Archltecti aLieensed Florida Professional Engineer "J=LkTYZp2Rg'.Protlttcts OuagNAssarial ApprelforUse Aporovedfor Use :Impact Beal a-# Roduct Model. Number or No,, Product Dascrionan contract Parturition, Dale In HvI4z 01tiade HYFIZ Resistant Pra—be, 1 rn'- A- orT (Built Deakrtir A-4 Dack-Ai D d R D Lov. pcoii Polypropylene Pleafc pool 12/102025 e, lyrtmpy No Yes No -,97.5IW.5 Machamcngy Attached to Pill beck; Florida Department of Business & Professional Regulation page I dfI Building Codes and Standards 1172o21 Product Approval Application Detail Cod. fortify or owe 291 Date Penillrw 20 Ik2e: Version d anUfaaturer t c Ced� Engineer Dcerrss. "ed By validated vdl ed Validated submitted FBCA royal 4L� ve Aanro d t s anus 1 n Revision 2029 Alpine Siuerl Le,rie ICC Evduelon Snon4ce LLC WINsim M. Ranieri: PE 102 020 10Y31l2020 22 111052020 _ 11(05/202 0 Approved Category: structural Components t321)710-3377 1407)6214817 SvbCatestory: Truax Plates -siar4saalpir.o .cam Compliance M.thcl Evelti on Papal from d Product Evaluation Entity N..L$'ISg3riT WAaaEis Dual A—1 av Aopres ed fcr Usir A ootio ad for use impact DYv[�.; $eek Product Model. gtmgon or Nam Product Description contract azIM Expiration owe VHZ (lam Outside HVHZ Res�tanl la ue � 1 ITW BCGIAPirie Higher Strength tH &amp` S) Mdei 1-cetor Plate I M12024 Yes Yes NIA NIA 2 ITW t3CG/Alpine Hill Plate Mdei Connector Plata I V312024 Yes Yes NIA NIA 3 ll ffCGlAlplre Truax Meet COMel plate 121312024 Yes Yes NIA N1A 4 ITW BCG/AJpine Wave me.] Connector Plate 1 M1I2024 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Page 1 rift Building Codes and Standards 117r,.o2i Product Approval Application Detail CstiN or Daha Pat Date Pandired lie. Type" Val iNatAlradurer Contact tropical &License Valdated By validated submilFBC Approval Approved Status Revision 2020 CAST-CRETE USA LLC Cmlg Ramno Miarrd-Dade BCCD -CER MIMc9-Dade 8CC0-VAL 11202020 1027/2020 1I271202Q Approved - Carogaryr Struchal Component. 1813)621•4641 (7861315-2690 Subcategory, Products Introducedas a:ResultA4 apt mlno♦casterete.com New Technology Itanoe Method: Certlflcahon Mark or Liebn Complion" g ''FLtlfi&Ra8 P.ddi2is (irramy Assurs— Abdul for use Approved nor Ilse Imued giant 4000 Product Model Number or Name Product Description Will Expration Data II) HVRZ outside HVHZ BeStil lrt Pressure 1 HIgT Strength Concrete Lintels 4. 6, 8, and 121nch wida-9nlels 06nlI 22 Yes Yes NIA NIA Florida Department of Business &Professional Regulation papal d1 Building Codes and Standards tF i ProductApproval Application Detail code Entity or Date Dadg Date Pend na Fare Teoa ve.h., Manufacturer Correct EnolnewBLidenso validated. Nv validated Sutimltlad Fill Acribi l Aallovad Status Revision 2020 MI W Widows and Does Bent Sltlinger American ArchRMlural Seven M inch. PE 10108I2020 10l(16/2020 10119/2020 Approved Category: Windows . (717)3M-3300 Manufacturers Association f717)317•B454 aubCale Tory: Hmltontel Slider bslsinger�mivtd,com Compliance Method: Certification Mars or Lasing Quality Assurance Approvedfor Use Antroved for Use Impact Del Pao#> Product Model. Number or Name Product Desviotion Contract Exotraavn Date in HVHZ outside NVN2 Resistant Rrnssure 1 HS 166 Fin and rlenge Ill 73421eaulded Glass 02/18/2024 No. Yes No t551_55 Florida Department of Business & Professional Regulation Pagel dI Building Codes and Standards IiBl2o3i Product Approval Application Detail SegdE EEntity Sift ate Date Pondlno gafg . I,ll Version Manufacturer Contact Endaraer & Llcens, Validated By Validated Submitted Fill Approval ApOrcel Stive Affinnaticn 2020 PGTlnduslras Jens Rospwsid Miami -Dade BCCD -CER Mieml-Dade BCCD-VAL ite0 non 11105W2C - 11/1112020 Approl Category: yWndows (9411486-0100 (766)315-259Q SuhCategpry: MPllims IrceoeekltillrrgrindusMes.c compliance Method: Cerdaeafnn Mark ar I-Isfing cxn - - _ Q-11hi Assurance A,,—d for Use Aogmvad nor tine Inroad as on SSeu.k- :Product Modal. Number or Name Product Diserlpdol Contract Expaatlon Date a1u HVHZ Outside HVHZ Resistant r 1 1 Mullions for All Doors and paindoes Aluminum Mullons 05126,2923 Yes Yes Yes NIA Florida Department of Business & Professional Regulation page I aft Building Codes and Standards a z021 Product Approval Application Detail code rmIN or Date Date Date Pending _DM mm Version Manttfedur,r Cloned Endinasr& Lreansa Validated via vell"'d SWlmittad FBC Approval Adel Status Revision 2020 TAMKO BUfldin Products. LLC S g Kam -Eden Rouen Niemnen John W. Knezevlch, PE 10/042020 051292020 101122020 12M512020 Approved CareDpry: Rvo4iig 1417)524•8644 PE•50168 '(954)772-6224 SubCalegorp Underlaymetxs k-em_eden�temko.cwtr Compliance Mal Evaluator Report torn Florida Registered Architect ore Licensed Florida - Professional Engineer QuallNAasurance Appra or Use Approved —YS1.C— for use ac 1Ne1 mil] $an Y Product Model. Number or Name Product Qeserlrttio contract Expiration Date In HVKZ outside HVHZ e t m t Pressure 1 TAMKO Rod Umli rlayments (HVHZ). Roof undereymensefor use in FBC HVHZ 101192021 Yes No NIA N/A junta deans. 2 TAMKO Rod Undenayments(NDN-HVHZ) Roof uncledeyments for use In FSC non-HVHZ I0/18Y1G21 No Yes NIA NIA jur aMctians. Florida Department of Business:& Professional Regulation Pagel are Building Codes and Standards 10/2021 Product Approval Application Detail Code 6diN or owe owe Date Poll [We Type Yereian Manufacturer Contact Engineer& License Validated av Validated _Submitted PBCApproyal rA000 ed Still R®MdDn 2D20 9 ..I pear Anderson ill LAPMO Uniform Evaluation Gary W. Walker 11/032020 11102CO20 11/05/2020 Approved Category' Roagng (W) 380-60gl Services LLC. (205) 654-0160 Subcategory. Rooting Tlle§ RcbinAndelsolCbofal.m Compllanoa McUod- Evaluetlei Reportfroma m Product Evaluation Ill tie ge�42 p/Lttldd'5: - ... QuaIM Assurance AmfoveetarUse AomavediforUse Impact" Deslan Sack Product Mom Number W.Name Product De—ldlon Contract Emnal oats. all Outside HVHZ Resistant Pfetsura 16, Sexeny, Shake, Si Country Slate, Sphl Old English F1et Profte- Dever, CO 12/3l=f) No Yes NIA NIA - Thatch Uncp, Impact 17 Saxony 000 State Shake &asl Split Shake Flat Prdlk -Stockton. CA 121312021) No Yes NIA NIA 18 Swel600 -Slate Shake Bamp: Split Shake Flat Profie- pill CA 12131202D No Yes NIA NIA 19 Saxony TOO - Shake, Slone & amp: Split Shake Flat Prefle- Stockton, CA 12/312021) No Yes MIA NIA 20 Sexonv 700-Bheke. Mate&expo: split Shake ill Prafle-Rialto, CA 12/312020 No Yes NIA NIA 27 Tejas Espana IS. reelma Mph PraAle-Katy, TX 12131202Q No Yes N/A MIA 26 Nhe Low Prcrilc-Katy. Tar 12/312020 No yet FI/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pages di 1I7/2a21 gaft Ill Or pen, .gel.@ Date, Pshdi DAR - V Iy� ersioII Manufaeurer Contact Fitdneer 8 License Sr�ta_ auhmr ValidatedBv I Submitted validated FBC Approval AppmYid Status Revision 2020CornmealCmbrde Procuctil Robart GIfle Samuel A. Greenberg John Hoy 121162D20 126 12292020 ding FBC Appr, Caftill stniduel Components (813) 959-3707 PE-34245 (352) 588-5311 SulaCatagory: Products Introduced as a Result of presastgator�yehpo.com Neel Technology Campll—Islithel E-1-t m Rl from a Fends Registered ArchRect are Licensed Fill Professional Engineer PLVMr7FrraProddcte . i� .. 0-111y Assuan— Amiravad for Use Approved for Use Imnect Deal- 4--gut Product Model. Number or Name. Product Description contract Expiration all In HVHZ Outside HVlit"Iyart. re r - 1 Quell Procast or commercial Concrete Product$ Precast and Prealall Concrete Linters 051252024 No Yes NIA MIA N N c1) l 0 CD }A }. (3)0 Q O C I •U) O c -= L W O 0 Ca LL p > 'CT3 .=^ a) O W O .= VJ E z z W J Y C"""""' 0 al c0 clin It O }^,� W ICU O L CIO 0_ c �I U O 0 CL U '/W^� 1i/ i m m W z z J lfi --]----T— -._ - _.I SHEET NO. PA 1,1 O a W U (3)O i Q N O _ Simpson Strang Strong -Tie 2020 FBC Approved Products Updated ,zr�orzozo p � Simpson Strong-Tfe 2020 FBC A1�Mroved Products updated 1zr�o/2ozo . ®51m1 San Strang-Tfe 2020 FBC Apnpnroved Produc#s Updated 1213012020 . - Simpnson Strontn�l Tle 202d FBC Ann raved Products Updated , orz 20 p d � o ��111 O L, For direct Inks to ell SST approvals listed below, CLICK HERE , For direct links to: all SST approvals listed below, CLICK HERE ... :.. For direct links to ad SST approvals fisted below, CLICK HEREr For direct links to. all SST approvals als listed below:. CLICK HEREp �R W ICU " n Fa additional Information regarding Florides Statewide ProductA Approve] to eg _ g pp System and Ntlam-Dade. County Notice of Acceptance.(fJOA), CLICK HERE. For additional imdrmaton regarding Flatda's Statewide: Product Approval S tem and Marry -Dade Oaanty .: P Ys Notice of Acceptance (NOA), CLICK HERE. " Fa additional information r ardin g Flor do's Statewide ProductA roval - tem and Miarril-Dade. Coup e9 . . 9 PP � tY Notice of Acce tance (NOA), CLICK HERE. p . For additional information re. ardirr Florids's Statewide Product roval System and Maori -Dade. County 9 g AAP Notice of Acceptance (MCA), LICK HERE. � U U FL#2355-R7 FL#10446-RG FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.5/8" to 3- =3 (a 9116' and heights ranging from 4.51i6" to 11", Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model, Number or Name Product Description sea # Product Model. Number or Name Product Description version (H USC) available for models having width equal to or 0 O 1 Titan Stainless Steel Concrete & Mason Screw Masonry (TTN-S5) 114"diameter Titan stainless masonry 1 A21, A23, A33, A34, A35, A44 Angles 1 efi, BT6, BTH Brick Ties greater than 3-9116". C L L O 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12 CMST14, CMSTC15 Coiled Straps 12 IUS series hangers Face -mount hangers available in Wdths ranging from 1-718" to 3- 0 5_ � 77 3 APB44, APS44R APVB66 APB66R APB88, APB88R, AP61010 APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, C522 Coiled Straps 5/8" and heights ranging from 9.114" to 16". O U _ FL#956$-R6 APVB44R, APV666. APVB66R, APVB88, APVB88R, APV81010, APVB1010R 4 CSHP16, CSHR20 Coiled Straps 13 LGU325-25LGU3,83-SDS, LGU5.25-SDS Face -mount hangers (� 0 -+- 4_ (� 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-e, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LL128, LU210 Face -mount hangers -0 Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 OSP, SSP, TSP Shed to Plate to 15 LUC26Z, LUC2107 Face -mount hangers E OL 1 SDID112DBB Outdoor Accents Connector Screw 5 APHH45, APHH46R, APHH610, APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A, 42.5A, Ha. H6, H7Z, H16, H18S, H16-2, H18.2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116"to 4- C/) (3) 2 SD9112, SD9212; SD10112, SD10212 Slrong-DriveSD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3; HGT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10-15/16". (/j O C- 3 SD91125S, SD9212SS Strong-Drive SO Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH26R, APLH210; APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU363-SOS; MGU5.25-SUS, MGU5.50-SDS, MGU5.62 SDS; MGU7.00-SDS Face -mount hangers (Q i--' `'^^ 4 SDGF22434, SDCF22512, SDGF22614, SDGF22700, SDCF22856,$DGF221014, Strong -Drive, SDCP Timber•CFSCrew g 8 BVLZ Brick Ledger Connector 10 HSS2-SDS1.5, HSS2-2-SDS3, HSS2-3SDS3; HSS4-SDS3 Heavy Rud Shoe 18 U es s Ml son hangs,'g „ r-. Face -mount hangersavallable m wtitlths ranging from 1-9116 to c g � � _ v J Q SDCF221134, SDCF221334, SOCF271958, SDCF272358 9 CST2Z;'CBT4Z Concealed Beam Ties 11 HST2. HST3, HST5, HST6 Straight Straps 118" and heights ranging from 6-15MV'to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP2271)0; SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP2714D0 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTSQ20KTZ Heavy Twat Strap 20 SUR, SUL. SURC SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9/16" and heights ranging from 3-1118" to 13-T4". 7 SDS25112; 8DS25134, EDS25200, SDS25212, SDS25304, EDS25312, SDS25412. Strong-Dnve:SDS Heavy-DutyConnector Screw 13 FC4. FC6 Framing Clips P 15 LSTA9, LSTA12: LSTA15, LSTA18, LSTA21, LSTA24. LSTA30, LSTA36 Straight Straps Concealed flange version (SURG, SULG) available -for all double SDS25500: SD525BOO,SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49,LSTI73 Straight Straps 2X-and 4X models; onlyacute flange., is concealed, 8 SDS251128S, SDS25200SS, SDS25212SS, SDS2530OSS. SDS26312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GA1; GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116'to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2:5T, H8, H10A-2, H10S, H14, HGA10 HurricansTies 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.5f8" to 11-1f4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedowvn 16 HH4, HH6 Header Hangers 20 MST27, MIST37 MST46, MST60, MST72 Straight Straps PL#10007-RB 19 K651Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA16: MSTA18, MSTA21, MSTA24, MSTASO, MSTA36; MSTA49: Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 M5TC28, MSTC40, MSTC52, MSTC56, MSTC78 Straight Straps Sed it Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48S3, MSTC66B3 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR3/8, ATR1/2, ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36; MSTI48, MSTt60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in vddths ranging from 1-9116" to 7- 2 ATUO5, ATUD6.2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20. MTS24C, MTSSO, MTS30C Medium Twist Strap 1/8" and heights ranging from 7 118" to 30". 3 - r - BP318 2, BP1/2, BP1/2 3, BP5l8 2, BP�18 3, BP3/4, BP3I4 3, IBPRTUD3 4 BearingPrates 24 LSSJ2612, LSSJ26RZ; L65J2$LZ; LSSJ28RZ, LSSJ210LZ, LSSJ2IORZ Field Adjustable Jack Hanger 26 - _ _' NCA2x10 12, NCA2z12 12, NGA2x8 16, NCA2x10 16, NCAZx1216 Bridging 2 DGBF series hangars v - - Top flange hangers available m vndtns ranging from 3 518 to 7 4 CNW318, CNW112; CNW518, CNW3/4, CNW5/8-1/2, CNW314-5/8 Coupler Nuts 25 LSSR1_81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Slopea} lefSkewable Hanger 27 RCWB12, RCW614 Wall Bracing US" and heights ranging from 9-114"to 24", 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/'Z' to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML282, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-14" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Dawn 30 SP1, SP2, SP4, $P6, SPB Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 1 RTUO38 RTUD4, RTUD40.. RTUD5, RTUD6, RTUD7, RTUDB. Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU2152, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers: 32 SS1:5, SS2.5, S63, SS4.5 Stud, Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUVV36 Take -Up Washer 31 RBO, RBCP Roof Boundary Clips 33 ST9, ST1.2, ST18, ST22, ST292, ST2122, ST211.5; ST2215, ST6215, ST6224, ST6236 Straight Straps 7f8"and heights ranging from I I"to 32-VY.. 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof rfie-Down 34 TB20, T627, TB30; TB36, T842, TB48, T854, TB56, T86D Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 32". 12 URS5 51B" Uplift Rod Run Tiedown System 34 STC, STCT, OTC. HTC4 TrussClips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WBi06, WBiDOC, W6126, WB726C, WE1430 Wall Bracing and heights ranging from 8-112' to 28'- 36 Z2, Z4, Z44 Panel Stiffener Clips S GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118".and heights ranging from 11"to32'. FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1fT and heights ranging from 8" to30'. sec 9 Product Model. Number or Name Product Description sea 8 Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in t^ridths ranging from 5-914" to 8-78" 1 DTT2 Hold-down Seq # Product Model, Number or Name Product Description 1 C13H2.37x5,5, 09H2.37x7.63, CSH2.37x9.75 Concealed hangers and heights ranging from 10-112"to 28". 2 HDC1014, HDC10122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHU, OH UTF series hangers Face -mount (DU, DHU) and tap flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114"to 8- 3 HDQB, HHDQ1'1, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1 SI16" to 3-9118" and heights 718" and heights ranging from 7-1 t7'to 32". 4 HOU2, HDU4, HDU5, HDU8, HDU11; HDU14 Hold-down 3. GBC Gable Brace Connector ranging from 9-118"to23A5116". 12 HGL7V series hangers Top flange hangers available in widths ranging from 3-1/4"to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3 63-SIDS HGU5,25.SDS, HGU5.50-SIDS, HGU5.62-SOS, HGU7:00-SDS, HGU7:25- Face -mount hangers 118" and heights ranging from 14"to 33", 6- LSTHDB. LSTHDBRJ Sliapstyle hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25/3.25; HHRC5.37r3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13. HIT serieshangersTop flange hangers available in widths ranging from 2.5116"to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -Mount hangers available in widths ranging from '1-516" to 7- 9118" and heights ranging from 1'8"to 26'. 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3I8" and heights ranging from 5-6/16" to 12-718", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PADS Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGUS 50-SDS, HHGU5,62-SDS, HHGUTOO-SDS; HHGU7:25-SD$ Face -mount hangers 3-911Wand heights ranging from 5-318" to 13-1/8". 10 FAI18, PAI23: PAI28, PAI35 Strap -style purlin anchor :8 LSU26, LSSU28 LSSU210 Light SlopeablelSkewable.0 Hanger HHGU9,00-S.DS 15. HUTF, HUCTFseries hangers Top flange hangers available In wdths ranging from 1-9116"to 5- 11 STHD10, STHDI ORJ Strap -style hold -dawn 9 TSE4, TBE6 Truss Bearing Enhancer 6 HHU826-2, HHUS28.2, HHUS210-2; HHUS46, HHUS48, HHUS410, HHUS5-50110, Face -mount hangers 1/2" and heights ranging from 3 7116" to 15". Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down 10 TC24. TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) availablefor all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16", THAC422, THA426'. THA422-2, THA426-2 118" to 51M" and heights ranging from 4-3/4" to 15-314". 16 HWP series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 12 THAI1.81122, THA1206/22, THAI2.1122, THA1222, THA1322, THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1I8" and heights ranging from 5-3/8" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in w dths ranging from 1.9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112"and heights ranging from 5-316'to 32". 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, 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 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2.71S" to 19.114"- Concealed flange 5/8" and heights ranging from 9AX' to 16'. 17 VPA2, VPA25 VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JIG series hangers Top flange hangers available in vddth of 1-9I18" and heights 18 VTCR Valley Truss Clip greater than 2-9116". ranging from 5.318" to 7-114", 10 HUCQI.81/9-SDS, HU001:81111-SD8, HUCQ210-2SOS, HUCQ210-3-SDS, HUC0310- Face -mount hangers 20 JBAseries hangers Top flange hangers available in vAdth of 1-9116" and heights SOS, HUCQ410-SDS, HUCQ412SDS, HUCQS 25/9-SDS, HUCQ5.25111-SDS, HUGQ610- ranging from9-3116 to SOS, HUCQ612-SDS CIO Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 . W 1 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3 M20 is Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 - - Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30P2020 - For direct Inks to ell SST approvals listed bolo v,.,CLICK HERE.CM= ' . For direct Inks . to ell SST approvals listed d below, CLICK HERE . . For direct links toall SST approvals listed below,. elrn- v, CLICK HERE For direc,; inks t.o. all $ST approvals listed below, CLICK HERE For additional information regarding Florida'sSt liar a Product Approval System and Miami -Dade CourttYNotice of Acceptance (N A ,�• .. « For regarding lFla,da,s Statewide Product Approval System ad Mo,-Da a County . Notice }f pce Canca {N0A), CI (=, m For additional information dnre regarding Florida's Statewide Product Approval and ymr-0ada County Notice pfRC aptan e {N7A), CLICKHER, For additionalinformation regarding Florida's Statewide ProductApproval System and M mi-0ada County Notice of Acceptance ( ) CI IRIS pIPRF O 21 LB series hangers Top flange hangers available in wdth of 1-9116" and heights FL#11468-R5 18 S1LBV1,56, SILBVI.81, SILEV2,06, S1LBV2.37, SA BV2,56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/8". SILSV3..56, SLBV3,62, VLBV4;09, S/LBV4,12, SILBV4.28, SILBV4.75; Sf _BV5.50 6 Strong-Bol1:2 (STB2, STB24SS, STB2.68S) Strong -Bak 2 Wedge. Anchor for concrete available in carbon 22 LBAZ series hangers Tap flange hangers available in width of 1-9116" and heights Sec # Product Model, Number or Nam s Product Description 19 SILTT20, S/1)TT2Z, S/HTT14; H174, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116' to 13-1f8" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST80, SIMST72 Straps 118 mil (10 ga) 7 Titen HD (TH6-H, THD-HMG, THD-1­148S, THD HOBS, THD-CS, THD-CS65S) Then HO Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available In widths ranging from 3-114" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Skid Plate Ties avalable with hex head In carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-117'. 3 HUCQ210-2-SDS, HUG0210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plata Ties stainless steel, or with countersunk head in carbon steel and 24 ME05, MEG7 serieshangers Top flange hangers available in vddths ranging from 5-114" to 6 4 THG62, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112' 5 THGQ2-SDS3, THG03-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4=SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (rHD37634RC, THD50934RC) Titen HD Threaded Rod Coupler for concrete - 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGWS.4, THGW4-5, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titer HD Threaded Rod Hanger (fHDB25158RH, THDB37158RH THD37212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114" to 24", THD50234RH, THD10212RH) - 28 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-10'. FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top p flange hangers available in widths ranging from 1.9116" to 7- Sea # Product Model Number or Name Product Descriptron Son # Product Model. Number or Name esc Product Dription FL#1.6230-R8 1/8" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.52-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4,62-SDSG, CCTQMS.50SDSG, CCCQM3.82-SDSG CCCQM4 62-SDSG, seo # Product Model. Number or Name Product Description 3 H18, H168, H16-2, H16-2S Hurricane Tie CCCQMo 50 SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HEfA16, HETA20, HEfA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G KT, ECCLQM4.62G-KT, ECCLQM5-50G-KT, ECCLLQMD3 62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETAL15, HETAL20 Embedded Truss Anchor ECCLLQMD4,62G-KT, ECGLLQMD5.5OG-KT, ECCLRQMO3.62G-KT, ECCLRQMD4:62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry sea# Product Model. Number or Name Product Description 6 HGAMI0,HM9 Masonry retrofit connectors Kr, ECCLRQMD5.50G-KT 4 Strong-Balt2(ST62) Strong-BoIt2 Wedge Anchor for masonry 1 ABA44, ABA44R, ASA46, ABA46R, ABA66: AGA66R Adjustable Post Base 7 HHETAI6, HHETA20. HHETA24, HHETA4D Heavy Embedded Truss Anchor 3 HGUM5.25; HGUM5;50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5.6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS25, LGT4SDS3 GirderTiedawwn 4 LGUM26-2, LGUM26.3, LGUM2&A, LGUM28.2, LGUM28.3, LGUM28-4, LGUM210-2; Masonry Beam Hangers 6 Then HD (THD-H4SS. THD-H6SS, THD-CS63S) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1D10, AEU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48,. LGUM410 or316 stainless steelwith hex head, and 316 stainless steelwith 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, MEfA20, META24, META40 Embedded Truss Anchor 5 MBHA3.lM.25, MBHA312J11.25, MBHA3.567 25, MBHA3 56/9:25, MBHA3.56f11.25, Masonry Top Flange Beam Hangers countersunk head 4 A04, A04R, ACE4, AC6, AC6R, ACE6 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCMOD Strap Tie for Masonry MBHA3'56111.88, MBHA3:56114, MBHA356/16, MBHA3.56118; MSHA5.6017.25, 7 Titen Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 6 BC4, BC46, BC4R, BC6, BC5R, BC8, BCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HT5Mle HTSM20 Twist Strap for Masonry MBHAS 5019 25, MBHAS 50111.25, MBHA5-50/11 88. MSHA5,50114, MBHA5.50115, }e 6 0944, C648, CI348, CB66, C1388 Embedded Column Base IMISHA5.50118 O 7 CBSQ44-SDS2, C6SQ46-SDS2; CB5Q66-SDS2, C65086-SDS2, CBS088-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3.56111.25, MBHU3.55111.88, MBHU3.56/14, MBHU3:56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from3-114" to 9-112" and FL#11496-RS MBHU3.66/18, MBHU5.5019.25-, MBHU5.5011l.25, MBHU5.50/11..68. MBHU5.50114, W2 ranging from 3.518" to 7-1/2" MBHU5.50I15, MBHU5.50118 sea # Product Model. Number orName Product Description 9 CCQ-SDS2.5, ECM-SOS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9.1/2" and Sea # Product Made]. Number or Name Product Description 1 X34DI016.5K, X1S1016, X1B1016.4K, XQ1-51018 XQ1131016.4K 410.16 Strong -Dave XMetal Self -Drilling, Tapping Screws with #3 W2 ranging from 3518" to 7.112" 1 DTT1Z Deck Tension Tie Ddll Point (D V J 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12; HD19 Bolted Holdowns FL#13975-R6 2 XL0114T1224, XLQ1 14DI 224.2K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping _ 11 EPB44A, EP844, EPB46, EPB66 Embedded Post Base 3 HD3B, HD56, HD76, H09B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head /Tit 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-314 Tension Ties S. ea # Product Model, Numberor Name Product Description 3 XMQ114S1224, XMQ11461224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Diameter V 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT205, LTT131 Light Tension Ties 1 SDW22300, SOW22338, SOW224S8, SDW22458,.SDW22500, SOW22600, SDW226381 Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Hex 14 LPC4Z, LPC6Z Light Post Gap SDVV22834 4 X0114S1224 XQ11461224 2ZK X114S1224. XG3112S122d XQ112B1224-2K #12-24 Strong -Drive XMetal Self -Drilling, Tapping Screws with #5 O 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450; SDWC15800 Strong -Drive SOWC TRUSS Screw Drill Point L. 16 PB44, PB44R, PS46, P866, PB66R Embedded Past Base FL#13628-135 3 SDWHIWOODB, SDWH19400DS, SDWHIPWOD6, SDWH19800DB, SDWH191000DB Strong -Drive SDWH TIMBER-HEXScrew 5 XU34S1016, XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 FBS44A, PBS46, FBS66 Embedded Post Base 4 SDWH27400G SDWH27600G SOWH27800G SDWH271000G, S0WH271200G Strong -Drive SDWH TIMBER -HEX HOG Screw 41 Drill Point 1 CL 16 19 PBV6,. PBV10 PC44-15. PC46 18, RC48-16. PC64-15, PC66-16, ERC44-16: EPC46.15; EPC48-16, Round Post Base Post Cap Seg # 1 Product Model, Number or Name SB518x24, SB7/8x24, SB1x30 Product Description SS Anchor Solo 5 6 SOWS16212, SOWS16300, SDWS16312, SDAIS16400 SDWS19600, SDWS19712, SDWS224DO,SDWS22500,SDWS22512; SDW,92600, Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) CIO EPC64-16, EPC68-18 2 SSTB16, SSTB20; SSTB24, SSTB28, SSTB34, SSTB36, SST616L, SSTB2OL, SSTB24L, SSTB Anchor Bolts SOWS22800, SDWS22900, SDWS221000, SDWS221100, SOWS221200, SDWS221500 FL#35320-RO +� 20 PC4Z, PC4R7; PCBZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC5Z, EPCBRZ. EPC8Z, Post Cap SSTB28L 7 SDWS22300D8; SDWS2240008 SOWS225000B, SDWS2260ODB, SDWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS22100006 sea # Product Model. Number or Name Product Description 21 PPB44-4Z, PP644-6Z Post Base 8 SDWS22312DBB; SDWS2251;20BB :Outdoor Accents. Structural Wood Screw i DSSCB43t5, OSSCB46, OSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Past Base FL#13872-R4 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OSS SDWS2760OSS, SDWS27BOOSS, Str(liig-Drive SOWS TIMBER SS Sorely 2 FCB43.5; FC645,5, FCB47 5, FCB49.5, FC8411 5 Bypass Framing Fixed -Clip Connector SDWS271000SS, SOWS27120OSS 3 FPHSD34S1016, FPHS034BI015, FPHS034B1O16-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-tc-CFS Self- O Seg k Product Model, Number or Name Product Description 10 SDVVV13400 Strong -Drive SDWV:SOLE-TO-RIM Screw FPHSD34B1214, FPHSD3481214-5K Drilling, Tapping Screws FL#f 0866-R5 1 2 CMST12, CMST14; CMSTCI6, CS14, CS.16, CS18, CS20, CS22 HRS6. HRS8, HRS12, FHA6, FHA@, FHAl2, FHA18 FHA24. FHA30, MSTI26, MSTI36, Coiled Straps Straps 97 mil (12 ga) 11 STN22 Outdoor Accents. Hex -Head Washer 4 5 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 LSSC4 25, LSSC6..25, SSC2 25, SSC4.25, SSC6.25; MSSC2.25,.MSSC4.25, MSSC6.25, Steel Framing Connector Steel Stud Connectors Sea # Product Model. Number or. Name Product Description MSTI48; MSTI60, MSTI72 S/MST27, S)MST37, SIMST48 MSSC4.25KW MISSC6 25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28..HTS30, HTS30C Heavy Twist Straps Ft M5363-R3 6. RCKW3, RCKW5,5,.RCKVV7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector W 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LSTI40, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 80843.5, SCB45.5, SCS47 5, SCS49.5, SCS411.5, MISCS45:5, MSCB47.5 Bypass Framing Slide -Clip Connector / V ) 3 GH46-6, GH46-8, G H48.6, GH48-8, GH410-6, GH410-8, GH66-5, GH66-8, GH68-6, GH68- GH61D-8 Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) sea # Product Model. Number or Name Product Description 6 SCS32-5197 SCS62-5/97; SCS62-51118, SCS82-5M 18 Bypass Framing Con nector M 8,.GH610-6, 6 LSUSH3.25; SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 18S5, AS 18S6 16 ga.. Truss Plates 9' SCW3.25, SCWS,5 Head -of -Wall Slide -Clip Connector 4 GLBSA, GLB5S, GLB5C, GLB51)GLB7A, GL87B GLB7C. GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 2OHS 20 ga. High Strength Truss Plate 10 SJC826, SJC10,25, MSJC8;25, MISJC10,25 Steel Joist Connectors 5 GLBT512, GBLT612, GL877516 GBLT616, GLST520, GBLT620 Glulam Bearing Plate 8 LTS12, LT816, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga, Truss Plate 11 SSB3,51a Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC. HGLBO Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, STIZ ST1 S. ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH78BI414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy GirderTredown 10 MSTC66, MSTC78; ST6236 Straps 68 mil (14 ga) Screws M W 8 1-17p10-SDS3 Universa I Foundation Plate 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1018, XQ1 131016-41K, X01S1214, X0101214-3.5K, XQ78S1224, X078B1224-3K, #10-16, 412-14; and #12-24 Strong -Drive X Metal Sell -Drilling, W 9 URFP Universal Retrofit Foundation Plate 12 SMI 5e, SIB1 81, S/B2.06, S162.37, SI62.56, S1BZOS, SIB3.12, 8/133ZI5, S/63.62, SIB4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224 Xg114B1224-25K; XQ112S1224,XQ112B1224-2K, X34B1016-5K Tapping Screws 5164.12, 5164 28, 5164.75, SIBS 50 X1 S10/ 6; XIS1016.4K XiS1214, X161214,3 5K Z 13 SIBA2.12I8, S18A2.12110 SIBA2.12(12, SIBA2.12/14, S/BA4.18/8, SYBA4.16110, Top Flange Joist Hangers Sea # Product Model, Number or Name Product Description SIBA4.18112, SIBA4.18114 1 ET -HP Adhesive Anchor for concrete Z 14 SH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM 75, GDPM-100, GDPS, GW-50, GW-75, GW-1DO, GTH Gas -actuated fasteners and assemblies Q 15 SIH DOS, SIHD8B, S/HD1OS. S/HDIDB. S/HD15S, SIHO152 Holdowns 3 PDPA, PDPA-K, POPA-MG PDPAT, PDPAT-K, PINW, PINWP PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies 16 SlHDU4, SIHDU6, SIHDU9, SIHDUII Holdowns PDPAWL-MG, PSVL3, PSVL3-K,;PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SIJCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete Cl- SHEET NO. PA 1.2 t 14