Loading...
HomeMy WebLinkAbout2831 Lytton Hall Dr40 ;R'v 5 r , V ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR 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 READ or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter 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 INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KNVall 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 WOW 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 CIS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water 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 ILMENN/�R 8H 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. f� dale r)6 ,��•,,,,19 33 -,>/;shy r .C14 1aa�a�'�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Enginear's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. - \ oo u N tp op N it 04 � m # LL sk w iA 1 u- .— r+- LL a IN Q ej M W rn ULu Q. LL d <L' 0z�o Z 'mc� cc CIj co W 2 (n�°'°' J o a. LLZ co N O O N coZ V j O Z ❑O❑ W z � z o 111116. IN - N M CA 4-1 L.Lr N � a U v �Ln Ly N 8 inf 0 Q S� M �w M �� o Z Q E wo i �� oa N V go x�o �< "p °� Z~E N�o i ao wZ d flu Nc o �s zz Z a � J �o L�1° <W Ern z > o 2 o U a W o w GIs �o Milli CD w� 5 v °3 NM >� � � W \ .� co 0 C 0 m co 2 T CVO 0 ■= J N r �\ V % T '') c) � �= hi T r CV o Z Z E 0 H E U a JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. C S TYP @ 1 STORY / A \ 5-1 S3 A S3 OWNER'S SUITE 8'-0" CLG. co CARPET 04 (3) 2x4 #2 SPF w/ DTT2Z @ BASE I 1 4'-0" 1 I I I I H C�1 I = I C )LO M 2:12 VAULTED CLG. _ N r io I FAMILY RM 9'-4" CLG. CARPET 55'-10" 5-SH °� L---- R&S - - - - 6"DP;- LINE N O, BAT I C74 W.I.C. TB to `=0'R CLfa. - -, - 8'-0" CLG. A, - - TILE- - CARPET cn ca '-90'r _i _ 3' 0": _ 7'-8" _ 1I. _ - 5`-32" Sz11, --3,_ o - - 2 6 68 2868_ - - _ HANSON o BOX @ 36" --, s A.F.F. as CD \THRU 60"x36" -._ . - . - ;-- -- DRYER VENT N IR11 SHOWER ROO FIBERG SS &S IRRnl I n Co I PT. W OPT. D LAUN. AHU - 8'-0"-CLGa. X1TI IL r 8 - - -- R.A.G. I_- S-10" I I 1 I I 4'-0" 11'-78 6'-10" iv 4'-7 OPT, I o I REF, PATIO CAFE I ----- / --_-_-_------------ - - - - - - ------------ - - -Ci _ - - :1 0 ---- - - - --,- --�- C ,/ W F 0 VAULT. CLG. // N D.W. 1ED a- O00// CD CARPET I r Q i�i > 3L U 24 - J 8 3 r _ SINKw/DISP LO / / 21'-2" 2'-2" 2' " VAULT. CLG. ' 0 Tol 1 00 N 6 PANTRY a W --�..--TIL�E- T -$-Q�r-- 0 FLAT CL UI - - - - - O " DEEP H.B. %2 29'-8" 7'-8" BUILDER TO COI PROVIDE APPLIANCE p PROTECTION 2_6" WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. 20'-O< SEDGE OF SLAB 2" BEYOND WALL DK S3 I 11 I I rl I Igo ��pp I IIX-NI i1/3 << R&S - I2668 8'-8" iv 64" 5068 B.F. BEDROOM 2 8'-0" CLG. CARPET 25-SH EGRESS O S3 W r1----------- I I I II I I I I I II I I O0 0 I p II a LLJ I W I II r- I X I I I � I II NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. K S3 (3) 2x4 #2 SPF w/ DTT2Z @ BASE CC D G.T. S3 _ 10'-108" FOYER : - 9'4' CI IL�5 6)-3- 3068 H DR AT 7'-4'- 1111 Mill ib00 M 14'-6" 2668 5'-4" I BEDROOM 3 8'-0" CLG. CARPET 10'-4;" -1 25-SH EGRESS (D U- m U)Q uiio � i Y o BH 1 8'-d" CEC 1 TILE r� I 5 3 Ica I� TB I I FIBERGLASS SURROUND a '-7 3" An K TYP @ S4 GARAGE OPENING J U? 0 IiENTRY I I 8'-0" CLG. I I I I R&S M N ( 7'-6" 068 B.F. I BEDR OM 4 - CA PET U) =6 om(W9 O � F-:I 0 TYP @ 1 _ STORY I et 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=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 i S.H. 13 20X38J 184X37i S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 4 X 621 S.H. 16 20 X 72 18 J X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 26 x 371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 27jX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 1 X 38 36 } X 37 3/4 S.H. 24 37 j X 50 36 4 X 50 S.H. 25 37 j X 63 36 } X 62 1/2 S.H. 26 37JX72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 j S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 j S.H. 36 54 X 72 52 4 X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid 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 have no 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 from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. 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, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" rA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131" (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN E L E V B 1 EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: �4 "=1 r-0" GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 1. OF fKZ::1, 4, t (��`�iffflliZl S4. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. it FOD EEo �p ON N m N J y C GD LL �# W - (ne- LL -ja a ZFU QjMCN W h J LL LL a s r (31 I. cYa0 CC0 0 j (6 N m m m a W_ LL ��pjO' p 00 N Z V 00 04 -ji ° ❑DD W Z N M z � 8 z o� Q J � z LL 4.1 C _ w � Q A U O w S (/ ! Ly N U W J �- s r $'o U L N 8 Q Y • �0 N O! ti w M M z ¢ H Z J U- ce = E OU 60 oa Vtt N ~ o¢ o 'o Z o = N � a=a wo 0 4? ao 0. mo oX ZN COym '¢w < W-j 3 a ' a z o g Q 0LL d N W U > �a o wz f o J Z �a =3 ' h 'o o �t w `;la o� 0 3 L � T W co 2 T- O 04 J � �+ 04LO T �0 T N Z m Z :3 E (:) U) m C E o ?? C C- 0 J Q J JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. 1 III If - II VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES W > / MEDICINE o CABINET 00 Cr F- Cr 0¢ OQ O > CV co N co lit M co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt- - O N FIN. FLR. KITCHEN tz j 0 co 0 CV OPT. REF. 0 KITCHEN O ' 60 i 0 00 CJ'` 1r.7 0 MIRROR OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. I ` TOWEL BAR n W ON BATHROOM WALL f' SHWR. o VALVES TW o 00 1 C° SOAP - � � C7 00 C)DISH U LO I LO 0 0 _ 1 co Cl) O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY OWNER'S BATH O n INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS %OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP ')nil H BASE 0 00 LO a a O 2x U? 00 FRAMING T 1 /2" GYP CI? BOARD — T FIN. FLR. 2x P.T. SHELVING - CABINETS - ISLAND COUNTER SCALE: 1 /2"=1'-0" III � o N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 P •,� �J � CL 44, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F Q E 'o Co 0 O N 04 pp rJ Q -j 04 # LL -N _ J J -j a' U. Qe j M CN a. Uj LL u- 2 O_ Z J !Y z m 0 p 0 7 '� N Cp m in J W IL W. M 00NCj 0 Z 0 - Z N (aj � Q 0 ❑❑O W v2 z � N z Fz U) J — N ul f7 z V O W l W U _ � 0Q) ,, $ (/ I Ly N U w � I U Q 8 Sm o M w CO i 1 o Z J ,L- Q� OU Z w' � } N z ® oa m ~ E _ o � o KU ao Q0 o 0< Z N ~ o <o az a w d � m� O z10��z C QJ to a w z ° 5" 3 o2 w W U 3o Nz �t C J W w� LIo >° o zza a L)3 IM '' O � T _ Q C U O T C) _ N T t— 00 ci m w T N iui c Z Z E a E U Q O JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. 2 M 0 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND 5� - HEEL T.O.M. — — HDR HGT. — — TEXTURED CEMENTICIOUS FINISH ON C.M.U: (TYP. ) 12 5� 12 �5 u to u u r�i� .r 3 TAB SHINGLES. ROOF 12 --- r T - — INSTALLED AS PER MANUF. T — — — — — — �5—' — _ — �= _— _ — SPECIFICATIONS 1' 0" — --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7i — — -4-- — — ff il _ — — — as CID y I- F. FL. t +3" SMOOTH 1 TEXTURED BAND—/ 14'-0" RIDGE VENT [7] r�' El FEI D 7 171 IE7 LE D [7] L�j FF FRONT ELEVATION — B1 12 �5 T-0" RIDGE VENT SCALE: 114"=V-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. --------------------------------------------------------------- HDR HGT. 1'-0"--------------------------------------------------------------- _�F Z-0" TEXTURED - CEMENTICIOUS °Q FINISH ON C.M.U. co (TYP. ) — — _ F.FL. LEFT ELEVATION — B1 N 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 C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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 intersections • 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. �Fs�rr 0 \N N GOFES ` CEO C3 i� rfflljll{lR���` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W F a v B pip ao 8 R o 's N O (0W C1 LL NW a ? u - a Z y CNi W rn Lu W"I`' ri a W � �01 - - Lmo Iz00 _ .M CV m m J W IL t°nnpjO' -Jo u') N Z Ix rn m U Z N J 0U ❑❑❑ W la M Z N M z o Q J— aroma Ln — N M ,Zn �O O �/ LL U C W W Q A �pp 0 W p NVA to c Y Ln sksv U c UJ �® t 8 Q Y �CID P_ Mza W Z i QE o E Wo Zz u co <0 CO � E° X d< 00o p aZ Z N M `o 0 w J (Lp a z a Z U m O �LL Z r > Z 3 m g Z O W a`i CL 3 8b U a y Z �LL o J uJ <a 0 �o IIIIIIIII� ZI¢ a OU ?i � M >� M nL' m W .� c• 0 C) � T _ C V a d- . _ J 04 TLO ,— 2 O r m E .� T N o Z Z � E Q iri •' cm E U J 6C Q ❑ J JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. 3.1 ---I- . I— I I _ —.— 1_ 1 1 _ I e 11 1 1 1 if L_ I I L I I I I I ' I 1 11 -I 1 _ I 1 111 1 1 1 O 60 TOM — ____ - _ c a 12 5� 4' OFFRIDGE EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 :Z�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 6-0" �3'-10" ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) ------------------ REAR ELEVATION - B1 14'-0" RIDGE VENT SCALE: 1 /4"= V-0" 1" x 9" SMOOTH - TEXTURED 12 — - — FREEZE BAND 5� T-0" RIDGE VENT 8"x8"SMOOTH 12- - - TEXTURES CORBELS 5�7' 12 — — - --_ -- �— --= - - -- — — -, 1 3 TAB SHINGLES. ROOF T INSTALLED AS PER MANUF. _ _ _ SPECIFICATIONS T.O.M. — — — — - HDR HGT. 1'-�" 1'-O" -- —------------- —— — — — — — — — --------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED CEMENTICIOUS FINISH ON C.M.U. 2'-0" TEXTURED (TYP.) 0CEMENTICIOUS p FINISH ON C.M.U. (TYP.) F.FL. +3" SMOOTH TEXTURED BAND RIGHT ELEVATION - B1. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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 intersections • 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. omj S\O` AR O F•E S �rjr,t�flllitt;lli\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a s co co N N # _ (� O N J N # U_ Ol J W aej M M W rn aLU Z JLL� a� 0IO Wr�OjO' me to m °° OJ Z LL a -oCL Cno o _J N M Q U 0 m W V MLO Z N M Z cSS2 Q � rNi Ln �v�6 Z v LL +� Mr u w oQ) V) �N w � U e m. -.. °� U o c � Y Q ' 0 • N so M M no w Z LJL Q E 0 fos oLL Z® cao � � _ E xc�i ao QoZ o &< N ao ao wZ �Z' "� m0 Z� Z v N J nm S� QW fZ o U Wa v a .w �- o CDwo w =o Mill co V i< i;3 ^L rn � W \ .� m O _ CL) T Q C o � �+ m M � T ,� Np O d- T J N T � LO 00 .. m w M r N o Z Z E O E U c _m Q JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. 3.2 r VARIES 1'-10" 1' CAP x CAP T 2" 2" *NOTE: iv 1 1" RADIUS �`' N FOAM TO BE USED x ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS REQUIRED BY �,N COMMUNITY it oo x SPECS. IF NOT, N 3/4" RADIUS 1 -54� tO DETAIL TO BE 1" 2" OPENING VARIES 2" 1" 1" °' BUILT W/ STUCCO. 1/2" RADIUS VARIES EDGE OF 1- OPENING VARIES 1 0 2z„ VARIES co - 11" 1 " V-4" 1 " VARIES iv x 1 11_01, 1, rIN 1 1/2" RADIUS T 4 4" 42 2" 34" 4" 2 1/2" RADIUS q�o N � ItCD FO CIA -It 1 " 34" 11" 3�" - N z A-1 1" BASE BASE N 3 2„ z c%rTv 1 a 1 n 4 4 4" I ^tCD N I ~ 1 o *NOTE: VARIES 8 2 FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY COMMUNITY x SPECS. IF NOT, 1�� OPENING VARIES �N 1" 1'-4" DETAIL TO BE 2' 2° BUILT W/ STUCCO. 24" • EDGE OF ki OPENING hk 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these = 4' 101, N zIN �— drawings comply with the 2017 Florida Building Code - m 0 Residential Edition. Engineers signature and seal is only for the structurall engineering portions of the drawing pages bearing 10" 6" 11 N Engineers signature and seal. rn 24 W 1 Q N cp � C N N �i O 05 u7 W J C N 1 Co LL Ui LL J �2Zs , LL d I^ aLL 5 W -C V O x -,N �M Z @ C� d� �' 2 O O Co. J rn iv w LU W ro T rn¢ ¢ 0 4" 6„ U) w 0 a r m Q a CO N i N ch Q 1, 2" 4" 3� 2" 2 c�� Z � N a o g _ U O J I W OU ❑�❑ 1-1/2" THICK 3' z O) N �q 24 rIN z N x J 5j = 51„ 1 3 � t^/)' z O 4 N W o O 0 00 IN � a Q Iv m VARIES VARIES O LO t— in i � 1 CIOI 21" DR Cr VARIES VARIES c I Q i 1 Q w t� r- 1 T 0 4, 8" w c� 32 Q� r' o a 6" 4" KEYSTONE F11 o x KEYSTONE F11 00 U- wll N N N ��' OPTIONAL T OPTIONAL a O �i oa CC O _ r--------- z f6 C mo P ^ iV iV g Q o i 1 — CI ar as in i Rs, `° 2 44 iD R44�., 3 4, 3 ¢ 8 m —� 4" GARAGE DR. OPENING 4" 4 WINDOW OPENING 4" 4" -- r� = a co �M c .y Za • INSTALL OVER STONE, TYP. z � —' w z o NOTE: � N � g w N oa gu • FIN. TO HAVE TRADITIONAL a d Z LOOK & SMOOTH FINISH W • FOAM/ EPS MATERIAL IS o LL 3 a� VARIES i mole d ACCEPTED CDw < Flo 0 U CDa NOTE: C.0 z� 0 3 • FIN. TO HAVE TRADITIONAL LOOK & 1, 1" 1 M o SMOOTH FINISH 1-4 1'-64" l4 12 C' 2'-1" 1 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-1 54" 3'-8" 7 iv /11 m i 1 10" 1'4' 101, O iv O - s 00 CD mil/ in z (V 00 co 0 0 z o N o N T T 4 .� Gi N LO _ T T I O M � T o w N o a 0 m E T i6 Z N M M T C E C N Z E O N J 12,. JOB NO: 20-6579 1.. SCALE : AS NOTED SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH 0 r I I _ 11_._1_' 11 1 1 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 N 14 cropper to Nghts & outlets NEMA 1 11 p 12 Copper to 20 amp ckts 200 AMP 10 k10-2 copper to WH 11 d10-3 copper to Dryer METER MAIN T 0 r 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED---. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 -53 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered 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 & 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 code, latest edition, 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 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 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. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for 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 the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY tom' DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET GIN DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS —� TRACK LIGHT ��- FLUORESCENT LIGHT FIXTURE O EXHAUST FAN r0 EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1 P PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT InA OWNER'S SW� ITE T / ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE / u mn RECEPT. FOR ALARM SYSTEM AHU FAMILY RM / � i% !i V ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE j U.C. OUTLET I FOR DW I C.OUTLET � I 69 ✓ \ _ �------- —_—_ —GFI - CAFE // // GFI I C—_----------- r- I \ I I GFI - - -' - D.W. INNKK W// Ulbs, � C 1 I�J:C. SWITCH T / NDANT S -, F0R�ISPQSAI . PER SPECS / --RANGE / n F\4fm `I{' �_ DEDICATED RECEPTACLE WID H.B. FOR MICROWAVE RANGE GFI DISC. HOOD PER SPECS -----------� I I I W.I.C. I I � I I I I I I I I I I I I ----------- I OPT, REF— BEDROOM 2 GFI OUGH-IN FOR I OPT. CLG. FAN/ / LIGHT PRE -WIRED VERIFY METER LOCATION WITH BUILDER H.B. IRRIGATION VERIFY LOCATION r GFI @ —4 4—" A.F.F. Dw ELECTRICAL PANEL O I I I I 2 CAR GARAGE I I GFI FOR GAR. DOO� GFI GFI @ 44" A.F.F. I I I I I fl I I I \ — / L — — — — — — — — — — — — GFI @ 44" ,N. A.F.F. N\ BEDRi'00M 31 I G RO H-IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE ENTRY I I I I I I I I A BEDROOM 4 ROUGH -IN FOR JM\` OPT. CLG. FAN/ LIGHT PRE -WIRE f Y \ ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-0" 0 CV 0 N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rA H Q E 88 pp Ni! (% m r C •>�0 NFA J � iA U. J iL W 0tn��Z2 U. LL a N I. il_ a. a. Li �-p— Cn L Z O mmg W_ C � t p V �) LL U 00 Cj tto h Z o a. 2 0 N _ z to °U U J ��D W V M z Cl) Z � N z � � ' N z to 9 0 - V 0 w s N c w _ M I Q seo C.0 w Ch M z � O Z Q U_ E E n- z 0 0 �� s wz � } N Q N =_® ❑a Z I— o E N� x0 U� a8 � ao Ur; oQ aZ � o �w w • ro N C � " 2 E m o oZ Z 0J J m <� a w ZZ d 3 a� 0M 0 do �w W 0. o hLL � << 3 =r �o ila 0 0 ,11 � M > d' cc m W / cc c) .— O L O Q 0 o a) m CD CL 0 NO .�, J N r T I O o T- M T— N ;� o z z E O o of a U Q p JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. 4 � 1�1■�■IWII�il�blll■� v> N ATTIC VENTILATION CALCULATIONS - 131 TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SO. IN. of Vs Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) " NOTE' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: 14"=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 C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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 intersections • At Built-in gutters. I Attic Ventilation II Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) 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) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 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. OW N r][rr -} Yd < V To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W Q v E c O N c0 oG U t N_ i! N N N LL c Co N N LL d Q _ ej M M W LU JLLu- a a. X 0 X O a N fp m CoO 0�inrn z ILW a 0 MZ i N U�-=.i 00 oo❑ W Z N z Q � V 1 N (' z V � v 4 U Q A O to �N w s c "' .. co O J as Q s�o M M a Z ¢ Z Z¢ J LL d wo O Z>o z® O FN 0. D CN f O. aF a O ¢zo U O O U 0� a Z CN ¢o ww a� p � = V N mE FZ Z F Z to J ? O a ° Q W io W U a w U �p wi i o w� �O a CO V zacc 003 cc W � T U m o O N � N JLO 0 T C m it T (V iri o Z Z c E 10cc E N m c 0 U Q JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. 5 I..! 111 I 1 111 11 I. feu IF 11 1 - ! 1 '01 II___ II C c v 55'-10" V-71 3" 5'-7811 6'-4-3, 6'-0„ 610" 610" 61-0" 61 0" 51-28,1 7'-15" 11 11 TYP @ 1 STORY 3'-0" U.N.O. A S3 H.B. -7" BUILDER TO 2) #5 REBAR 4'-0" 12'-1" ; W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL I O I I ; PROTECTION 0 0„ I I : ; E QUIR � ( • • • . I .. PERBC 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. � iv ( SLAB FOR HERNANDO COUNTY ONLY S3 3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 MIL VISQUEEN 2-7a VAPOR BARRIER EDGE OF SLAB 2" I I o ■ I CJ BEYOND WALL CJ 1 T 5'-3" 1'-101, S_6" N� 7 M I OIN ■ . . . . . . . . �00 L ... ..--...._ (2) #5 REBAR I r• 0 : r* VERTICALS w/ in I — I ' PT. OPT. D 3 1/2"SLOPE Ih FILLED CELL 2 -6 x2 -6 X1-0 FTG G : —� W/ (3) #5 E.W. S3 _ _ 31 511 71 111 () 2 #5 REBARAin, ' _ _ _ 2' 6" x 2' 6" x 1' 0" I I AHU ( VERTICALS w W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. Aici N CCFILLED S3Ci CELL oo 25'-101 g"9-51s'........ ----21�11x2'-6"X1'-0" FTG W/ (3) #5 E.W. I -4" I L 7 (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI I CONC. GROUT FROM FT. TO BEAM i' / / / PROVIDE %2" x 9" `r' RECESS FOR FRT. OOR SLOPE I S3 _ v EO VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB / %' HVAC CHASE TOP OF CONC./ PAVER T BE 4" 4'-0" 4'-4 " 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN %' BASED ON 0'-0" BELOW FIN. FLR.:::. ■ 1. , ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I / i' I ..::::::.......................... ........... LOCATION W/ 25" EXT. ABOVE SLAB "GRADE 40 / i' STEEL" /i' -----.------, 4'-0'10 16-10" 12'-10" o " ' "" 10'-10a1' `Q STEPS AS REQUIRED PER FIELD PROVIDE 1 y" RECESS I FOR SGD. REFER TO KITCHEN ISLAND / / / LOW WALLS MASON'S SLOPE FOR OPT. " """"""""" ' • ' ' icj: CONDITIONS WIDTH / i CJ I-- — —) REF. —1-�J CJ I I ■ — — ■ --_---- -- —CCi CHASE TO IS D — I I ° — — — — TYP @1 L '`... t I STORY U.N.O. S3 D.W. I I .. If t A N m I %' L� J— III S3 'n 'v in to / I I / =— — SINK / DISP — I t Cl) I I 3 1/2" " t 16'-0" 2'-94' 6-10" �0'0 ■ It I t M 0 ---------- I---- --- —+----------- .---------I-- - --- IL -------J ■ ■ ■ ■ ■ ILI ■ ■ ■ ■ ■ ■ ■ HE ■ ■ TYP @ 1 STORY H.B. U.N.O. A S3 V-9j" 1_ 3'-2R'- L 5'-0" 6'-0" L 3'-10" L 2'-104" L 5'-1 FOUNDATION PLAN MONO — ELEV—Bl SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z w a- 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. CIT • • ' U.N.O. •, • •, **Alternate: ' The reinf. bars shall be cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" �,11`}};tI i9I }t;ltff �� ' ,>L- �'• fit,` n , Oki ,hw To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. . W Q �1" 4 O u N O it O � N N J 0 tl) rim•-� 1 ILL a M QajM W • vi n a Mu'LL O Zm c 13 t �o rD m m � (0 N m n2pjO' z N M Z U 0 J LLW0 o z U ❑O❑ W V M � z N M z � z o Q J_ P M 0 o Ca 1JJ � jt Q L) 0 w s � Oro INI^N vl U'o • o w Cl)_1 Z E =o Z o1 ZZo Q Q Ov Z® N0 C, �a° UO � U a Q Z CV �o o <z wZ �� in c 0x UZ mm mo o � Z v tit J a ' aw z 0_ 3 w LL a N W W $ �t C) tiW J =5 C7I0 IIIIIIIIIII' Co co W ila a r o-0 3 2M 0 C = (D > 0 '— O _ T m J T T LO 00 rn m r N z z E Q •' m d U J Q 0 c J JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. 6 M TYP (2) A A A S3 (2) A U J1 CJ1 co LO U ;;�CJ3U! LO CJ3 U CJ5 I CJ5 I I EJ7 I EJ7 EJ7 EJ7 S3 EJ7 EJ7 (2) X —11- EJ7 I 11 I 1 1 1 EJ7 EJ7A 1 1 / 1 1 � EJ7 / 1 A "IEJ7A 7 D1 EJ7 ' S3 1 I (3 I I I � IEJ7A G G1 I III i pill � N U 11 IEJ7A U I I I U (2 CJ31 1' I EJ7A 1 I I EJ51 1 I EJ7A _ -' U � CJ1 EJ7A U 7 CJ3 EJ7A �EJ51 FEJ7B EJ51 CJ5B I EJ51" CJ3A CJ3 A rai < -� U Q r rn ro Q m •- Q m Q Q Q U Q Q < Q r Q .- Q v Q cn Q oo Q--Q � N Q N m U m � U U U � U CJ 1 U < Q Q Q - - (2) A (2) (2) A S3 A\L-A UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 112" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C 1-12.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d R73 345 305 1 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 112" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dxl-1/2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 1 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 112" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L 1360 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 (6) TRUSS (A) OR ;PLY :ARRIER 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 L STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT A IER� �A) T$ 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. NOTE: SEE SHEET D-1 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 D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—B1 SCALE: %4"=1 r-0" �•\��� � �G WlV .��P Cl �••• .... •�•wO• 'tll To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a Eco 00 O N_ t0 Op U N i! N N 1T N J O 7 fi r, - W J A W N rnr a u LL a M u- Q N W ' W u LL a a ZFoC, J Q 0x OmOJ w co 7 (O n1 m 0�pjO' Qa o IL � NZ ° CON C14 < 0 1— � Z ❑�❑ W Z N (8h Z � N LO z o Q J tl � N Ln M z (U U o 4-1 (� uW w 0 w s NLn Y U c w � �l �Q U) .9 S� o w M z2 L L- E V3 z o �Z o sp b Q O w? Z® oa H� �aoz �0 Z O C N az a= no wo Q Q �w m E r0 N CY C Z o o �� O Ott Z > z J a� -W z U, 02 o C o*wU W v & yW �3 .0 O W~ a yM = cc > '— cc 0 fy O Q C o o m CEO o .� N O ,= N r T V+ r O M r 00 rn 6 E E N o @ z E a fO FL E U -j Q p JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. 7 _ 1 1 I I 1 1 1 1 1 1_ '1 11 1 i 1 1 1 I 1 1 1 1 1 1 1 11'_ m' 111. I i 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 U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 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 verttcal (gravity and uplift) and horizontal (lateral) loads should 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 8F44 1B/1T8F401B/1T 8RF400B/1T 81`321B/1T ' 1'16-01311 •01• • FORM dr GROUT SOLID o W �0 O /5 BAR CONT. 8F12-1B/1T O V LINTEL DETAIL SCALE = N.T.S. I om F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w H J o tNOMINAL, L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5 REBAR ALTERNATE POWERS MIN. (1) REQ'D CLEAR STEEL LINTEL ° ° #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR ° A ° G GROUT ° JS Ir ° ° 5 REBAR AT OF r~n w y BOTTOM 0.F U),o LINTEL CAVITY o U 0 W Lu -BOTTOM o ¢ ci O � REINFORCING ¢ ¢ C7 ¢ 7.5/8"ACTUAL PROVIDED IN Z LL d U, u^, 'NOMINAL WIDTH LINTEL ¢ • • O 3 N (VARIES) u~i � � 6. MATERIALS cpr T {�ecasflintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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) D � Q ° a %-C.M.U. ' 4 n - a U L D i D #5 REBAR AT B( Q Q AS INDICATED 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 cementitluos coating. See contractor specifications O CF I 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4r=V-0" i <Cpo ^^� J�' �..f 4u 4111 e To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q V J d C, yt m LL su- i0 J n. LL. ao 13z z��mu.ii LprmoMWNl- W m o2mrn ¢ 2 ¢ W z IL O yJ n N Cl) Z U O J Z o ❑00 ...: W z �1/ Q rl � ul M z q � o LL 4 fo U w Q A N Q) 0 w $ ( ) Ly N �N (� r- in C) 0 C � � Y �Q • Q N � M O W co M o� Z o _ E o �° wj <N Z® ❑a z E: u to r6 ~ � Co § o ffa o �¢o 00 �, �z wz N L 4p ¢� a,% p C mg O ZLL Z N J> >z 2w d > a pro g 8¢ LL� O d N w W C..) 3 ¢ wo z O cD Jz wa x a Oz o3 is M = E '- O r � ^ Q C o O cfl T 3z Np ch .-- a' I o � �, r m T 04 iri o Z Z E O E N f[I c f60 n ' ' 0 J ¢ C J JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. 8 I I r ii' IAA I 1 1 1 II 1, 11 IIII I'!IFrj1 I' ijj HfI' III ' I ' I 'I 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 CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, 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, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR 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, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, 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. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9, SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 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 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH 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 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 0F 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 FBC 6th ed. (2017), 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 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4„ 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 WI 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = 0.148" 12d = 0.148" 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. P Y 9 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - ncrete overpo and mortar along the foundation perimeter must be removed before exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHI MS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. o . G ^� t ki ES To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W co to 00 - V 0 NO W LL N Ol w r` a -, , Z N in n°'� LL w � C LL a LL Q y M M W y cau`" o a X Z-Co� 0X off m m O �mrn Q Z LL n co � N Z O N m U :. Z N �U ❑❑❑ W � 1> 2: to z � � J N M z �-J aj C� c (� w m �FIR W V -� O rl, 8 to V N � .) U c N � Y e Q C N 1 o w M M z Z 4 U o E O E �� >o 0 z® o a V c 0o jp Z CN X U a� °d°z o wI wz CV L tt � d a N Q O hg m O zz >Z Z to J aa° � z� d Q� 8 w0 ° �w W T E F w XO 'O nj CDw� V' is a OU3 1M � W �> m O Q C � o M co r-0 p O ,Tn- LO 2 O M r o E r (V o z z E O y a � ci a o c JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE w 15/32" CDX Co PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +CD + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + /++ + o + + + + + + + + + + + + + T + + + + + + + + + + + + + + + + + + + ++ + ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x — lumber FILL CELL w CONT. #5 > STD. 900 I HOOK BAR STD. 90' HOOK BOND BEAM r, SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/8"D #5 CONT. THRU BOLT FROM BOLT FOUNDATION TO HIGHEST ____1 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 COLUMN AND f/ SHEATHING PER PLAN CONNECTION \ TJI TO BE CUT TO ALLOW f� FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH ' Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. { 1/8" min. } Small gap 2" min. Filler blocking 1/8" gap + i � 2" max. 4" max. Web Stiffener Fastener Schedule - ---- --- i Joist Lolntermediate Series Dept h l d 9 1/2 2_8d ®__ BCI 5000s 11 7/8' 2-8d 3-8d — 14 2-8d 5-$d - Clinch nails - - -- 9-1/2" 2-8d � 2-8d � when BCI 6000s®'11-7/8"I 2-8d 3-8d \\ possible �- BC16500s_ 14" 2-8d_8d 1) Support back of web during nailing to prevent damage to 16" 2-8d 6-8d 11 7/8 2-8d 3-8d web -flange connection. - I- 14 2-8d 5-8d BCI - 2) Block solid between joists for full length of span. ' Tight fit 16' 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d 2x4/Plywood/OSB web stiffener 2" min. 14"_ 5-16d�5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails BCI 90s® j- - _: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when required when Indicated or max. 16" 6-16d 6-16d 2x possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Yj' GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads 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 1116 details in One 10d box areas=20 of high or=20 sinker " lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR O o o ;n GAS METER _ U 0 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (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) I Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —) DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls 7 / (I Provide adequate bearing for each lapped joist. odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing 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.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — ZO <O 6" A ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Jc I.0 SIMPS( w/(22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° SEE PLAN FOR---'°. a . • ° FOUNDATION INFO ° *A ,�I STEM FOUNDATION \�V/ "ICI Filler block. Nall with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap KBacker Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height - -- requirements -0 6 X Joist c " p/ / depth I -JOISTS BUCKETS N.T.S. GRADE a r--REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION WE"i"1111�► PLUMBING LINE PVC OR SCH40 SLEEVE �— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE . ._�-,,11 PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" CENETERED @PIPE PENETRATION PLUMBING LINE a ° .d a ° co Z • • ° SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d a' d ° a a. °� °< G a — — — Q < jiTl I • SEE FND. PLN. SIZE & REINF. I CO Fj C1J ( J � o ' � `•. F 1- .......... �... SS�01a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9 W Q d E m rb 8 N (p ap 00 6 N it 5 G - Pc #�� -9 w M w rnF- '0 LLJ a U. Q y"MM W N "" LL ° it 0�o tY m 0 Lwoa W C4w Z LL r°2O_jO' o nQ coN O + Z N Z 0O0 --r V M V Z N �Q z � Q a Ln N M z c� o C1 LL 4-1 f- N W N � a V Ow V) C� 4 w EE 8 ! h 1'h S L:16 c N z - 414-1 o w M M ¢ o z J U_ E m � o c " Z, Q o E v E oz uo Fto o E .0o p< ao ° �Z z NW� . n7 Cl)7 U 2 0 2 <Z z J - aI QW sz CO a 3 Q SM° aZ ww W U� �k Milli!cfl o w X0 >° a eY za 03 �M 0 = E >� cc W \ m � ' T ^ C^ O V W m c T Np TLO T_ I o � (3) r T' N 6 Z m Z E N a E U hi Q p JOB NO : 20-6579 SCALE : AS NOTED SHEET NO. SN 1 11 11 1 I __ 1111 1 1 it _ I 1 1 I I if III I NJ I" . 0 J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 ZITY P') VARIES INSUUITION LE-� / 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 n e (2) LAYERS TYPE I OR TYPE II A (#15 OR #30) UNDERLAYMENT -I I °' . D ' Z-) -I f —' 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE „ 5/8"OR 1/2" HIGH STRENGTH J -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 9/8" „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ S.P.F. DOUBLE ( ) 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1 ROW 2x BLOCKING MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.ID @ 1) ROW 2x BLOCKING @MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd FITS FOR WALL HGT. > 8'4'. SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE Cl)OIL ELEV. 0'-0' OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 ° ° A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH °3 1/2" MIN. 3 1/2" MIN. ° G A.F.F.ELEV. 4-3 1/2"z ° ° G p ° G ° 2x4 CONT. w D e ° 17—TT 1/2"(min.)- 4" _ p ° . ° I =I� — 31/2"(min.)- 4" ° _— II— I- 31/2"(min.)-4" - II T GARAGE DEPTH VARIES ° 71I — °T'fT�Ti'r ITTr 1 r r I• ,11 n (2) #5 CONT. 4" 1'4' 8" (2) #5 CONT. 4 g U.N.O. MIN. U.N.O. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" IN,S3 SCALE: 3/4"=V-0" S3 Qcs ��Eos�cJR EE SOFFIT A 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"&'X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT O° 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL �8" C.M.U. TYPICAL BOLT INFO. 5/8-4" 7' BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY FIBERMESH 2X PT PLATE #5 REINFORCING w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR —� ARCHITECTURAL TYP. A P.T. PLATE PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE �,, R— t. ' ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi (1) #5 VERT. IN FILL MONO OR STEMWALL r — a D FINISH GRADE °O [ ] [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD ° � Cl) � 25" MIN. LAP 30"MIN. LAP CELLS (SEE FOOTING MONO SHOWN P U.N.O. o _ _ _ _ O° 6 MIL VAPOR BARRIER 1> P ° °" R 1 7/8" FOUNDATION PLAN FOR CLARITY ° — T #5 REINFORCING BAR FOR LOCATIONS) 1x4 P.T. BASE NAILER D ° III= =III= = = = z " T 2 05 1 AP �qPI IrF: FOR ROOF PITCH 4:12 OR LESS. I I o • — jr PRE ENGINEERED WOOD - I I e TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACHZZ;- TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G JEDGE AILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" N1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 - LUMINUM DRIP INFORMATION. ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C .N 2" .O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 4"x4" INSPECTION D > ° =III= =III —III III=1 NOTE: = = = = • _ 31/4" BASEBOARD PORT AT EACH g - cal FOR BEARING WALL 1=III=III—' COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL =III=III= W/ UPLIFT ONLY III_ _ _ _ =1: 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONIC. SLAB co AT GARAGE CONTRACTOR _ _ =1 11=III=III=III=III=III=III=1 I=1 -1 =1 I=1 11=1 I=1 I I=1 I D1557) MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR -� I-1 I I—III=III=III=1 =1 I =1 I—III=1 1=1 11=I 11=1 I I=1 11=1 "—' =1 1=III-=III-I 11= I I 1—CURB 4" V-4" DUE TO SLOPE I 1-11 I I =1 CONCRETE SLAB W16X6 W/—NOTE: EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE BELOW SLAB INFORMATION. SLAB INFORMATION. CV ' e> - Z Cl)00 y ' y I 6x6W1.4xW1.4 ° 0? 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR S Ro — - _z min. 4" BARRIER C �r 1 a e a �• • a COMP. SOIL. ° °O (COMPACTED TO 95% _ —IT — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. O CHAT N 3" CHAIRS TYP. #5 R CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE OU.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—n �r GRADE )#5 BAR w/ OPT. TI— I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND 14 EXPANSION JOINT 13 O.H.D. RECESS z O.H.D. RECESS M _ +w M • .. r a. r f .. 4„ r T I�Iy I SEE A/S3 OR FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6-1- -'� I I I11TiL„ I I -IF FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 21) HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEAL0 •• INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB OO C I— M 6 MIL VAPOR T _ BARRIER NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE � D w U bb a . i .' I I I• A (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 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#) s E 6x6W1.4xW1.4 WWF OR FIBERMESH rc� ' A N. 7L\ I ME US I1 1 :n (2) #5 CONT. _[ 11IJ I II I I=rl I I, I ON 3" CHAIRS (TYP.1 8„ V-4„ 8„ 10 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)17 WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° ' SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN . A a. N SEE OF PLAIN �_ — a'. e %- (2) HTS20 FOR STRUCTURAL — r. E BEAM SIZE & % Air _ CONNECTION INFO k 'I I I 2 2x4 P.T. I PLATE 2x4 #2 SYP P.T. FRAMING w/ = I I I SEE A/S3/J/S6 7n6•• MIN 7/16" O.S.B. SHEATHING '4'r 8" O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. _ w SCHEDULE OPTION #1 COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION J W � ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL .- EXTEND FILL CELLS _ TO FOUNDATION PAD : v INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH '- `o A „ SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS CONT. FOOTING STEEL MAT REINFORCING. oo g 0 _UJI Z w 1- n- w �w p o U) " � GRADE a ° ;III=III G °• ==III=III=I' —III— —III—III—III= w :III=1 I I I- 11=III=111=1 11=III= U -1 =1 ! • ° a —_ -_ _ _ z — — — ``' a 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" • • BEYOND PAD REINFORCEMEN (SEE SCHEDULE) •,�,,•�, :o,,�o .. . ' ---- • • TING WIDTH SEE SCHEDULE TAPERED . COLUMN FRAMING COLUMNPATIO �>,1it11illltlff Cy w F : 0� ' e To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. O 8 N �O it N gE pip V N 6 Z LL # 0 W J W 04 IN LL LL a a y' M M muJii o a 13 Jam zzO Z �,_� x _- 12 m con N2pjZ O' ILWt2-9G Co LO M o J N Q 00 El El ❑ Z {y z N z � � Q d N r N z CD o v Q A W 0 w s � O N U) U U 'o 12, U3 m • �Q Q 0 N O o C.0 w M i o Z < U_r E � Q. CL 0 cao F- � o � X U 00 Z CV i <0 w o ¢ � w r0 �c C ❑ N U m E O o, Z, z J maw e iz 3 n 3 f 8 U a �w W o Wa �o C ila a� ° 3 C = ^� ) dCD W '> O � T ^ C O V �./ T 0 04p � J N r T r O00 N o Z E 0 a.0 _j Q JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. S3 (MONO) If Ilvil I-IIIIII III I -I 11 _ I I! III I I I I I I I Ills! I IINIP'1 1 _l! (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (1YP) 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 EVERY OTHER STUD (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 L—/,m W/ 8" EMBEDMENT 8"X8'%16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) '--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR J WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/81, 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d o a d 8" STD. 90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) T, OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: lO 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. iJ3 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"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d , e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BI 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. �FFA�!�k0 kk 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET vvvnrwi♦ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) 1 (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. O,o OR U.N.O. SEE N/S4 F��NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 CO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d °a d 12 (TYP-) SEE ELEV. SIMSON SP2 w/ (12)10d NAILIS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK mp�_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 48.SPLICE STAGGERED V ' J G' 1 od @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ ��16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON Q SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR — ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON /' RECESS SP4 SP4 / a SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U - Z Q 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) e ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (22159 SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE: NTS SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING o I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"1 J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. I N -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 J(D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R� SCALE: N.T.S. `'fti• .CJ L'd N, ZL f- r>' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q e} U N N ak pp BCD p o V .. 0 N m N J .�-. r 9 # QO U . s .J # y! <�� a LL�a M a 0 �; W �u_u_ a a � z�omc:Zy L0o O 7 m J '@(V - Om w W2 omrn J o a ZOD o & Z Cl)a O J N _..." W z I 0 z � ID z o� t1'1 N z C1 Xw Va 0 w C �N w m _ E =,. C ¢ Y ° 0 — w M M o Z U_ E In o° >o _ ® 4 W 0 ~ o Wo z o M N l a� wz o Oa wW ¢79 L Q p m i . n3 N � - U usi0 0 o� = z Q) QW > UO o U w� UZ Fk CD zaWJIs wz 30o CM = E2 W B m '> O � T < C L O nL1 O N O �• V J . v J 04 T r LO Z— I O ) r ui m T N z z E 10m Q. E L) '10:? ¢ o c JOB NO : 20-6579 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR 2"x4" 1 Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES I () e ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE TOP CHORD BLOCKING FOR @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL TOP CORD BLOCKING 45°t AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING 2X4 CONT'L" BRACE DETAIL TOP CORD BLOCKING FIRST FOUR „ ROWS OF 45° t 24 MAX. TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)EN TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" 0/C. END A EXTEND AT LEAST 90% OF WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX, 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) Sd SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ; 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED tt THROUGH CHORD CORD ATTACHED W! (2)16d TOENAILS 10d NAILS 6" O.C. w/ @ INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 'IT" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS A SEE STRUCTURAL NOTES 10d x 1 12 AT EA. SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF APPROX. 8" FROM SHEATHING TYP. FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (2) 10d & (2) 10d EACH JOINT W/ (2) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR K7116" 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M Ak 2x4 'IT" ON TOP OF PANEL SIMPSON HGAIOKT wl (4)1/4"xl 1/2" 10dx3" @ 4" 0/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR r NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `° � °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 l 21/ BRACESS 24" MAX. EDGES OF -WOOD TRUSSES APPROX. 8' FROM SHEATHING TYP. RIDGE FASTENED AT ZAZ "L" BRACE TO EXTEND -2x4 RAT RUN BRACING $123' EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16dOSB /� `►l 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT � @ 48" FOR THE (2) 16d NAILS SHEATHING ATTACHED (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 (4)O/C FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. W/ 1 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD -2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x47' ON TOP OF PANEL \\� OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ ! .° 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 71 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARING LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS r ADDITIONAL INFORMATION. `S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT !INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) J1063" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj� 2"x4"y RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. SJ 1 GABLE TRUSS S� "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S'J OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT `- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 124" O/C (TYP) I v / _N " " ' 0 z w \_BRACINGw/(3)10dx3"AT EE • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU ut--- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACEr7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON — LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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 NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o ac 0 � i CORNER JACK Y U tY w z M O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION tstttt�!tf{ftOfPtr fr! 0WN -- (j �l ✓ ^ •,� MPS 1, �"' S 1 % c it �. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages hearing Engineers signature and seal. IN Q o EE p'-p 0 8 a N iY 0 y C� m # 0 LL rn to uj a U) � a u . Q Z °jMM W a Lu 'zWo To�C oc_p mm O W C/5 � LL = 00 NO X ay N ch Z V 0 J OU Z W C Z N M z c' Q wad 4-1 N w � A V 0 w s N � N U c � E � c Q 00 0 �0 see w Cl) o Z Q E 0 zoo �1 w° � �® oa co o Zo� C X U o< °dz oa �z az N o ¢o t w0 c ox oz Z, z (3)< W a" g0 �o a w W T 0. Z w� ' F o cio za >° a �3 2M 0 = 0 > � ^�1 m 0 .� O (3) T _ Q C 0 0 o �i N O N � J LO oo E N T i� N o Z Z :3 E O 6i N 2 E U J Q 0 J JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. S5 1 ! 1 1 11I'"1- ll I I_ 11 11 0 1 1 1 !- I- 1 - -- 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL MAX.MAx. UNACCEPTABLE INSTALLTION 8 , DOOR JAMB (REFER PRODUCT P.T. TO PRODUCT TO PRODUCT� PROPER INSTALLATION � DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. TO APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE 8d 4" 1x4 P.T. 3/16"� X 3" LONG FURRING FURRING " " (2) ROWS 3/16 x 3-1/2 FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD W/ @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16" 0 TAPCONS (TYP,) TAPCON. INTO STAGGERED @ 16 11 TAPCON @ 16 O.C. & 4 2X8 ` '' 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO � DETAIL FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL A STD. 90 ` 1_�� D. 90° HOOK (TYP.) @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB TAP x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT a METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2"DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM OF BAND D JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16° APPROVAL FOR CONN. 2 ROWS 3/16" x () O.C. & 4" FROM EACH 1x4 FURRING ,C. & TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. +2 NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' - w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 /4" DETAIL STAGGERED @ 12" O.C. 3-'I /4" DETAIL ±5^ NOTCH WEB AT THE FIRST 2 COURSES LFILLED BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A_A =1610 # FOR 2 STRAPS FILL s EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" D W ROUT SOLID /GOUT a 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) LEAVE A CUT OUT IN O.S.B. 2 x 8 45" DIAGONAL (4)10d NAILS ON THE BRACE(S) 2 x 8 BRACE/INSIDE TO ALLOW FOR INSULATION 7LKG$ 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT H POLY BRACE AT A FURTHER INSTRUCTIONS. ORCONTACT ENGINEER OF RECORD FORSCRIBE aOVERHAN (NOTCH) FACE OF ARCO W/ (3) Od NAILSNAL BACKSIDE TO FIT ARCH (4)x AT EA. END RETROFIT TRUSS DETAIL •° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. q•. . 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ­'ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN ° RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. K�J_�_ 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ � X O�FRygN TO TRUSS TOP CHORD 1 rr -Q 5 -Q„ ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. + CF + �OTy SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24 O.C. + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED ' ALL + REQUIRED EMBEDMENT INTO K.) � PER NAILING SCHEDULE TO SUPPORT TRUSS +MAX SOFFIT ° • ° ►.•L#5 BAR ° BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH/4„ 2_0� 8� (5)12d NAILS SIMPSON i + + �' ° D 4CENTERED W/ D' 10 ° b • , °. IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 gd NAILS 2X4 SYP EACH TRUSS , • s °'' ° b , ' ' . :� KNOCKOUT/ N / ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK T. W/ 2 10d 2 x 8 VERT. O NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) `� CONNECTOR - p MONO FOOTING ---, •D �° °, PROVIDE 2 x 8 DIAG. BRACE B SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 ° N FILL 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT ..> a• z DIRT TO BE INSTALLED 000, 4'-0" MAX SEE PLAN PRECAST LINTEL ° . ° STANDARD o BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION , #5 BAR IN ° 90' HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'%," WOOD FOR OVER HANG FILLED CELL, •. • �� • �, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS 16" O.C. MAX. OR IF MASONRY @ (MAX. 4'-0") _ . . _ . , • , , , INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE 2 1 /4" X 31/2" TAPCONS AT 16" ( ) O.C. •"r �, , •, , ,1 � THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL B_B MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4' -1-0 SS SCALE: 3/4"-1-0SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER DRILL 3/4"x5" MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6`_0 EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3"MIN. EDGE DISTANCEUj FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , o o nJ REINFORCING AS FOLLOWS: SEALANT a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p' g #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. " + 6" MIN. LAP SPLICE W/ II o' o U z — EXISTING FOOTING NC (2) #5x6 IN CO * ITH UPPER HALF OF MORTAR BED AND TROWEL COVER PANEL REINFORCING W U REINFORCING PANEL — . — U) LO FILLED CELL SMOOTH. DO NO FURROW. ° ° ° �I r N DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT R DE o >11 IF G A SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ° `. .. «, G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. Ic SEE GLASS BLOCK INSTALLATION NOTES. c� z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS r • o ' ° �"0 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ t, (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN, EA. WAY SECTION 00,COVER A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. = SCALE: 3J4 -1-0 SCALE: 3/4„= 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 7,"<gi`li?iE€fifit'1'4rkei� �.` ' - va 6 0 . - C� jx N A �• Ok To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, . F Q E c O N [p pp C� N ik � G co, of ;° r �_ feu C. N 7u7T J W �C-, LL LL a Q ajMM d Lu 0 J W LL I a Z � � �, C, mo 0 0 - 7 'M CV (>7 m m m W W 0�¢ a LL Z � N� <oN N M Z U a L oU W DD❑ z N 8 z M U) z a 0 o +-, � a U OLu $ N c � N � .J U 814 I = s t Q � N oco W M Z CE 00 z �z Z oa N t — io X U as )o N <o <o r� wz ti C � U mo o� Z z 2 �m YZ to a < 0 S� z d° Q � W �. LL XLD ,- yz w w< =3 F ° > IIIIIIIIIII� o v 5 a ° M � m W '> O O F_ W = r � 04 0)d- J N r �— LO VC-1) I O M00 T- E«' E r N o z E O E " a "3 c d U J Q 0 JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. SS - — -- I I 1 11 1 ■ I I _ I _ I_ - I I I I I I I ►° III 1 11 111 11 1 1 ' 1— — 1 —0 CROSS BRACING DETAIL (TYP.)r1 SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vv/ L- I vu ` "/' l I I I 1 V v v "L 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 �3 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A I DIAGONAL - AT 8'-0" MAX TRUSS :33 SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS (2) 2x8 #2 SYP wl O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN 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) 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 (2) SIMPSON HETA20 w/ (8) 10d ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE �K WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 USSES GIP & (4) 1/4"x2 1/4" TITENS EACH L] AT 16" O.C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD 0 STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS 'IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 2OOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: NITS 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 INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER G SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" im MIDDLE BM. SPLICE OVER CENTER OF POST BUILDER FRAME RADIUS AS REQUIRED KNEEWALL c"D ENTRY FRONT WALL SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS —' OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FORLOCATION 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 AI VARIES -, Zr- -r r_z,�ts,-- 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR ti w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER - -- ADDITIONAL SEE PLAN FOR NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS NAILS AT BASE 1Od NAILS ATTOP 2x4 #2 SPF BRACING @ 4" O.C. INFO. SP2 w/ 12 1 EXTERIOR SHEATHING INFO. 16" O.C. W/ 4 12d 2x BLOCKING BETWEEN STUDS O —�-- —1/I— COMMON TRUSSES. ATTACHED PER � TO TRUSS W/ (2) 12d TOENAILS TOENAILS TO TOP - SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL SCHEDULE BOTTOM CHORD PLATE MORE INFO. ` TRUSS SHEATHING ATTACHED STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ 2 12d VARIES SEE PLAN ( ) _ VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE - SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING hter'- SIMPSON MTS12 w/ EACH COMMON BELOW 16" O.C. WOOD WALL - _ -__ . OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP &BON OM y.-r / @ TO FLOOR GIRDER 16" O.C. W/ EXTERIOR 1 - - -_� rl - SEE PLAN 16d COMMONS i NAILS EACH v SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO HETA16 w/ 9 10d x 1 1/2" NAILS TRUSS OR SEE PLAN FOR PLATE BELOW -- -� O @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN A (24) 10d x 1 1/2 NAILS @ 4 -0 O.C. ---- o MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. °� SECTION @FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION ENTRY $ CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS 1 N I � � i►l�iri \\e��ti���tttt O Vti N 5 O F E S s O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 1.�2pp LQ 8 N N ik N IM 07�� 01 �j N J N J it W tl! a to r- LL LL a y M M L Wuj � La a Z C. @0,00 r C. o m O W0 M ¢ � 4 I Z LL (a Jco C0z <0 N OU ❑❑❑ W CD cm, (D z QN p� z � S Z Q � J a. U N V) z a 0 i 4-1D* U cn 0 a R 8 N c N co LL, E I C) o c u) . —o N see C"::)w M 0 o Z a J V- E y 5 o Zo 411"'- :z V W i ¢� ® oa w 0 z r6 N o x ' �< � j O O W a wWm .�-. i o �d o 0 CO CY U N Of Oz Z v� <� Q W �Z d 3 oa Z o g Q ¢ NW a_ W ci Z o co c zla ° r a 3 M � W O CCL O ^ V W m = � T 0 p � J N T r m T— N o Z z E O iri to a E O 0 ° i ¢ o C JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK e SEALANT JOINT 5) SEALANT FROM ti •, INSIDE EDGE O2) F 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 TO 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 "'SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NOl BOTTO! FLANGL SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ## 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 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 0 o� ASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 314"-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 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK M 2 V-4" PER PLAN V-0" PER PLAN 4" OR 8" CMU (PER SEAT DEPTH) ° FILL WITH GROUTQ� HA - SLOPED MUD BED \,a d ° ° d VINYL SHOWER PAN d H ° ° ° a °d SLOPE d n SHOWER SEAT SELF-ADHER WINDOW UNIT FLASHING REQUIREMENTS DOOR ROUGH OPENING 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. A water -resistive barrier is described as a material behind an exterior wall covering that is - 3/4"-1" BEAD of CONSTR. intended to resist liquid water that has penetrated behind the exterior covering from further intruding Into the exterior wall assembly. An ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING q p g g y THRESHOLD OF DOOR AND exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER EXTERIOR providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish PROOF CAULKING CEMT. FIN. systems, architectural trim and embellishments such as cornices, soffits, and fascias. SELF -ADHERED FLASHING BUILDING PAPER 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 SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. V11 R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall 1 include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual 2 v AO 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. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater SELF -ADHERED FLASHING than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE 9 pp 9 PP g p rY FLASHING JAMB &HEAD THROUGH SELF -ADHERED cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING, SEE FLASHING SELF -ADHERED FLASHING AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or FLANGED WINDOW (SEE DETAIL WP01) ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, r (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall RELEASE PAPER TO EXPOSE EXTENDAMINIMUM6" ADHESIVE AS SHOWN) finish or to the water -resistive barrier complying with Section 703 2 for subsequent drainage Mechanically attached flexible flashings VERTICALLY FROM BOTTOM OF THRESHOLD rem :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING INSIDE CORNER Ground (­o- SELF -ADHERED FLASHING FOUNDATION WEEP SCREED OUTSIDE CORNER , • STRIP OF SAF I- DRAINAGE PLANE WRB LU > BOND BREAK WRB m > I \ SF LATH �I WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE a a II' a d PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. CO DO NOT SEAL. _ � CONTINUOUS BACKER W LU ROD & SEALANT DRIP SCREED PLASTIC w ACCESSORY Q LU w � 0 A _12 SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) O DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - ! SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS S\1m�Z kSTER STOP ^ NTINUOUS BACKER ROD /1 EALANT MENTITIOUS FINISH shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 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 2 sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAMDMA 400. 7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. • 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in autters. 2AL FRAMING RAL SHEATHING 3AF PLANE WRB AK WRB f HESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all T=% Jj f; i i/ i 0 N O N o_ 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q `t EE o � 8.Cq co ,ppipp V p mac' miK ' Cou_ J M a N (� D a:MM U J iL W y J W W UJ a a. ix 28- � Om O 7 mSN(O m LLWin2pjQi Z Lo C7 Z Ja O W N OU U J ❑�❑ 0 0 M- Z N co z C>_ 0 z n Q � U) J a N Willa to z �(1)CD 4-1 (13 U w O w g Ln c '.. U w ai .. _ c Cn 2 a �0 N Ol soo o M y w M 0 i LJL Q E O i i oo "'� > o as z® ❑a E: V OE ° a _° O Z- N i p <om0 E Z �t p C - z x U `=m O oZ Z Z cu J a ° aw Z U) 8 E go a m W2 oLL r� x3 oo v o. zla o- o 3 I* m W cc ', O � '- T Oi L� o (D m C CD d. T O O _J LO O r, M oo rn �- a; m T N Z Z E O E a @ a U Q p JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. W P - I I - I - - - - I I I i 1 I I i i I 1 ly 11 r LL Mile I II I t I 11 I I I I III 1 I I Ill 1,111lu lWrl'[l i lF" ni if - 11 i i I !'Ill Ifni ri 11 YIIIIIIIIIII1WU&IIIIIIIIIII A HURR/CANE Mounting Brageickets (10 Gau 4-112' x 4-1R ' x 2-12 See Anchor Schedule i Bolts 1 l2" Dia. A325 Gale. (T.) Yi7 0 OT o Ili T 1�4 1 0-5/1B'° IF Washers Self -Locking Nuts Back Cross Support (Y Ma be cut to W) Right Sfaciket (16 Gauge) # 4 -Dri 1 Self lii Screws A/C Uriiit Bottom Edge `-Hurricane Strap VgFroni (Typical. 3 in ffli Cross Support Ma be cut to W ( ? y Left Bradcet 16Gau ` ( ) (F4Self-Drilling 1 Strews Ttuu Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side hurricane use ) 5pertgc untAl,anan i multu kits arc peame a,@ walk call i4rtrncmr An Brae_ Raised Seal rreilall open eegaan here we E owat 1 i aPlt!' Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 3rW201e Cods Eri fy or 292 20 Date Pendino 21(q I'lli Version Manufacturer contact Erhdneer &Licence Validated By Validated Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/102017 10/172017 12/12/2017 Approved Category! Rooting (352) 498.0778 PE-75519 (334) 300-1800 Subcategory; Metal Roofing infoCgulfeeastsupply.com Compliance Method: Evaluation Report from e Florida Registered Architect or a Licensed Floride Professional Engineer FLas1111M.933 eredueft Quality Assurance A oorovad for Use Approved for Use Impact P4ElM3 Product Mold. Number or Name Product Description cOlYraat Expiration Dale lIl.t�03 outside HVHz Resistant Pressure 1 0.032&qud; Aluminum SV Crimp Men 0.032&gook 5 V Crimp A1urNnum Roof Panel 04/1 22 024 No Yes N/A +WAI over 15/32& cot' Plywood 108.5PSF 2 0032&quot; Aluminum Gulf Lok Mon 0032&qud; Alum)nurn Gulf Lok 16&quoY Wide 04/122024 No Yes N/A +NIA/ Roof Panel over 15/32of P11+pad 116.0PSF 3 1&gook 24ga. Gulf Snap 1&quot; Gulf Snap 24 Go, 17&quot; wide Root Panel 04/122024 Yes Yes N/A +N/A--131.0PS over 15/32&quota Plywood 4 18,gook 24ga. Versaloc 18quot; VerseLtx 24ga 16.5&qud; Wide Roof Panel 04/12202 4 Yes Yes N/A +N/A/ over 15/32&qud; Plywood -138.5PSF 5 19quot; VersaLoe 032&qud; Aluminum 1&qud; VerseLac min .032&quot Aluminum over 04/122024 Yes Yes WA +N/A/ 15/S2&quot; Plywood -10l open 5 1.58qud; 24ga. Gulf Snap 1.5&qud; Gulf Snap 24ga. 161i Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 1582&qud; Plywood -116.OPSF 7 1.5&qud; 24ga Versa Loc ' V naLoc min 2 e. 16& d' wide Roo 1 1.5& ud a q 4g W 0 4/122024 Yes Yes N/A +N/A/ Panel over 15a2&qud; Plywood -123.5PSF 8 29quok 24ga. Megai Min 24 Go - 2&qud; Megai 18&qud; wide Roof 04/122024 No Yes N/A +N/A/ Panel over 15/32& d' Plywood 108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&qud; Wide over 15/32&qud; 04/122024 No Yes N/A +N/AI.96.7PSF Plywood 10 2 Ge 4 .Gulf Seem Min 24 Ga. Gulf Seem 16&qu d; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over 10 Wood Punins over 15/32&qud; Plywood 11 24 Ga, Gulf Seam Min 24 Ga. Gulf Seam, 1 314&qud; Snap Lock. 04/122024 No Yes NIA +N/A/ 18&qud; Wide Roof Panel over 15/32&qud; Plywood -108.SPSF 12 26 Ga. 5V Camp rein 26 Ga. 5V Crimp Rod Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 260 e. 5V Crimp Min 26 Ga. 5V Crimp aver 15/32&qud; Plywood 04/122024 No Yes N/A +N/AI.131.PSF 14 26 Ge. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 1x4 Wood 04/122024 No Yes N/A +N/A/ Purkns over 15/32&qud; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud. Wide Rod Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&gook Wide Rod Panel over 04/122024 No Yes N/A +NW-63.5PSF 15/32&qud; Plywood 17 26 Ga. GuMPBR ' 6 a. Gulf PBR Rod Panel over 15/32& d' Min 2 G qu 04/122024 No Yes N/A N/A/ Plywood 154.7PSF Fbrida Department of Business & Professional Regulation Paget 91`2 Building Codes and Standards 3f2WMle Product Approval Application Detail Awl Number or allaine QuallityAsniuserl conb2atamed Approved for Un Aoupv.dfor Uw ss�tll mrtu trwad tilt on1>z 18 26 Ga. GnOPSR Ga.GLW R Roof Panel Over 1 x4 Wood 04/122(rl4 Yes Yes NIA �26 ns over 1513211,quall; Plywol 5PBF 19 26 Ga. GUIPBR Min 26 Ga. Gu PBR over 15/32&quct; Plywood 04/122024 Yes Yes NIA +N/A/ -154.7PSF 20 26 (a. GutVBR t��«G�� war 1x4 Wood Purans over 04M22024 No Yes NIA 15� PSF 21 26 Ga.G1111R6 rile 26 Ga. GUARib over 1 x4 Woad Punrins over OM122024 No Yes N/A.Ni 151328quot; plywood -164.2PSF 22 26 Ga. GuBRb sin 26 Go. GuIll over 15I3211liqud; Plywood 04/122024 No Yes NIA +N/A/ -159.2PSF 23 26 Ga. GuffM Min 28 Ga. Gu ffi over 15I32&qud; Plywood 04/122024 Yes Yes NIA -N/A/ -159.2PBF 24 25 Ga. G 11M Min 25 Ga. r IX4 Wood Pa IIIIS over 04/12rM4 Yes Yes NIA NIAJ �� SF 25 29 Go. GuBRb Min 29a. ita ovearI as Wood Purli aver.141010 04/12=4 No Yes N/A 2GPIy _ 23.5PSf 26 29 Ga. G Mb hit 29 Ga. GlfRb over 15MIlquot; Plywood 04/1212024 No Yes Ni +N/Ay -146.OPSF 27 29 Ga. GutfRib sin 29 Ga. G&1Rib aver t x4 Woad Polls over 04/122:024 No Yes NIA 4i 7A611quct O.S.B. -101.OPSF 28 29 Ga. GuBRb Min 29 Go- GWRib over 7/16&quak O.SH 04/122024 No Yes Ni +N/N -116.0psF Surch ciliate Code Version- 2017 FL k 11651 Appkad-Type: ALL Product ManufasAper. ALL categarlr: ALL Subcategory: ALL Application Status: ALL Compliance M~. ALL l'ivai Assurance EM Contract Capital ALL Product Modi rAurnber Or Mann: ALL Product Desrrlptlorc ALL Approved for use In Hi ALL Approved for use outside ri1rH2: ALL Impact ROW aeunI ALL Design Pressure: ALL Date Fran: ALL ter, 220 oats Pending Mice Version Manufacturer Contact Enalneer & License Validated Ella Validated abillialFBC Aporowal approved 1111YS Revision 2017 Smart Vent Products, Inc. Michael Graham Hernias F Nol P.E. Locke Bowden P.E. 08/172018 087172018 08232018 10/082018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 ilubCategory: Products Introduced as a Result of infolMsmadvent.eom New Technology eompillaxe Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida 14.01322at7 fkorWalis Professional Engineer AW Product Model. Nuadter or Name Product Description Quality Assurance Contract 6tmirallon Date Approved for Use Aporpwdfrx In IIVF{Z Outside Use HVH2 Impact Resistant ) Pressure 1 SmartVent Model #1540.510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes N/A +toot-100 2 SmartVent Model #1540-511 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes NIA +1001-100 3 SmartVent Model #1 540-520 Insulated Flood Vent 12r312020 Yes Yes NIA +1001-100 4 SmartVent Model #1540-521 Insulated Flood Vent 12/312020 Yes Yes NIA +1001-100 5 SmartModel #1540-524 Vent 16&qud; Garage Door Flood Vent 12/312020 Yes Yes NIA WA 6 SmartVent Model #1540-570 Wood Well Insulated Flood Vent 12131202D Yes Yes NIA +1001-100 7 SmartVent Model #1540-574 14.5&qud: Garage Door Flood Vent 12/312020 Yes Yes NIA N/A rc HAP eSnranactars I. at - Sinendii if-nnnat4nra 3. USP I Florlds ShOv ido Enaiva#on report EXA _ sEmpaon Fioridw elide EirniuWon Port rcp. st1 Hc.. Product ai No. Heels M Date Shock 14, Product No. Now;s Deis A3 FL17244 1 ESR-3455 12/31/2020 A23 FL10446.2 ESR-2606 12/31/2020 HD210-2 FL17232.3 ESR-3445 ....... _._................. ............. ............................... ... 12/31/2020 HU210-2 FL10856.4 ESR-2549 . 12/31/2020 HD212-2 FL17232-3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 ............... .-_............................._......_....................... HD216 _..._..._..........._._..----_........._.............._...._._................................_...................._................_...__......._......._...._..............._........................._......_._._....................._......__._............._.... FL17232.3 ESR _3445 H1216 FL10856-5 ESR-2549 ......._....._....................__... 12/31/2020 ..................... ...... ............._..................................................................._...._......__............__.......---...................._......._............_...I......_...._......_........_. HD2163 FL17232.3 _...._.............................................._....12/31/2020 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 ......__._.............._....._..... 12/31/2020 --.._..__...._................... HD26 .............-......_... _ _. -....... FL17232.2 _....__....---...__.._...._......_.._...._......._..._............................_..............__.........._...._......_..---....--.--..........._....._......._........... ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 ........__._.._........_---._.. 12/31/2020 H._.............._............--_........_......_.._.._._.._.FL1.. D28 2 ....................._........---..................----...._.._......_........_........_..._.._.............._...._......................._.............._.._ 7232.9 ESR-3445 ._.._....._._._.........._.._._ 12/31/2020 HU28-2 FL10856.4 ESR-2549 ............_._........._.......__.... 12/31/2020 ............................ .........................._.....................I--........_............................_....._.....................__....._..........._..................-............................_..........................................................................................._............................................._......_.........__..... HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 ........._..........................._... 12/31/2020 HD412 FL17232.4 __......_......_..........._. ........................... ESR-3445 12/31/2020 HU412 FL10856.9 ESR-2549 12/31/2020 ............................................_..........................................................._...._....._..................................................._......................................_._.._.-........_..._.................._........._......_......._................_................._._._... HD610 FL17232.4 ESR-3445 12/31/2020 HJ610 FL10856.10 ESR-2549 ... .............._................_....... 12/3i12020 HD0410 .. FL17241.7 _......._..........._......................_............_............................._..._....._..._......._......__...._...__........_................_...__.._..---.... ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470A SIM200803 12/31/2020 HGAM10 ......................_....... -FLi7699.1 Evaluation Report 12/31/2020 HGAIi FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 ... FL17680.4 ......... ............. -... _---_-... -.........-................................................._.. ... Evaluation Report ...__.._....-...__....-_.... 12/31/2020 HETA16 FL11473.5 SiM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12131/2020 HETA20 FL11473.5 SIM200802 12/31/2020 ..................._..............-............................................................................_................................................................. FiTT16 ........ FL17324.2 .................................._........_..................................._.......-...................__....._.......................................................................-...... Evaluation R ort 12/31/2020 1 HTr16 FL11496.1 ES-0130 12/31/2020 HTT FL17324.2 Evan tion R art eP.._......................_........ 12131/2 020 HTT22 FL114 .1 96 ES-0130 12/31/2020 ... ................................_.....-`�5..................-,....._.................._............................_............................................._._...................._...................................I...........! HTW16 FL17244.8 _....... ... . ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2613 12/3112020 HTW20_....._................. ...................................................... ................... FL17244-8 _............................-................................._...._......._...__...._._.............._..._....._..........._..._...__........._...._...._................__...._.._.. ESR-3455 12/31/2020 HTS20 FL10456-23 ESR-2613 ............_........._..................... 12/31/2020 .H7W24_...._.........._.......................... ....._.................._............................__............_....__....._..._.......__...__._.....-.._...._.._...._......................_............_......._.._..._.....-_..... FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 ........._.... .............._..._........_......_...._....._..........................................._.................._. HTW30 _._.._......................-....................._.....................................................__.......-............................................................_...................I......_....._................ FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 ............................................ 12/3112020 .... _........................................_........_......__....._..........__.......-....__....... -HTWM16 FL6223.2 ___........._........_................_..._........_....._......_......_........_............_.._.__._...............................................__........_.._..._... Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 . 12/31/2020 HTWM20-....__..........- ........................._..........-...................- ..............-FL6223.2 .......-..................................._.............................-.I....._..........I...._...__...---......_...._.............._............_ Evaluation Repot ._._...._........._......_..__-.._ 12/31/2020 HTSM20 FL11473.11 SIM200802 ................._...._.................. 12/3112020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 ...........................-........._.__._...__._......................................................_.............................................................._.. HUGT3 FL6223.3 _.................................................._..................................-...._.._........_......_....._........_..........................-..............-.......................I.......... Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 .......-............................_..... 12/31l2020 HUS210-2 FL1723Z6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 ......_._..............._....__................_............_........_.._..._...................................._........._...................................................................._......._...._............................._..................---._....._.__..........._........_......_..._.......__..._.._ HUS2i2-2 FL17232.6 ESR-3445 ......._...-.............._........-- 12/3112020 HUS212-2 FL10856.11 ESR-2549 .............._.._..................... 12/31/2020 HUS26 FL17232.6 ESR-3445 12/31/2020 HUS26 FL10856.11 ESR-2549 12/31/2020 US28 --_.._........................._.......-.-FL17232 6.___..................._. ...._........_...-...._........__........__........._._..........._..-._---...._....._........._............_..........._.............._............._.__..._.._...._.._._... ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 ........._.................__... 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856-11 ESR-2549 12/31/2020 _L4..__.______....__......_..........._....__....FL17232.7 __.............. ..................__....._..._.._.._...._...__..._._._........_......_........---.._...._..._..__......._.......---..._.__..........._._.._.._ ESR-3445 ... ........_....__.................... 12/31/2020 LU24 FL10655.103 ESR-2549 12/31l2020 .......... ..................._.........._..................................-----........_.................................._...._..._...-................_............_........................_...._.._..._....._........_._._......................._..__............................._.............._.........._- JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 ...._............._........__.......... 12/31/2020 ..4... .b.....S....2... JUS210-2 .........-..._.................................._............................................-........._...._..._._...................................._......................................_..................__.... FL1723211 ESR-3445 12131/20120 WS210-2 FL10655.107 ESR-2549 .... ....._...._...._......._........... 12131/2020 ............................................_........_._.........................................................-..._..__._......................................__.........-...-..............................................._........._......................._.._................_..................._...._._.............................._.............................. JUS24 FL1723210 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 ............._....__.................._ 12/31/2020 ......................................._..............._.........................................................................................._.................................................................................-.............-..................................................-..........._.........._..._._...__.................................._.I.....I...... JUS26 FL17232-11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 ........_................................... 12131/2020 JUS26 2 FL17232.11 ESR-3445 12/31/2020 LUS26-2 FL10655.112 ESR-2549 12/31/2020 ............................................................................................................................ JUS28 ..............................................................................................................................................I.......-............ FL1723211 ESR-3445 12/31l2020 WS28 FL10655.113 ESR-2549 _................................ 12l31IZ020 ................__._......__......_........................................................._I........................_..... JUS46 _. FL1723211 ......._.........._............_...._.._......._....._.._...................._.........._.._..-.............._.............._.._.._ ESR-3445 12i31/2020 WS46 FL10655.118 ESR-2549 ..........................._............... 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2815 12131/2020 KST260_._.................._....----.............FL17244.15 ................._......._....._........................................................._.................._..............---..............._..---........------......._.._...._..._...._...............---..._....... ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 _.... .... .......... 12l31/2020 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 -.... LSTA15 ................. _....... _.................._............................................................................................................................................................. FL17244.18 _. ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 ........................................................................................................................................................................................ LSTA24 FL17244.18 .......-..........................................-..................._.............._.........................................................................................I...._..................._..... ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12/31/2020 LSTA30_.._....._._..................__................FL17244.18 ................._._.............__........................................._._........._..._....._._...-...._..._.._......_...._.....__._..........................._....._.. ESR-3455 ...-......._..__._ 12/31/2020 LSTA30 FL10852.4 ESR-2105 ...._....._.._........-----....- 12/31/2020 .............. ......... ....................._..._........................... LSTA36 _.....................-.......__.............................................................................._....._...._........._..........................-.........................................................._.................... FL17244.18 ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 ._........._...._............- _.._...._.....-LT_S19 ................_..._..._..................................-......................._...................................................._.................._.._..._.._...__........._.._.............................._.......................................-...._.......... FL17219.2 ER-0200 12/31/2020 LTr19 FL11496.3 ER-130 ........_..................---......... 12/31/2020 .._...I..............LTS206 .................._ 1..... ........ FL17219.2._........................ _ ................................-.............................-ER-0200...._._.__._..........._......_.._.._..-....-1213112020 LTT20B FL1 i496.3 ER-130 12131/2020.. ....................................................._......_.................._..__._.._........_...._......................_..............__...._...._......_............_........_...-............_......._..................................---...._................._................_......-...... -LTT131 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 12131/2020 .LTW12..... .................._..........................FL17244.8 ..._.........................._............._._.._....................................._........._....__......_........_..---._._..._....._.._........_.........................._..........__............_..._......_................__.... ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 ........._-......................_..... 12/31/2020 ..... ....................................................................................................................................................................._...............-........................-........................-......................._................................................................................_..............................._............. LUGT2 FL17240.2 ESR-3447 12131/20201 LGT2 FL11470.7 SIM200803 .................................... ..I 12/31/2020 Ii FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 ...... ......................... _........_............................_......... MP34 ................................. _..................................................................... FL17244.23 .... _............................................._........ ....................... _... ..............................._.............................................. ESR-3455 ................................ ........... 12/31/2020 A34 FL10446.3 ESR-2606 .. ... ...... 12131/2020 Ill FL17244-24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 _....................__............................................................._................._................_. M. FL17244.22 ............__..............._.. _._._._._._...._._.......................................-.........._._............I ESR-3455 .........._............................ 12/31/2020 LS50 FL10446.16 ESR-2606 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 Will FL10667.86 ESR-2615 12/31/2020 .._.........................._...._..-..-_......_....._......................._........-......................_.... MSTA12 -...._......._.........................................._...................--_._..........._._.............._..._.-_...._...........-.._..... FL17244.18 _........_......-.._......................................_. ESR-3455 12/3112020 MSTA12 FL10852.8 ESR-2105 ............._..._..............._...._ 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852-8 ESR-2105 12/31/2020 ..............._............_....._....._ ................... MSTA18FL17244.18 ..............._..................._ ............_........-...........-.....-........................._..._._........._.............._............_................_......._........................._...._.._._...._....._........ ._................................_...... MSTA24 FL17244.18 ............................................................................................................................. ESR-3455 12/31/2020 MSTA24 FL10852-9 ESR-2105 .........._._..............._........... 12/31/2020 ..._._...._.....MISTA36 ...........................FL17244.18....._........_-.._ ........_...........................-1........_....._.ESR-3455_................................_.._....__.._.........I...1213112020 MSTA36 FL10852.9 ESR-2105 ...12/31/2020 ......_._.._........._._........_........................................................................................................................................._..........................................._......................................__._...................._._......................_.........................._.I MSTC40 FL17244.26 ESR-3455 _............_....../............-.._. 12/312020 MSTC40 FL10852.11 ESR-2105 / 12/3/2020 -..............................._._.._......._......................._.. MSTC52 _................._........................_...._...._.............................................................._...._..........................._._................................................................. FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 .....-.....I....................-........ 12/31/2020 MTW12_.._................................._-_... _ . __.............._.....-............_.._......__.._.._._..................._...__....__..._._....__._....._................_......._............._.........._..............._......_............._.-......_. FL17244.8 _ ESR-3455 12131/2020 MTS12 FL10456.33 ESR-2613 ...._.........................._.__..... i2i31/2020 ........................_..........-........_.........................._.._.....---.._._................._................................_...................._._........_...._............__..........__........................._................................._....__......................---...._..........__.................! MTW16 FL17244.8 ESR-3455 .1/..............._. 232020 1 MTS 6 FL10456.34 1 ESR-26 3 ........... I......../..1......-_._... 12/31 2020 -MTW18........._..._..................._..........._...._.-FL17244-8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 ....__._._........._..........._._. 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/31/2020 MUGT15 ......._._........................_......................................_..................................................._..........................................._.._......._........................._..._..................._..............._................_.._...__...._. _. FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 ............................................ 12/31/2020 NFM35X12 2 Evaluation Report 12l3112020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31l2020 ..........................................................FL578 NFM35X16U ..............._......_........._...................................._............._..._....._......___..........._._..._.__......... FL578.3 _. Evaluation Report _......................_-.._.......... 12/31/2020 MBHA3.56116 FL13904.6 ESR-2616 .._............_._........................ 12131/2020 PAU44 FL17239.13 ESR-3449 12/31/202D HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 PAU66...... ............................._......_......_......................................_........................-...._._.._..........._............_......................................................._._.._...._....................... FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 ........................................ - 12/31/2020 ....................P. ......................... _............___._.._....FL17219.3_.._.__.....__..._._. .............._........................_................_.._...............__......_.._..__......_._.._._..._........_.._____......_....____._..__..__.........._...... ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 ...._......._..._.............._....... 12/31/2020 ............__.._................._..._........................_................_.........----........-........................_............__......................................................................................_.._.....__...._..__......._......._............._........._....._................1...../....1..._......._.._.... P_ H)13516 FL17241.20 ESR-3444 2 3 /2020 CS16 FL10852.1 ESR-2105 _..................-...._............_ 12/31/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 .i i.j2020 RS150 FL17244.27_._............_. ..................__...................._.................................. ............._......................-........_......_..._..............................................I............-._........ ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 ......................................... 12/31/2020 ._......-_...................._...-......_.._..................................._...._.._._. RT15 FL17236.3 .........................---.................................................................._....................................._..............- ESR-3448 ....._.....I..........-I.,.....I...I... 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31l2020 ..... ........ _RT16-2 _........_..... _ FL17236-2 _..........._..... ..... -.. ESR-3448_....._.._.__...._._........_._...._-...._...12131/2020 H10A FL10456.6 ESR-2613 12/31/2020 ................_..................................._........................................................_...........__._....................._........................................................................-...................................................._............_.............._....._........._.........._..................._........../................... RT16A FL17236-2 ESR-3448 12/312020 H3 FL10456.13 ESR-2513 ............................................. 12l39/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 ...................................................................................__..........-...._.................-...................................._.._.............................................................................._..._....................._._............................................_..............................................._.._.................. RT4 FL17236.3 ESR-3448 12131/2020 H5 FL10456.15 ESR-2613 ........_._.............................. 12/31/2020 RT5 FL17236.3 ESR-3448 12/31/2020 H25 FL10456.11 ESR-2613 12/31/2020 RT7 ....._ FL17236.3 .................._....................-................._.._.............._.............._........_......__......_..._..........._....._._....__............._.-......---......_........ ESR-3448 12/31/2020 li FL10456.12 ESR-2613 12/31/2020 RT7A FL17236.3 ESR-3448 12l31/2020 H8 FL11470.3 SIM200803 12/31/2020 ................................ ......................................-....................I......._..1........_.__.. RTBA _. FL17236.3 ... _......................._. _.. _._.._......_................................_....._...._........................_..........._..._.........._...... ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31I2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 ..............................._._..............................._..._..._............_.........._....__........_..._._........................_......-..........................._............-..........__..._......_.........................._.............._._....._..._... SPT24 FL17244.31 _......_......_.._........_.........................._._........_.........._._.... ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 ........ _. ......... ...........-......._.. 12/31/2020 ......................................-.................................._........................................_............._...._...................................-..._...........................................................-......................_.....-...._.........._.............._....._._....................._............-...................................I..... SPT4 FL 17244.32 ESR-3455 12/31/2020 SP6 FL10456-44 ESR-2613 12/31/2020 SPT6............................................................FL17244................_........................._................._. ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/3112020.. ........... ._..._...................._....................................._.................._....._...._.......-............_...._..............._............_.._....... SPT8 FLi7244.32 ...... _............................__.................._.................................._...._......_..................................................__.............._.......I..._..........._....... ESR-3455 SPH4 FL10456.46 ESR-2513 ..._.._............. ........... 12/31/2020 ..........._............................._..............__........................................................._....__....._........................I...... SPTH4 _. _. FL17244.32 _........................ _....__.........................---.._..---.._.._....-12131/2020 ESR-3455 12/31/2020 SPH6 FL10456-47 ESR-2613 .............._......_............._...... 12/31/2020 .... ---................_......_................_......-.........._....-_....._......_......__...._............_...._............_................__......................._.......-......_........_..__......_............_.._........__.-__...__._...._._.._...._...__.._-......._._.._......_._..............._..................._........._.... P S TH6 FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2613 ......._.....__.._._...._.........._.. 12l31/2020 SPTHS FL 17244.32 E SR-3455 12/31/2020 U24 FL 10655.141 ESR- 9 254 31! 12/ 202t1 SUFi24.... FL1723213 ESR-3445 12/31/2020 HHUS28 2 FL10655.3 ESR-2549 12I31/2020 THD28 FL1723216 ESR-3445 12/31/2020 HHUS410 FI-10655.4 ESR-2549 12131/2020 THD28 2 FL17232.16 ESR-3445 12131/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL1723216 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 ........_._........_._._...._......__..._..........__....__....._......................._.............._............................_._.................._.._..........._...._.................---......................__.............._....._.._._.._......._........................_. THD412 FL1723216 -..._..........................i.........._.i._.._...._..._.. ESR-3445 12/31/2020 DQ8-SDS3 H FL10441.1 ESR-2330 12/31/2020 THD612 FL1723Z16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 1 /31/2020 _.............. THDH414 FL1723217_..............._..-.. ESR-3445_.................._...._.._.........._...........12/31/2020 MSTAM36 FL11473.19 SIM200802 12/31/2020 ....._......._.._...._......__..........._..._._.._..........__..._ UGTS3F ......_.._...._...._............_..............................._..........._......................------....._..._..._...........__...._........_..........._..._....__._._........-.............._...._........_.._.._.._-...._........_..................__..-.._....-- FL2033-1 Evaluation R ort 12/31/2020 MSTCM40 FL11473.19 SaM200802 12/31/2020 .............._........................................................_......... UPHD8 ............................... .................................................-........_.......................-................................................................_............_eP..._....................................................................._.I............................. FL17219.5 ER-0200 12/31/2020 HF,ETA20 FL11473.9 SIM200802 12/31/2020 .......... ......................-....._.......................... ._........._......_....................._.._...._................................. ....................................-......................_........._.....__..................._.........._..................................._..._. LGT3SDS25 FL11470.7 SIM200803 ....12/31/20. .. ................................................................................._............................._.........................................._.............................................................................-................................................................................._........................._...... - - LGUM262 FL11473.12 SIM200802 ............................................. 12/31/2020 I �:J i . I I July 8, 2020 PRODUCT APPROVAL SPECIFICATION SHEET (2o,8) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the Information and approval numbers on the building components listed below if the will be utilized on the constructionproject for which u are 'n Y you applying for a CategoryfSubcategory Manufacturer Product Description roval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic sic and Smooth -Star FL20461.1 + 67.0fipsf 12/31/2021 ThermaTru Fi -CI is d rber ass an Smooth -Star (NON -IMPACT) FL20461.6 + 67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.9 +67.0/ 7.0 f 4; s 1! 12l3 2021 ThermaTru Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTni Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTruSmooth-Starand Benchmark FL15225.5 + 67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic Smoothstar, ClassicCraft Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL1 .1 5332 - FL15332. 5 + 40.01-40.0 psf 12/31l2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 8X7 FL15279.37 + 30.OV-32.0 psf 5/21/2028 Clopay Building Products Residential WIndCcde Doors W5 (16X7) FL15279.53 +30.0/-30.0 psif 5/21/2028 Clopay Building Products Residential WindCode Doors W6 8X7 FL15279.85 +38,0/-42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 16X7 FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Division ofAADG Inc 607 707 727 747 and 847 Single & Pairs of Doors FL11537.1 N/A see inst aril) 12l31l2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-65.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.Dill 0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cem lank Lap SidingI and HardieP ank La Sldrn - FL13192.1 FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Sofit FL15272.1 - FL15272.2 +70.0/-70.0 psf 1213112020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undeda ment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 -FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco Inc DA-4 Exahust Vent FL17202.1 NIA 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturin L PP Y 9, 0.032" Aluminum GuHLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel St Pa nels oriels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine s Plates Truss la es FL1999.1 - FL199 4 9. N/A 12/31/2020 MITek Industries Inc. Truss Plates at FL2197.1 - FL21 7.5 9 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Y Rim Board P LVL SL LSL - F 527.1 FL6527.5 L6 NIA 3/31l2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels s FL158.1 N/A 5/21l2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at an revie . I un derstand nderstand that at the time of Inspection these rod of acts the fillovvin P pr PP PI, P 9 Information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE -1i a) W cn -CD > O � {..a � a) C:)- C O O C _ tU �--e -C a) a- I C O = i p CQ -0 -L N C O C 2 � - C O a) CaC O O =CU LL O - > rn .� - E O � CB O Q. Ca. = CB C 4 z W J in N Z .#--i 0 W _C //��/ V�� CV O CL IL a< K, V'W^ '/ M M a< a- Iii- L- LU a G C a CL) z J Z Q J i SHEET NO. PA 1.0, t- - -1-1 1 _ I I 111 Illeaffillill 11 IT le lei _ I I _ 1 1 I II I 1 II I 4^0 CD CU }a (,) O Florida Departrnent of Business & Professional Regulation Fags+ a Building Codes and Standards 12/12/2018 Product Approval Application Detail Florida Department of Business & Professional Regulation Pag93 of 8 Building Codes and Standards 12112/2018 Product Approval Application Detail Flarlda Departmxtt of Business & Probe" Reguiatiort page I of / Building Codes and BUndafd0 1e2ou Florida DwaMnent of Business & Prof esiaNl Reguldon rege I of Building Codes and Standards +emu Product Approwl Applcabon DOWN Product Approval Applicston DWN Q C � CD � . ` }I f^ �J V' " � V /0 •� O ii q O O 1 a L� y O -6-0 V) T\ O v, L �� v' a�'gt �F- CC CD V W Il��gtt O CL .Q awl Endo, or 21U 2AIL Data Pandina 2Le I1Mt Version lfaMft Y , contact Ennln... a Linn,. Validated By Yeg9ifed Submitted F &a9[ " stow, R.Aslon 2017 Thermo -Tau Corporation Rick Wright Lyndon F. SchmlN, P.E. Ryan J. King. P.E. 111,16,2017 07M22017 10/184017 12M 2017 Apprrned Category: F-Iden«Doors (419)298-1740 PE-434D9 (813)767.6555 Category: BubCrwory: Saingkg Eztenw DmrAssemdles nckwomimilgcgmutads. Cempllenee Method: EvrUaeon Report from a cam Fonda Re"wed Archted or a Licensed Florida Professional Enemas FLa104614a Produds GindINAssurance Approved for Use Apprond ror u.e Imeaet Deal, Saps Product Model. NumberorName lolIVt12 OrNlde NVNZ B&Ildial P,g -,& 1 a. The-.Tm FBMr-Ciessic and Smooth -Star Nommr GM9;6 &qu«Nonlmpsd&quat; Opaque 12/31=0 No Yes NO WA Composite Edge Fiberglass Single Dow OnaM/OW ngardng: X contgmftn) 6 f. Fiber-CNsak and SmodRSter Nomkiel &qudtNom mpad&qud; Op". 127i12020 No Yes No WA �� 29e 111 Data Pandina 2"�A■O im Version M-f,,t rsr cams t Endnear&License VMldrad av vauerw submitted EgC Approval A-,d $Melt Revision 2017 Thetma•Tru Corporation Rkk Night Lyndon F. SchmkA, P.E. Ryon J. King. P.E. 12/132017 12/1312017 12/212017 OV132018 Appnd Category: Edwor Door (419)298.1740 PE-43409 (813)7674555 subcategory: Shergmg Exterior Door Assemblies nckw�nrbbgmnsmerds. Compliance Mathes: EvNalm Report from a com Florida Registered Archead or a Licensed Florida Professional Engineer Fl@04/1ADPmduds Quality Assurance Apaoaal for We Approved for Use Imput Design lag Frgdud Model. Number or Name Product Doseriptlen Comnd Eadrdipn Data In HVHIZ Outside NVNZ Resistant Pp,- 1 a. TherTru Freer-Clmde wel SmoouM FSter Nominal 66A9;8 &quoiNompled&Wd; Opaque 12/312021 No Yes No WA rm Composite Edge Flowillses Single Door OnrMng�OiAswkg; X configuration) •a 20 a! ROLBO" 10 ma mu me [ 90" ladetrALWmt llINd111LL8 lfddard MEMO PJhdmmal hoomM Mies Raalabn iD17 Tharatrinu CarOaradan Rqt Wi♦Oht NatwW Aowadastlan & Ries J. +Drl0. P.E 12202017 Oe212D17 17!l2ya)17 Append ca+wMr. Eredor Down (419)2MI740 management sore* (813)767d366 Seac rpari 64YY - Error DM Aaeanblm !$dwor*twgoxww 66Y. caaaisenea INeed Caa6aatlm Marie or lJr*g srn agumaeLemem SeWwt7�t AAom%udOotma hommo Ooellm � gm" SKI EmgmoL EMMOL) gododaNkilawm he HVM QddiLt= E Q Ne WA , a. kClesdoa6iprS act &,p l be daeark by 64 OW Wclogue Fad Gbnd Morasses DoaMh 1M112021 No yes No 6poQ Them ►TniBqu t and arlerold asio8Ms. Insw i g am Ow leving S ok AMA go Rik Isabella lit and )Elm ol0dmmdr 90" NalleELLUr �a yoB NI�N EWAOeousl ANDREW em I. I, aeon Rlck Nklght NrbmlAOwadadan& Ryan J. Revlabn 2017 a0,g, P. 127J02D17 OWJ7r2017 12222017 DeOMF 6darlM Dana (419))=8.1740 MarNgaenl hies. (8/3)7674666 Approved 6o60W0a7' it I-' BOarbr DmrAWKIMI rdworaAlomlwlWM& Ca spaMe s Meeest costm9m leak or Lladg e m naiingaLbilm SiBNLA� humuLWAa hmmoluK." am 2&*n Nellt bldg&gldddhMbKAL&M bmkutmuvdlm GEMIKAndmonaw hemvmi ookkam a� games 6 :gtet8m o*tl S $quoit; and 6qugCeandanak by 816 and 6Q Opegga ad Waa6 Fboglm Dwg ok l 12031=1 No Yes No 14% TNer-TnlBgrt Fad ww" smsmr. Imwkp aw DuMwag aTni :0 Composite Edge Fiberglass Single Door OnWAVOul": X coriguntlon) 6 f. 1Mmnieft Fbar-Classic and SmodMStar Nominal WA9;0 4quotNon4mpsd&qM; Opawe 121312021 No Yes it WA Composite Edge Fiberglass Single Dow PnwAngWrinir g; X cm6guaton) 9 I. 7h*nnaTn Fbw-ansic and SmoWFSlw Nominal68039:9 JquoINoMmp*d&quol; Glared 12A 2020 No Yes No N/A Composite Edge Fb"n Single Door OnaAn,g: g0ifir X configuration) 9 I. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6M9:86qu«Norrlmped6W«: Gilead 12/312021 No Yes No WA dge a Single Door Composes E FibCD OnsMng/D,eM+,g: X wrdguratlon) 14 n. ThNmiaTru Fbar-Classic and Smooth -Star Nominal 8WSV &quotNo 4mpad&qud; Olts:ed 12/312020 No Yes No WA 14 n. arms sIndia or tau on mp10145tilita; UIWOCI Tax Composts Edge Fiberglass Single Dow Composts Edge Fiberglas Single Dow OnsAfrlgroWyvAnp: X cadguralan) QnsMnpKlut ; X e urdw) Florida Department of Business & Professional Regulation P.0.2 &2 Florida Department of BueYtess & Profeeebrul Rapidan paptdt FlorktaDspaAmeM BusinessRegulationpg.,«+Florida RegulationPage,«, Building Codes are Standards 2ar202C Building Codes and Standards tmwis BUNdiig Codes and Standards lames BlAft Codes and Standrds IM=is Product Approval Application Detail Product Approval Application DOUR Product Approval AppNeetlon DOWI Product Approval AppNeaBon DetaR FlU1453UMS.products OLLI Asurrann Amrovs l to Use Approved for Use ( iew salon d88e Aoducl Modal. Nulberpat Name prokaet DaeorW- Carload Emkatim Dre In HVHZ out" Riasl61ae1 Sm� r no Gob 9ML2� Do ma Them fdmlimltat Smaw taamaailmdmt )mldltsll( lhtldlad &Vboftd 9IIAmagsi Amsmd OWa F Sea suka 21M gate adLbmft grim mt Moda inmate K milimuW 1hldrd alto d fwLhmmm hmmmd son SAUL-= 20 loom gam go RWJM" gam mt )idalm 111aL1 km !d1mI6 Olasma ELLIM t mdmmum bod" Ashpa d FWA=r&Ml asomm idea 1 2 3 SERIES 420 ALUMINUM$Go SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD OXO 1=12020 145.V4&qud3808qud. NON -REINFORCED SERIES 420 ALUMINUM $Go OX XO, XX 12/312020 96&quc+:X80&gilot NON -REINFORCED SERIES 420 ALUMINUM 300 REINFORCED OXO 12/31/202C 145-3r4&quotR96&qu«, No Yes No Yes No Yes No No No NIA NIAcallow. NIA pylylalpp 2017 Cbper alladag PMOXW Ca R-W ErOMe, Dom e1 i SON" EADibrDmrAMwlblm CarpBwq lWme CwWaltlon Mast or LN6ag Mast WaMrdaa learlek ToWug SWVWM MA Gary Mahler (6/3)T108062 led. OS13)6194NO8 �� 11292017 OWIWA17 1210MM17 Appeases PAVWN 2017 closer &"*P,odugb Cmparry Canaea+yi BrWlOrDmrs � Doapesrw Marled CMBlydm Wks UWM irk vvasbdw YMNWt 708"GOWV NA, Da+i"AMW (613)T70dm2 kin (e/3)61g-0666 � /12WT017 oenwi17 121062017 Appealed Reisman 2017 POT bmwomm C*Iaporr: pdarb Dpoa tWX*bgwr. elating Eaarbr D=Anw blear CoerPlar000 raised CwONOn Mark a Ustig Dore Roark MMn*Oods eaCD-CPA mmwiDala eooal-VAS (g/1)4r-0100 (186}31626g0 mm 12/20=7 ilr=017 12126,2017 Approved 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 42DALUMINUM SOD REINFORCED OX 12r312020 XO, XX 8%qud4liftwd. No Yale No NIA Alwasel"Kiles Aside. based Ridge Ag9mvdf,rlma Assigned far Um lama arum guibLA9ampm almmmtbLft hummihLft lelw 2wa 5 SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUM SOD REINFORCED XXX 121312020 No Yes No NIA W! E gooNLINISULM 1, KVHZ gmbmL= ammo b� ftl ftooisibok&UkKMLNM[ 2NOWALINNOwnab I, MAD ONNML 0a amom ft� lac mAn Gowan= amuw elm 143&quotxBB&qud: 37 037 VAN* PM4-2F151: BOA 94, 73, 75, 1800, 190. M 76V, 4M. 4RSF, OW, 6ReF, 2Rar, 48, 42, 56, 4m, 42e, sea, DOW GDSWV, OM, GRDBV, ARM. AR68V, ta766. E068V Bar Pan "In. 26 ga.) BkgMGr (up a 97 way 0812120118 W00000E01r4; W600"0 Dow No YM No .30 PBFF&i P8F m 063 WSu PAN-21F163: ask a, 7a 75, 16010, 190, 4Rer. 4AR F, OW. OW, 48, 42, 58, 40, 426, 568. OM, GDSSV, DRK ORM. ARM, ARM, SM. FDWV and Pare (ran. 26 p&) Do by -Car (VT to 16V 06212008 addle) VANDOODEYIT4: W6Oarop Door NO YM No NO POF/Jg law 10 800.6670 (taros WAde Inlpaef) 1Mt fit" GYr am 041"IMM1 YM Y" Yes NM1 mi Florida Department of Business, & Pro lossio al Rapidan Build) Codes and Standards saga, d 1 ,epme Florida Department of Business & Professional Regulation Building Codes and Standards Psg.2 d3 12o2m Florida Dgmbywd of Business d, PrplaWprpl Regulation Building Codes and Stagbsrds pap t d l 14016 Florida DapaAment of Business sir ProfeeNOMI Regulation Codas and Standards pays t d l ,eao,e Product Approval Application DoW Product Approval Application Detail ProductAppimst Application Dsb§ ProductApprovtl AppNnsidw Detail BJNttba7 am MAOLK arm am 9W.E66d Wm ]tat NINE mmikow go" smi nKAib m! immoom vmdvm lu.dld MAmmed ANKOW idea ft 11 2017 CURRIES DNMon «MDO, had Dare Dare LL LLC Ted Semen, PE 11/3012017 1g26/N17 12050017 Append Cwapryi E , , Deals (041) 10 - "14 (366) BN4707 etbcowNr' eadanor owcwmwmm darw�.m Caaperre lladead CMtlAoatloro Mrkor LWYg gi l 7 i6 wm «a --ma fS� Sob mokK no go Gabon go mt vwaim MENDRImrt Gloom Godmaa3llrmt idol" mmad O alifte fMAMMO &gloom err 1%,IN n 2017 cbm Building! naaio cmwm Mad W$ft Id IrlerMt Too" 8arvkm Me. Gary Pinar l irdmi7 001102017 12011MP017 Approved c a6a0ag. Eldase Dona (1 Mrs 1 erearoorr eeatenN Gdaelor Dow Aaeaabw nnrmMr8Y0orepay.Oom Cea9eame M*o* C486m6m Mark or LYYg BtlNUlN! Sea& aft 20 QOSo.ws no ma mmmm ModiOM gum OaamamlLmdste Ydddtlle imd jNkW q MOAmfaMl AmmM/ Amu ftMab i 2M7 c ale" au- 0 Pradwle cwmww MMk Waslerbm MiwM Torlop o " NA, Dar PNMIsr 17292017 NM020/7 120=17 Appealed d Ca YBar. Err or ror Donn t are (61g619a6m CeapBaam Mideast CwWWWm Mark or Lbft es AINIES21111-MA!"ll, Off Sea • Prpdo d Model. Number or Na a $ygygt DescLisaggp Corata t Emaelion Data In HVHj $tsidejSj HZ $gist{m $assurs, Single Mg 0MI2023 No Yes No eo/$0 2 65 SN 52enA= 72 Filanga Frame IG/SG Sinun Lammred Giros 8 gooLa ram Anwavadherium AE&VVMIWUM i® ON" QIaN1LAename eddmulfxam emmMftrYm htdw gtdlm 4aN9LAwmme AddmMlmLam AasmMdlal4m lotus anlm m- Nae 1 EMINLEMisAwaktALEM Ral, 707. 721. 747, end$47 Single aw Poke of Dow* EMIEL2 2dMm rdomwadloKso FMrsh, alsssd. ad loewed single and pan« 121312M6 hdlda meW doss, lamOt: 2dWi m Yes Yos Brass Yes Lamlm WA tree so EMOOLOMMLOkUNKUMM Or VW01 PAN.7F163:73, 76, Kk 94,42,48.4M 4W 4112T, OW, MU, OR56, ARSE, Ease e6gmmumrarra fesaataOmtlmam ftel Pon grin. 25 ga.) Slglecw(up a Or wldo) 05212029 WNXWEa8174; W6 GBMpa Deer KIM QrdddLt= No Brmma Ym No Emma .36 MFM2 MIF Lae 102 am 02Nb16 PAN-2F163: 73, 75, OW 94,42.46.428, 488, 4Rar, OW, DOm, Onm, ARm, EDm EMONAWAS R gdnkoaSm isoLu 61er Part(rdn. 25 gar) Doubbfwr(or to 107 061212029 trMi) VANDOODEM74; Via Oaraas DOW m Iamm outldtmna No Bttllmi Ym No mmm .37 PGF141 PM CIO Florida Department of BustrN:ss & Professional Regulation Building Codes and Standards page 2 d2 2a2oz0 Florida Department of Business & Professional Regulation Building Codes and Standards pegs 2.12 Y72p 0 Florida pypertnnetlt of Business d, PrOfeetlm* Regulation Building Codes old Standards page l «, lem,s Florida Department of Business & Professional Regulation Building Codes and Standards page + d2 2am2o O Product Approval Application Detail 3Yat YeamO RaMMan 2011 flaoudiMNm POT In : VW Gregory; NAndow* subcategory: Fixed Compliance klrhod: Canlgcetlon Mark a Luring Product Approval Application Detail Entity at SagO{i9L E ALlmmt valedr.d ar Jens 466-OI d Mlarrr-Dane eCCO-CER MLr) 316-2 BCCO - VAL (941)488•D100 (788)3162590 pwskiopgtindusmes.c GO aft �4 aJ1V Ytmltffi elhmlN9d 02252020 07272020 022ar2020 - SrMYL Apprp✓sd Product Approval Application OWII Product Approval Application Detail . Coda €d L.4L aai2 aBSt Data Pandora 43L2 )� N S Exidrwer & Licama FEC Approval Abort d tiMY9 APPrave Revision 2017 MI WndovrasM Doe's Brent Skiinpw American Arch4eeunl 9evenM unch, PE 06IOV2019 06104201E D6A72019 d Category; wiroows (717)365-3300 Manufecbrers Asaacletlon MT)3174454 silieaugory: Fired berbper�mlwd.can Compliance Method: Cartificaban Mark a Listng !S Stir 'idOL9[ gtlt gat! glltl'lB.6E oats mt � Budd NIKK Smaw AlMOKALrme Edilmdfet )hyilmd him" EWLA� AmDmd !» RewMbn 2017 PGT wOrimM Dam lbedl MlamFGda BCCO•CM MMmFDedaeCCO-VAC 12202017 12N8rJ017 12261 Appealed WAC&b:W*aows (9411),10"1100 (im)316dr0 elrcrsMi: Bagla Ikmg dMaerale+aeppa+ copaarele MaBed Celraatlgn Mika Llltkg EWOMERELBMIEM rlsl',iy,14..R7 i4oWots. DuatIN Asstuates A-,vdfo Use Appdawd 10 Um lmosidsesui alelMi Rodoid Mudd. Fla- o Nam Praa,d Das edMe ComraA E =4 cat. owaw. ltyFQ 6s Pasta Noprobiet Modal, s . Number Name Duality Assurance Protluct Description concept Emlwion Dale Approved for Use Aporowtl for Use MVN HZ Dotards tIVN2 Imptgt $aResistanttaResistantj' Oeslm Pr pyrL- ducl Model. Nuenber or Name, 0-hadw, Camir Expiration Dale Apgmral for Use Arxroval for uao IaWN N Deal. Am: Q mmoxmkgooLAloor Aeo ,mm t� da=gMEMO ➢rite a� 6 PW-5520 (Cage Waste Impact) Vinyl RXad Window 04302025 Yesee Yee Y N!A 1 185 PVV 73. 721n Waed Glass 0033M23 No Yes Na .80160 7 w6s00 ow rrle krpsap V" "is Nag wmm 071302= YM Yes Yes WA Florida Department of BuSi nMs A, Pmkulw el Ril lallon Building CodStandards Coda ad page i pat t dames Florida Department of Business & Professional Regulation Building Codes and Standards File I of 2 /2orm2D Florida Depsrtrnsnt of Busman A, ProhNlonel Rapidan &Aft Codes aid Standards Pre I «/ /emu Florida Deimirrlent of Busies & Profeedonsl Repftkn Building Codes and Standards pip, «, +am,a O W Product Approval AppYcatlon DOW Product Approval Application Detail Product Approval Application DotaN Product Approval Application Delid �W�• i� BA ga gmft RaaYlm 2017 ism did m Tewa YM corpora m caaewii l3- m Dom Bo�*raes+ii���000rAWrtOW 1a -, ,eo Mrhwt loivMrtlon Rpatsom a Floras RIgYMwOAmMW or a Licensed Florae WN&aL 211 Mt tootorc&Llrme met WAgla Lyram F. Sdm*IL PE. Rraro J. ep. P.E. (419)296•,T4o PE-43400 (813)7dT4m � mm 20 a& garish " I dwoo je ool d MC Assistant 100,162017 101182017 10122M? fmm hmmmd 12M22017 Wsa Append F+aasa+_a. - s gWmcerudton Approval fa Liu Aooreved to Use I�ant awMi E=14"1 Smi mt gimbB Rarlabal 2017 Bobal llrNmml PGT&,dldblas CApori: W*aMn DonPen,m own* CMnbtlon Wk a Lwq al" 90" OeamaaaAb me Ndmoa k Dean Runk MWi*Dada eOCD-CER MMneAada aCCO• VAL (W1)4eB-0100 (768)3162890 20grit gout jdWW 1205121017 11M62017 g61tLINW 20g131t MICA.msl AmmMd 12110102017 Wale Append BAl2t2Sffi ma MOD RavlaM 2D17 mmadmoK Jreea Nardla eildp Prodq&Mrs Brbemb wr.OWN Ceapemoe KNOW* EMueUon Raised Pawn a ProasMmsl Ens ror a a Lko Nal Fkalda isi.La Wldaa bobstaim r Ydidmm PYprrp 2la Ronald 1. opens John Seldwd, P.E. O> 3/9.2927 PE.aN21 38r.2626 t Pi�W gill go Mat Od OlisWd 06rtl201T te109rJ017 � a*mt FOCA®®t ANDREM! OBrN2o17 t011MW7 ANN Appraisal � /� v J CU ` 2 5764 Vertical Nurnnum Muaon 12612020 No Yes Yes N/A ELMMMALtmlrr Problem" an~ .GM01am time Si3aleLAmlaem ftioNLaa EMM 2MONLOO MtlNRO eaamMifar gr Arum mmAa Smtllltmgfi tsars INNM arse tarps lLmOfm9l L Q Om! 1 a.6gMk1xaMC1aN1*a* t,&Omterrl WMW&quot. met or 8quotf2aaaloCrrt Ror0o9gAt Smrkam bmki&2 2ddn 20&0&Z rermlaat elINK&&pMkbrpar6guat GWA*d pbaglar 1M1=1 8 a0@ Door- 00 kMeag or Oedaaag ominousness AmmmuLum Ammal[ff9t [,WAR gwdkml z No YM Now t carts Yes ROM 1lmaet WA 1 MIUMomforAlDoors and aiAledaea AkmhamMelon 96FJa2m1 Yes YM Ym WA tree 1 COWWA LOP Sa*g emoOL20m rim gsmasilaaifWstar fbw�gBMeatlop $MIN 1M12g00 AMMOUNME ammoo fam0si iadratmaa YM umn melw Slalaret Yes NM alft tiadaumCL Milk CIO U �g O L Florlds Deps"ant of Business & Profsesbrw Rsgu1@dw papa, d d Florida Department of Buekep & Professional Rapidan page l «1 Florida Departniont of Bleirleaa & Professional Regulators page, d l Florida Department of Wai ess & Professional Rapidan &dWft Codes and f1tanderds remiss Building Codes and Standards lmmis Building Codes and Sfersdads N&rm,s Building Codes and Standards iem+e Product Approval ApplkMlon DOUR Product Approval AppNeatlon DoWI Promuet Approval Applications DabO Product Approval AppNeagon Detall fR B 8 1Stl� fS Smut mt blame Rpalabn 2017 IltWlmlu Jw= Nardle BYaalp POdIdR eve 1. , , PrW Vbee dui a m" cgmow +m Msd a evaksatloro Ropod6am a Floras RpaMad Aralded a • Llowaed Flwka la -1 toed B�wr sakes Solder bdrailh mt 19mmafet pegrMng nel RarMld I.Ogeae John SoMb a d, P.E. (W 349.2927 PE44121 (SM W-2526 P6+ga++a+e�ar++, damn gilt 20 2MLelmft mod" tmdmd FBCAMMW Oa267 oBlORMT 0826120f7 1201 Qtlt AmmMd 10NO2o17 idea I Appealedravbw Sohn mt vanim 2017 NKVNM tit Jw m iara Silesia PM*XW, ft caYg*ryi p"vileas Sub0aaagor. � Coaperre Matbaet Ewkobon Report Ban a Plains" l*1 Aalbad or • lyoreaed Fora* ew SAL restart Oelmac&Lmrr )hllrmsl PtgMwrg La Ronan L OgMaa John Southold, P.E (900) 349-UV PE-24121 M 367.2520 pkga++�,gawOM� dla.OMn gat Belt O.edWm go lGdmtad NfiaWd PWAmtMMI bond 082161017 OLIM17 05212017 /0n0 2017 ryes Approved Smdt me )hams Review 2017 bowed Assets QWgwyn Pang Wala Go pl gwyi Spats oleapaM,m Mideod Eaahwbn Report Bem • rRag E ndm dYr w a LbrrM Fiwa* Iflam gm" Am NKALMM Xddll" s diThmgon Lyndon F. sift P.E. Ryan J. tag, P.E. 1) n6+o++IPao++06+Wlo•Oe+n gilt gam immma jawolo/ f Oro42017 10g,YJ017 gWLs.m 20 FMAdr9w &UNW iw112017 12M220/7 War Approved gob ism Y9etlm Raairm 2017 YsrW11 Re Alias Cm0dis W. S WaY anbcrgw)p 8og4 hran a r Mdraer a a (kwao0 Florida silks[ Pdema ZodmKkLlrma lhNlal" Nkk7hatpaon Lyndm F. SrwldL PA ftem J. log, P.E. Wlw 922-23m PEW409 S13y 707.6666 eWlmpeaidalaa*.mm gal gal How" fewoRad 1OA42017 lawmen RMLBOlee gall PWAmrov d Award 10W112017 12r12G017 ANN Apposed LLJ C G Q Z 6 We 2 FlerdaPlrst pep Slap amML rlmar eMOlsatladame 2003KNo miloMk Rat-aamrY lep Wang 1M72020 Ad�Nm Ammatlt[am I, MINE! Q)WIemM Yes, Yw maw saw" MA atslaa Aorum NIA 6tf71NN9lPoo.ddt Omit 2 AE Mod~ Lap ailing gmWAfruMor Bm*i&2mmMm loam gmimoLgm laareermat lap asks 1X3V= Aaa6f�ma Aar,-,dt r ma lama In Dismiss Mine! RwwW Yes, Ym INA arms P�Mama MA lfCdtf�iml La 1 bMkmLNRNLMMMbK&tNM aLOat2rtgML SM asmLAaalmme ftwhoL iddim gommazoimduLoo Wart a Bold Will sea 1M11Jm0 AaammdhL lea Aem 1. HUM 2ddiLk No rval amabLum la i Bohm Yes NO grim Ptamum N/A We 2 emaldymkkBmmbKKBM la&get4Mw= T4agnat Sea gmMraaMmem aM*MLRtlgddm Von or Sold 101ry10a09 1M72020 ANNESUKUM Adm InHVW gdddL= No ms M"amdtaL mdmsi Yes No arum hum W z Q J SHEET NO. PA 1.1 -b•-s i Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagan da 0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of 1 120'2= Fkrids Department of Business & Professional Reguhtiat Budgi tg Cores and Ste radards Product Approval Application Detail panel 1AM18 Florida Department of Business & Pic tonal Regulation Building Cad" and Starndards Product Approval Application DeWI Fein, a, ,rm,e 0 �C V >` Q Q 0 0 CU "0 a- •� j 1 }I '^ _v/ V CID t /1�1 «/ CU 0 i_ 0 0_ }aV (n /t, �9Zk P.MIN or - £ Bee Dift PmdW, 21LI 11igg Version Manufacturer SiJmtMd Enalneera Llcau. Va+Mated err Validated Submitted FEW Anprova AlsordYgd Maul Revision 2017 GAF Micheal Stith Robed Nieminen John W. Knezevin, PE 12111M19 12111rAlB 12/182019 cing FBC Appn Category: Reeling (800)788-3411 PE-59166 054)772-6224 subcategory: Asocial Ranges mallehapf.can Complimee Method: EVaWetlm Repot fran a Florida Regisered ArchNe taaLicenaed Fonda Professional Engineer Cggs, .FiIlL�L4C gg_- 20 Dins Plano lna 291 nto Will Mortudgctalet S.gd1ct aldrtwr& License Vatldalal ev ViOdgod Submitted pal Acorowl Bggpygd BMW Revision 2017 TAMKO Building Products, Inc Ken]Eden Zachary R. Pri Locke Bowdon P.E 1011SM17 IMSM17 ,011a2017 12M 212017 Approved Category: Roofing (417)6248644 PE-74021 (334)300-1800 subCategory: Undenayments ken a aliCtarink. Caterpillar- Method: Evaluation Report from a Florida Registered Archeectora Licensed Flmde prof icnal Engineer a:t go go 2ML� no I= Y2W■ mmmbdm ANNOLlIMM P■rdNEMM Amme■a lol Re aft 2017 LV. TlroRpean, Yen dba Tltatpaon AtONdaM Tww Cwkww 26&"FL Peet Locke 114Yrden IOMOFA17 IOMOI017 1pH72017 121122017 Approved Maul company (TAMCO) (01»21a44W M74021 ('S94)300.7agg cobagdow: ROOK g.amt SmbC@M Myt Roo" Aooneaae Mat an an koompt aremP cep Sysm Compeanw Messed Emotional Repo horn a dAmhWors", ,FlotMa gam ice■ go 21b !if•.ENNI■ no ]line YKI■ fNN90MK lvbmw 90.eaREM AYEaa awn Rwdl 2017 LV. 7hopan, M6 tie Interview AehOlOW Tony Chd*W Z""R. Pdow Locke Bowden 10102017 100,102017 10I172W7 12M22017 Approved MOM Co. go It(rALICO) (Bta)24aJ4ae M74021 (3a4)8gOlWD Caategory: nods, mnyogameMboo"9 St*Caoe":Iieeat9Aonnadn MNaa mn INprmiPwtdMo PAA Al - COIrrtPealtae Mewed Rationales Repedlam a bl�� maUmnsd Fim FlafOt21.R25 productsQuietlyP�fOtalF &- a 1 Prod w Modal. thember a No— OAF Aspha4 RoollShingles Quietly Assurance Frog" Description Calmat mara/lah Data Fiberglass reinforced 3-lab, Mminal 5-tab and 171t62022 Riptldgoi-phaeapples Approved for Approval In iMZ OutsidePressure 140 for Mae Ig3ggg Yea N/A tk7t9D WA Sae ♦ Pod— MOAM. NuMer or Name Product Description Cordract MwkaUon Date AMrovad for Uae Aderowa older Use In NVNZ 2494e EMI Off j 0"-0 jt$,a� anal 1 TAMCO Flat Top OlFntlga Vaavft ebb ter Tb L■�alrf■ �tamatl■M1k 28 go. Make red evident v4M bait oamwm UM hommuffim leJmR 9WINLEM Yes Yes k� Boeh r "A giftglaatlwaka LOMa WA ant 2 t TAMCO Gouswwd( Vest mka■M�■ tleulorHratl■gre 26 g& MOVAN AaummuKWt AnommaLum kill= 201MLMM No Yes IowaOimm snow NA iTotal■ +01-M.5 LL ICUire a�,,� 0 M 0 � � E � CD C /�p�y y > 0 6 No. 15 UL Asphaltsaturated organic M 10/182021 Yes Yes NIA WA Florida Department of Business & Professional Regulation page 1 of Florida Department of Business & Prollaaiond Regulation BlYldklp Codes and Standards Fees +dt 1aAM,e Florida Deprtntrtt of Business & ProMeWonal Regulation Codes and $WxWde pap I of I lalowe Florida Deprtrne it of Bushtees & Prof eskm Regulation Bull Codes and Standards � p•oa+d, +a mu Building Codes and Standards Product Approval Application Detail 1172019 Product Approval Application DeWI Product Approval Applicator DOW Product Approval AppRoation DOW 921111 0 Chg. Pardlinal 8 Ltd ]yea Version MwrufbtfsW Contact Enanor&Llcenss Vaddated 1W y�ed Nilmilted F13C Amroval A—yed a0aie gam jygt Ii01■ tam amlw.r StakN a0ahw hula■! 20 tick ItwaOw/ loomel DoLboO■ Galt L15edtNMII Aotaved tide! sole ]Ira lama MIMWaiaz LMolr gala a■dw Aldaoat IatllklW al go Musk RNL&ar■ YBMw/ al0dadl 12RABot" Oak AMEN" scat gods I= Ill■■ MENOOM 1oYk.a[ !Senior EBelkrilra■l Ilalkd/at 20 21b 2lkZoa■ IOwllrkl liam l taus■MM gem A■ool ikOM Revision 2017 Lomanco, Inc Category: ROttbhg Andrew Ceder James L. Buckner, P.E. Steven M. Lich. PE (501)982-6511 PE-31242 (717)317b454 04/092018 /2/182017 04/15207s O8/122018 Approved Powell 2017 LV. TIMnpsM, hoe. ass Thompson ANMsbtal Mel* cwupary(TAMCO) CNeeap A. i,I Tatty CMMmes Zed"R. Mint Locke Borden (813)24844M PE-74MI (334)300.18M bnyggOmattieselgA 100442017 lanaii 10MUM7 /2n220i7 Appointed Rv4wm 2017 LV. Thw"m, MO. dDe 7ltOnpeOn AMhbWOW Moab Capitol CrAkai in - . on Race Tony CkrNbMn Zadwy R. PMa Looks. n (813)2494M PE-74M (334)300.1800 brotoomd***VAom IOMOM017 10H0201T ton72017 12n22017 Approved PAVMn 2017 FWW Metal Pfod"M lie CaYaMy: Reaep atrcabmt Rooting AadseaaW nut as an CIMc James James L Bu*W, P.Le MbIWl John Rlnw, MQ78$44W CBUCR EneN rig IRA atdobn .=M PE-31242 (801)414.7W7 10282017 IOAMI7 10272017 12112017 Apparel subCatsgwy: RoofingAcodsories that am an Integral Part o(tlu Rooting System Compliance Method: Evaluallm Report from a ecarterMlomenco com etiDlMgay: Raelklg Ammmofts alaiaw m bawgtwl pat caw Root Broken Camp@ni Melba* Balllakdrl Roped from a Flo Ma RsgbbmdAmhbdaotMWnrd Fktrlde PlolpoMnN pnyraw wr• SubCmbgRooefg Aaoeeswar aies MW es Ro*M Bron IR1sa PwtdMBroken iJatttpMwwww Now* Evesatlm P40Mfian a Fba PAgk$P dArddsdaoUowasd FIm Frahm" Den" system oonoswm OWN* Is Eaa- l4 FbNMRs-'- AmhbMasUoveed Fldfge PM%MWW Enomew FIId7212-R3 Icdde erg erred Mehibct ore licensed florloa prdesetonal Engneer ffoattats Ohality Assurance emerged for Use Approval for Use 0-1con Bg1 awLLE Predmd I1odY. mNmtbw a wmi P conscription cennaM 5lmiretton Data ) 4slside, N KZ igwwt AM d,,t has—, qua AimmoLkLyn WANSI gown AYBaaa0 KAK aso■aLaWa mma gall ant amomLamaLmmkwxAm Laa■gmodaa■ 9momazmklmmao hmulML&LUE ammmmAaeum So= glwdL= Imam a■wol gal■ 19ta■ 1 Deck-Aa'• OM4 Lw Profile, PMypropykne Plastic, Roof Vent 07/102021 McMenicelty ANaMtd to Flyxaod Deck. No Yes No 47,5c97.5 ■at 3 TAMCO Moore RfldVasaah Salt 991kmLbwmlmao 289@.sbk mdwnlldw,M0' Otab'beft OWVl0a6 InhVINZ awmLk= Yes aalwle Yes IwLA Lawn NA a■! 4 bum TAMCORouW Top OWRMp VwdwlhaMMMr Tb Ldilrgta mm gankuLlmmoomao 28 on. deft rod vonddwwb bWb owovnn hlmR CkddftHVHZ Yes Yes Boehm NA Laawa WA 3 3. FLAMCO aauot;W 10 Ridge V*W M AktaiRM Ridge Vwds ter piped rook hOdoNM /22/2020 hen O.OW Awlneeun No Yes NO MA mi 11 11 Florida Department of Business & Professional Regulation Pagel of 2 Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation page 1 c11 Folds De W"wd of Business & Plrofessk"W Regulldion Page, d, Building Codes and Standards laco= Building Codes and Standards +lm/2o2o Building Codes and Standards MOM BUNdhg Codes and Stedapdt trmu Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Applkardw DoW — Ste. FiNity or 20 292 Data Pending AIL lyg vertio Mmulmurer comfo Fnalnesraucense Validated By Validated EWmltMt FaCm AroVO Approveduts sm ReYteon 2017 Sorel Roofing Anderson Roan IAPMO Uniform Ewketlon GaryW Weser 10/7B2017 iN0611017 10212017 Approved Category; Roufinp Ande380•0091 Services LLC (205) .Walk0 Subcategory! Rooting Tins RaDlnAndersonabarel.co Cpnpllence Method,. Evaluation Report from a in Product Evelualien Enfily Sit EmitY.Qr 291 .Data Dea Pendrw Pats jIM Veon rsimwtftatnc Conrad 6wlneer&License Vaulted By VaNdaled " Mod pill Approval Approval ad- Revise 2017 GIatW Pdxaon Products, LLC. Tqn Robinson Wager A Ttla Jr., P.E. Jain W. Knezevicn, PE 05A62017 OB1J72017 09l7,2017 12H 22077 Approved Category:9ction Tom obinson5 Wither67 John 772hrue Subcategory: Som Panels tan.rodnsmCgppent.can Compliance Method. Evaluation Report prom a Fbntla Ral EngMeArdhiectaeLicensed Fonda prdessional Engineer Oft EOOhLgt 2" )dal Dab Pending )ate �s Yierill MauWurw contactEdmor&Ucrose VMidaed 8v Veldaled "notbod PSCAooroval Approved ✓ ReYldon 2017 AN American Shutters end Glass Mite Barbieri Frank L. Bernardo. RE Troy Bishop. P.E. 10/182018 10M82016 10=018 12n iMI8 Approved Category: ShuOerc (581)712.9882 PE-0046548 (851)91?488D subcategory: Scam Pmde rmkebdaWmeriwnshWle s'c oon Complento Method: Evaluation Report from e Florida Registered Arhill are Licensed Footle professional Engineer 1Salttaia � (ddL$ no 20 OBkbs■ ark mm glum NMI**= some j XaNkm md� Amb� amen ANAWN AMR RaAtlbn 2017 171V etttlnp Ccrrlw0- Browinn' M47) trrM N0C Evetirtlwf SWAM, LLC Valero Y. Ranted, PE O9Nw2017 Owe7/J017 09212017 Approved CatgMy: BYtrrtufel Cwt+tPwttates (847) 91ad473 (407) at-1917 SubCdogmy: TMlew PIa1N dwAsuawAftAom CMganime cleated ErahOOR Rapallain a PIOdr1 EVN11tl011 Y FLa7t494N1 products FU"587&R5 Products y ■ aaatta� Amrowdfa Use Approwd for Use JIB= ggw(gg Atnrovedfa Use D emu■ qua � � 2290 Product ModU. Ntmpap wen Product Dsutbtlon CmtraG Etmlralm Oas Outside NYHZ Rsalstat% P�tstYs � 1 Product MOM. Number a Nerne 20 Gage GeNeni7W Steel Sam Pene1sMVHZ Product Descrol Contract E1mtrW ion Mats Corrugated GaNanizatl &eel Som Panels rdelnad 12/312020 aoprowe /a use Approval for us. I HVhZ Outside HVHZ Yea Yes R"Stmt Yes Presaurs WA i Product MOM. Nianbar a Nam 24 Galvaazed Steil Stom Panels 0° LLAitiira� Product Dowlaon CMWect Omireflm Dds 24M GaInfili ed Sod Som poll /2/312020 Aala>Daal9Wat 1 OWslde MMZResonant In Yes Yes IMRad Yes elan P-- WA �t 1 nW rlt:O/ApM HIpMM Baerywt (Fi iertp; S) mold COMMON Pub 1L212022 IItliNtfZ � Yes YM Itt� WA L�Q WA 15 y a e - o, n 17 Saxony 800 - Country &ate, HartwN Sale, 8heke Stele, Flat Propta - SOMtton. CA 12/312020 eta Yes NIA WA 18 19 Spa Old English Thal Saxony 900 • Country 81ate, Shake &sm0; Slate Saxony 900. Country slate, 3heke, Slate aemp. Split Flat Profile- Honda—, NV 12/312020 Fla Profile • Lake Wales, FL 17/312020 No No Yes NIA Yes N/A WA WA or not by codes to prm4de hurrlde s, protection 20 Snake Saxony 900- Snake &—P', Sete Flat Profile - Lalrrcp, CA 12/312020 No Yes NIA WA a um Pronal - Donver l2A1fZu20 No Yes NIA WA 28 V61a 900 Medium Prose • Lake Wake, FL 12/312020 No Yea N/A WA Floride Department of Business & PM M WW Regulation Buddhtg Codes and Standards pare + d, vsm,e Fkdda Department of Blwoees & PlofeS=nol RegulWort BuAding Codes and Sfrderds Pea, w, 1rrmle Fonda Deper"ift of Business & Pr %WWW Regulation Building Codes and Standards palatial Items Fkrida Department of Business & PMfssalot* Regulation BUNding Coda and Standards ryas, d l bows O Product Approval Application DNag Product Approval Appkgdon Detain Product Approval APpftgftn DeWI Product Approval MIS d - n Detail ■ ■ aaaaaaaw gtlmmi-m gale aBNllk gad go glkz a no b■ NOW= mmubl aO[ gum aBaktdilkatte IBoalowMa[ IkWll a kvm Llgd■■O hwom son RWWN 2017 fib aw-- . contacted" Otte Ma shad Lewin CC EvOM 79arvMe, LLC VON M. RWJK PE Sinai Owe72017 09212o17 ApprwW Cunicaty: ebudbww CMVDRab (047) 9104473 (407) 801.1917 atroeMgwr: Tire Pubs Waa4t�pYMM.00m CesopeWtse Me*** l rhWott papal tan • Pmddoa EIrbMOR HMb 13f1lls t gar■ fig= 2ma gat MaltLatra Mole Malt Imam MuldLe t gaoled MMMrc&laaaa I4 wim at Yaalodl submad taMA■®dl among Alas PA,kw 2017 nW Butane C=Rwwlb omw tea. Sb"LWA of EvoMmaaoft awfvko, LLC VOWn M. Relft, PE OWIW417 owe72017 Ow212o17 Appeared CaMgor: BYgdurW Ogmpgnwb (647) 9,84473 (407) 6814917 ataofahaa7: Toro PlainBorn eoepeeMeekaaeed e»Mesm Repo hen • pan" Evaknow Enter FLMMWM gaud glow m Mole GoLe m go rot I mmm mmubdm good emmm LLIUM mdiwdiast xel hemum L1t2Ammw amom ANN Ravlabtl 2017 Ruin aveare Danp0rwm&OUR hta Sawn Lewis ICC Bvokeom Swnldn. LLC Wdan M. Rafted, Pa 0WlII 0f7 0e072017 Or,4/2017 Approved Daalwr BMtniRa cwmnnb (647) 910-6473 (407) 8614917 etubCltraery:TharPlates .00rrm CauePaaMs MolMat Evokadon Report heProductCompaniesMee pill" Rabat" � Lit "4u ball am" go 201 noi%la■ ash man Ikeri mmubliat gm" aaradlMd Immiu tau Ittlladl atttraadl arsamomm AMMM own Revell 2017 MITek WwWoc Inc DWNYYed IOC owdobh ewviw LLC ICC Evalutlm SWAM, 10119=17 ton92017 1002,241 17 Approved Csagor: BbtrMral Cawpwttwtb (314) 061-7480 U.C. ewcowwr: Toro PWN OaalOaaAM Mal soolaw wdErWimRoom froma Product EVNretloa E� slat 2 r7W Bccopper Hit" PMM Eralermkdakaa RUN Cmtadw Pet /22/2022 A■t7aed for the Aolpnd lataNQ 2dddLtmaarrr Yes for lda ■ate Yes WA Beal■ Ldw■ WA l■t a min BCOLWn TrNac 9a6LA■■ooe LBirLLQNNINN sma■alerdum.Nale Mew Connector PAO 12212022 AtaDaauwcla! AaomW far than In.tBNIL gummLt SY Yes Yes NEW Aaalw Nall gar® Low■ NIA Lot 4 IIVN seokpbw vvno gautdawmae PmdMDB@OrhWim QueltOa1atl■Mrt Mow cwvAcbr PMM 12A/2022 AYa Aatmsbaoc4a him glemLtaK Yes Yes dt■a Boston WA gal■ Pend■ WA &aa 1 Mis" gaalLAawaaa EMOOL202doft isg&wprhigh wbanOM bes4annKbrpub 0111012023 Aaarand for tda ABOMotA[Ilea htmlL ,�,JONii Yes Yes orison 1atWwa WA gW■ L■M■ WA atwh.fssotlt lltmlAotlt (n m Re Florida Depwbnwt of Business & ProbeaWW Regulation Building Coda and SWWWds Fps 1 W, 1H Intel Florida Deparbrwd of Bushess & Professional Reg l allon Building Codes and Standards papa i of f /male Florida Depwbnw t of Business & Pmbadonal Regulation Budding Codes and Standards page i a / 1aa011 Florida Depwbrmtt of Baldness & Professional Regulation Building Codes rid Sbndrds gag„ d, lmmis O Product Approval Application Detail ProductApproval AppOcatlon Detain Product Approval AppNcation DftN Product Approval Appgg m DftM awl gd2lg4U gale TOM Ib Illtkia0ar so girlr smiNKAL&M mmmdktk go gad Ito jehe M Owdlaevta role FMA■ mW A■ovel act■ BALLSf�t gale I= lacks alwlalrfar aealla[ gratr AndUK&Llama I111f0MKM are gok aaleearoa Ya10rtl two" BIRA■pmul gre awm w aria 1SiitaLBl go■ Dr■ Iisml■ hMRA rev[ looks mdomo arc 20 gre grtGBOea ulM■A Mtn" OrLaW A grt A■mnl aria FLMMW40 brut SaOe Y1oke boortt4M■t instal gakat leiswlidaDa INN& Mg)t slice gak grtf�a Ia11■a artdldl MIGAMMr Wd &Maud alas ' v, RW Mon 2017 MnO kkWA e, Ma. CaYgp!• elntmRN Carpesab Cewtpeotres lMtlrelk EveNtWan Repod toms Prodtd ErOtesen ' Dw m Wert ICC E akoftn 8w , LLC Pox Ea"mO t B on*w. pros) a1-7480 11C. dwwlon4Loan (208)8r9iaW 1001011211117 Wool iorawl7 Approved Revbbn 2017 MRO MOJWI , M0. CaMg": Mthea'al o npORenM CawtpWatod E+elrresoro papal troma Padtl EwWlon Into Own Mart ICC Evakatlm Bervbe, LLC ICC EaeWaOn servMe, (314) 801.7400 LLC. OwefIQM'oem (200) lomo 017 IDIOM? 10221M17 Approved Rerleldn 2017 Moak WOW661 , MQ rOWOM ubCob sl:Tt PanpaWwo ComPO m Trfs Pain Cwatp4w Wllad EvWaatlM RsOod tan a Product EvakMm Edo D WW Watt ICC Euebaadon Senior, LLC IOC EaakWM SNrlde, owwest-74a0 LLC. dtwrlonNLmn (200) s96B000 /ORWM7 IOy1w2D17 102=17 Appeared PAvWm 2017 Mnok h km&iw or emww. structural SubOds";TftmFM ottettM Thom PIN■ Catg19oeoe NWOed E•sholon ROW *an a Product Enknow Eftb DWM V1ad ICC ErWNVm Samos. LLC Ill EvWu@ Mn $&via (374)a01.74W 8999a0 dralomlAan 10mw2017 Wool 10222017 Approved /� / O aARLUA eo hm F40 Products aALIL40hmam L>gtv_ALcedar L seat 2 en mole gmdkr2aadoa SNWNL nkmmoaah 16 p. toes oonador pat o+mam hosmikim hmmmik.uk ttitl4a glallLUM Yes two Boehm Yes Nat grri Law■ NA sat 3 pmdlw MTIaHe arallAw■aa Lmalot0aadri■ goasitmlatlaagat /8 gar INOh ebesOrl but Meador PMM o1A12023 Asomyed lor Uls Aar Ise kffi L 2waWtlfm Yes Yes talus aNOW WA gar■ Law■ Ni aaat 4 MT20 AMIDLAe EMOOOONdg■ SlikELIatkisigala 20 go. hues owdodu pus ol) MrAn AsowndLEYe a■[daOJMJat MOW 219MILmi Yes Yes MMus ANN" NA sari Paw■ NA aet2! tffldm 8 Mr2" garlAaarok LaiOL202dow SdokvLg*mbaak 20 Ow Moto WoRpa Inn GW VM r PMM olA r2m ammomdhLuu a■■itaclda InHVNZ RWAMaitllt¢ Yes Yes sear Bow= WA Amin IYaw■ WA atmgtdWt aad4fddt lom gdkWa aggggdgdplg LNno 0 Florida Department of ae & Regulation Palatial Building Codes and Standards Codes Standards yslanp Florida Department of Business & Professional Regulation Building Codes and Standards Poo ptz Florida Department of Business & Professional Regulation Building Codes and Standards Page I of 1RW020 Florida Deparbrw t of Business & Pm/aabrW Regulation Building Codes rod Stardrds Page 1 d+ immis Product Approval Application Detail ^, V, Product Approval Application Detail Product Approval Application Detail Product Approval Appgcadon DeWI Coin jyps Verobn Msmdeeturer antith or Ca de is Enok»er&Llcame Validated f3rr 2029, own peMhw YalWeted $ubmiHed FBC Aoa wl 292 Maoved ajyjb � /T� CIO NIMM FI4H59.R72 Prsduds I!&3t7i�1 jog V (� Editorial 2017 Change Mentdadutsr Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber altity-8L - CarNeol y F4ldnnr&Lkeme aneated lwv Rob Baldwin ICC EvaluationService, LLC Ian Lehrer, P.E. (253) 924-8476 (608) 839J288 Robed Balowin�weywhe 2& g■ V anarw aWmMed 04AI1/2019 0322MI9 Data Paichm gag FBCAnorowl Agg{gv}y 04A8201r rya Apprmed glut 12M )�! Pal mm 2017 rw�■L Donartetdal CMOMs Ptnducki OWCatgary: Products lnioOmMd es a Rewn of aolala gi�r a�I:k■l �]E Rood OW THW H. HUYlM Joan 3) (302) 600•W11 ro1�•pgpf PE4)0122 art � FDCAm oar � ar811■1 La%AIt@nl 10n42017 tOM32D17 t0f2a20t7 MMM A■a171 12n22017 a■la ApOroretl Revision 2017 Corpenle, Co. category: Structure]Co 9 ry: components mi Sy CmplianceSubcategory: trialmhod:, n Frn1n Systems Compliance Method: Cedikatlon Mark or LisBngUJI FLa'142HA2 PrpdtaMe Tracy Lens MiarnfDade SOCO-CER Mimi -Dude BCCO- VAL Ia63i6875494 1786)3152590 1reLyLrre®cerpentercom 10/302018 102W2017 11/01/2018 Appr weo C G IXWla Assurance Approved felt Use ApgfowdlorUn ri,pgg( P!alaD al�R Product Mudd. Number a wens Radud 0aserlotlon Contract Pamirailm Gala In �Z Oldada NViIZ Resistaa Pressure I FOO Strength Concrete Lintels 4. S. 6. end 12 inch wide intds 0&217Z022 Yes Yes N/A WA Compliance Method: Evaluation Report From a aufer.00m proWel EYeluetlon Entity Nw Todmkw CsopaMraMMMd EraNMYOrt Reprthan■ 8wM Product Mode Number a th= Oualav Aseurwxe Product Description Contract Eaoiel Approved for Usa Approved fa Usa in HVHZ Date Outside HVHZ Imcect Resistant po P!4ffi4SS Q F1a6577•R70 Product,FWW Rag' ' At~ aa Lb aes loodM P,ehabrW E+tabteer 1 EPS Insulation Expended Polystyrene Block Type 04/112022 Yee Yes WA WA Z Produt Moesi. Nutmar a Napa Duality Assurance Product Dncrwaon Ccntrent Expiration Date Approved for Use Approved In HVHZ Oudes for Use lensed HVHZ Res ttent Doll- pleasure Z Search Crherle 1 2 3 4 5 Microbm LVL Paallim PSL 7lmbar81rand LBL TJ Rim Board Weyenaeusw Rim Board Laminated Veneer Lumber 03/31/2021 PWad Shand Writer =1 U021 Laminatnd$trend Lumber 03/31M21 Structural Canposse Lumber or Oriented Strand OW31(2021 board Rim Barn Cleft Strand Sol Rkn Soned 03./312021 No No No No No Yes N/A Yes N/A Yes N/A Yes N/A Yes NIA WA WA WA WA WA lag 1 cesay, PaesW M CaWAWCW Cwow Procter PaCeII WM Pro"eeeed Coming LW4@b OOROnJ024 AYmamtbLft AaNWMdALfka hlmQh gWMtlmQ No Yes b� anam MA stain Lawn WA Code Version: 2017 Application Typs: ALL Category: ALL Application Status: ALL Duallty Assurance Entry Contract Explrad: ALL Product Description: ALL FIL X: 14281 Product Manufacturer. ALL Subcategory: ALL Compliance Method: ALL Product Model, Nun bar or Name: ALL Approved for use in HVHZ: ALL Q a SHEET NO. Approved fw tat outside HVH7- ALL Impact Redetent: ALL Dselgn Pressure: ALL Dab From: ALL Deb To: ALL PA t)2 I 4