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HomeMy WebLinkAbout39685 Harvest Creek LnI q I.l„ 11 �i 11 1 ,III-.f111II 117 111 1 1 11. n I!1 Illl , II II 1 11'i 111 l III -'- ALL WORK PREVAILING CODES FI.OR!D +. 3Llw ill,". (;�J)E. NATIONG.f- ED ECTni(, 'ODE EC Q sj �vtt� AND THE CI !,' REVIEW DAT ORDINANCES CITY OF ZEPHYRM'`-- PLAN EXAMINER__ /,Z ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Foxed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or RA. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rod. 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 REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Foxed Glass RM or Rm. Room BLK or BILK. 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 SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KANALL or KAlall 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 Wr. 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 DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.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 IENNAR� 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 SIN 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. .•;;�� RD AWN C� bi _ J �OO R•o 4 F LO •� E � 'Is/!/l 11 l il►ti ```���\ 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. 61 N E Q 804 N t0 0p N ik t� y ti Cr 4 " LL C .7 LA rn - * W tl! r- - u- -r a N yMM W U. U. a a Cr M m C 0 Ix 13 Z13a _ t- o U S 0 7 @ ti V1 (L m m W rn <0a W co rn o o a o Z IL N M O J LL Q Z oaa W z N z z - N v1 z C-J U - LL C1 � w m U O w 8 to Ly N �N = in U ' w � ~ � r I U � CL v' g • g' t W ZZ M 0 O Q U- =o oo <s aE o E u (O O ° oa o0 CL —E a�o� Z o N d L� �= $ < o w � o '0 >� Z�_ rn J a • z o T Q g� W 3 0 aw �w �k o w� M_ t0 °aa a r o04 L O le CN W C) (C � U (fl W CD d' . = N r I LO C)00 r ,— E W CV �; a)Z o Z E CD m c a E U Q 0 J JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. C S n c c H.B. O A O S3 EGRESS EGRESS O O --- -- -- C14 16" DEEP FIBERGLASS36 • M I �\ w rw i SURROUND S3 RANGE F T C G "'� w 1 TYP @ 1 ■ I�� 6� is 1 - ----� H STORY B- 5 oo 21'-2" r' - - --- 2'-2" 10'-4" 10, 1n 42 v 2'-4 I �- r' 32 11-0" c? 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TYP @ 1 STORY TP O 1 1 1 1 I I I (3) 2x4 #2 SPF w/ ERG SURROUND m 7G SS ; t 1/ I I 1 I crrffI I I O I I 1 0 1 1 R&S - w N S3 DTT2Z @ BASE I_ _j 1 I o l l _ 04 M 60"x36" HAN N BOX 36" I I I SHOWER @ I 1 1 A.F.F. K o, I O Lu I I c DRYER VENT S3 I > io rn 2 68 THRU ROOF EDGE OF SLAB 2" O r- 5'- 81 3' 10" BEYOND WALL I x I I 3-0" Cn X(n 7_8„ 20,_1-8" cc 8„ M7 N 2 CAR GARAGE I►I I III III SUITE - - �,F I.C. (n s'-o"CLG.OWNER'S 0, 8'-0" CLG. '-0" CL 8'-0" CLG. 2 -6L.BUILDER TO I I I CARPET CARPET PROVIDE I I I I TYP @ APPLIANCE I I I I I I DKGARAGE -r- W.H. PROTECTION OPENING 0 0 _ 5-SH fO WHEN REQUIRED N I L I ----------- I V. DPI R&S PER FBC T----------- ;0 A H.B.+ S3 A" 7'-10" 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 91/4" 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 71/4" 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 S.H. 13 20 X 38 � 18 � X 37 1 S.H. 14 20X50j 18}X50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 18jX71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11­13 271/4X38 26x37 S.H. 1 H4 27 j X 50 j 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 j X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 371 X 501 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 } 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 (_cn,mr,ml KIMno 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 classi 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE T" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET UO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 (TRB) 1ST FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 1936 1936 416 24 2376 LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-B1 EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1� GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: 14n=1 �-Orr (GARAGE / LIVING) I' ti- N _ Q ••. 5 . F UOQ� <v •.••, OFESS10yp � �ii/�1►f I l l ll1'+t���i\ 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. 0 W o E� o 98 V� N N IA LJL. r- u �L 009 QajMM (' rLL a W ui 13 13 ccLLU. aa& Z tc�og 0oo i�mnrO W 0 1m- o2rnrn ¢ m a UJ Z IL U) O J CD & N Cl) z U W 0 � OU ❑❑❑ 0 R z N z a 4-1 0 LLJ 8 V) �Gn W A c Q Y Q co M M � j w z a o Q o I✓ U �� 'Z _o o a z O Ea N � �o a Ww �' m o `� mo z c c S oLL Z �z � $ ao W a U �d� N� rr mLL �� 8. � 3 _J > 0 ca O ^ O ^C^11 2 coW U CO W r cc = 04 r Ln o 00 IO O M co N T T M M o z z Ei y mM w cc a c� ¢ o JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE o CABINET 00 OZ OZ O CV M M co It KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt - C 04 FIN. FLR. KITCHEN 4t 0 M 4 N 0 M KITCHEN I I I I i OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN n. ROD TUB OR SHWR. � TOWEL BAR a ON BATHROOM WALL f' SHWR. o �_ VALVES w o 00 = CO SOAP F- - 50 o DISH j ire r r t o d co r M M p TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 0 n MIRROR N 14 0 co co 1z Ll0 OWNER'S BATH BATH 2 O co 9 n 0 00 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 COUNTER TOP CABINETS 0 30 H BASE 0 t 00 ILL a CO 0 2x a 0 LO 0FRAMING t � M 1 /2" GYP C? BOARD - FIN. FLR. _ 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"=V-0" M CV N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 et 1 A • r 4✓ I�� •C�% F.L '?OFESSIONP \\` '�hfJ1 Jf J f i 111"d�1�\\� 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 Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. cc O N N it p i�E N N c N LL rn� tl! ins �LLLLa Q ymm w vi Lu LL a Co LL (L 2 O O .M N on m J < W T' r°�pjO' 00 o o M Z O J NIL W V C1 Z N 8 z � ftVO z ti Q J - d. W) N - N z -a C9 C1 s LL U C-n w W oWg ��� �� Z:) ' Uar w r— E s $ z� t_ � — < Q CN C �Z o w a E � 3N o Wo i <o v$® oa � N o0 o z N°do Qroo wz � _o1W o U .2 m� Z z NJ �m Q W 3 3o 8� zz go W �Z illlllllil� C) o H >0 a v $la 3 0 C'4 = J L > c O C'M O ^ ao U CO r ca o 0) _ (V T CA T ►n o LO r y 0� M N T r E Z CN M o Z E Q E c W a p U 0 ¢ p JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. 2 12 5� 8"x8" SMOOTH TEXTURES CORBELS 12 �5 1" x 9" SMOOTH TEXTURED FREEZE BAND HEEL i V -- - • HDR o000000a •• 000a0000 � 71loll -D. •: 000a0000- ,. __ _ ON 1011I e 14'-0" RIDGE VENT 12 5� FRONT ELEVATION — B1. 12 ;�5 T-0" RIDGE VENT 12 �5 N 0, 11-011 -------- - -------------------------------------------------------- ------------------- - -- --- - ---- - 1'-0" 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS /— 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. — J — HDR HGT. TEXTURED - CEMENTICIOUS TEXTURED o? FINISH ON C.M.U. CEMENTICIOUS ca (TYP.) FINISH ON C.M.U. (TYP.) — — — F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION — B1. 153 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. ,``\`1��>si►iiiltilir�y�,,��, U 0.�$ dFL '�*�j''�•ARO'� �; E S S 1 O \\\\\ " N��1111i11t1`t���\ 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. Q ao o 8 V N N CM 0 N J r C a0 LL # �n�� u- a LL M Q j M aW N LL a a� Z JLL � � �, 0 IX C t0 O R O O J . N m mIL Wco I _J O Z Z; Z OIL Z N r J O U M F71 W Z N •n Z Z J E3 N lL }1 U Cn � a 0 W 8 -a)V)V) c a f6 r- U LLr J 1 601 c (nGo • r. Q N C:,w co M 01 Z LL E �o o°® E �'Z QQo oa W t X U o0W U Zoe N i o ado ww d N C - y Z U N m� o 01 Z W Z Q sw co N �w zo V Z °LL J CDJW CD w 10 1_ tD za.OU a 0 .` (V W TM s_ C O M _J CNI a a) m v CO F_ T_ cm C d• � � = 04 r LID N C) L M o Z E `m m a. E U J Q L7 J JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. 3.1 nn•q. 1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. — -E HDR HGT. _ I-. TEXTURED c CEMENTICIOUS bo bo FINISH ON C.M.U. iID (TYP.) F.FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 0" , 6'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 5F::� —EXTENDED OVERHANG BE CENTERS ON DOOR T-0" RIDGE VENT 12 5� 12 5L"�-' 12 �5 — — T.O.M. HDR HGT. --------—t_1'-0,1 REAR ELEVATION - 131 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" J---- F.FL. I. E —W 12 �5 --------------------------------------— — — — — — — — — — — — — — — — — — — — — — — — --------------------------------------------------1_0— — — — — — — — — — — 2'-0" RIGHT ELEVATION - B1 SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM 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. X101111111111/// \� , �` gFt0 W �. F a Q. W W • �4Q i aF is •'••• F0¢ )_ •�.• 4k, \\ OFESStOt% \���� ""'Mill it11'%����� 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. 6) QO O N tp p^p O g N iC I, c u-- W CO��' aN r+LLa aj M M W N a M LL a c� 5WF- 15 «gpjWm0 oc:s C� G M CD LO N UMW �00- 0oZ N Q J z °" ❑D❑ Z� < N 13 Z' 1 IV V 4.1 C u- 0^ W 8 4 W J L i U 0 N �N C� M M W z 4 a E E OVA O i O oLL > Q of cao XU a� Qp O Z N N i °do ao Wz �� r0 NC ��0� ms O Z (/l J aNi � w $ f z go W� T ZZ NW o w� CD � ' z la �o �x a o 3 CV J m W \ m ■� C f° O CM J < O C C:) m U CD .� Z d. r— d co Cl = CN �..- T' I o 00 N LO �- M °' T-- ui l6 c) r- 7 O Qi Z Z C to E E C EL U .J Q J JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. 3.2 I-? 2" 2" * NOTE: VARIES 1'-1011 1 " CAP CAP N 1 iv FOAM TO BE USED 1" RADIUS Cl) ONLY WHEN REQUIRED BY 1/2" RADIUS 3 1/2" RADIUS `'r cD iv COMMSPECSU FITY OT,�^N DETAIL TO BE 1" 2" OPENING VARIES 2" 1 = N 3/4" RADIUS 1'-5d"� 1" 1" f° BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES `"� �- OPENING _ VARIES 1 4 M -1 N 211 1 VARIES VARIES .-IN 1 4" 1„ 1, 1 1/2" RADIUS r 4" 1 � � 2" r � 2 1/2" RADIUS rN< = co N 00 �o VARIES 1 " M 34" 11" [3� 1" 1" 1" 7 BASE to to N BASE 3" 2' 2° 071< 1.1 1�I a ", 1,-8" v � 11 a � w„ *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN a o REQUIRED BY 1'-6" COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES = 1" 2" 2" o BUILT W/ STUCCO. 24' EDGE OF OPENING I Iki. T tI, � ' rem O I 1-1/2" THICK 1-1/2" THICK 10" CV Tcli -- �4n 10" 6-L = jl �I -CT =KN "LV C�7 4" N 2" 4" 3" 6" - 21 2, N cn w C � _w C N C') I > > 1-1/2" THICK U 24n M 2 4 `� 1'-5 51' IN oo 54,E JII.II 1-4 I 3" .=rIN 9 VARIES VARIES 1„ w _ I24„ 1 I • VARIES VARIES 4" 1 - �____-____ iv I iV I 00 _ 1 �1' 1° ^ 6" 4" �'� _ <V (V KEYSTONE F11 0 OPTIONAL KEYSTONE F11 00 OPTIONAL (0v 3" -� 2" ^M ' 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL i • • • • LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: •FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH s1� 1 1411 1 -6d 1a' 1 1 2'-1" 1'-4" 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5"' T-8" 7" iv 1 " 4" T-0" 4" r = 10" 114" 10" O N = to N 1 N CD o (V 1" _ T n (V 2 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 4.I I • ACRYLIC SAND FINISH 0 0 N 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 Engineer's signature and seal, ti Q o& E 0 8 N " pp N iC 0 go) ib LL ^ wd r � LL LL a 3�y WLLJ C J fh 3 a a Q' JLL lL Z Q' cs 0,o~o W 0° m�cr mm o a LLW Go O N CNn 0 J Q W C-4 CO z Z � N N ^, C7 z c VJ Ur o U C/'3 W E Q A W g O— W 8 �NCn r ' U g W E ! `. U • Mza w z J —j Lj- E E o z �� w �a _® oa Co o E 5z o as �o =" r Z N aaz <gm0 WZ ¢2 ?� fo C < OY o Zz Z W � 8� �U WLL J o =LD Lo ` A ^L1 W _> C O c° cM Y O W m ♦+ i m CD N r Oi N LO 0 M T � E N M N rn o Z Z E E O `m d 0 J Q 0 3 ,10B NO: 20-6582 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. INTERSY' BON TERMINATIOP NEC 14, 250.94 J 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to lights & outlets upper to 20 amp ckts copper to WH copper to Dryer t Alu 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 LZIN DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f�0� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH '4, � FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE @O RECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ` t0r EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PEN PUSH BUTTON SWITCH (OPTIONAL) 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) N TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL —11111110 DISCONNECT SWITCH ROUGH-IIN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT, CEILING FAN 89 (1) PHONE LINE, (1) DATA PORT WIP GFI DISC. H. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS \ f 3 GFI ' GFI AC PAD ` ---- ----- R NG � in �- �� PENDANT AS \PER SPECS — — / .C. WI CFj SAFE 1 I _ �� 1 D.W. I SINKw/• ; DISP PA �O GFI J - _--_-_---_ _ ' ----- —G -- FI ch � U.C. OUTLET I I U.C. OUTLET I ROUGH -IN FOR FOR DW OPT. CLG. FAN/ LIGHT PRE -WIRE I � FAMILY RM �. I I I I / I I ' I I \ 1 1 rr t✓ DSD.,� \ ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE E--WIRE \ / \ OWNER'S SUITE I 1 ROUGH -IN FOR \ OPT. CLG. FAN/ \ LIGHT PRE -WIRE GFI Y,� BEDROOM OPT. I REF. mm mm I ►II M EMIFS RECEPT. FOR ALARM SYSTEM — / E ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE -WIRE I A E BED 60ih \ CS. C.M FI @ 44" A.F.F. ROUGH -IN FOR OPT. CLG. FAN/ / LIGHT PRE -WIRE TA BEDROOM 4 1 ` F------------ n)) I 111-111 I GFI @ 44" A.F.F. I GFI FOR GAR. DOO~ GFI I 2 CAR GARAGE I I I I I 0 I V.H• VERIFY LOCATION IRRIGATION ELECTRICAL PANEL lllr_—, FI @ 44" A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER GFI ENTRY ELECTRICAL PLAN - ELEV-B1 SCALE: 1/4"= V-0" 0 0 N CD 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 - Residenbal 6th Edition. Engineers signature and seal is only for the stnrctural engineering portions of the drawing pages bearing Engineers signature and seal. W W F a � E 0-8 4 to�p N N# LQ 0 y r Or- 7 tt) T fn - J U W W tom -0 �U LL�a. LL a LL LL w vi a a. W 13 13M. J M X 0 0 i W Mr" 121,O; J 2 un Z o N M � o � j Z Q orJ Q ❑❑❑ W Z N z � z � � OC-D _o LL 4-1 U W o p —� O w s U c t— E Q Y N M z2 w Z a _j Q� g wZgo l s ❑a rO QCa D WtY Z F o N U as �o a V ra az �o ¢W 4? L ao Y U m0 o Z OZ Z Q W 1z a Z aU W -) Z. Z. o yLL =3 cfl v za a 03 �NCD � to `m W \ O M •� c t° J � � Q 0° U CO to T ca ■tom 1:(V T Q T 0 CDLO T + O M co r T z M .— o z E Q E U y ci a JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. 4 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 SO. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation required soffit ventilation vented soffit be provided by upper Ventilation Ventilation (See Elev ) needed required 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—Bl SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM 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. Attic Ventilation 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 11300 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. 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. i ti6 d � F F I- • `� *r ti *ell'­rart if f 11111W`��\\o 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 potions of the drawing pages bearing Engineers signature and seal. 0 I- $ E to r• O O N fpN iR U W _ ii N hC n'LL 7 N J iR W 0' �' di CO n —0 LL J p. u Q 4r) W W CL W JLLLL z ZO N c O1 O X I— Y � � C, 7 � N W dam¢ _ J a d 0 CV a (aj J z ° 6 o00 W QD z Z n J - N r ^ M � aXZ 0 WW Q A U O ,,, s c /) cV) Y U '® w W W Q o M =g w Z J LA. H wo >Q E O WLL® NO ccU X U o a UO U z CDa= CN t o ap rZ a ¢ • @ � C �� "m mf O OLL z � y pw <w W O Q a U J o w �lo w _�< OF N Co O M f° O '� Q a C ^, a U I- W N �./ 70 W o O ■ � = C,4 r �± N T O (0 M C0 N y rn o Z z E O E a 0 � ¢ o � JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. 5 c c 1'-F.' . 3' A H.B. TYP @ 1 STORY S3 U.N.O. 10" 1. 2'-101" 1. V-11a" 5'-0" 5'-4" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r= M I is'-0" 2-" 6-10" • ..... I co 11 LM o IRA F — —" 31/2 I � � : `` I SINK 1 DISP — — .ass" I �F I A in i�nl L 1------ ;: b III Cl) o ,- S3 ILO i i D.W. j I S3 N L_ - J CHASE TO IS D i I TYP @ 1 STORY U.N.O. - - - - - �-— ■ \\ T — — — — — STEPS AS REQUIRED PROVIDE 1 Y2" RECESS CJ L — — — — — — — — — — — — CJ OPT. —I— CJ CJ FOR SGD. REFER TO `� REF. :: ; • • • • • • • • • • • • • • • • • ; CJ y j I ■ 10 104 PER FIELD I MASON'S SLOPE FOR `� KITCHEN ISLAND = CONDITIONS WIDTH `I� LOW WALLS I.: 0 4'-01, I `� 16'-10" INDICATES FILLED CELL w/ 30M PSI 12'-10" v CONC. GROUT FROM FT. TO BEAM `� W/ (1) #5 REBAR VERT ABOVE SLAB ::::::::::::::::::...:::::::::::: ::::::::::: ■ ■ ■ I TYP @ ALL PLACES SHOWN I `� TOP OF PAVER T BE 4" ■ ■ 4'-0" 4'-4" 4'-6" (2) #5 REBAR I HOOKED FTG. DOWELS 5" EMBED `� 0'-0" VERTICALS w/ in IN. FL W/ 25" EXT. ABOVE SLAB "GRADE 40 HVAC CHASE BELOW FIN. FLR. I STEEL" � � BASED ON SLOPE I FILLED CELL `i6,� PROVIDE %2' x 9" —� 7 LOCATION I RECESS FOR FRT. POOR \ L \ I 2'-6"x2'-6"X1'-0" FTG 'n I" S3 o 25'-10 28 \ \ 9'-5 L W/ (3) #5 E.W. 5'-0" I in tiv °° NAII ■ O — — — — — — — — .. I - - - - ■ O I CJ CJr- (2) #5 REBAR v 60 TYP @ 1 STORY S3T I S3 CC I U.N.O. _ .• S3 VERTICALS w/ in I I AHLI I FILLED CELL N 2'-6"x2'-6"X 1 '-0" FTG .. _ .. � :: ^ 3'-5" 7'-1" 2'-6" x 2'-6" x 1'-0"W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS wAin SLOPE? I `r I W/ (3) #5 E.W. G �.�� -3 1/2" S3 o I Cl) FILLED CELL _ �00 .... .. ................ . I 0 I = T-3" 1'-10" 3'-6" I O O04 Q) ■ CJ CJ `� 3-1/2" MIN 3000 PSI CONC. 12J �a" 7'-10" 1'- ': • EDGE OF SLAB 2" T I SLAB FOR HERNANDO : BEYOND WALL I COUNTY ONLY � J N 'n 3-1/2" MIN 2500 PSI CONC K I SLAB OVER 6 MIL VISQUEEN I ! I I :: S3 I S3 VAPOR BARRIER r- ; ; I 35'-4" 20'-6" ■ • I ; BUILDER TO 0'-0" : ; I PROVIDE I (2) #5 REBAR I I APPLIANCE VERTICALS w/ in I 4-0 „ 12-1 O PROTECTION FILLED CELL W.H. WHEN REQUIRED ----------+— --- —, ---- -------1' — — PER FBC -- i--- -------J o? 1--v L 5'- A S3 TYP @ 1 STORY 6'42" U.N.O. �. n,• A H.B.+ 3'-0" 7'-1$" 1'-4" 7'-1 FOUNDATION PLAN MONO - ELEV-Bl_ 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 8 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 �(v W z • .P < EL CONTROL JOINT DETAIL SCALE: 3/4" = T-0" .;� : ' :. '' #5 CONTINUOUS . • •:.; , , .: • "�. REINF. SEE FND. FOR ;;;,;� QUANTITY �: ;; '•_�; ;r #5 X 25" X 25" CORNER " ••• ' BAR ONE FOR EA. ' ; • HORIZ. REBAR, TYP. .' ,• U.N.O. • •, • •, • •, **Alternate: • The reinf. bars shall be ;v".: •';v' ;;;; ••;;; ••;• cont. around corner by cold 1:,," •; •; •; r bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ,ti�,<'011111N1111hrf�1z .y .. NS E UA _s �✓ " L0 "« p yy . A"�t !r11Ei4"141" 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 g U o p N N # (� 0 nc�LL #w tri am C rnNN� LL LLLjj c+� w rri a 0 13 a. zO �LL�aa- L 1% Wp:, j �m —1ca <0 ILIL z j(). ..-jag 6o• = QU OU —,171❑0 W Z N Z O J — a L C7 C1 LL }� Cn W O Q> W g N c m w Jr sr CD M M o w Z Q O ogo' a'R z® (6o U op Z o N � ¢4 �o woo ado O� z a� � G? j C U2 m0 OLL z ai J Na � Q W �N m 3 �� 8W ° U W _3 0t= r °nz ~� H WillC) O �Q 5 >x a UU .2 CV J O ca O m r M o = tV e- I O u7 O r Lf) I — TE MM � C�1 T111 N � z Z r_ O D m r_ a U _j Q 00 JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. 6 CJ1 CJ3 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY SPF FASTENERS SYP SPF SYP A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 1 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-1Od 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) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD513 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD713 * 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 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S 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 -1 Old x (1) 518" 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 1 (20)1 Old x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF *** DO NOT DRIVE NAILS THROUGH ALL EPDXY ANCHORS SHALL NOTE: DOUBLE FELT REQ'D LOADS ONLY THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES ON ROOF PITCHES 3/12 & LOWER. WHICH COULD SPECS) FORCE THE PLATE OFF OF THE TRUSS. REVISED 10-17.19 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. CJ3 CJ1 FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (--). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER ■■ SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" jVvN e�p - 4 N 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. 0) Q pp 8 N N 4 (0 N N m N J ni a v>NN� 1 LL O g- M W U a 13.03 J LL LL 0- 0Mo _ ��� _ ;° o IY m 0 C' @^m m ¢ja a W "t. L LW DO N 0 N "o N rh J Z Q U ❑❑❑ W (D r`ni r/ Z N M Z � n Z � Q d � M (D0 4—J ru u- W „ o a u O W s N �ro c m 03 ' U LV J 1— t0 U z m QCD �Q• N I� CD Z CIOi M 0 � Q�- J U- N 0 O'Z C, f6 U 0 Q0 I- C X V O O� zCh N ao a wz K� (n C - C a z y Nm mO Olaf z T Z z J Cps g � N 8 0 U W CL U LLa w Jz >_ o t>J d wa 5 a 03 �04 J M W > 0 O ca J M W O m U CO 1T f6 0) ■� = C'4 r LO N T C)00 M E CN M o z E O E d a v _ ¢ o -1 JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebarto 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 shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load G1 .O a e vertical load Safe horizontal toad — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS EM . 8F441B/1T817401B/1T 8RF40013/11T 8F321B/1T FORu ar cRt:wr soup _ < fV Q O LU O /5 BAR CONT. 8F 12-1 B/1 T (0 "V" LINTEL DETAIL SCALE = N.T.S. Iglyii Mill I TVt UtZ)ItJN/A I IUIN #5 REBAR MIN. AT TOP (1)REQ'D ALTERNATE POWERS F = FILLED WITH GROUT S UNFILLED V2„ CLEAR STEEL LINTEL d ° R =RECESESSED QTY. OF #5 ° a REBAR @ BOTTOM ° OF LINTEL CAVITY 4 ` M.U. #5 REBAR AT TOP Q w A' ° MIN. (1) REQ'D ° 4 1-1/2" CLEAR 8F 16— B/1 T a = - e ° d a z GROUT D tNOMINAL,5 ' o Q 0 0 4 C.M.U. QUANTITY OF ° REBAR AT rn = w w WIDTH #5 REBAR AT BOTTOM OF a IwoW vi 4 OF TOP LINTEL CAVITY w o J nn o ` v NOMINAL-° —BOTTOM it o o HEIGHT REINFORCING Q ¢ (7 M 7-518"ACTUAL PROVIDED IN z LL o w ;n D D 8" NOMINAL WIDTH LINTEL Q =' O � m 5 REBAR AT BOTTC v). Mw R �o �, �o AS INDICATED (VARIES) MATERIALS 1. c precast mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN — ELEV—Bl SCALE: %4'=1'-0" • ,� k�� ICJ � car OFE atiolk S �•,� 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 m pEp co � C LJL j O) N J w a V) 'T? LL '4 cN")M £ w vi m rJi ii 3F a a it Z mc°' 0zIto =Cc8 Wmo CV r0 m m ��pjOf p a .�Coin o 6 O J M ILILW (3N Q O U ❑❑❑ Z W Z N o Z Q � J d � - N U Q XZ�C1 u- Cl� U Ow N c 'co r (f� F•— r=) UAlf lL! J r Q x ® see <w M Z O ZZ Q s LL_zo E E g o w 0 yQ Z ca U - 20 X U oa jp ZF C It �aa wo ao 4? rp C ms p ZZ Z ri ro oso Z W d U 2 9 �o aU yZ 00 Z =� co V- 5 0 �N = � J TM c O CM O ^ /C^'' U` m CD W r r o O 00 N r- M M NO y rn o Z Z E E °3 m c Q. v _J ¢ o JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL ALTERNATIVES HAVE BEEN CREATED T REPLACE CCA-C. MANY OF THE NEW CONSUMER USE SEVERAL NEW PRESSURE TREATED WOOD AL S C 0 PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTORS 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 11 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 X 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 5/TMS 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 ad. (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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 51TMS 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 ad. (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 OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE 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" C4-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 X. GROUT FILLED MASONRY: y4" 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-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, 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 A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 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-insection 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. Irriggation/sprinklersystams includingg �all risers and spray heads shall not be installed wi�ttin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be�ore exterior soi 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 vertirel 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 6-0" 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 1%" 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 SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 14 C) Q` .P F L. 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. �E H Qci o � D g pa N 4 Lo c#-0 CJ; •�W W u7� N o7m vu-LLa Ma y M M W N U_ LL aaz XLW gU O O13C� 1% ji o M _5 G � �` w-M LLW LLLL Z -jo Z i0 N M Z OU ❑❑❑ W Z N M z � z o a v J ci In Ul - N z w m W _ 0 w $ c � N = CO CO ' LAJ J t z U � � • �Q c Q � o W M M Z 0 z0 E 8 f6 W. o oa Up z F- o � 0 . az °d � U N �? io Q ¢ � mf ro �_ � U o Z oz >z Z 3 w Z o as 8ro LLa U W �LL C:)W� _ �Do > i a CD � za 03 J W m \ ca N .-. C Y N � U Cfl m r- cca = CV r CD T 00 N T 0 N y rn Z Z E m 10 c c a 0 � cca JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. S N CORNER OF HOME GARAGE SIDE u W J m ROOF DIAPHRAGM NAILING SCHEDULE Pinr;F 1 INF + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ '-0(TYP.) " 6-0" ++ ° + + + + + + +6'+0 ++ ++ + + + + + + ++ + ++ + + + + + + + ++ +++ +++ + + + + + + ++ ++ ++ ++ c + + + + + + + + + + +++ + + + + +++ + +++ + + + + ++ +++in +++++++ + Uri 15/32" CDX 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 & + + + t + 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 USED7771 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. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7!8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90' HOOK BOND BEAM CO W STD.90° CONT. #5 BAR --� > I HOOK ��� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI 7 7--MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule 74 —Q -- Clinch nails when possible �' a 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener — 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanguthe ofcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor Cnhrmn w( Inadc 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 watts over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1 /16" 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 H C G 000 5'-0" o STUB -OUT FOR 0 1'-0" o o GAS METER U CV 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS' 2" X 4" @ 16' O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16' O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-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. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES ---- DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1l3d) nails at 6" n.c. Provide adequate bearing for each lapped joist. oanails SECTION @ INT. BRG. 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 when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Joist Bearin Location Series De th End Intermediate I ® BCf 5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d d BCI 6000s® BC16500s 9-1l2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d _ 11-7! " BCl90s® ! 14" 16" 3-16d 5-16d 3-16d 5-16d 6-16d 6-16d SIMPS( wl (22) ' NAILS 1 5/8" 0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY W FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION 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 up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — COEI 0 Je rF A 1�" ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN ROU THE WEB. PROVIDE AT ND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 8 1'-0" 1'1" 1'-2" 1'-2" 1'-W V-3" 1'-7" V-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" 1'-l" V-2" 1'-2" 1'-3" V-9" 2'-4" 2'-11" 3'-7• 4'-2" 4--9' S, 4" Span (ft) 16 20 - -- 24 V-0" 1'-0" 1'-0.1 1'-1" 1'-1" 1'-1" 1'-2" 1'-2" V-T' 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" T-2" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" T-11" 8'-11" 1'-2" 1'-3" Z-5" 3'-T' 4%9" 5'-10" 7'-2" 8'-4" 9' 6" 10'-9" 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 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc 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 ' STEM FOUNDATION `✓ \ ���\\\ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap ;, Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements VO.6 X Joist " depth r1t . I -JOISTS BUCKETS N.T.S. GRADE a REINF. SEE PLAN (2) #5 REBAR A/C =HASE4" 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 PLUMBING LINE PVC OR SCH40 SLEEVE WJ =11� �-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE PLUMBING LINE PENETRATION a A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE Fr a ' .e 4 G �a' Al dv G A — — - _ e n tA c •. 0 SEE FND. PLN. SIZE & REINF. i/ rtr fE�rrrpt� ,XO • v ti(0 • •� Q 0 .' a •. Q.�� ,�'•'i�OFESIwSiON 114:1 /-r�N\ 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. N$ E it pp O g 8 N N iR „$J NLL 0 rn J # y rpn �LL a n 4 r6 W rLu a J LL U. s o Z �zCr r o 5 C M 5 lO W co J o N Z 0 h Z IL IS Z N 12 oc¢i 1_. I' W cD R V z N � z J (1) z 0 C1 � w � .0 o O g N w 8 zr Q Y N dA C13 C. W Z a U_ QE E O wo ��� ���e F >o C', rs _ U oa o 0 Z O N � az ao <o 1z az �� d - ro C/3 Nm m0 0 QW Z g0 gz O az W02 CL U � w omizla z F LD E� J nL, � W \ m •— c C7 co J N a o ca U Cfl N d" ■� = cVLO T CD C) � N T M `"- d M CN y 0 o ? z E E v R c d U JOB NO : 20-6582 SCALE : AS NOTED SHEET NO. S N 1 m" .n n ._.. ••- . L I �.R. _ I _.ALL. _I I ' 1 n1>n I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 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" 0'C• CEILING & 8" O.C. WALLS I INSULATION PER — I CHART ON FLOOR j PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS —\ HGT. FOR WALL HGT. :5 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & ci @ 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 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH > 4:12 L> e (2) LAYERS TYPE I OR TYPE II 1 e (#15 OR #30) UNDERLAYMENT °i . C FOR ROOF PITCH 4:12 OR LESS. fr '- e PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 1 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 NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 INFORMATION. ALUMINUM DRIP EDGE 7VIF 7�F 7VIF II II II II 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ " BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)1Od NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 211x S.P.F. (OR EQUAL) STUDS @ 16" O.C. J 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.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 70/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS = 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND T (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE `' ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ ATTACHMENTS 2�� x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH 0 31/2" MIN. 31/2" MIN. ° z ° ° ELEV.-0'-3 d 1/2" ° ° ° ° ° ° Q > e > P e A.F.F. 2x4 CONT. d ° ° ° _ • e ' — — 31/2"(min.)- 4" 1/2"(min.)- 4" 4. GARAGE DEPTH VARIES ° ° ° 31/2"(min. -4" —1=111I— I — I in E 9 (2) #5 CONT. 4' ' ' V-4" (2) #5 CONT „ . 4" U.N.O. MIN. U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL 0 STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. i W - P�11 SsGVK M EE SOFFIT SHEET LOAD BEARING OR Zx STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 10 �/ cc� EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS () @ APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL STUCCO FINISHAST C.26 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR G/S3 FOR ANCHOR N LAYERS TO THICKNESS 7 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON N w/ C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT x BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8 THICK. K.O. BLOCK IL (10)10d NAILS �8" (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL PLATE W S 2x P.T. PLATE 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 SPACE ANCHOR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS - "' 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2" x PLATE ARCHITECTURAL FINISH TYP. i ! ASSUMED FINISHED GRADE _ ° PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W) 9- 44 LAP SPLICE GRADE 40 MIN. Fy= 40ksi xe ° 1x2 PT WD FURRING @ 24" O.C. - ' FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a- (1) #5 VERT. IN FILL z M > 0 25" MIN. LAP [30" MIN. LAP]i — MONO OR STEMWALL g 1/2" GYPSUM WALLBOARD ° M CELLS (SEE FOOTING MONO SHOWN ° D LU U.N.O. D oo p P e oo �- FOUNDATION PLAN FOR CLARITY ° D _ _ _ _ _ 6 MIL VAPOR BARRIER ,. R 1 7/8" FOR LOCATIONS) D ° D 1Ei I lEl I IEI 11EI IEI I IEI N z #5 REINFORCING BAR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 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#) c E 6x6W1.4xW1.4 = WWF OR FIBERMESH T e n RI, 1x4 P.T. BASE NAILER D ° III=1 I IEI I I=1 I=1 I I=1 1= ? #5 LAP SPLICE (2) #5 CONT.�- 4"x4" INSPECTION I=1 I I=1 11=1 11=1 11=1 11=1 I • NOTE: D :> III=III—III—III—I —I 1- N o ° ' 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL IEI IEI I IEI I =III=1 I I : T 95°!o MODIFIED PROCTOR ASTM MIN, 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ r M AT GARAGE CONTRACTOR I I I=1 I=i' -1 I=1 I I=1 I=1 1=1 11=1 11=1 1=1 11=1 11=1 1=1 I I ,I I D1557) — MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -� I =III- =1 I I=III=III—III=III=1 I =III=1 (=1 I I=III- 4 1-4 MUNICIPALITY. CURB DUE TO SLOPE I„III ill II III I I I I III=111_ CONCRETE SLAB W/6X6 11 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL _ 1 11 SLAB INFORMATION. y r •■ 6 Z M • [ A 2 6x6W1.4xW1.4 ■ o0 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► z min. 4" r BARRIER ; 1 1 1. ... . 1. ... Ill� • A ` D • r a FIll Ill I COMP. SOIL. • (COMPACTED TO 95% _ MODIFIED PROCTOR ASTM D1557) 3^ MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4. V-8" (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS = PAVERS iTf 4. 4" _ r M SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1 " (1 STOW / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE:3/4"=V-0" S3 GRADE #5 REBAR w/ OPT. YRE I�ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' O.H.D. RECESS E = Ch . � A i. °o :'. 4" .^r SEE A/S3 OR J/S6 — I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 S TC RY) TC RY) GARAGE DOOR SLAB RE ESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'4" J CONT. BEAD SEALM INTERIOR ate. -3 1/2" a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m a E_ F_ : — M 6 MIL VAPOR T — BARRIER IRS 36" MIN. LAP [36" MIN. LAP] (TYP.)ON 3" CHA8- 1-4 8 xx/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 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1 . RECESS FOR WW OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° TOP OF BEAM & LAYOUT DESIGN - - • •d '' c. (V er SEE ROOF PLAN c — a: ' ° ° (2) HTS20 FOR STRUCTURAL BEAM SIZE & N d [ CONNECTION INFO M _ • • . ° 8 • ,I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ Zl PLATE „ SEE A/S3/J/S6 g 7ns" MIN 7/16 O.S.B. SHEATHING 8 o.s.B. Z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 I ¢ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q > w 6x6 P.T. #2 SYP SLAB INFORMATION. o w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O'C' PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS s TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN co CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS co GRADE a ° FILLED SOLID (SEE PLAN FOR =_ __ __ _ ° a = M 6 x 6 ffl A x Wl A N `WWF OR FIBERMESH ) ; SIZE AND REINFORCEMENT) c7 � l=_ w o a ;III= I —I 1=1 I I —III ° ° • 1=III=III= —I = =1 I= I w I —III —I I i— U 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 BRICK PAVERS or SLAB PER W W p o `" _ =1 IEI • • °• —_—_ - z z COMMUNITY SPECS _— `_ U) — ° — -- `' ¢ =i 11=1 1=1 1=1 1=1 I I I=III—I I= FOOTING l l l l l l l l l-III=III—' BEYOND ti .. ,•. l l l l PAD REINFORCEMENT 3" MIN. CLEARANCE v••'� a :� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH • ,•. P.SEE CONC. PAD INFO. SCHEDULE TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 314"= 1'-0" SCALE: N.T.S. S3 tii �`�,�titttiltttli6il RO W 0 CV f•' F L Ong o �OFE;SSIO`I � \1 \xo 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. a acD o 8 pip 8 NNE 0N N m Li cy, ILL - a r'n'r-LL#a LL N M M W N W ILL! Z 0 M LL ILLd CL W _0i a°o 'Con W _j ILa OD N V W NZ .Z O J a ° 0 o00 z Z n Q J N v z .o LL �OLLj �s W L = C U) r. Q Q N I o M Cl) z O w zZZ Q � oo E U z�s W Wa Fm 0< O C g! °� woZ w z °' g o o �w IZ V a W 3 =k CZ. �LL Z a� t O CC)5-5 ° 3 J �Ncm W '> c f° O CM J Y O m +, N T ■ CC CD = C-4 ai T O = � N r M T 0 L' N CM y rn o Z Z E c a U _j Q p JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. S3 (MONO) r r a m ree.� er n�11rU1ROrururr 'rr"�rrfylPCrl�f I I I I _ 1 I I I I I II ` I I I I Jill fI!t *�� 3 m 4 v G 0 J LO 1 N Ni rz v 0 0 i i 0 3 a N N FL 0 c� U0 O 0 v 0 i a v N N rn .°.3 S N N rn S (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 SPACED EVENLY EV EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE —� INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. ';' SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d ! (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3)10d NAILS ++ + CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/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 W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL 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. GL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT q 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK ( W/ NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) r<5 FOR CONCRETE PLACEMENT 1 • • � 1 ����� III ■■�'I H1■■ NOTES: 1D FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 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 G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9112" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J a w T 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. a e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. r'l'vi S4 Ohv N 2x CRIPPLES @ ---' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --� O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" ' -BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL -BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE NCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a iARAGE IOOR (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 1_� 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 OR SIMPSON HTT4 TYP. Op F���G U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SIMF SON SP2 w/ (12)10d NAILLS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/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 C 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 LMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOF TRUSS 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. kTOP OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 50% OF TOP PLATE WIDTH INSTALL SIMPSON 16Z w/ (12)16d NAILS 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4gy�PLICE STAGGERED \ -10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 -, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 .r NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE Cii � 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. FSTAGGERED 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)1 Old NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 11/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# 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 C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl 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 rN SCALE: NTS S4 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 a I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0' O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM o / 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. S4 tt\t116tEPttld 1h,�i �'it0 W ''ve, `\ ' c, tiro fa FLO '��1f�4ROFESS\O�r �\ �`'rll6fl Ft t t t \` 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. H Q E cc pp. N it N 0 FA 0 0 w ^� �� rn W ni yn '12 LLLLa Q 13 QjMM W h JLLLL a a Lu " r- CS 0, O �. 0 0 :e N m (O 02, za Ci Ln "Q M Z O z = N Q U H OU ono W R M -'L N cn Z iZ Ck- to - N Z BCz CD o U W Q A l° 0 W s N = L U c a 0 12 c coi M z EO � �°Za wwao�0 >oWw§ E VQF a�z - C6 8 0 oo N L Fz oZ Z M rj C 0 mi F0 oLL 2 J a ° z rn a g �u a W CL �LL y w o W- _ L. I U In W M O M LPL .-� O m U CO ♦"' T� CD 0) d' = CV T O= N CD r M rn r E M Z z C E Q E y N a U � Q p JOB NO : 20-6582 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 SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. �� NAILING SCHEDULE FOR 2x4 SEE STRUCTURAL NOTES 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. 10d x 1 1 " A SHEATHING DETAIL OUTLOOKER SP6 FOR 2x6 WALL USE 10d x 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR •' 77 FIRST FOUR ROWS OF „ 45° t 24 MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING 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 "L" SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" O/C 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) 8d 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 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM ATTACHED SNAILS THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS 6" O.C. wl 1 @ 6 INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" 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. Z"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & 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" m 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 TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH NOTE: IF EMBEDDED STRAP MISSED VERTICAL O.C. MAX) w/ MIN. ri GABLE WEB SECTION SECTION EMBEDMENT IN KO BLOCK 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SP8 FOR 2x8 WALL) 7 L SEE STRUCTURAL NOTES OUTLOOKER .7 AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD N. 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT EACH JOINT W/ (2) "L" BRACE TO EXTEND TOE NAILS @ EA. END 10d & (2)10d TOE ; AT LEAST 90% OF WEB 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 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS 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 W1(2)16d TOENAILS 2x4'?" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4 xl 1/2 ) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION SECTION 4 3 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1 OA w/ (18) BACKNAIL W/ (2)16d NAILS 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J OUTLOOKER 24" 0/C ON SHEET S5 FOR SEE STRUCTURAL @ r NOTES AND NAILING TOP CORD X-BRACING, AND TOP CHORD BLOCKING SCHEDULE FOR BLOCKING FOR N INFORMATION `° � ;o SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ -ill 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 go APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2X4 RAT RUN BRACING 2" ' 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 1/2" CDX PLYWOOD OR 7/16" ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " " @ 48" 0/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1Od NAILS @ 6" O.C. G @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2x4 BLOCKING E ES AND 12" O.C. FIELD 2X4O/C w/ CKIN (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 TOENAILS @ EA. END NOTES: 2) 16d 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 wl (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)Dq it 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 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ .a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1063" @ 4" O/C (2)12d TOENAILS ._ EXT. WALL CONN. 9 — COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NG NON - LOAD BEARILOCATIONrD'�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 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" 0/C @ 2"x4 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ("_J� SCALE: N.T.S. S5 t GABLE TRUSS Sul "L" BRACE W/ 10d @ 4" O.0 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. ---------�if—,( CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S`CJ `— MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING SCALE: N.T.S. S5 6" OVERLAP "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 @ 24" O/C (TYP) W7 a BRACING w/(3) 10dx 3 AT = • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL 4 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/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB —J SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE —� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (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" 010" - 3'-0" T-O" - 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 HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4')0 SDS SCREWS TO PLATES (TYP.) GABLE TRUSS `CONT. BEARING 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. y� o C7 a ✓,9 CORNERJACK Y U W Z 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION �Xt�tl�tEf!fit01�/r�, ��```°�e0 wN • •• zz Cj r r 6 J •� F 'O�OFESSV) �\ rr`OrrP/till l itit't��t�i` To the best of the Engineer's knowledge, information and beflef, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code, Residential 61h Edition, Engineer's signature end seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F• E N10� # N 04 m :k T N J# to j u7 W LL G Co N N -cc a JLLtL a g 10 = t�� ao W 2 = UmCS N�°_'°' J o NZ �Ogn z N °" 000 W c-1 v Z in Z� z Q� J �N 2� N M z � o — LL W � a l" O N W N �N r~ _w 016- � N 8 2 & N � M z 01 w ZZZ 4 L� 5� f,Q cR O E U f.-. c -z z ao x z® w¢ 0 0 z�< o E N _ °B o z �z ro C � Q U mf o 2 o' z (� Q% J ° 9 aw Q W zO N aNi 3 d 8' go a ww W U o < �m �0 nL' \W .- c f o M J CN av o Ea U (0 '_ CD T O CD r T CV) o Z E o E 0- U Q p JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. S5 I I II — 1 l 1/2" DRYWALL ix4 1/2" DRYWALL DOOR JAMB (REFEjg'� DOOR JAMB (REFER 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION 8" 00 DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT PROPER INSTALLATION ` DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. TO PRODUCT APPROVAL FOR CAPPROVAL APPROVAL FOR CONN.1 x4 FOR CONN, 5MAX. X 4 ` #5 REBAR (TYP,) 3/4 PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2XO.BOTTOM PLATE W/ 8d @ ix4 P.T. " " LONG X 3/16"m FURRING TAPCONS LONG FURRING FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR (T,P)TAPCON. AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ROWS STAGGERED43-1/4" INTO STAGGERED @ 16" TAPCON @ 16 O.C. & 4 2Xg BLOCK@ SPACING „ O.C. 2-ROWS INTO x.. 1 DETAIL FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH D. 90 HOOK (TYP.) 2x BAND JOIST Wt FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH „ 1 1I2 DETAIL w/ (2) ROWS 8d NALS 3" DETAIL 1x8STAGGERED STD. TOP & BTTM CHORD, AND 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) (T FACE NAILS 10d @TRUSS VERT. WEB 16" x 3 -1/2" PCON @ 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE NOTE: C. & 4" FROM DOOR JAMB (REFER O APPROVAL FOR CONN. 1x4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFERCH END W/ MIN TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w! (2) ROWS 3/16" OTT M OF BAND • TO PRODUCT 4N. x 3-1/2" TAPCON @ 16" 1x4 APPROVAL FOR CO(2) ROWS 3/16" x 3-1/2" O.C. & 4"FROM EACH FURRING TAPCON 16" O.C. & " EACH END w/ MIN. 2" EDGE DIST. ± 2" NOTC @FIRST COURSE SIMPSON HGAM10KTA 12" O.C. 4 FROM END w! 2x8 P.T. ATTACH SECOND PLY w/ ' ` W/ 4 1/4x1 1/2"SDS SCREWS ( ) P.T. AS I Er:r MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I � INTO BAND JOIST & (4)1/4" 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 21/4" DETAIL STAGGERED @ 12" o.c. 3-1 /4" DETAIL ±5" NOTCH WEB AT THE FIRST 2 COURSESFILLED BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRIN.T. SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: 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 SOLID w/cROOUTEs EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1!4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1!2" SDS • 1l2" 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 #) • 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER of RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. .:A' .: FURTHER INSTRUCTIONS.OVERHANG" SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL •� CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. e 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 RECI'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL x (2)10d NAILS @ 8" O.C. OAF 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ TO TRUSS TOP CHORD RygN 1 r-On 51-011 ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. CFNG SCALE: N.T.S. SS 12 + ply PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + BLOCKING AS INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. ROOF SHEATHING ATTACHED + + REQUIRED > ` 10. s „ EMBEDMENT INTO K.) B-B PER NAILING SCHEDULE ALL + TO SUPPORT TRUSS °, . • >: #5 BAR /4 MAX 2'-0" 8" SOFFIT + + .• > 10 • p. CENTERED W! g BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i H2.5A w/ (10) 2X4 SYP s p ` ° . ► • . '► IN TOP o BLKG. &BUCK 1 X 4 FURRING 2X6 TO 2X4 8d NAILS EACH TRUSS • _ KNOCKOUT/ iv •� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONNECTOR ' ; ' MONO FOOTING ( ' ; • ,> PROVIDE 2 x 8 DIAG. BRACE B CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL :s •. ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT 6 z TO BE INSTALLED JDIRT 4'-0" MAX SEE PLAN PRECAST LINTEL °fSaTANDARDBUILT UP PLWD, BUCK - %°: : HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN , TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL • ,w ` '• 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) � 4 MAX. RAD. SCREWS 16" O.C. MAX. OR IF MASONRY @ (MAX. 4'-0") _'� _ � • • - ' , ' , ' BTWN. OSB ARCH FACES Wl 4 10d NAILS EQUAL EQUAL () WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" �, f �• � , � �� , � f � � � �� sk INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSIONrm_N� REINF. PERLAN AND STEMWALL _ B B MONO TO STEMWALL FOOTING SCALE: N.T.S. SS i n SCALE: 3/4"-1-0SS n SCALE: 3/4� � - 1-0 SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREAWITH 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 AM. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER DRILL 3 MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND CAP 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 TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO 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 112" 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" DtA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANELA PER ANCHOR ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g'_0�� EPDXY MIN. 6" EMBEDMENT & Cn SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER \ 3"MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° Xp : w A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o— . -' a Cn REINFORCING AS FOLLOWS: SEALANT r U_ a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;:' D e — p � — g v #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. :' : '° : 6" MIN. LAP SPLICE W/ _ , ° z g EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL FILLED CELL SMOOTH. DO NO FURROW. ° > :° \ c"'.t x5 DRILL 3/4"" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° \ REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. - r H STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS � ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT \ . ° b 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16C WAY COVER EA. SECTION WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND Of A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. „ RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. = SCALE: 3/4"-1-0 SCALE: 3/4"= -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. <n < 014 fsl��/�rf�,pR 0 F E S 510� ,`"rlrrllfELLtttt���\�\ 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. 9 W a O E m r` 8 N cp pp O (J N i! 0m, Q QjMM W N a 0-�� 0 m"r` 0- i o z Leo �00 N(p m m J 0) Z UmW V) T B o a co N O 0< 0 rn N ('�Z WV (aj�� ❑❑❑ Z J a Q) IN — N Z C3 � � U' o u_ 4--� „. � p V O w g V) c N �N w � Er S � °� U • Q Y N W o w M (h 21 ZZZ Q E w� DLL �s Z® E � t— wj aao XU oa wa OOU Z41 C O � a0 @= �� wz N io w ¢ mf o • V 8 Z >� ZC (n J a ° z sZ 3 $� aZ W 3 Uz TO� ~¢ J O yLL ¢= a =3 �~ �O c0 C zla a ov 3 0 �N = J ^L ` \W cc c O t° Ch O ^ m U to e— co o O) .� CV T I LC)= OZo M N T .— E � N M o ? Z E C a U J Q 0 J JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAY N. NAILED ( ) w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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 "I L-1uu `W r._r%%ll 1 I VJ ■YLL.7 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 M IT[ 4 PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. A DIRECTION TYP. —� -----/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE k VARIES W/ 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS "193 SEE ROOF PLAN SHEATHING 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. �;'A TRUSS USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO 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—j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES r2_=r ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _�L —� COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO mk SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE �. W/ 1 /2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. L I I SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE 7 OPTION A INDICATED ON B SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN��j FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A SEE PLAN FOR Alio, SIMPSON MTS18 w/ (14) —� 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 0 0 CORNER n SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ 00) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM --' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �—• MASONRY WALL BELOW: SIMPSON '.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 44. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME 4 RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL s 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 ZSEE LUS26-2 w/ (8)16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---/ L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS \\`��1�\111111 �\""o W N `� P DNS E 6' •.,.. ` Q U i CEO •`�� �••� .,.FLU ROFE sSO�r\������� 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. lu Z E ro pippp' ,O g8 `"N# N LofI o� tlQ! pr32 LLLL a My- LU toLLcaLU Q�uWZ i $' O m m O :3M N fO � 10 ��pjO' _, 0 z N co Z 60. Z OU ❑❑0 z N Z Z n 0 < - N M (n N zC1 � � o u- C/7 U .O Lu 8 �N s (Q .— co U � U o • CD M � O w g E was o° �® Q z E U 9 ro N W? q i 0 U zr ap oa W � U O� i ado WZ w c U NO m� g J wUp sz Qw MN Z o W 12a a V °� as �� LL �z =G �- O O as 0 rra ax co ZQ U� J dN. ^L1 1 c f O M J _lie 04 Q C 0 O /11 m - CAI T— 1q41 co o = N T of O (D N r M E M N y rn o z Z E O y E ei 16 m a U Q p JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. D1 ILT M l"I _ell,!I 11FI 4-11?IIEl._AL1 i. 11 AI IIL--- -._. I 1 11. 1 1 1IN 3 v W. i v CD 0 3 CV 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 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK + 2) SEALANT JOINT 5) SEALANT FROM •, INSIDE EDGE OF WINDOW FRAME ^ WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO/-WINDOWFRAME 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 "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ EATHER JE BARRIER & tARILY SECURE WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER Sq DO NO' BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER 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 Rinvstructions In each detail that corresponds to the numbered items in the list 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 rvl�rnrv� SELF -ADHERED FLASHING DECK JOIST r�.riornlv',a 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 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 JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 4SHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER AZSUBPROOF CAULKING SELF -ADHERED FLASHING FLC OR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) E AM SELF-ADHEF �t 1'-4" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD O� :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A iol 1.1 WINDOW UNIT FLASHING REQUIREMENTS 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 SELF -ADHERED FLASHING intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of EXTERIOR providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish CEMT. FIN. systems, architectural trim and embellishments such as cornices, soffits, and fascias. 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 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 building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual O 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 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER , designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall THROUGH SELF -ADHERED cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with 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 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: 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 g ADHESIVE AS SHOWN) finish or to the water -resistive barrier complying with Section 703 2 for subsequent drainage Mechanically attached flexible flashin s a 00 SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE III �a THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY 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 N� II ACKER ROD A FINISH 9 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/AAMA/WDMA 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. STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Wc� 0 CO 0 N 0 N O 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. W a 9EE'o s, 88 P V N- 4 (0N r- 5n ; TT LL J W M h u. -+ 0. a aj _J u- W LU a Z cc, a zo @�� L;°� 291 m W 7 N N f0 ogQ,� � m ¢q 9W Z 0 N M 4�orn U O J Z Q O 0 ❑0❑ W 2Z Z N M z � $10 z � Q a. � M :Z� -8 C1 U f>3 W "U o 3 c U J E i z�r- � U c (01 • =Q Q N 6 o W M O f L4_ o g� zd K a ceE O H w�z® to oa u _ 0 oa owz Z N �� i �o? ao m� rp N C - c Zz oY �x o Oz rZ Z J g2 (� NN ab g� o W Q� �w 8 w wo L° v N °3 J �N W tM T M c f°CN O M J (D O U CO I.._ m a) rl*- T so M O �T 04 LO O 00 LO T I� O CO (O T rn T E 0 f0 z 7 O E Nl gc a U _J Q a � � JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. W P §f9AW&Wff Mounting Brackets (10 Gaugel 4-1 /2' x 4-1/2' x 2-12" 1`rr Back Crass Support (May be cut to W) See Schedule Ancha r e ' 11 1Right Bracket (16 Gauge) 112" Die. A32S Ga Iv. (Typ•) o 0 � -.� # 14 Self-Drii�nq Screws 10-51r A/C UNt bottom Edge • Hurricane Strap (Typical:3 in front) Washers Front Crass Support Sell -lacking Nuts be cut to W Left Bracket (16 Ga u$e) 914 W-Drilling Screws Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (TYp it.al: 3 each side for hurricane use) SpLs& m>r:.eorm uutru blurs as lanswulast whh a!t t hand orr Ale Brarz Reload sina Drwwft asalll" »pun eegiete sec va Florida Departrnent of Business & Professional Regulation Page 1 of Building Codes and Standards X11=18 Product Approval Application Detail sue. Entmtsr � Im Version Ifianufactilureir Contact Endnaar&Licenn Validateder Vdkkbd Sulpiaritillited FBCAoorovai ilea Revision 2017 Gulf Coat Supply & Mrnufactunng, LLC Eng David Daniel S. Kuhn Lake Borden P.E. 10/1212017 10M02017 10/172017 12M220lr Approved Category: Roofing (352) 49&0778 PE-75512 (334) 300.1800 au ip"sgory: Metal Rooen9 Qg infoulfccestwpply cam Compliancettw Med: Evaluation Report from a Florida Registered Architect or a Licensed Florida iGitl1ImandG%odola Professional Engineer 3-0 Product Model. !earner or Mama Quality product Description Catract Assurance t nmfralon Date Alwroved for Use Anal ID tMZ Outside for Use MVHZ know 3 Resistant Design. Pressure 1 0.032&qud; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aummurn Roof Panel 041122024 No Yes N/A -NIA/ over 15/32&qud; Plywood -108.5PSF 2 0.032&qud; Aluminum Gulf Lok .110.032&qud; Aluminum Gulf Lek 18&quot; Wide 04/122024 No Yes N/A +N/A/ Rod Panel over 15/32&4rd; Plywood -116.OPSF 3 1&quoL 24gs. Gulf Snap 1&qud; Gulf Snap 24 G& 1786quct; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15/32&qud: Plywood 4 18,quok 249s. Venal oc 1&qud; VerseLoc 24gs 16.5&gud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15732&quota Plywood -138.5PSF 5 1&quota Versal-oc 0328qud: Aluminum 1&qud; VarsaLoc min 032&qud; Aluminum over 04f12/2024 Yes Yes N/A +NW 15/32&qud; Plywood -101.OPSF 6 1.5&quot 24gs GuN Sm 1.5&qud; Gulf Snap 24ge. 16&qulot Wide Roof 04/12/2024 Yes Yes N/A +N/A/ Panel deer 15/32&quak Plywood -1 16 OPSF 7 1,58,quok 24ga VrsaLoc 1.5&qud; Versaloo mkt 24ga. 16&quct; wide Root 04/122024 Yes Yes NIA +NW Panel over 15/32&qud; Plywood -123.5PSF 6 2&quoC 24gs Megal-oc Min 24 Ga 2&qud; MegaLoc 18&qud; wide Root 04/122024 No Yes N/A +NW Panel over 15132&qud; Plywood -!Ga-5PSF 9 24 Ga. (Ulf Lok Min 24 Ga. Gulf Lok 16&quct. Wide over 15/328,quot 04/122024 No Yes NIA +N/AF95.7PSF Plywood 10 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seam 16&quot, Wide Roof Panel 04/122024 No Yes N/A +N/AF93.5PSF over 10 Wood Puriins over 151328,qu0k Plywood 11 24 Ga. Gulf Seem Min 24 Ga Gulf Seam, 1 3M8quat; Snap Lock. 04li22024 No Yes N/A -NA/ 18&qud; Wide Roof Panel ova lSn2&qud; Plywood '08 5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/3211,qud: 04/122024 Yes Yes N/A -NA/ Plywood -156 5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V CMmp over 15v328quot; Plywood 04/1212024 No Yes N/A +N/IV-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 1x4 Wood 04/12/M4 No Yes N/A +NM/ Purlins over 15nUqud; Plywood -15&SPSF 15 2a Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot Wide Rod Panel over 04/12r2024 Yes Yes WA -NIA/ 15/32&qud; Plywood -161.OPSF 16 26 Ge. Gulf Lok Man 26 Ga. Gulf Lok 16&quot, Wide Rod Panel over 04/122324 No Yes N/A +N/A/-63.SPSF 15/32&qud; Plywood 17 26 Ga. GuIfPBR Mon 26 Go. Gulf PBR Rod Panel ter 15/3211,qud: D4/12rM4 No Yes N/A +N/A/ Plywood .154.7PSF Fbdde Depe is lawn of Weinless & Pf>>llessIOnai Regulation Pga2d2 Bulling Codes and Standards 32w'A79 Product App rid App111eaaon Denali AK9 ammEa® 1laboLonap Ammund for Use Amerund In WAff Qd9dil forum luE¢ kund avow gBlan E 9 18 26 GL G W-OR � Go. BRRoof 1 s4 NMOd W2UM Yes Yes NA �2 Plywood �PSF 19 26 Ge. GA54M Nb 26 Oa. GuIP IR war 1541l2&qurk Plywood OV122024 Yes Yes NA .NW -154.7PSF 20 26 GL Ga1PBR fen 26 Ga- Gum am tea Wmd pulls ow 041`122024 No Yes NA +NW 15.0211lgnek Plywood -151.7PSF 21 26 Ge. GLOW awn 25 Ge. G/Ri war 10 rood Peals as 0401220224 No Yes NA +Nat/ 15421116quot Plywood -164 2PSF 22 26 Ga. Gr fir 25 Go. OLMRE ova 15132416geal: Plywood 040`12faM No Yea NA +NMI -1592PSF 23 26 GL Grlfm Mir 26 Ga. G/Rib wM 15W&qmK Plywood OY172D2t Yes Yes NA +NW -150-IMF 24 25 GIL Grp fine 26 Ge. GalufiRi war 10 Mood Pains over OH122024 Yes Yes NA +NMI 1cnT,. ; Plywood .161.ZP3F 25 29 G3L GAM Mb 29 Ge. OLMRb ow tut Word Purina ow 04/122024 No Yes NA +NMI 150364uot Plywood -123-5PSF 26 29 GL GuNM M 21 Cw_ GLOM weir 1'r W&q r Plywood 04M22d24 No Yes NA +rW -146-OPSF 27 29 C31L GUARD Min 29 Ge- Gatti over fail V9003 Parma Wr 04/ =024 No Yes rGA +NMI 71166q¢Q D a& -101 OPSF 28 29 GL GUNM fii126 OL Gu1ti wow 7A6&gLmt O A 0W 22024 No Yes rN4 -"W -11&OPSF Code Vtnlorc 2017 FL & 11651 Applodlon Type: ALL Fwdutd mmmdm •aw .. ALL cabo r- ALL antaeltaar ALL Application atdna: ALL Grraistae Mnot ALL Quality Assuralnae BMW C1MEM a P"* ALL Room ieOQ Iaskebsr a r1r: ALL Product Desalpftm ALL garwalerusee r iMQ ALL Approved for sus outside WWM ALL fisnaeet naaiaat ALL g� pp,� ALL Dub Has ALL Dab o: /Wl ill r� 20 Date Date Pending gg >� >� � >dhasum AW11111011111 I= Approval boom" a" Revision 2017 Smart Vat ProdWs. Inc. 1b.•faei Graham Names F Norro P.E. Locke Bowden P.E 08/172018 08/172018 08232018 ' 008110'8 Approved Category: SOuc er Components 1877. 4414M8 PE-7sr8 (33e) 300.1800 JuloCategory: ProukW Introduces we a Reef of MoQamvM+=cur" New Tedmdogy conytlarce lowbo2 Evaluation Repeo Gioek a Florida Repeae0 Ardilect or a Licensed Fords Pdessidnel Engineer � Aga i Aoerovad for Use Aooroved IOJO�Ii far Use k=a BtaHfaar 21am ! 1 SmotVent Model ll SM510 Dull ruction Flood and Ventilation Vent 12/312020 vas Yes NA+/001.100 2 SmertVenl Model 01540-511 Dual rumwen Flood and Ventilation Vere 12131.2020 "n Yes NA +100/-100 3 SmertVent Model r1540.520 Yrfr4e6e . 9000 Yom 12/31.2020 as Yes ICA +100/-100 4 SmaartVant Model all SW521 badeeed good Yaw I2R/2020 vas Yes N!A +100F100 5 SmwrtVent Modak A1540-524 %&gad. Garage Door Flood VaM 12131.7020 "d Yes NA WA 6 Sr artVent Model 81540.570 Wma Wal M--Is. Flood Vent 12/31.2020 was Yes NA+100%100 7 smatVent Model t1540-574 14 5&ged Garage Door good Vwd 12/31.2020 "es Yes NA WA PY YP r" !` F t - 1 v »: l A3 FL172441 ESR 34 �......_..........._.................._.....-...._.........__.........._..._. 12/31/2020 A23 FL10446.2 ESR-2W6 12/3112020 ........................_.__................................_....._ HD2102 .._.._._....._.__.._..........__._....._...._..._.__...._..........................__.._..........___._._.....................__ FL17232.3 . E5R-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 1--1 -12/3112020, HD212-2 HU216 FL17232.3 FL17232..3_........._._......- ............._..............._. ESR-3445 _. _.................... � _..................... .................. ..... ................................................ -. ESR-3445 12131/2020 ........ .............. _.. 12/31/2020 HU212-2 HU216 FL10856.4 FL10856.5 ESR-2549 ESR-2549 2../..3.112-- 020 12131/2020 -...................__...._......_.................___.........._...._.........__......____._-_._._ HD216-3 ___.........._._...._-HD26 _..__...___.._......................_._......_...._...__..___...._._....._........--.--_.__..__....__...-_.__...___...._-...._..____...._ FL17232.3 FL17232-2 ESR-3445 ESR_3445 .._.....___...._._____ 12/31/2020 HU216-3 HU26 FL10856.1 FL10856.3 ESR-2549 ESR-2549 12/31/2020 12131/2020 HD28-2 FL17232.3 __.........._.._-..........---._..._..._._....12/3112020 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 92/3i/2020 HD412 __.._._......................_........................_....................._..__.._.._....._._...._..............................._............_._..._...._.._.__._........__.._................__......_........_.............................._......_...__............._..........._..._._..._._...._._.. . FL17232A ESR-3445 12131/2020 - HU412 HU610 FL10856.9 FL10856.10 ESR-2549 ESR-2549 12/31/2020 .12131l2(120 _.___.._....._HD610 _. __._......_ HD0410 .._........__............._FL172324__...._.......-.__-- FL17241.7 -._.__._..._....---.-..-.--.-._-_ESR_3445 _._.._..__ ..-.-_-...._..._._.._.. ESR-3444 _12/31/20�20 12/31/2020 HUCQ 410 FL11468.11 SIM200804 -12/31/2020 HGA10 ... -.......... _._._._..__.._._........................ FL17699.1 Evaluation Report„_.....__._.._._._....._ 12/31/2020 HGA10KT FL11470.4 SIM200803 12/3V2020 _. HGAM10 _..-._............_.._..._._.....-.._..._. _....__...._..._..._._ FL17699.1 ....._...__.._._....._......I....._ .._._. __._._...._......._.... Evaluation R art 12/31/202D HGAM10KT FL11470.4 SiM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 1213IM20 HTA16 FL17680-4 Evaluation Report 12131/2020 HETA16 FL11473.5 SIM200802 12131/2020 .................. HTA20-18 FL1768.4 Evaluation Report _...__.... 12/31/2020 HETA20 FL11473.5 SIM2008M 121312020 HTT16 FL17324.2 Eao 12/31/2020 HTT16 FL11496.1 ES-0130 12/31/2020 HTT45 _...FL17324.2 Evaluation Report 12/3112020 HTT22 FL11496.1 ES-0130 12/3112020 ..._........_.._........._........._......._-....._..... HT1Ni6 .._-.........._._......................_..........._...._....._...__....._....._........._........_.........._...... FL17244.8 -__..._._.._..........._..........__... ESR-3455 ..__..__.._._ 12l31/2020 WS16 FL10456-22 ESR-2613 _.. 12/31/2020 HTW20 FL17244.8 ESR-3455 12/31/2020 HTS20 FL1045623 ESR-2613 12/3112020 24......_ . ..... .._.... FL17244.8 .......... ................._........... _...._._..__..... ......_...._..._.._.......-_......-.- .... ......... ESR-3455 _.... _ .._....._..... 12/31/2020 HTS24 FL10456-24 ESR-2613 12/3112020 HTW30 ............. .- FL17244.... _..................................._.._._._....- - ._... _ ._._..._.._..._..._._._.. ESR-3455 - ---- 12/31/2020 HTS30 FL10456.26 ESR-2613 12%31/2020 _....._..---.-.-.---.._...._._._.-----.....__..__.._.._...__._._.__.__...____._....._......---............ HTWM16 - _..... FL6223.2 ..................'_._. _._..._.....................___._.___.-._.___._._..._._..___......_..........._..._........._..._.._._ Evaluation Repot ...._._.____...._._... 12/31/2020 HTSM16 FL11473.11 SIM200802 12/31/2020 --HlWM20 FL6223-2 Evaluation R ort 12/31/2020 HTSM20 Fl-11473.11 SIM200802 .12131/2020 HUGT2 FL6223.3 Evaluation Repot 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 _.__......Evaluation Repoit 12/31/20201 HGT3 FL10456.19 ESR-2613 12131/2020 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-11,4 ESR-2549 12/3112020 HUS212-2 FL17232.6 ESR-3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 12/3112020 HUS26 FL17232-6 ESR-3445 1213112020 HUS25 FL10856.11 ESR-2549 12/3112020 HUS28 FL17232.6 __._. ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/3112020 0 HUS28-2 FL10856.11 ESR-2549 1122.-./133111I 2200__-20 -HUS28-2.._._._..__....__....._...._......._..........._FL17232.6_._. JL24 __. FL17232-7 _......_........._._._.._.._R........_....._..._..._..... ..._.._.__._._....._.. ......._...._......_.._.._........_..__...._...___......_._._...__...._...._........___.._...1......2..../-3_......_1..../..._.2._..._0.__2..- 12/3112020 LU24 FL10655.103 ESR-2549 12/31/2020 FL17232.7 ._.__..-...-..__-._.._............._......._................_....E_._...__S......_R....-...34.....4....__.5....._. ESR-3445 12/31/2020 LU28 FL10655-104 ESR-2549 12/3112020 ... _.._............._S.02_......._......_............ _............................_.........._..........._17210...._............._............._...._.._...__.....-...................... ._...._....._......_._.._.......__._..._..._._._. FL1723ZIl ....._.... ................. _.../ESR-3445 123112020- WS210-2 WS24 FL10655.107 FL10655-109 ESR-2549 ESR-2549 122020 _...................... S26--...._._....._.._..___.....__........�'R23211_.....__._._..__......_........__......_......_._....._.........-......ESR-3445Y_._.__._..._.._-..__.............._..._.....12%31/2020 LUSZ6 FL10655.111 ESR- i49 ..-12/31/2020 _..._........._.JUS26-2___........_....._...--..---._.....FL1723211 ............__.... _...._.._...-.._....._.._.............................................. _. __.. _.._..__. _._..._...............__... ._ ... _ ESR-3445 u 12/31/2020 LUS26-2 FL10655.112 ESR-2549 12131&2 6 JUS28 FL1723211 _. _. W _ ................_ ............ _......_ ESR-3445 12%31/2020 WS28 FL10655.113 ESR-2549 12/31/2020 JUS46 FL1723211 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12131/2020 KLEG3 FL17241.15 ESR-3444 12/31/202D LEG3 FL10667.71 ESR-2615 12/31/2020 _..._.....KST260 _._._....._........ _._...--_FL17244.15 _._...__.._._._.___._. ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 -LSTA12_._.._............ ...... ..................................... . _. _. _. ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/3112020 LSTA15 _ FL17244.18 . _.. ESR-3455 - _._..__. _........._........ 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2D20 LSTA18 _._......_..._. _ .. FL17244.18 _... ESR-3455 12/31/2020 LSTA18 FL1oo52.4 ESR-2105 12/31/2020 LSTA24 _LSTA30 FL17244.18 FL17244.18 ._._._.................._.._....._._.........._._..._......._..._._..._..._..._.._._...................... ESR-3455 ESR-3455 _......._..._...._.......__._..... 12/31/2020 12/3112020 LSTA24 LSTA30 FL10852.4 FL10852.4 ESR-2105 ESR-2105 12/31/2020 12131/2020 --.__._......_._..LST..........__............_._..__...._..........FL17244.18 _......._._......_._.....----_..__ .. .............._._. ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 .............__.__.__._ _...___._......._...._. LTS19 -___._..__..____.._. _.__.__._. _. FL17219.2 _ _.... ____.__.._..._..............__....__.___......_..._.._._.__._.._..__._.........._.._..._.........._........_----.-----._..... ER-0200 12/3112020 LTT19 FL11496.3 ER-130 12/31/2020 LTS20B LT1131 _..--_ --_ - _-_......._.....__..._.. FL17219.2 FL17219.2 __.._......_....__..._......__...._......_......_..__.........-........................_......._......_........._._.__....._.......... ER-0200 ER-0200 _ _ 12/31/2020 12/31/2020 LTT20B L17131 FL11496.3 FL11496.3 ER-130 ER-130 12/31/2020 12/31/2020 ._.........._........----...._..__..__........................_.._....._.__.....- LTW12 -._..._...._...... -........__._._._......._..__....._..._.......-......-..._.__._........._...-_.._..._......_._..__..._--.._.........._......... FL17244.8 ESR-3455 _._._......... ._... 12/31/2020 LTS12 FL10456.29 ESR-2513 12/31/2020 ----..._......_. LUGT2 FL1724U2_.................._...........__...._.....__. ......._...................._..__..._...- ---..-.........._........._.._................._..........._.... _. ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12131/20id" MP3 ........ ................._.........._..........._ .._....- 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-28W 12/3112020 MP4F _._......_............------..__...____..._._........_..._....._......_.........--.----•--.__..._ FL1724424 ..............-_..__....._..------_......._.....__..---_.__.__.___..__.___.___--.----_...__..__._._._ ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 12131/2020 MP5 FL17244.22 ESR-3455 ____._.._ _..___ 12/31/2020 LS50 FL10446.16 ESR-2606 -12131/2020 MPH3516 MSTA12 FL17240.3 FL17244.18 ESR-3447 ESR-3455 12/31/2020 12I3112020 wmW6 Ili FL10667-86 FL10852-8 ESR-2615 ESR-2105 12131/2020 12/31/2020 MSTA15 ..................MISTAi8................................................FL17244.18................-__.._....._.............................._.....__........_.__........ESR-3455.._.._...._.._._...._...............-..._.....__...... FL17244.18 _. ESR-3455 12/31/2020 12/31t2020 MSTA15 MSTA18 FL10852.8 FL10652.9 ESR-2105 ESR-2105 12/31/202D 12/31/2020 _ ......I........ _ . MSTA24 _. _. _. __._. _.. __-....._..........__.____ FL17244.18 .._..__.__._..__._......._.._................._______..._......___.-_._._._...-_____......._....._....__..._ ESR-3455 ..._.._.._..-................_ 12/31/2020 MSTA24 FL10852-9 ESR-2105 12i31/2020 ........ - - -...._.................._._......_..._.._..._......._........._.__...._._............._._._ - - MSTA36 ... __......................_..____....._.._.._.-...................._....._.............._.... MSTC40 ...--- FL17244.18 ..._....................................._..._......................................................__......_..__..:......_...._......_.._..._..............._._._....._._..............__... FL17244.26 ._._..............._......_._- ..... _._... _........ _... ESR-3455 ESR-3455 .. _....._..._....._.._. 12/31/2020 ......._...:.....:.................._... 12/31l2020 MSTA36 MSTC40 FL10852.9 FL10852.11 ESR-2105 ESR-2105 12/3l/2020 1213112020 MSTC52 171-17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 _MTW12 FL17244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 1213U2020 ._..........._....._......_.__..._._._..-....._.._......___.-._.__.._....____-_._..-._._...._..._._........_..___._ MTW18 FL17244.8 ....__...._......_...............__......__.._.._.._.__...........__._._____._._._..___......___...-_.......__....__.._____.._._..-._ ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 ..... MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2513 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 12l31/2020 NFIu135Xi2 FL578.2 Evaluation Report 12/31/2020 MBHA3.56111.25 FL13904.6 ESR-2616 12/31/2020 ................_...................... --NFM35X16U ..... _.............. _..._................ _... _..........................._................ FL57&3 ........ .._...................... ...._...._....._....._.._._....... ...... ...... _........_.-.-......_.........._........ ........_.._.................._....... Evaluation Beeort --- 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31l2020 PAU44 ........____...__._.._._...-_. FL17239.13 ..___..___-__.._.._....._._..__.__...__......__...__............_.._._...._.._._..f_...._......___._..._..___......_.._....._..__..__._._.......__.._.._._._..___ ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-ZM 12/31/2020 _____...........__ PAU68 FL17239A3 ESR-3449 -.._.._._......._.._._. 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12131/2020 PHD2A _._._.....__.._._...___._._..__...._ FL17219.3 ER-= 12/31/2020 FGTR FL11473.2 SM200802 12/31/2020 ............._.._......._-. PH)413516 _ _.........--•- -- FL1T241.20 ._.._.._._.._..._................_--- --- --- .._.......... - - .... ESR-3444 - -- - 12/3112020 CS16 FL10852.1 ESR-2105 12/31/2020 RFUS _....... _..._......._.._._............._...._..._....................... RS150 FL6223.5 _............._.._......._.__....._.._..._._.._......_.._..........._..........._. FL17244.27 Beluation Repot _.._........._-................_......_._............-......_......_..._........................................................._.__...._..-.....___.._....._......._._..._.._ ESR-3455 12/31/2020 12/31/2020 H1 H10 FL10456.5 FL10456-6 ESR-2613 ESR-2613 12/31/2020 12/31/2020 RT15 - FL17236.3 _... _ _ ESR-3448 12/31/2020 H10-2 FL10456.7 - ESR 2613 12l31l2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10455.14 ESR-2613 12/31/2020 RT4 FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 12/31/2020 RT5 FL17236.3 ESR-3448 12/31/2020 1-125 FL10456.11 ESR-2613 12/31/2020 RT7 FL17236.3 ESR-3448 12/31/2020 1-12511 FL10456.12 ESR-2613 12/31/2020 RT7A FL17236.3 -34 ESR 48 12131/2020 H8 FL11470.3 SIM200803 12i31l2020 RTSA FL17236-3 _.._......._.__................-......__.._.._. ESR-3448 _..._y........_2020 12/31/2020 SP1 FL10456.41 ESR-2613 12/91/2020 SP2 FL10456.42 ESR-2813 12/31/2020 _........._._.__.._SPT22____.............. SPT24 ._...._._..... _._..._FL17244.30._._.................... FL17244.31 .............. ............. _...._............._..... _...._ESR3455_....................... ........................ ESR-3455 .._12/31/2020 1213112020 SP4 FL10456.43 ESR-2613 12/3112020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPT8 ................._..__._.__ FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456-46 ESR-2613 12/31/2020 SPTH4 SPTH6 ..___..__._____...__._..___...._. FL17244-32 FL17244.32 _...._...-.----....---..--.--_.._.__...._....__.-_._._....._._.._.._.____...__._._..........______......_._..---..._._._._...__ ESR-3455 ESR-3455 12/31/2020 12/31/202D SPH6 SPH8 FL10456.47 FL10456-48 ESR-2613 ESR-2613 12131l2020 12/31/202D SPTH8 .................. -- - --.....__.............__._..._._.._. R-17244-32 _ .. ESR-3455 12131/2020 U24 FL10655.141 ESR-2549 12/31/2020 SUH24 -_......_................_............._..__..._.._...._._.. FL17232-13 -.._.....__..._...._............._....__._..._..- ESR-3445 .... - 12/311202D HHUS282 FL10655.3 ESR-2549 /2131/2020 THD28 FL17232-16 ESR-3445 12131/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 ...................__.._..._......__.____...._...__..._......_._.._._..._.__......._........._............_..........._.._..._...................._........._........._...---......................_..._..._..._.._._........._......_._....._...._....._......._..._..__._.._........._.._.._.._..._.......-.__ THD28-2 FL1723216 ESR-3445 12/31/2020 HGUS5.25112 FL11468.11 SIM200804 12/31/2020 THD410 FLIT232-16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 R-17232-16 ESR-3445 12131/2020 HDQB-SDS3 FL10441.1 ESR-2330 12/31/2020 _THD612 FL17232-16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31M20 THDH414 .._........._.....__.......__....._..__........_F.:_._._..._................._.._....---.... FL1723217 ESR-3445 12/31/2020 MSTAM36 FL11473-19 SIM200802 12131/2020 _UGT 5 _._... _..... ... ... -....__.._..._...._._........_............._.......- ...................._...._...._....-----......._............_....................--_...._......._............_.._..__......_.............._..........._.....-............_........-.. L2033.1 --.._.. ----...._....- Evaluation Report ...--- -- - -- --.._..-........_._... _._......_ 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/31l2020 --._.-._...._--.... 12/31/202D HHETA20 FL11473.9 SIM2008M 12/31/2020 - _.................._._._...___..._.__...---._................._ _..._......._. - ._._._..-.-----_..._.-.----...._....---_ER-0200_....._..............._...__..._...-...__.._._ - LGT3SDS25 FL11470.7 SIM200803 12/31/2020 __........____..._..._................._....._......_.._._....._..............___..-...._...._.._.................__...................-_._..._.............................._...._..__-................................ - - LGUM26 2 FL11473.12 SIM200802 ........__.........._._.._........_ 12131/2020 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 they will be utilized on the constnution project for which you are applying for a Categorl#Subeafegory Manufacturer Product Description Approval Numbs Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-classic and Smooth-Star(NON-IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-classic and Smooth-Star(NON-IMPACT) FL20461.6 +67.0I-67.0 psf 12/31/ 2021 ThermaTru Flrber-Classic and Smooth -Star ON-IMPAC FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star ON-IMPAC FI20461.14 + 67.OV-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15 5.5 22 +67.0/57.0 psf 12/31/2021 ThermaTni FiberClassic, Smoothstar, ClassicCrelt, Rustic FL7640.1 +67.0/57.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 8X7 FL15279.37 +30.0/T2.0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W5 16X7 FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors WIS 8X7 FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W6 16X7 FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Dldsion ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see inst she 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-65.0 psf 10/8/2023 PGT Series 55M FL239.7 7/30/2020 B. HORIZONTAL SUDER Ml Windows and Doors Series 188 FL15351.1 +40.0(-50.0 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 WA 12/31/2020 2/31 2020 PGT Series 5500 F L261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building.. Prod. _ Cem lank Lap Siding and HardlePlank Lap Siding FL1 19 .1 - F 13192 3 2 L .2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented SofAt FL15272.1 - FL15272.2 +70.0/ 70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underla ent 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 WA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FI21580.3 WA 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boras Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boras Tile Sax orry 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply u3 Manufacturing, LL 0.032" Aluminum GuflLok 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 Stone Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Componerts Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Untels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Untels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the Inspector on the jobsite; 1) copy of the product approval, 2) APPUCANT SIGNATURE DATE CU CU t p� U L L- O Cf2 .En CU U -p CU 0-0-0 O 0 !2 L _O Ca � C:) O �--e U- y.._ - CU � Q N .0 O ._ C Q U) CD E CD V J CU M O CL CL L� U O W U ICU M O M Lrccu Gn' Q z J J Z Q J a SHEET N0. PA 1.0 4 Florida Department of Business a Professional Regulation Page I d8 Florida Department of Business & Professional Regulation Page 3 of 6 Building Codes and Standards y,92o,e Building Codes and Standards 12012/2018 Product Approval Application Detail Product Approval Application Detail Quit BLS {ills 20 2ltaha2&U gty QdE 210E Otis P-M., adt ).>mt ymNO [ Lethal Enal.+r„ lLln,ua YNlastsd By VNltla[.E §yymt(ad JERI aE mni CIE I= Vididated Sybm(jfd FSC Aeanwl Iwo Revision 2017 TMrma•Tru Cogadlon Rick VAI9rs L7rw.. F. Sc aaw PE. Ryan J. Kkly. PE. IO LIM17 07112TJ017 10/182017 12/122017 AppmNed R.Ad. 2017 Therms -TM Capwdbn Rkk VW#d Lyndon F. SdNid, P.E. Ryan J. King, PE. 12n32017 17A32017 12212017 0211312018 Approved Category Easier Dods (419)298.1740 PE43409 (813)767-UN Cstepay; Exterior Door (4t9)298.1740 PE-43409 (613)767-6555 Subcategory: SvAgep Estwkrp subCetpery: a� • Compll— Method: EnJudon Report from a Cam CrnP9mce MN�d: EEnkok l Repo from Co.W Fbdds Registered Archled or a Lkrlsod Florida Fbses R.Odred Arched or a Lkmsad Flonm Ptolemlonal Efigimar PnNsflorW Erglnsar glatlOLataptlg Ab.rowd far Use AMmndfar Use lalal 211LIn F6609149 Pmtrda Ouailty Assurance _ Apmavad for Use A—md for Use [,am Deal- AIL9 ProduetYedN.NumbrrNrtlsPradmit Descriaticm At= Owsid,R09 failure PiMWM !me Prod-tM.dLNumb—Name PmduatD—Ioden g egg; OuNMeNVN7 Resident P- 1 a. ThermrTm FEar-CIwsW and Smoah•Slm N-mhw G 19:8 op". 12012010 No Yes No IWA 1 a. Thwm►Tm Flow-Clask rid SmodRSYm NomMm 6&11 QquMNon4mpsd6gwt; Operpw 12131=1 No Yes No WA Compceds Edge FlberyWs Sa1pe Door Cornpustle Edge Finarelms Skob Door Onsw IWOtihwlny: X caspusem) prMllin900ifto g:X Camgurdon) 6 f. Th—Tru Fbar-Cheak end Smoatn-Slr Nomura "09;0 6quotWH ; OPagtm 12131 No me. No NIA 6 1. 7tmm@.Tm FOsr•Clmsk and SmodtrStm Nominal SM9A &9MNWIff* dagmt Op"Iss 17g1=1 No Yes No WA Co imidle Edge FlbareWs Skeet Doer Composite Efts FlberyMa SIrgle Door Omavine)Ol "V; X donaaaMm) On -%WO -": X waft -al" 9 1. TlannsTu Fbor•Cbssk srd SmooNrStar Nominal soaa;e aquatNoMmpadfqud; GM*d 12131r= No Yes No WA 9 L TMnerTm Fbr-Clss slc and Smodh-Stw Nominal U 09:8 &Wo1Nm-Imped&qua; Oland 127312021 No Yes No WA Composite Edge FibergYu SIVO Doo ConposNe E Fes Sga Dow MaNkowswnX cordigoralon) OmwMWoWwA : X caftuMl) 14 n. Thwmrtru Flow-Cbtsk mho SmooaFSta a; O NonWW 8M38A SqumNoMlnped5qSkated tY312020 No yes Composite Edge FWwehon Skies Door; FL Ana hodlal YodN. Nundr r Mama 1 SERIES 420ALUMMM SOD 2 SERIES 420ALUIMHUM SGD 3 SERIES 420ALUMINUM SOD REINFORCED 4 SERIES 420 ALUMINUM EGO REINFORCED 5 SERIES 420ALUMNIUM SGD REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.P 2 d2 IMIN2020 Product DeacrlWm glatiCtA,— Cam Esohfim Dds amtaftvd far Use In NVNj 629am2gaLum BytedElD?2L b" Eedstard 22" PressQ SERIES 420 ALUMINUM SOD OXO 120fl= No Yea No WA 145-3//aguax80sguot: NON -REINFORCED SERIES 420 ALUMINUM SOO OX, XO, XX iPJ312M No Yes No WA 96&quGl:xeO&qua: NON -REINFORCED SERIES 420ALUMINUM SOD REINFORCED OXO 12l312020 NO Y. No WA 145d+4aquot>96aqua'. SERIES 420ALUMINUM SOD REINFORCED OX 12XI12020 No Yea No MA XD, XX 996qu t It966g1w1, SERIES 420 ALUMINUM SGO REINFORCED)= 1213li= No Yea No WA Florida Deprbfara d Busmau & PrdhabrW Regulation BI"v Coda and standards Prddod Approval Anftadon Dsel pap all tmmom KMgW tr gar Egkm glib get 91kh rm go mm Womm am dmbm frond MdMKAUM Imeom NMI" &be" O LAMMM ammo IMI.m I4avbbn 2017 CURRIEDDIsbM4fAADO,11m NatOw U. LLC Ted OMMM. 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ARMY, mmamv Florida Dwort 7wnt of Business & Prof edw Regulation Pap 1 w 1 Building Coda and SterrdWs ,mm,s Product Approval Application Demur atlYI§4k! sub slow am RIM DOLhow go m1 MEMO aalLmrla[ fB11Yi atElEmaalMem MlLrwa mdmm InEaw OfiAMMO aoemaa are Raebm 2MY Tkwn4•Tlu CorppalMn Pock Vftht NPO"Aom6MYE6n& Ryas J. ov, P.E. 121110140117 OW21MT 122741017 Apgwsd Csaaeey:aNr, DOW (410)es•1740 WaO0 Maeda (913)76r4aa a.bCsbawy:aRkplefOMlas DoorNwrimam fm-omtmemNGWal•• Caslparm WfaO Cwaamtlm Mwk or Lbke Gore iiW9t1EMWELM AemLmt{M h m iml), Kan Aix lrre letWELOW&KNihm b oboLRM9mre ,SoEm LamlmumLeme 1. mum godlsl non K Eire i �Tsgedt�4esgm*rem few"Awahmarcby said aW&Vatesea OPOW 00Ob�eed Flaw ire Door vAA 12stmM1 me Ya No WA FlorldO DepartrtrM of Suatra & RobulmW Regulaton Pella, or, BWldhg Coda and stenderda laws Product Approval Application DatWl at1omm mm Mara acmes SMnEEI bd=K Lim m Maiwm Mblddr smart O hoed A®red ANN Raebba 2017 Cbm owft Ploeeob CaapWy Mmk11YMYrI .. . Todkq SaIVNN NA. 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