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HomeMy WebLinkAbout39745 Harvest Creek LnA - ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or RIA or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss 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 KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lev. 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 orT.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Minor 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 orV.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 Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. 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 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8`-8" ELEV. FOR TREVESTA ;. PREVAILING RIC Cry REVIEW T E J t._ PLAN EXAMINE D El 0 p 1:710 7E] I i s I0JElM FE I] 0 0 [E7:1 M D [ E__ I FE 11 ImENN/�R� 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 I 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. <a,0111131lt1i�»n� �0WrV l CD r �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 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 aOD V N CD cp o o Y � c � LL Q ajMM W In Lu Ll LL d d J Y z o o o W IL Z co � NZ �0Ln co M Z N Q U �� ❑�❑ W z N o g z 0 Q � a J - N M 2!Q) �W� C7 0 +� m r.0 U 0 l/N N �, a v N .o f6 r— co U w U zl�•.. o 0 i N rn o W M J Q in � z a � QE oo Y� Z a� z® E8 F— 'Q 2 oa o oU O E N o �< az a <o m� U - C o Y corn o Z >z J ¢ ° z (n cn fl_ oo u U l q W U 3E � �k cD w �o >o CD co o¢ Z¢ a x o U� 2N = ;n � m W\ cc `_°CNI N Q C C) m U Cfl r co rn O Nt 1� N CN r N N t— o Z c E O ,— 0-0 � < 0 _J JOB NO: 20-8075 SCALE : AS NOTED SHEET NO. C S r I N o J r- >00 N m a d v N O J L0 r\ 0 00 s M 0 M H.B. AC .,D 1 CARPET O12'-8" U i - - A c=n, w --- N O o0 w C° FIBERGLASS SURROOUND 60" X 36" A I L ahvvve S3 TYP @ 1 STORY I 16" DEEP PANTR =w OWNER'S �� T ` I SUITE imm 8'-0" FLAT CLG. o b CARPET 1 = m I 2'16 O N (4) 2x4 #2 SYP ~ O j- STUDS W/ USP S3 E HTT4@ BAS00 I - N I 10 59'-4" ® O :III��IIIIIIIIIIIIICIIIIIIIIC��[71111111111[�h��1C1111111111111C11111111 EGRESS BEDROOM BEDROOM 1 1 CARPET .. • - PET - 00 I' 00 I _ 774 4068 13.1- 1 ® � 1 cnba 0) fn = BEDROOM 4 I M OO 8'-0" FLAT CLG. w CARPET 9 8i„ K 2-CAR GAR GE 8'-0" FLAT CLG. FIBERGLASS CL- SURROUND EDGE OF SLAB 2" BEYOND WALL 1 r H1 _ L _ DRYER VENT 5'-0" 1'-7$" 1 G HANS N THRU ROOF BOX @ 36" R&S I S3 - - - - - - -0A.F.F. 7 20'-9„ 9' PT. W OP.T-82-84-36-10 Io i. r -�- 2:12 SLOPE 11 11 I I / I CEILING I �rO ITIL' 4'1 Icvly I I IN I 0 I I II I O �-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - to � O // M� II it PATIO D.W. ; o l o l Li ----J 1 0 ----� r------------, ih FAMILY ROOM m VAULT. CAFE I / CARPETG VAULT. CLG. 7 " 068 30'-0" CARPET 4'-13" 1 ENTRY CLO -j In 0- O? 0? I 8'-0" FLAT CLG. U-- 21'-5" A 37'-8" 35-SH O H.B. L 15' =019 00 t!7 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (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 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38j 184X37i S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 11-12 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38j 26x371 S.H. 11-14 274X501 26x50 S.H. 11­15 274X63 26X621/2 S.H. 11-16 27jX72 26X71112 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37jX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. 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. Ed. 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"C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 0E +26.6 / -28.0 �F +26.6 / -32.2 GC� SEE SN SHEET Q SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. (V TYP. 2x FRAME WALL o INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM T AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV B 1 EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4'=1'-0" GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) i �OE� SwPtt� To the best of the Engineer's knowledge, information and belief, 9 9� , 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. V U)u0 00N (p arp O U N 4k N m tiw °N°u-' ;5 61 J * > 'r ZJ N N U- <L M W W � U_ u- rL a Z O � �N o r- r m w a m m o "a W oLL ��m a b N M Q U O a z U ❑❑❑ M r O O z co z o ¢ s. J tl � N V) z a o L U C-n ,,, a f6 N „. o = .r U w -0i _ E 8l� L =O N N ¢ N 0 O sm O CD JZ w MN O Z < J u CO- E Q E: U<5 w� wo yo oa xo U 00 O O z C,¢z cV d h ~ o 40 wz r L (V (n C _ C Z 0x N8 m � C) oLL zz J C ca- o go 4 U a -L O z W r o O v zl¢ d 0U �N 0 = ^L, m m W m 0 � LL N Q C o m U W � ■T� T i� r I N� M r E 'E N M '� z m Z £ C:) 0 r ,- m d U Q p JOB NO: 20-8075 SCALE : AS NOTED SHEET NO. 1 r ., 0 Co KITCHEN ISLAND HOOD a M 0 CV iv 0 I RANGE 0 0 UjLL==-,gjjLL� Vu��jm KITCHEN 0 M 0 CV CV KITCHEN MIRROR n 0 00 LL=4 - U Lv== c� NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR. VARIES CURTAIN HEAD RODS / ROD �0 z 24" TOWEL BAR TOWEL BAR IN a w ON WALL ABOVE TUB OR SHWR. X TOILET TOWEL BAR a / ON BATHROOM WALL MEDICINE w o i _ SHWR. o . 00 VALVES o CABINET TOILET SOAP PAPER o DISH U 00 - i HOLDER rLO _f o �r pz pz o M d co O> N> O co coco�N M ' N TUB . FIN. FLR. BATHROOMS. SHOWERS AND TUBS OWNER'S BATH SINGLE ROD CLOSETS / LAUNDRY MIRROR I LLI I 1.P1jj1L_ff_j1 11 1 BATH 2 INTERIOR ELEVATIONS 42" H UPPER CABINETS —� 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE 00 H L a C° 0 2x r } LO 00 FRAMING ' r 1 /2" GYP co BOARD — T FIN. FLR. SHELVING CABINETS - 1'-2" Tp O O r M N CV CV FIN. FLR. SCALE: 1 /2"= V-0" i0 r 0 00 0 00 r ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=V-0" DllltfJf/OPj��� `j{ f �O ti v" � ere• e••• • Oon n44 • ?fir. °f"z l�� 11111e�\ 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 - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ;s w I prg Q QE pW oY 8 N 4t � LL ,p O u- J a fA a cNn m w vi LL a a cc LL �oo wo o N m m 'dry ` W W 7 f0 CO CO r0 ¢ �a J p Z ,n V 00 MZ x�LQ N U 0 J a t..: z o00 t W V M � z N Mo O O z Z o J N M Qj t9 0 M a u.r p U 0 W o (n T F— U w J =� _ � d U o c d 0 ® 0 N a w Z co co o LLl- QE E z o 0 Hj y ry Z® oa u _ X O 00 aE clirp L Na1 4 J _ C "0 ° 0 0 z' N C J 10. <w s m �,Z a 3 8<° Q LL aZ v w aLL �3 o a� >0 a CO 5 00114 = L m > 0 c co N m U Cfl � r M z E a r- m` c a E U J Q J JOB NO : 20-8075 SCALE : AS NOTED SHEET NO. 2 0 0 LZ N 0 N O a 0 d M N M 12 5� 12 5� 12 �5 - (+1") 6" SMOOTH TEXTURED BAND T.O.M. — — — HDR HGT. FRONT ELEVATION - B1 28'-0" RIDGE VENT 0.1 — — — — — — — T.O.M. --- — ----------------------— — — — — — — — HDR HGT. A0. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) -------------------------------- ------------------------- 2'-611 1 r_Brr TEXTURED _ CEMENTICIOUS O FINISH ON C.M.U. 00 60 (TYP.) (D 35 SH ----------------------------------------------------------- LEFT ELEVATION - B1 SCALE: 1 /4"=1' 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. ��0�31{1110!@aflO�A�! 0 Wry •e 0 E E S S t 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. W W m Q _ v EE co r" W `� N 0 N O O �p Y ti 4) # C LL N s fir_ LLJ a LL M M a aj W Lu LL LL a a X Zm J e 0 1 a' W o � m ao U) ¢ J W Z CL' 00 d iroL N MZ V 0 3 ° Z W ❑❑❑ z N M o g z Z n C� Q cl- V) M z Q) U o 4--1 C6 L, w m j•��!`,� O w o U W m r— — E N N Q N O C• � � � W M M Z o Z E 0 z � oa xo V ti 0 OV O O N ra Q) It ¢o wz ry C <o �Y no m � �0 z rz Z C/) Cl)iN z rn N Q 3 Q3 O V LoW �j ao oz �k a� �O O CD V' za a r a3 �N 0 = J .� c N Q C � O r co CF) .T� r i N r E m = M .— iri T o Z Z E O E `m CU FL U Q p JOB NO: 20-8075 SCALE : AS NOTED SHEET NO. 3.1 12 5� T.O.M. HDR HGT. ------------------- o TEXTURED CEMENTICIOUS FINISH ON C.M.U. to (TYP.) ------------ EXTENDED OVERHANG TO BE CENTERED ON DOOR—/ 25 SH 25 SH F.FL 5068 SGD ------------------------------------------- 24'-0" RIDGE VENT T.O.M. 12 �5 5'-10" ------------ r—I_ 11-0" REAR ELEVATION - B1_ RIGHT ELEVATION - B1 E: 1 /4"=1' 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. gR VN ,� q v •� C�' 12�•. V a• FL0 �111!!lttll � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ,. F 4 ® � E (0 � a .8 NcO q0 O N iL N J yl4t CO z?a N U) a u- LL n- S W N NMMLu 0�o :. Z Z 01 s°o W 0 0 °`. i? W Z in�C, ¢ a 00 NCi Q LO Z Q �x W M v0 N M O ID n- N n �-1 M o CZ T, V t M UJ M (0 O ,t,� ^ v' LU o C N � O WS& } C r E m I .,...,. L �I P U O N L N Q 0 iT U N O w M t7 ¢ Z2 O5 Z q WA U_ Q E 0 E U zo ? Q }o Q� z0 0 00 O CV � N ¢¢ z Wo ¢z Oz w � W i ra U) i_ - < U N O m� O Z } Z (p < Z N O ¢ 1 g O a mw U ¢ U a, O yW w� 23 �8 �o 2 ci W Z < 00 0(13 a; m > 0 J � N � N r t0 Nr E M N �; r Z Z E O E — .cc a o U '0 03 q p W _J JOB NO: 20-8075 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 1 Z' CAP = CAP T 2" 2" *NOTE: N 1" 1" DIUS-111 N FOAM TO BE USED ONLY WHEN 3 1/2" RADIUS 1/2" RADIUS* CD REQUIRED BY �,N COMMUNITY ^ 3/4" RADIUS a 1'-5-a' "la iv ca SPECS. IF NOT, N Div v CO DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES 1^ OPENING r VARIES 0 22 VARIES ch ;_ 11. 2 VARIES N -IN 1 1/2" RADIUS T All' 2" 4" � �`—� 2 1/2" RADIUS 34 L. a � r _ "cv C�o - c iD "v o VARIES 1z' 32 11" 32 IC �° rT 3„ 1„ ," 1° 1" 1" BASE BASE TIN 2 2 " 3,, 1'-8" MTa 1 1 a 4 3 a I � N O N N ilu O 2 *NOTE: VARIES 8" 2" FOAM TO BE USED 19 3„ ONLY WHEN REQUIRED BY 1'-6" COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1'-4" DETAIL TO BE -K" � 2" 2" BUILT W/ STUCCO. 24" • EDGE , OPENING T 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these CV drawings comply with the 2017 Florida Building Code - 10" �m Residential 6th Edition. Engineers signature and seal is only for 10" 6° the structural engineering portions of the drawing pages bearing Engineers signature and seal. (V 24"h% W E m °�° _ la ♦� N N C p � (J Lu M W IL L.L N M � d W N rld d _ @o OW m o 2" 4" 3 6" fn to y u,. W O g LL,a 2 N 2" 2" lY �M Z N Z o NC.O.Q O r� � Q U H J I ss Z OU ❑❑❑ W 1-1/2" THICK 3z' �' 1" Z N O a z O 2'-4" 1'-10" � Q v _ HIV13 521" 1 5 , 52' 4" N 51" 1'-4" 3" I I N z c _ 4 cv f J CD o �� � w a' 1" 12' *- VARIES VARIES O W g wa w 1 � � in 2 �'J cn 22' w a c L x. VARIES VARIES c � ®Q • N 0 T 4" 8 1„ �N4 w Cl) z 32 3 6" 4" KEYSTONE F11 0 KEYSTONE F11 °p LL w 0 OPTIONAL OPTIONAL ca- p � o E U 00 o < _ ¢ o iD i '46 in Q 2' 44" R¢4r„ a 3" 3" 7W E & N a o A W 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4° 3" L w ra m o 4 Wc �y 01 2 M 2 NOTE: v3 16 m • INSTALL OVER STONE, TYP. o o O<U • FIN. TO HAVE TRADITIONAL oil Q LL N w VARIES LOOK & SMOOTH FINISH a F k IN co loan • FOAM/ EPS MATERIAL IS ACCEPTED 0 ar NOTE: r 0 c • FIN. TO HAVE TRADITIONAL LOOK & 1'-4" o SMOOTH FINISH 14" V-6a" 14' 12 2 1 (V 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-1 54" > �' L 3'-8" 7" N @ 4" 3'-0" 4" — 0 1" 101, 1,_4„ 101, = N N _ (V U CO 1" ~ N (0 4 (7) .T_ r N cr, \ E r 00 O • co E O T N E cc �Qa ll. U J Q 0 a) 1" Rro„ 12" JOB NO: 20-8075 1 SCALE : AS NOTED GENERAL NOTES: SHEET No. • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 0 ACRYLIC SAND FINISH 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. FEED — INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets 1 200 AMP 00 A 10 #12 copper to 20 amp ckts 10 #10-2 copper to WH 01 #10-3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink, This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqT DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN (O� EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) [Eg PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER WWI ELECTRIC PANEL -=11lJ DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J � � \\-6& CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT AC PAD DISC. WP=0 GFI WP PAT I O M. W.I.C. )::�, L ROUGH -IN FOR OPT. CLG. FAN/ ' LIGHT PRE --WIRE 1 '/ G dWNER'S S -) ITE I iJ OPT. 1 _ , DEDICATED RECEPTACLE o FOR MICROWAVE RANGE HOOD PER SPECS --- I � -—� T tG141 F ROISi0 I DW-SINKw/: S.DI a LLlr - I I �DISP p �I 1. L=� ----- - ®� I Gi r----- - - - - -I _ LAY I © _ L v j�- / ROUGH -IN FpR / OPT. CLG. FPN/ LIGHT T-0" PRE -WIRE PENDANT AS FAMILY ROOM PER SPECS I / / CAFE / / / / / / VERIFY METER LOCATION WITH BUILDER If- ___ LBtQROOM 3 Z/ ROUGH -IN FOR / ROUGH -IN FOR OPT. CLG. FAN/ OPT. CLG. FAN/ LIGHT PRE-WIRK 2 \ / LIGHT PRE -WARE PED'rObM 4 S.D )HALL / — / C.M S.D - - - - - - - - - - - - - - - - O H.B. �- 'W GFI @ 44" A.F.F. ow --- Qa II °< I LL f I wW J W 2-CAR GARAGE GFI @ 44" VP A.F.F. / GARAGE I I LIGHT AS (GARAGE PER SPEC 'DOOR IGFI OPT W. I I I n I I II l� I I 1 VI I L------------ 1� GFI @ 44" A.F.F. A IRRIGATION 'WWP GFI ENTRY I I I ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=V-0" 0 N 0 N N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 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. 00 N /CD n \ 4 O O _ c0 op N ik r' LQ O O N C I­u) -0 W LL. i) 1✓ ' rn 01 M M J LLB Lt- J d W In ° t� Z 137 — -o mcc « mo o co Z z O oz I— M 0 0 0° t` W + Z @ co . co N Z m Jo a O N p N M Q V J W i V M � Z N o 0 Z §o z o Q o_ N N ch N z � o t� a-1 � Lu V 0 Lt., g ws U Lu — E A Co d N m sm r_ o w M co ¢ o z ¢z LL Q E o E w� oo Zo ¢� Z® ❑a U C — E O CV ¢ O o ¢o o o az rzz ao �� L ry W Oy mcl o OLL T Z m �_ Q o u c a N W ) o �w �w = 3 >o cD <1- oo x Oo 3 �N 0 = > d- J E W \ / ca C ca `_° N Q C � o m U O /T Tca 0 LO O Lo N r6 :3 N M N .— o Z Z E O E ac a 0 a 'aU p c JOB NO: 20-8075 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SO. SQ. FT. SQ. IN. of by Upper IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators vSQ.en ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 19,000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED, RESIDENTIAL. ROOF PLAN - ELEV-Bl_ SCALE: %4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM 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 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 71 "P11111IIfill/ �,�jlt'� '. 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. a x' W co cot E m O O N N 00 ' 0 LPL x i � � J *k W LL C/)NN-0 u_ 0. Qj M M W y Q J LL LL a a dO Z cm'a 0W ' W 0 0, Z N Cl) Z U LL a Z o" ❑OD N M O off. M U) (fi a C)' o LL CO/M N W � 0 N ws C? f- -_ 8 ile . L N !J ) L W M co ¢ o Z U_ C. O w� 00 u z g zo ¢� ❑a F_ _ X 0 aF O O O O C O E N 43 pz .o 0 4 d 2 �� L L- p Y U ro g Z Y Z Z W gZ a)00 0w o U L1 U LL <0 a N W � LL oz =3 �0 O C wa �o a V zIa �N 0 = >� J t° N LL _ C � r co r= r N a M E c M N Z ro Z i r E O N f N a E U � Q p C: JOB NO: 20-8075 SCALE : AS NOTED SHEET NO. 5 3 v OD c a� H N 0 0 r .o 00 LO N m a -v 0 O 00 I N 0 N N a C H N 0 S 0 i 2 0 U 0 U Cl- i 0 U J ii N O N O 0 0 rn N t2 0 0 9Y (n O m 0 c d NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE`' AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN 59'-4" 01w z v w 7'-2" 5'-2" k 6'-0" 6-0" 3'-0" l, 3'-10" 1 10 4'-0" T-10" 4'-8" 4'-8" T-8" 3'-4" . ° H.B.+ ■ .- ». CP 3-1/2" MIN 2500 PSI CONC 1 I Cl) SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I I ; ■ G4111 (3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY)0'-0" ■; :I `;; ........ - - -;', - - - i 13 -54 CJ T-2" CJ i CJ - - : - �- f- - - - - - - - -I CJ CJ C� o? o? I i ■ ................. I : ...............0 .. A. ■' I 1 I 0'-0" 60 A ITCi TCJ Ci T I I f (2) #5 REBAR o? S3 A1 I o : S3 VERTICALS w/ in I I I 1 I:: FILLED CELL { 111" III • � 23 2'-10" 4 -14 r� I 2- 6" I G 1 { I I I O I K - q v M N 2'-6"x2'-6"x1'-O" S3 — _ _ SINK w/ DISP I W/ 3-#5 E.W. CJ — — — — — �I--D D.W. 1{ KITCHEN ISLAND I 1 100 CHASE TO 1 I ■ • I LOW WALLS ` "::::::::::' IL_ —J _—________ IISLAND r—----------- —Ma 1 t I S3 ",t EDGE OF SLAB 2" ( "� III �— t r BEYOND WALL r - zo CD o CJ I — — — — — —J CJ CJ 1 I : ; I: CJ a� I 40, 4'-0" . G I S3 I: I 5'-4" S-8" 7'-8" OPT. D ; ; 3, 3 1!2" SLOPE 4'-916' I 1 37'-51" I 121'-24" r 32'-84" 4'_8$' 53 1/2" (2) #5 REBAR �• VERTICALS in 00 o I L I 1 I PROVIDE 1 Y" RECESS • _ • • w/ 1 HVAC CHASE I `� ; ; 1 FILLED CELL . BASED ON (' ' ly S3 i� LOCATION W.H. I FOR SGD. REFER TO in L TYP MASON'S SLOPE FOR CJ 1 I AI, ' WIDTH — — �- — — — INDICATES FILLED CELL w/ 3000 I: — — — . . CJ CJ �— 7 N STEPS AS REQUIRED 0'-0" PSI CONC. GROUT FROM FT. TO : I li� I BEAM W/ (1) #5 REBAR VERT I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2-6- I I o T PER FIELD CONDITIONS : I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. TOP OF CONC./PAVER TO BE 3 1/2" SLOPE BELOW FIN. FLR. z I DOWELS 5" EMBED W/ 25" EXT. `n PROVIDE %z' x 9" iv (2) #5'S `n ABOVE SLAB GRADE 40 STEEL RECESS FOR FRT. DOOR - 111 ■.................. .................. : .. ..... ..■... .■ T- 5' A S3 2'-9" S-2" 5'-1" H.B. L S3 TYP 2'-6" x 2'-6" x 1'-O" W/ (3) #5'S E.W. FOUNDATION PLAN MONO - ELEV-Bl. CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS •; ; .: • '•_ REINF. SEE FND. FOR :.' •;� QUANTITY ;; ', ;".•' �•' •�• �' #5 X 25" X 25" CORNER ' '' ' ' BAR ONE FOR EA. • = •. ' HORIZ. REBAR, TYP. ..�.. .. .. +. U.N.O. ' •+ ' —Alternate: _ The reinf. bars shall be ;r •: ��; �: • ;; •; ;;; •; • ;;; •: •'fir Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" }� � ¢0WIV •'G �;� Olt • J vj � O - `4 Cc - L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Wp 0 B D 00 to 00 ® O O (O N J yN m�0 W LL t4 n m � (fi + -Ia LL a M"W �`l" za o rx o a°mo w@o W Z 00 0 LO N Z U 6 0 5 m O� N -j Q " Z O V ❑❑❑ W O V z � M Z$ 0 Z o O Qom' in ti M to z � � o LL a--� u, w � m U 0 w o �N�1•� vss U) U Fw— _ E s 8 _ $ d U o c �S to, r` J w GYJ � w ¢¢Z o S Z U Q E F14 wo �� �� >� �& _-® oa Ca — E 2O UO 0 &< N N ao wo a �W ¢� Y mo ° z ¢w 'o N oa o g � � � o a �w Tk >O CZ) O �Y wa z¢ aF o� �N 0 = ` > d' J ca ca `_° N 0 CL CU Cfl 0-) 0) Tcc ■� 2 Y'- O 1i�^ L i 0)cN N r E r, N o Z Z :3 T E CD T FLU E Q 0 JOB NO : 20-8075 SCALE : AS NOTED SHEET NO. 6 A A A (2) S3 (2) (2} Cl) LO U U U JJ5 A ; _M 0 ::: m ::: m .:: mm ::: ::: ::: ; ....... m w0 m m S5 L--j 11 I EJ2 I EJ2 I I EJ2 I I I I EJ2 I EJ2 I EJ2 GEJ7V ' EJ2 I I EJ2 EJ2 CJ1 U A (2) y Q Q X (2) .. Q . Q • „ M Q • • , .... cv Q : .... '` ; ... > Q CrC�yy coQ . EJ7ri; EJ7 EJ7N EJ7 EJ7 . ... . : ; .. . . .... : _ _ 11 it 1 EJ7 t— N Q < I EJ7 EJ7.......... ... S3 . ... EJ7V EJ7VA EJ7VA EJ7VA �1J .. .. CJ5V CJ3V CJ 1 V EJ5 y✓s A (2) CJ CJ1 v i i A 11 11 11 11 11 1 11 11 11 11 11 11 :6 —4 T LO U U U A \-0(2) S30(2) TYP UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 112" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 1 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 518" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" 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 1 112" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 12-10d x 1 1/2" 1 HHCP2 1 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 10-17.19 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (8) 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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER-- f (A) INTERSECTIONS. SPLICING w/ 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. v SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" la?.0 W f S�� '• N 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 a E co ticpp OO T O N Co ik t-s ] ,+ V G 1?N y CN C � W LL 15 �n cp N J Yt W '' M U) a LLL a �mm w f0 LL d f1. V J LL Q' —� z0 i ii C-. N- m m 0 t W ogC rn u� _ a J ❑ )tom aa- Z IL z m N o U 0 J N Cl) Q °" ❑O❑ W V M 7 z N M o z Q a a ,T, N N M z o +1 f6 N r) ° U Owo U0 w �.. U ,,, 44 L N g 4YI ul C) "� Q o C13 W co p J LL, Q E O zo oo L� ZN <� Z oa I-- r6 CD E X OU U a 0 OU a CD�o 4% i wo < az ¢� L rp cn C ❑ Z 0r U u m � O a� Z > z __ J Cn S �1 Fw ZN � zz Cn 8 50 a w oLL 3 O V is a= o3 cN 0 2 ` > d' J L c ca LL CN a c O r c0 r— T I f N a)O r E M z m Z :3N E O .— I ,— M a 0 0a o °; JOB NO: 20-8075 SCALE : AS NOTED SHEET NO. 7 0 0 8F8-1B/1T O GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS O O O O 8F8-0B/1T 8RF6-0B/1T O O O O 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T © OD FO 8F20-013/1 T 8F44 1 B/1 T 8F40 1 B/1 T 8RF4006/1T 81=321B/1T FORM do GROUT SOLID 9} r w U 05 BAR CONT. 8F12-1 B/1 T O Y' LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY w 8F 16— B/1 T a z 00 Z ttNOMINAL.QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL — HEIGHT MATERIALS 1. IT 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 wl 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. #SRALTERNATE POWERS M IN..(1)(1) REQ'D a d 1/2" CLEAR STEEL LINTEL O d a d M.U. #5 REBAR AT TOP a ` d MIN. (1) REQ'D 4J� :Z1 1-1/2" CLEAR e ° D , GROUT J= p L ° y ¢ D ° Q C.M.U. 5 REBAR AT = � 4 — ° O BOTTOM OF a U)Lu LINTEL CAVITY a V 0 vt � XO /^1 \ OTTOM Ci it U i— v REINFORCING 7-5/8"ACTUAL PROVIDED IN zLL — a w ui D D 40MINAL WIDTH LINTEL ¢ _' Ci N ¢ ii �o ,, Qo #5 REBAR AT B( AS INDICATED (VARIES) U) B 4 LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O OF 4'-6" LL 4'-6" LL O O 5-10" LL 6'-6" LL O 5'-10" LL OE MIN. 17'-4" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=V-0" r ,���S11ii31i itfBll� F��r� �01 o _ o C'N �. 3 ° ,N4. FLo To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H Q v 8 CD N C° N 00 4 O � cp 'n J Lu M M LL IJL CL Q WLu a0- Z JLLu_ .c�o 0O N co m J Z LL 00 N LO Z m O N ¢ O N o c> ❑ ❑ ❑ U 2 — � o Z � Z o Q � J a. V) N c+> Z v irrmi 4-1 w Um O_ p� w O �c6 cn U c _ E L dj O M w MCl> o Z Z J LL E m W Z6 <N Q OU o� F� z® ❑a U cu t— @ O EO XU a ¢ z O ❑U ° w W CN Io< o ¢ o W W f- !O U)C Y ym � O O Z tU Q W MENa aL`i 3 O ci 0 w j0 Z g° NW Z Q J _ O F 10 OO Co d W z a a � o� ON 0 = ` > d' J ^L1 W C: co d' N L1. J Y O U CO m can r I LO r N w o Eca w M o Z Z V E O iii f T ra a E U ¢ p � JOB NO : 20-8075 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 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. ENCLOSING GLAZING IN ANY PART OF A BUILDING WALL NCLOSIN 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 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 ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th 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. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD F VERTICALLY D WNWARD AT THE TOP OF THE GUARDRAIL OF 100 PL APPLIED0 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: 14.11. 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 L/480TIMES 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 XC HE E FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 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. MODULES OF CONCRETETYPE MIN. 28DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, 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, SCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH-7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 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 -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. mBst be removed be o a to o for soQ an mortar along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +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%8" 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. INV r �`,o c �_ � � fit,• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda 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 E co 00 �8 TN� ! wed U 0 N N C uy N U y -� w � NN'O LL J d LL ca LL LL i Z A CC 0 m m O U a Nq Z Ci L Q U 0 Z O U ❑❑❑ W Z N c7 z � 8 z � e d N E3 l� v M z � o lL U Cn w � 0 �N w $ ti06 U W J F- - pEo *. U o C m MID ti o M w Z MCMO Zo a E E o wE >o as on ca K O O 0 O N�o 0r p 0 i Z W � C C <=.ro Y m 0 O Z r >Z J w m � w a`� y 0 w 0O ° U ¢ LL a �W � aLL Z W =r C7 Oco 0- a= 0 3 �N 0 = nL1 4M � W C `_° N 0 nC' m U Cfl "' a✓ N T_ co = r T T + N N M °; r m 3 o Z E O r- fn a co c _ja a Q o amv JOB NO: 20-8075 SCALE : AS NOTED SHEET NO. S N CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE U-,CD 15/32" CDX C° PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH 0103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0,113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 21NCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED, 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 ,��ood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1,811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap ° 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1J16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 11 10 -0 at bearing. TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER 0 _ O cV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH —IN GAS TO RIGHT (ALWAYS) — 12" OFF —CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) — 12" OFF —CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1 U-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 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 FILL CELL STD. 90° HOOK BOND BEAM cn w STD. 90° CONT. #5 BA T. #5 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 MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION a@ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" a } gap 4 max. Clinch nails when possible Tight fit 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI 5000s®1 -1 9-1/2" 1, 2-8d 2-8d / 2-8d 3-8d 14" 2-8d ___5_-8d BC] 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* When joists meet over wall, provide �1 3/4" minimum bearing for each. j, 1/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist J for each lapped joist. blocking panel `Non -stacking walls 10d nails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED IN BEARING ZONES D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges 6E 10 6„ A 1%" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" 8 V-0" 1'-1" V-2" V-2" V-3" 1'-3" 1'-7" V-11" 2-4- 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" V-1" V-2" V-2" T-3" V-9" 2'-4" 2'-11" 3' 7" 4'-2"' 4'-9" 5'-4" Span (ft) 16 V-0" V-1" 1'-2" 1'-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1 " 1 '-2" V-2" 2'-O" 3'-0" 4'-0" 4'-10" 5'-11 " 6'-11 " 7'-11 " W-11 " -- 24 V-0" V-1" l'-2" V-3" 2'-5" 3'-7" 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. 1y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC wl (22) NAILS 1 R TRUSS 'OP PLATE l.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR---'°• ... ; . FOUNDATION INFO a' ° d' STEM FOUNDATION F_ GRADE REINF. SEE PLAN wt, UnHat 4 rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON H ETA20 / H ETAL20 INSTALLATION @ MID SPAN SIMPSON H10A ° °° w/ (18)10d x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION 4- a 4 d d 12" BELOW GRADE NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"- CENETERED @ PIPE PENETRATION Q °. `PVC OR SCH40 SLEEVE / PLU MBING UMBING LINE 4 d d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d°. o `. as 4 ° 1 A . (eA °a SEE FND. PLN. SIZE & REINF. �U1Eiii+fl/P y0 ?OW -'O 1�w L 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 [D h all 4 g 08 N� N 0 y 0 .2 1 cp w � xt W LL .#; 0) Cn a _I d LL Qaj M M mLLii W d a Z 5 c o X — Ilt: y�o 5 'F1 N (p of m W yN 02ma, C g a Z co Ce)LL <N Z N 0 LD Q 0 7 v Z W C) CJO❑ z � M o g z Q a E3-1 M N z 0 W U o U ° OU) g V) VU0 f6 U c w �- E — m 8 Ir .. U 0 "' T N ° _ 0 44m o w Z M p g Z¢ LL. o 00 �o z QN CL E OU Z® Ic6 r6 00 o oQ o L o Q wwc., ,.�,. C - o O Y �m m i O >z J m son_ cn u 3 Q- oW o LLLL ° az N W T v 0 o a� 2k �- r� o O w �o aF mi co za o3 ^L, m W \(m co N (D O 1 m U Cfl to N T co _ .� �— T y 04 T- Nce) � M -r— N o Z Z c E �i T— a a rj °; JOB NO: 20-8075 SCALE : AS NOTED SHEET NO. SN 1 V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'-T. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH °o PITCH > 4:12 . 0 ° (2) LAYERS TYPE I OR TYPE II A (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.=III-I I I I I III -I 11=1I I ; ' -I I I-1 I I- I 11-1 REQUIREMENTS SEE R905. ' �- ° - - I PRE ENGINEERED WOOD -11,11 III -I TRUSS @ 24" O.C. U.N.O. ' I ,11-I I 1=1=II�11�=I I -11=1 11� I 12 1( �-1 I r @ EACH (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ r I III METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF 7/16" O.S,B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 - INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" 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 EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) 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)10d 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/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION 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.0W/ 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 r (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 A.F.F. O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH n MIN. 3 ° " 31/2 _ 1/2 MIN. a Q ELEV. -0'-31/2" O d p a a ° A.F.F. a 2x4 CONT. a LL b _-r „ a a a _ _ � �TLT-I 31/2' (min.)- 4 ° L TI=III='31/2"(min.)- 4 Ia o a a a d `„ 31/2"(mina :'q,, I I -I I I I_. 1 III �I I I- 31/2"(min.) .4„ I =I_1 ITI I I GARAGE DEPTH VARIES _III-1T_I _ I I I=1 11=1 11 =1 I i I I 1=11 I I''" '' =I I I� III I I.-1 i =111=I I 111-L1F.I' II1111JIIIII ��,l�L I 11= 1 ;I 1,� I�I�� III-;111,� 11, 1- (2) #5 CONT. 4" 1. 4" 8" (2) #5 CONT. 4 ;1-4' I�8 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3/4 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" �,S3") SCALE: 3/4"=V-0" �,S3 I. ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA ABOVE WJDRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. SCREWS 7" O.C. `-SEE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C o.M�N� zs 1 ROW 2x BLOCKING MID HGT. @ SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY coy` O @ CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C:M.U. FORM SUBMITTED WITH PERMIT / FOR WALL HGT. < 8'-6". (2) ROWS NOTE: 8"x8"X16" KNOCK -OUT APPLICATION 2x BLOCKING @ 3rd PTS FOR INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS SEE SECTION C/S3 FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2"PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE GYP. WB (MIN.) .GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON N IL w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" (10)10d NAILS NAILER BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA, EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @24" O.C. VERT. OR 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR 6 1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) E *SIMPSON SP1 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY N w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH "' 2x P.T. PLATE F I V? ARCHITECTURAL TYR c PER MFR INSTRUCTIONS o c FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 t* GRADE 40 MIN. Fy= 40ksi =3 a 1x2 PT WD FURRING @ 24" O.C. GRADE �, o ° D' - z #3 & #4 LAP SPLICE -III= m ' ' I I-III-I11=711` FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] p • (1) #5 VERT. IN FILL MONO OR STEMWALL ° Z M , ,. 25"MIN. LAP (30" MIN. LAP] III 11=III- _ W ' I ;III -III I I=► ' ° • III I �L=1 f 1/2" GYPSUM WALLBOARD=III-� - I III -III CELLS (SEE FOOTING MONO SHOWN o U.N.O. D °° oo _ _ w FOUNDATION PLAN FOR CLARITY ° � _ _ _ 6 MIL VAPOR BARRIER , � J. I i � e. . , ° � I I -I I I-11=I I =_ -' R 1 7/8" 11= FOR LOCATIONS) I -I I I I=III-III=� #5 REINFORCING BAR 1=1 TIE", I -I I I=III I- N z 1x4 P.T. BASE NAILER ° i i =III-1 1=I I_I I I -I 1= z III I I-1 I I-1 I I-1I 1= I - '- #5 LAP SPLICE (2) #5 CONT: =1 I�„,III-111' , , 4°x4°INSPECTION ° po ° p = = I= = I= I- l I i III=III=1 I I=I I I- NOTE: - - ' ON 3" CHAIRS 3 1/4" BASEBOARD PORT AT EACH * III=III III=1 1-III-)III COMP. SOIL. (COMPACTED TO III c ° ' I1=III= I I -III -I I 96° MIN. LAP [36" MIN. LAP] 8„ FOR BEARING WALL I-1 I=I i - I I- T -I I - _ (TYP.) FILLED CELL TYPICAL _ _ _ _ -I 95%MODIFIED PROCTOR ASTM ' 1-1 I I I=I I1=III-1 I I=1 I I=1 I' 10" MIN. 2500 PSI CONC. SLAB Wf UPLIFT ONLY - - -- -1 I I III= I-FII= 1 I III=I�-, M AT GARAGE CONTRACTOR III=III-1 I=1 l-1 I I=III=1 I=III=1 1-1 III=III f=l 11-I I I I D1557) „-I, I III I .,-I MIN PSI MAY VARY PER cn =1 ( III -III -I 1-1 I -III 1 -111=III III i I III- 4" V-4" #6 REINFORCING BAR #5 STD. 90 HGOK MUNICIPALITY. TO CUT BLOCK OR POUR -I I-1 I,-ILl 11 it 11 I I 1„IT►-� 1 I -III- �- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT rG W1.4X1N1.-+ WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" BELOW GRADE S3 SLAB INFORMATION. ° - z ° 00 D I 6x6W1.4xW1.4 ° � 31/2" WWF OR FIBERMESH 6 MIL VAPOR IIII I > ' I I =1 I = = z �- min.) 4" BARRIER -I D: p �• 4 I N ° a° d GRADE COMP. SOIL. ° O° _ _ _ - - -_ - - - (COMPACTED TO 95% TI I �_�_M I- - - = - _ - ° =1 '.III . MODIFIED PROCTOR - _ - _ - _ -(1 j #5 REBAR w/OPT. '=1 I= I (_,- I I= 1-11= I F-S-GREEN ENCLOSURE ASTM D1557) III, III"' 3" MIN. CLR. I I I l i � (2) #5 REBAR CONT. V-4" (1 STORY 4 ON 3" CHAIRS TYP. ) STD. 90 Fi00K (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 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" PAVERS O.H.D. RECESS z TM 00 LI SEE A/S3 OR J/S6 , I I Mil I I11 j11- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS <V ' M a. I 60 SEE A/S3 OR J/S6 -) I I I I II �,1� 111 I III FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. GCr' SSG J�E�'t M SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP, BD. " HOLD GYP. BD. 1/2" FROM SLAB 0'-0° J CONT. BEAD SEAL4 - ¢ INTERIOR A e 4. -31_ /� a d.. y. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � C E 11==�� I MUM, M 6 MIL VAPOR BARRIER -I u VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS �; ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN < ' ° •. - - TOP OF BEAM ° ° III-III-1_I F N SEE ROOF PLAN c - - a' : °. ° a ' A (2) HTS20 FOR STRUCTURAL r _-_- I III 11, ,TTT i M E BEAM SIZE & N ' I a III I CONNECTION INFO M - �' - 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 -I I „III=1 MIN 7/16 O.S.B. SHEATHING FOR REINF. INFO. 8 z ATTACHED PER NAILING w SCHEDULE OPTION #1 = ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION Uj o w ABU66 SLAB STEP & RECESS S.G.D. rM U) SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL . . W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _ �f INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT, BEAD SEALANT w/ MIN. (2) #5 VERTICALS 009 GRADE a - FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) J c0 _I I I_ a • =III=I I I_ =1' T WWF OR FIBERMESH T Y-0" FIN. FLR. BRICK PAVERS or SLAB PER SPECS z w � a- IJ p�_ in "COMMUNITY a - w 4'z Cr =)= w -1 FOOTINGv -I1-111 II.; III III -III-' BEYOND IIII illll- IIIII ; , . PAD REINFORCEMENT iiIllTlllli llll ,II 3" MIN. CLEARANCE : ' L •..• . SEE SCHEDULE CONG. PAD INFO. SEE SCHEDULE INTERIOR .: - .:-TAPERED COLUMN FRAMING cc� PATIO . rN .l ow QO °FLU OES5t0`` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U pt; ap 00 V (} N N ft o 00 '= N J # W LL MM MW N ® a a �LLLL a ro � C) • a 7 m m m W U) Joe N Cl) Z U 0 J Z °" ❑❑❑ W Z N 0 �o N z cE3 z � � Q. M � z wLU = U 0 LLJ N I.1.1 J 0 - - E I I i� u o o W M M z ¢ o Z � J E z o o ze E UU cu K Q u o �U o E 06 N '� a �z 1)L <❑ U< wz in - " mO ou 05 J m a" W zz 0)o�d go manQ 3 V w� wdo a NF ?� NW o� o w a d o< ° =N 0 = ` > d" J � W ..r c c N U C� m T 0.) = r- r � T LO o LO r i d M CV r- �; f0 M .- =j N T o z Z E O .- E U -j Q p -j JOB NO: 20-8075 SCALE : AS NOTED SHEET NO. S3 (MONO) J 00 L iz v N 0 0 J _ ^O co I N m L N O LO O a0 I N 3 a N 1 i d E H W `o co co LZ 0 U p 0 i CL 0 .9 J ti 0 0 N OR 0 0 rn 0 0 F Y 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT " 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3 DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE 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 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ STEEL AND GROUT ❑ 7 5/8" 8" HEADER FLUSH TO OUTSIDE OPTION WALL ❑ ❑ ❑� FACE OF BLOCK WALL IS 21/4" ( .) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w! (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR 2x BLOCKING @ EACH END W/ 10d @ 4" D.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 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/CI N 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, 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN C- DOOR OPENING DOOR OPENING ❑ ❑ EXTERIOR � ❑ WALL CLEAN -OUT A WALL El ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 11 a ii ° a 8 STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION LLI NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J NQ I.L LLJ O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8xl6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. ° 4 SCALE: N.T.S. 4 ° a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SSFF� POLL �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 STEELAND GROUT FULL 8x8xl6 BLOCK DOOR OPENING —CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP 3 aARAGE )OOR vvvi rwn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 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. p0 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SI%SON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" 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" UA NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS �/fll 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 TYPICAL INTERIOR NON— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S (2S4) TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/2-16d TOE NAILS @ EACH END w U d Z a 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 2411 O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 :.:::. SPLICE NAILS TOTAL) EA. SIDE OF st8„ SPLICE STAGGERED • MAN ATTACH ALL EXTERIOR STUDS W/ (4)16d TOENAILS TO T(OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+A F= 2240 LBS J�F SIMPSON AMC P.T. ATE BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. S4 Z"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1,8E Fb=2400 PSI (AS PER PLANS) • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTTS wl (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1!4" x 1 1/2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215#SPF) ° ° • HDU4-SDS2.5 w/ (10)114" x 2112"SDS (3285#SPF) _ • HDU5-SDS2.5 w/ (14)114" x 2112"SDS (4065#SPF) l • HDU8-SDS2.5 w/ (20)1/4" x 2112"SDS (5665#SPF) • HDU11-SDS2.5 w! (30)114" x 21/2"SDS (6865#SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT ® • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7!8" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT a • FOR HDU1 i USE 1" DIA. x 12" EPDXIED A.T.R. ` MIN. 8" EMBEDMENT wl WASHER &NUT HTT / HDU TENSION TIE SCALE: anvlrwly Orf+ 3P2 SIMPSON SIMPSON SP1 SIMPSON SP4 10c ST J M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 a a a 4 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON QC SP4 —i SP2 —, NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 / SP4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 518"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING (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 C 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 o S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX (MIN, (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRYrR SCALE: N.T.S. ����9%e �Pbf! �` Ott S F.` C=P s Ch e �\ 4(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 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N co 1 Eco .fi t o o � N N 4k N � J N U 0 �n Gm w W -0 u- J a a N a A. �mm w � u_ a a 0mKrm OZ =Om t� ,C Y r—pN r; maW W Og� o _j a OZ °o O NM 3 N --r O Z El❑❑ W Z N t7 a o Zo ¢ d: J a M � o LL 4-1 Cn W = o w U OLL, V) �N pp O C w alls c� W J z c) o c U) ° -® Q N o m C:) �Z w m o 4E 2 ZO o' YN z® o a p _ E O X O U E u o oq Oro o Q J L O o Y U y m o Z m �� Q W �� �, a o�w = o ao Qo o w �o -o O � z¢ I o °3 2N O = n >� J ^L' m W m N /-\ a O U m U Cfl C CD T co It T N r- M T E E N coz° M Z 3 O �; r r Co d E U 16 Q p j JOB NO : 20-8075 SCALE : AS NOTED SHEET NO. S4 I SIMPSON HGAM1i W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (, 1 /4 x2 3/4 TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 1 12" O ') STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H T r: w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24-� O.C. AND NAILING SCHEDULE 1 TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR x .74 ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2X4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF • OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST WEB @ $'-0" O/C. EXTEND AT LEAST 90% OF ' MAX. & (2)10d TOE NAILS @ A 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) (SEE APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 112" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ BLOCKING ATTACHED W/ 1Od EA. END NAILS 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" ATTACHED SNAILS THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS x7 10d 61 1 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD wl w/ NAILS @ 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 SPACED771 INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. � 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE A AIL W/ 2 16d NAILS SIMPSON H10A w/ (18) SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24 MAX. EDGES OF FROM RIDGE FASTENED AT F STEN A APPROX. 8" FROM SHEATHING TYP. EACH JOINT & 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2) 1 Od TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"xi 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 B CKN () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" 0/C ON SHEET S5 FOR _ T f NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING 'o °O SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 ' 1/ .. 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING ` EACH JOINT W/ (2) 0 AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 /� `l�_11� 2x4 PANEL BLOCKING CDX PLYWOOD 7HE -16d TT OSB SHEATHING ATTACHED OS AT EA. TRUSS JOINT �� �� (2) 2 x 4 LAMINATIONS W/ (1) ROW �� (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2" x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS W/ 1 Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2)16d (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: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. ���5 SCALE: N.T.S. SrJ 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1Od PER JOINT 1INIMUM 2x I OVERLAP TRUSS BRACING ;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP SEE PLAN FOR 4=r 10dx3" O/C WOOD TRUSSES OCATIONS) @ 2x4 TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2)16d PER NAILS 4 JOINT /— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. ALTERNATE NON -DROP I I I I I GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL rM 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 I ° ' II ° ° ° � i � II ]I m \ ° ° 11' . . II . li II -�� . ° ° II II° 1--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. \, Srj "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) 0 Z w BRACING w/ (3)10d x 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 Elk 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL r5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C— TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/"-6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LU LU o v 4 W b W � T � FrI-Fo O T X m o Cal ' o 0 w 4 o ZE w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0"- 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C, 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4!'x1 1/2" SDS^� ^ _k1UN 1 . 13r_AM1 VU 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. M Ir 0 LL CORNER JACK Y U w Z O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 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 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 g�4tlli9i�fff 4 ... S• • •�. ' o0 � o x C} •�•i•• ' ,ter e••••• �IiEII1tIi 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. LU n 01 LL a_ r` �c�o LL J IL LL W a zo w: L a'OO m J DO ' W W e Z O� C, 10 ° op m Z Q Q < w o Q O Q Ln U I— —r W V M � z N o z z oC, J _ d � N M V) z -1 �4-1 o M U Uj n a 0LL,o tLn v I c N = U) v � W � 1— — E q I C) 0 • 0 ®0 c M ¢ w z Cl) o Q E E zo o0 >o QN z® oa Ca �� O 0 EZ NCD 00 ! z 4 L CIO - p Y �m m O >z z rU3q 3 CL O 0 �, LL z zo 0 a Z N W W U 3 �o az 1 O �Z -0 OK 2Q 0' 0 � .004 = In - � > J � W �o cc _lie CN '� � m O pa•„ U CU 1- cn 2 ■T_ T r N T_i N T M 3 N cry T_ i6 T a Z Z € C� E �— °i m d U _j v Q p c JOB NO : 20-8075 SCALE : AS NOTED SHEET NO. S5 N 0 L0 p 00 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL MAX 8 , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL CONN. PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. FOR 1x4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. u " FURRING 3-1/4" LONG X 3/16"0 FURRING 3/16 fi X 3 LONG FURRING (2) ROWS 3/16" x 3-1/2'r #5 REBAR ` ' (TYP,) AND NAILED W/ 8d COMMON �° 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/MIN. 1X8 O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1A w/ (2) ROWS 8d NALS �� 3 DETAIL ,�Tp. 90° HOOK (TYP.) FILL SOLID STD. 90^ ` �/j @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3116" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL—ILI E: NOTSHEATHING TO DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOT OM OF BAND JOIST TYPICAL TO PRODUCT APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING TAPCON 16" O.C. & @ END w/MIN. Z" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2rr NOTC FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE +5A FIRST 2 COURSES ` L I — 1 4%# BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLEDCELLPER FOUNDATION PLAN —E FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 # FOR 2 STRAPS ES EMBEDMENT INTO BLK.) 1/4" MAXIr SOLID W/GROUT 2'-0rr 8rr 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) , 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION a 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. ' . ,• - SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERRAN •� • . 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. x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHOR\_2 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 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4Y? WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL � k °�F(2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. DTITEN CENTERED) w/ TO TRUSS TOP CHORD RygN MIN. 4" E EMBEDMENT AT16" O.C.O.0 + + `� NOr 1 r n -p 5 r -O r SCALE: N.T.S. SS 12 + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE � + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24 O.C. + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + REQUIRED „ EMBEDMENT INTO K,) /4 MAX n PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT °.. . o � a : #5 BAR BLOCK HEADER 2 -0 8 SOLIDBLKG. AT TOP BTWN. ARCH () SIMPSON i 5 12d NAILS + + to p 9 10 ° , . CENTERED W/ Is ° - BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®A o ° °� IN TOP b 1 X 4 FURRING 8d NAILS EACH TRUSS o •a .' ' KNOCKOUT / iv Sd NAILS @ 8" O.C. AT BUCK BRACE BT 2 x 8 VERT. W/ 2 O 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR �® � a • ' MONO FOOTING •, e.. . p ° PROVIDE 2 x 8 DIAG. VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) � 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -1 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 I ° • • ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .D DIRT �' Z TO BE INSTALLEDJBUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° °ffTANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION P HOOK iv #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") _ • _ ♦ ♦ ,� ♦ ♦ ,� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8s, O.C. �� A• \ ♦ �� s• ♦ ♦ �� sr ♦ ♦ �� s• ♦ �i �• ANCHOR INTO ARCH BLKG.STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-BMONO ARCH DETAIL K SECTION @ ENTRY rL_N� SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS 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 AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D ) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8 DIA. ALL THREAD ROD > #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" Cr zo IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g _0" EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP u' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 o v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o p' u U a A REINFORCING AS FOLLOWS: * SEALANT� :• D I TI I—T�1=jI I� Q PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. o � , PRESS PANEL REINFORCING INTO PLACE.— M #5x6 EMBEDDED INTO 6 MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - REINFORCING PANEL o — — _ —III I T EXISTING FOOTING (2) #5x6' IN CONC. ° — _ I III cn N FILLED CELL SMOOTH. DO NO FURROW. o DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE r, SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' IN LAP .: O G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE _ a �, Q REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. �, • t, TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN, 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. or COVER EA. WAY A SECTION 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. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE 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. <ir���iifo �O VVIV SE a° � •° io e eb a, ED ¢• O,-ESS10' e!0 MalI I I I I11°40�` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q C,E � 8 C,m AU) <0 0�p to N2 N U, � _j C U) ;t o W - a a �MM U W W a a � Z 2-o Z O O W x Z N Cl) ¢ z O U 0 J U W ��❑ M rf5 z � g z o a J - N M N z D v 0 o u- 4-1 C (10 0— 2 � U 8 0 cun W J r— — E s O y ¢ 0 N �� CD o c w co co JLL_ c0 E z 0 zZ o zo ao 2 yo <N z® oa (�6 U 0 U p (— C C::,E o�v CN ao Qzww o & IQ U)C C zzzz O y U �m O LL Z ti >Z 01 �Z (� N O ° U a U ?� 0- W �k Z , F y 0 1=) coMj V' � z a a _ �~ U 3 �N 0 = > d' � W \ / m (D . N Q o Ua. m _ N co rn cy) 0 M W /N� `'' 3 � I T 0 Z E 0 N r m o' a E U 0 'a p JOB NO: 20-8075 SCALE : AS NOTED SHEET NO. SS (\ 0 01 LO 00 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE ED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAYBE NAIL w/ MIN. (4) IL 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS VVI L-IV4 `W L/ \.cif 1 II\VVV Vv"- 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH IV `3 c TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----/—WOOD TRUSS—J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OgL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 COIN T&BCF WOOD TRUSS V 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 OF HIP/RIDGE, TYP.BETWEEN TRUSSES W1(2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 2x8 #2 SYP wI O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE (2) SIMPSON HETA20 w/ 8) 10d EXTERIOR SHEATHING ( ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE �K WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 USSESX GIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY 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 VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION �- MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL o MIN. 2X4 #2 SYP P.T. PLATE '. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE ra 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INR SCALE: NTS TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS >L. IMPSON HUC410 w/ (14) SEE PLAN FOR CANT, 6d INTO HEADER & (6) Od INTO BEAM - SEE tOOF PLAN FOR MORE VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM L FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON °°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN e (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. a : TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d 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. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE �— 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—' 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 \\OtQttitttllNNr�ji JAI •. o vl/Z//ROFESS\0\4 \N 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 9 L r a E 8 c 8 d N 00 N (p rpp # NCO J � m u G:L � O '� In � J * LJ.I M a a LL a lu �LLLL y W �� m9 N 02 rn It J CQa Y ca x �. Z 0 N Z N M Q X 0 U J W O V ❑❑❑ z N M o� z z o ccz � N M z U Q) o 4-,LL LU O N g C N w. 50 Em — 8 U 'o c N (D Quo ®o o w M M J y¢ Z o z c6 E E 0 z0 i K O� z >o Z® oa ro CL X a < w0 1 00 0¢ O L o _ .¢ U wO O ~z Z QW �o iZ O 0 < U a C.3 a o K o w� >0 d 5 aff ° WN 0 = WE > d' ^L' CM 2 B W CD co N L�. < C m U Cfl a) � r r__ T LO o LO N M CO N M o Z ca z E O .- � r c a U 0 JOB NO: 20-8075 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK e. 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCKALL THE WAY AROUND, INCLUDING SILL, SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO, FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as# in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary r LNJnINU SELF -ADHERED FLASHING DECK JOIST WEATHER ✓E BARRIER & 2ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING (SEE DETAIL WP07) ED FLASHING DI 0 SELF -ADHERED FLASHING rLr�onrrv�a 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE d ° 4 s4 WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V 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 -� 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER J IVIIIV Q 1'4" PER PLAN T-0" PER PLAN SHOWER SEAT SELF-ADHERED FLASHING OUTSIDE CORNER Q UJ to m Q Z /- DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 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 Q 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 ZR CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall INSTALL SELF -ADHERED ASPHALT ADHESIVE INSTALL SELF-ADHERED AMB & HEAD THROUGH SELF -ADHERED cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHIFLASHING, SEE FLASHING SELF -ADHERED FLASHING AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or FLANGED WINDOW ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard (SEE DETAIL WPO1) 9 P P J P Pp SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, �`o (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 RELEASESE finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING LTCH IHERED FLASHING 2 I4 5 1 Z g I - LU LU PLASTER STOP - � W CONTINUOUS BACKER- U ROD & SEALANT W LU X 3: LU W° A W OAM SELF -ADHERED FLASHING INSIDE CORNER Ground? FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH - WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER �. 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 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 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 2 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. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB% PLYWOOD, DENSGLASS A TACKER ROD FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 N N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. f W ZS . 4 U 00 QEco O V u N c a00 N # N J LL O IDJ ,� 0 ?:.. In � t` L JJ N N W LL _J CL LL .V ".ir Z C7 M J J LL LL @q'0'r, LL1 d LL LL a � 0of ag m o .5'L- m O m -1W N (p in2°r,'° ¢ Z a }: W Z co coz° ❑ ❑ aoIL t, Z OU _J ❑❑❑ W V MM (V M 0 Z o a � U) N M z U s � LLL U O L1L g � w ec/1 v ' ) U W � x� S w � U ) y • c �' x n M ® 0 II� o W coh Cl) o Z < Q E E ° oo Z Z< o � Ze 2° 0° � 6 _ a� 0 OFi O E O N I_ O ¢Z U Z WZ 5 ro CJJ � - ro �< oY U O zZ w mo oLL Z C < n 6 W 1 Z Z o � 29 g° 2� U <� r yW 3 C a x �U 0? = J 6 2 ca W ca co N L�.. � N Q ( O U C4 ~ U Z � r M .T� = r T i r-- N M r E _ M r o z fQ Z � E O UJ T r- M cc IL E U � Q p JOB NO : 20-8075 SCALE : AS NOTED SHEET NO. 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PRODUCT APPROVAL SPECIFICATION SHEET "-�l.1-1--...�------,-�-."------.-----,-,�--.-,-.---"----,.--".,�-,.-,----�-,--,-.-,----.-,-.-,.,,���--�-�.-.--�-,-,..-,.� --------- --,-.��."-----------�-.-,�-�--�-,--�----,��---.�.�.-��.---�.,-�-� ....... �----,-,,-�--..----�------,--.-.�.-----�--,.-��--,---,,--,�,�--,�.---."---.--�: I As recluired by Florida Statute 553.842 and Florida Administrative Code 913-72, please proiAde the inibrmation and approvel numbers on the building July 8, 2020 � � (2o,8) i . t components listed below If � I 1 = U) - co - -0 :�:. �2 0 I 2 2 -1- -=3 0 - Q) `- 0 (3) ( a = 2 c= M -0 a- . z99aW9AHff 1 1.401 1 - J-111111 f-lv-----Il I TM A3 .. . ................. I ........ . ... . 11-1-1 .... � .... . . . ........... . ..... -- HD210-2 � . .... � .... � .... . ...... FL17244.1 . ...... . ...... . ......... .... - ......... . .............................. FL17232-3 � ... V ESR-3455 . . ................ . ... � ...... � .... 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Wk Cross Support . . (May be cut tc� W� . See Anchor Schedule I I Right5facket (16G.auge) CategoWSubeategory Manufacturer Product Description Approval Numberi - - Test Pressures Exp. Date .. . ...... ................. ----..-.-.....-....-..-- Rij 11 ...... I ....... - ... . .... t� . ...... ...... .... ........ ..�.�....�-..".��I.I.I..�.I.I.� ..... .....' ............. ... I ...... .-I .... � .. HD410 ... L ............ . ............. il ............................. ........ . .............. L ...... HbMd-'-" '" ........... I ................ H�i . ........................ FL17232-2 ­ '* . .......... ..... ........ . .................. �[T j ........ . � ...... I ............ ..... 1- ...... . . I ..... I . . ........... 1. ... 11- ... � .... I ............................................ FL17232-4 - .......... ......... ... ..... � ... f . ... -.1 ....... � ....... - ... 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EXTEPJOR DOORS INGING Thenin aTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461A +67.0/-67.0 psf 12131/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FI 90461.9 +67. Ot-67. 0 psf 12/3112021 ThermaTru Firiber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 HGA10 .. ... .. � ....... . .... .-H. Mid ... --. ... -11 ....... FL1 7699-1 ......... -.-....' ........ -. W . .. ..... .1 ... 1� .................... � . ...'...- �1 -- Evaluation Report ......... ...... I ........ -.1-1 ......... I ... 11-1111 ..... � ........ � ... - ...... I ............. -1---.- .............................................. . ... � ... I .... Evaluation Report 12/3112020 ...... I.- ... � ... I .... I-- ........... 12/31/2020 HGA1 OKT HGAM10KT FLI 1470.4 FLI 1470A SIM200803 SM200803 12/31/2020 1� ..... -, .......... . ............. I .... - 12131/2020 ThermaTru Classic -Craft and Benchmark FL15225.1 +67�0/-67.0 psf 12/31/2021 - ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/311YO21 HHCP2 .. ... � ------ ---- ...... . .... -- . .. . ............. HTA16 171-172357 ...... .... .... . ----...-.-----....-..- . . ...... ................... . FI-1 7680.4 ESR-34Q .. -----....--..., .. ..... -.-------------....-......-.-.-.-..--.,..,-. . ............... .... I-- ---------- Evaluation Report 12/31/2020 --- ------ . .......... I ..... I ...... 12131/2020 HG132 HETA16 FL10447.2 FLI 1473.5 ESR-2551 SIM200802 12131/2020 .... --- . ........ . . .......... - 12131/2020 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 . +67.0(-67.0 psf 12/3112021 HTA20-18 ... I ....... I ..... � ...... . .. � ........... . .................... . . �� ................ HTT16 - . . .......... � ....... FI-1 7680A � ...... � ........ � .... � ........... . ................ � ......................... FLI 7324.2 -11-1- � Evaluation Report ..... � ..... � ....................... . ..................... . .. . .... -- ............................ � ........ ............... . .................................. Evaluation Report - - � . ... � � - , '. 12131/2020 ...... � ................ � .. . ............ 12/31/2020 HETA20 1-171 6 FLI 1473.5 FLI 1496.1 SiM200802 -.- ES-01 30 12/3112020 ..... � ............................. . ... 1213112020 I � I Bolts: � . 112"`DIa,G;5G011V, 6 11 I � � '', I I B. SLIDING MI Windows and Doors Series 420 FL1 5332.1 - FL15332.5 +40.01-40.0 psf 12/31/2020 HTT45 FI-17324.2 _ Evaluation Report 12/31/20M HTr22 FLI 1496.1 - ES-01 30 1213112020 PGT Series 5570 FL251.10 4/1412021 1 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) . FL15279.37 +30.0/-i psf 5/2112028 , yol) 0,11 a... 0- la � I - . � ... ....... .... � .. .... " .... . i..6 ........ 11 ...... . ... I ..... . ... . ......... 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ESR-2549 12)3112020 T��"J .... 1 ... / .... 2 .... 0 ... 2 ... 0 B. HORIZONTAL SLIDER Ml Windows and Doors Series 188 FL15351.1 +40.0(-50.0 psf 2116/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.01-40.0 psf 4/3/2023 HUS28 2 ..... � ........................... i .... -.� ..... .... . . .......... . ............. i F1-1723Z6 ..... . . ................................ . ... . ... � ..................... -- ................ ........ FI-172327 ESR-3445 . .. .................... � ......... . ......... ......... � .. . .. ......... � .... - ................. . . . ...... -- ....... -.- .................. . ... ... ........ ESR-3445 12131/2020 - � ......... .. --------- 12/3112020 HUS28-2 LU24 FL10856.11 FL10655-103 ESR-2549 . ESR-2549 12/31/2020 ............... � .................... � .. ...... 12/3112020 ......... . .... I ................ I ..... . I ... PGT Series 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL1 5353.2 1 N/A 12/31/2020 ... . .. --- ....... . ...... . i .." ...... . ....... -j 11.1--i"..... ..... 11 ................. � .... . ....................... ........ . .......... . ......... � ...... ... . ..... . FLI 7232.7 . ---- ... .... .. ........................... . ....... . ...................... . . .. FL1723211 ..... . .... .... ....... � ....... . ..... ....... � .. . . . . ........ ........................... .. . ..... .................... � ...... � ..... . .... ESR-3445 . ... ..................... . .... � ................ . ......... . ............... � . ..... . .............. � ............... . ......... � .... . .. . ............ ESR-3445 ...... . .................... . .. . ........ 12/31/2020 - ... � . ........... . .. . ... ... . ..... � .... 12131/2020 LU26 LUS210-2 FL10655.104 FI-10655.107 ESR-2549 . ESR-2549 I 12/3112020 .. . .... . . ..... . ............... ......... 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 � E. OTHER Li Brkket C 1 6 Gauge) Of 1 4 Self-0till Ing Scr#mThrul brackell ... I ...... I ............... � ...... � ......... I ......... ...... . ......... . ..... � ... .... ... ... I ................................. . .......... ........ � ............... � JUS26 .. I ......... - ........ I ... I ..... � ..... � ............... ... � ................... I ...... � ... 1� ... . ......................... FL17232-10 iji��Ti ......... -- - ..... - ...... . ........ .......... . .... . .................. . .. . ...................... . ........................ .- ... I ..... -.11 ............................. � ... I ............ ESR-3445 ..................................................... -1-11 . ...... 11 ... � ...... I ...... � .... -.1 ... � ...... � ... 1- .. . ................. '� ................. I ..... ESR-3445 ... .... � . I ... ...... � ....... 11, .... I . . ........... � ........ 12/31/2020 ... 1- ..... � ... �. ...... ---' ........ 11 1213112020 WS24 WS26 FI-10655A09 FL10655.111 ESR-254-9 ESR-2549 . ..................................... I ... I 12/31/2020 I ........... . . --- � - - - 12131120M z Back Cross Supoort into A/C Unit 8mom Side .... . .................. I ... j �� ...... . .. I ......... I ... . ......... I... ............. 1. i��Iiii ... . ... � .... . .... - ........ I ......... . ................. . ................... I ......... ... I ... i��� .............. . � .... � ...... -1 ....... - ....... � .............. .... i��.§i& LUS26-2 FLIG655.112 ESR-2549 --'i i'�' ' 3. PANEL WALL - 3 each sldv for hurilitcarli (Typical. utse) ........ . ................ jo "'" -"--'-' ............. . .......... . ... ... . ... ............. � .... ............ ....... - ........ ................. I ... - i -f i . ... . .... - ................... I ........... 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KST280 ...... - ............. -.1 FL17241-15 .... - .................. � ........ � ......... � ........ FL17244.15 -' ""'' ESR-3444 ' . . .. ... ...... ... * ... ­ .... ........ . ... ........ * ... .. .. . ..... .. . ... ......... ­ ' .. ......... .. . . . ... ESR-3455 . .. 1213112020 .... .... * ...... .. ..... *­ " 12/31/2020 - LEG3 MST130 R-10667.71 FL10852.7 ESR-2615 ESR-2105 12131T2-525 ..... I .... I ... - ............................ 12/3112020 d� OTHER ---11-11 - 11-1- 11.11, - I -1- -1-1--l-1-1-1 - 1-1 1-1-11- .-I - ---,-, .*4sl:d!l,d Jildsisitlatiatit. huditwdiditatu, aunr pindini" with zi Adindiam-Air. -%li - I I Ea6-ited RgilllwASoA D-williagw-W& open ftqam (*Qbk-AlwV4"ii I I LSTA12 .......... . ................ . ........ I .... 1.1-.1-- . ................ . . . LSTAI 5 � -'- -- FI-17244.18 ..... . . . . ............ . .................... . .. . ............... . ..................... � ....... . . FL17244.18 I ". - ,-- 11 ESR-3455 ...... ....... . . . .... . ... . .......... � ...... � .. . ...... ............................ . ............. . .............. . ........ ............... .. � .... . ........ ESR-3455 12/31/2020 . . ..... ............ . ..... --..- 12131/2020 - LSTA12 I-STA1 5 FL10852A FL10852A ESR-2105 - ESR-2105 1213112020 1213112020 4. ROOFING PRODUCTS - ; LSTAI 8 11-1--l- - - w!94� 18 ESR-3455 12/3112020 LSTA1 8 FLI 0852.4 ESR-2105 -.- 12131/2020 ........... .......... .......... A , ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/1612022 B� UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 1011812021 1 1 ............................. E§ ........... . . I ............ ............. . ...... . ....... y� i ................................... 8 ........................................................ . ............................................................................................. ................. 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I .. . ..................................... � .................. . � ....... I.- LT11 31 .............. � ....... . ...... . . . . ................ ..................... . .. " ... . ........ I ... - ................... ....... ffi Ii.6 ........ ......... . .f§...f - ... I ....................... . .. . .. ri3.�ffi.�..y ....... . ...................... I ...... I .......... � ... I ........ . ............................. FI-172192 . ......... .....11-- ...................................... ESR-3455 I ... -1.1.11--. ... I .. .............. ............. I .... . ... I ........ . . I ..... I .... . -.1 . . .... �.... ......... ---..- ..... ........ ER-0200 ......... . .. . ............ . ..... .. . .... . .. -1----il ... .... . ................... ... ...... . ....... "...1.1--..... - � .............. . ....................... � .............. . � . . ..................... . ................... � . . ........... � ........................... � ...... ... ER-0200 ....... - .... 12/3112020 ......................... ..... . I-- 12131/2020 .... il��ii� .. -- ................ . � ........... . ..... 1213112020 LSTA36 LTT1 9 LTT20B LTT131 FI-10852.5 FL1 1496.3 FLI 1496.3 FL1 1496.3 ESR-2105 ER-1 30 ER-1 30 -.� ER-1 30 121i -i]��� .... . ....... ..... I ....................... 12/31/2020 ........ � ..................... . ........... 1213112020 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Flodda Department of Business & Professional Regulation Page I of2 Florida Metal Products, Inc Vent RV10 FL21580,3 - N/A 12/31/2020 . Lomanco, Inc DA4 Exahust Vent FL1 720Z 1 N/A 711012021 1 E . ROOFINGTILES Boral Tile Villa 900 FLi - FL7849.28 N/A 12/3112020 Building Codes and Standards M812018 .............. I ................... . ..... - ......... . .. ......................... LTW12 .... .... I ........ I ..... . .. . . ............. I ...... � ....... - ........... � ......... � FL17244-8 ................ � ................... � .......................................... . ..... . ............... I-, .......... � ...... . - ........... � ................................. ESR-3455 -..- ....... .... � .... � ............ . ............ 1213112020 - LTS12 FL10456.29 ESR-2613 ..... I ...... - .... � ..... � ....... � ........... 12131/2020 Boral Tile Saxony 900 FLi - FL7849.20 N/A 12131/2020 ' Product Approval Application Detail ... . ...... . ............. Lob - .. . ..................... ............... .. I ............ .:�� . -2 .................. . ............... . ..... � . ............. � .......... . ..... . . ............ -- ... � .. . ................ . .......... ESR-3447 � .. ................. ....... ....... ...... 12/3112020 LGT2 FL1 1470.7 SIM200803 1�dii , - I MP3 .I. -I... ... .... ....... .- ........... -- .......................... . ............ FI-17244.22 ........... � .......................................................................................... ESR-3455 ..... ..... ... I ................. I ... 11 ... - ..................... ............. I ..... I ...................... ................ I .............. . � ... . ...... � ......... I ... 12131120M ...... - .................................. LS30 FL10446.15 ESR-2606 12ti ... .1 .... . ....... . ...... --' ... 1- .... F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032"Aluminum GulfLok 16" wide roof panel FL1 1651.2 R3 NIA 4112/2024 11 MP34 Fl-1724413 ESR-3455 I I 1 12131/2020 A34 FL1 0446-3 ESR-2606 12131/2020 CodeEni T111:149 Version Revision 2017 Manufacturer GulfCoast Supply & Manufacturing, LLC. Category: Roofing or Contact Enalneer & LIcanse Validated By Eng David Daniel S. Kuhn Locke Bowden P.E. (352) 498-0778 PE-75519 (334) 300-1800 Date Date Validated Submitted 1 0/1 2i'2017 10110/2017 Data Pandina FBC Aipproval 1011712017 Date Approved status 12i'1212017 Approved MP4F .... . ---- ............. ... ..... . ... . ............ . . ..... .11.11-.- MP5 FL17244.24 .............. . ....................... I ....... I . ...... � ... . ....... . .............. . ...... I FL17244 22 ESR-3455 ..... . . .................. . .. . � ........ . -- ......... . . . ...................... - .. . ... � ............................ . ..... . ........ -- ........ ESR-3455 12131/2020 .... . ....... --.- . .......... 12131/2020 LTP4 LS50 FI-10446.19 1T10446.16 ESR-2W6 - ESR-2606 12/31/2020 - 'i�6'1-1' ... 2* ... 0* .... 2 .... 0 .... 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 MPH3516 FL1 7240-3 ESR-3447 12131/2020 WMI416 FL10667.86 ESR-2615 12131/2020 -.'--- -'-W�TA12 ..... -.-�.�� ��.-- ... I ... I ......... ... ---------.........' .............. . ...... . .. -.... .. . ........ I ........... . ........ � .... ...."... ..... . ... --l" ... I . . .. . ........ ESR-3455 . ..... .... i�imi�.. - MSTA12 F1-10852�13 ESR-2105 .... . ...................................... 1213112020 All American Shutters & Glass Galvanized Steel Storrn Panels FL17869.1 N/A 12/31/2020 Subcategory: Metal Roofing Compliance Method: Evaluation Report from a Flonda, Registered Architect or a Licensed Florida Mfo0_gulfcoastsuppIy.ccnn I MSTA15 ................. I ......... . .6 .......................... FL17244A8 ..................... � ......... i�ii I ... ......... ......... ....... ESR-3455 .... � ... ........................ I .......................... . .."... ........ -11-1... ...... . .... 1-1--- .......... -- ..... 11 ..... I ..... I . ......... .......' ESR-3455 1213112020 ............. � ..... . ................... ,� 12131/2020 MSTA15 MSTA18 FL10852.8 FL10852.9 ESR-2105 - ESR-2105 70 ... 12/31/X4 i��i �6" 6. STRUCTURAL COMPONENTS I ProfessionalEngineer L 'I - ' �'"� I - - , - , , I " " - I - I I - ......... � ...... . ...... .... I .... ......... . � ... ... . ...... . .................. ff.iY2 -fd .... � ....... I ......... ...... ........ � ....... � ................. . .............. . . . . . . .. I.Iff . �� ..... I.- ...... I-- ---'- - - - ... . - - ....... -f ii:i .. .... . . . . ............... - 'V - MST, 4 FL10852.9 ESR-2105 .... i��Z. ...... I ................ . .. . ............ A. WOOD CONNECTORS/ USP Structural Conn. see chart I atjila pro, _ I * _- , _I , �' � , Wi - , � , "I 'r r i I ,� 11 1, ,- �' , �' �' -, C - , , , . - - �' , " , '��'�' � C 1 , I 1-1 I I I � �" � I - ,� I . 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MSTA36 FI-1 0852.9 ESR -2105 12131/2020 ....................................... ... . - - ---- - --- --- - - ANCHORS - -TI Simpson Strong ie see chart sea # I 2 3 4 5 6 7 Product Model. N ber o Name um " 0.0328,quot; Aluminum 5V CAMP 0.032&quot: Aluminum Gulf Lok %quot; 24gi Gulf Snap 1 &quot; 24gi Versal-oc I&quot: Versal-oc.032&cluct; Aluminum 1.5&quot*, 24ga. Gulf Snap 1-58iqui 24ga. Versal-oc Quality Assurance Product Description Contract Expiration Date Min 0.032&quot; 5 V Crimp Auminum Roof Panel 04/12/2024 over 15/32&quor, Plywood Min 0.032&quot: Aluminum Gulf Lok 16&quot: Wide 04A2/2024 RoofPanel over 15/32&quot; Plywood I&quot; Gulf Snap 24 Ga. 17&quot; wide RoofPanel 04/12/2024 over 15j32&quot; Plywood %quot; VersaLm 24ga 16.5&quot; Wide Rooi 04/12iii over i5J32&quoi Plywood I&quot; Versal-co min.032&quot: Aluminum war 04/12/2024 15/32& uat; Plywood "I 1 .5&quot; Gulf Snap 24ga. 16&quot; Wide Roar 04/1212024 Panel over l5f32&quot; Plywood 1.5&quot; Versal.cc min 24ga, i6&quot: wide Roof 04/12/2024 Panel over 15/32&cluot; Plywood Approyed for Use In Ki No No Yes Yes Yes Yes Yes Approved for Use Impact Outside HVHZ Resistant Yes N/A Yes N/A Yes N/A Yes i Yes N/A Yes N/A Yes N/A Dki Pressure �N,A/ -105.5p,9F -NW -116.OPSF +NYA/i ,N/A/ -138.5PSF ,NJA? -101.0PSF +N/A/ -116.OPSF +NIA/ -123.5PSF ............ . . .................................................... � ................ MSTC40 ..................... I .............................................. I ........ � ..... MSTC52 ........ . ........ . ............ . ............... . .............. � . ............... MTW12 ............. -- ........................ � .............. � .................. ..................... . .......... � FL17244-26 I ................... - ...... . .. . ........... � ................... FL17244-x . ��.. ....... - ............ I . . ....... ESR-3455 ....................................................... I ...... I .... .1, ... - ... - ....... I-- ... -11-1.1-1- .... .................... I ... � .. .... ... � ............ ESR-3455 ..... .. . .................... . . .. . .. . . .... . .. . ..... -.- . . � ..... - .. . ............ . . � .... � ... � ........... ..... . 11 ... -1.1 12131/2020 � ........ . .......... --� ........... . .. 12131/2020 .... i. ij]��. MSTC40 - MSTC52 MTS12 FL1085Z 1 1 FL10852-11 FI-10455.33 ESR-2105 ESR-2105 ESR-4 "613 1213112020 .1- ..... 111.11 ........... - ............. 12/31M20 .... ijj�ii .. B. TRUSS PLATES ITW Building Components Alpine Truss Plates FLI 9991 - FL1 999.4 N/A 12131/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 . ......... -.1 ... . ... M :: [ � � . ............ .... ..... - � ----------- � .... - ............ . ............. .. . ........ ....... ... MTW18 .. . .... � .................... . . .......................... . . fia : ji ��6 ............ . ... . ........... -, --..-.--.....---.-.-....- ... ... ffi T:;�4.8 ......... . .................... .............. . . . ...... � . ........ . . . ............ ..... --..-.,--......-------....--...-.-,.''........�..� ESR-3455 -, ... I-- .. . ...... ..... � .......... . ... ..... . ............... ............. . ........ . ..... ... . . . .................... . .. . ........ . ...... ESR-3455 ... � ... . .. - ......... 12/31/2020 .... . ..................... . . .. 12/31/2020 MTS16 MTS18 FL10456.34 FLIC456.35 . ESR-2613 ESR-2613 . .... - ... � . . ........... . .......... . ..... 12/31/2020 ..-i ij��.. CC o ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3131/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5121/2022 - MTW20 1-11 .... � .... ...".. .... ..... ...................... --' ............ . ...... MUGT15 FL17244-8 ...... -1 .... �.- ..................................... I ............... . ............................ FI-17240�5 - - ESR-3455 ................... � ........................................................................................................................... ............ ......... . .. ESR-3447 � 1213112020 ... " ..... I ............................. .... 12/31/2020 MTS20 - MGT R-10456.36 FLI 1470-9 ESR-2613 . SIM200803 12(3112020 ............... -- ......................... 12/31/2020 Commercial Concrete Products, Inc. High Strength Concrete Lintels FLI 774 N/A 5/25/2024 NFM35XI2 I ...... .. . ....... . ....... I .... I .... I .. . ...... -.- ......... . ... ........... NFM35XI61J FL578.2 .. . ... . . ....... I . ................ . ... . ............ . .... � ......... � ..... . ................. FI-578.3 Evaluation ort ...- ....... I .. ........ . ..... . ........ -..-... . . ........... � ....... � .... RI T.- ... � ..... . .. . .............. - ....... I ..... . ......... Evaluationj Report 12/31/2020 . - ..... � ..... . ........ ... I 12/3112020 M131-143.56/11.25 MBHA3.56/16 FL1 39N.6 FLI 3904.6 ESR-2616 ESR-2616 12J31/2020 .......... ..... . ...... . . .. . ...... 12/31/2020 11 .... - .... I ... -... ..... .il ... - ....................... PAU66 ...... � ......................... F.L.112.39.1.3 ................ . ............. FL17239.13 ..... ...... . . � .... � .......... . ............... -- .............. E.S.B.Z314.9 ........ � ....... � .......... -.- ..... . .. . ...................... ESR-3449 .... 12../.3..1-/..20l2.0- 1213112020 HDU2-SDS2-5 GLTV3.516 FLI 0441 A FI-10%7�8 ESR-2330 ESR-M1 5 ..... 11.21.31../.29.2.0- 12J3112020 I I : : The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the tilowing � intrination must be available to the inspector on the jobsite; 1) copy of the product appri 2) . : ! 1-11--''1-­-­'----"-- --- -­'1-1­'---''- -­'.1't'-'-'-'r1'-" L -­'---'-'--­" - -'-'----"---'- � �"-------------'-'-'�--'''-'-.---I---'-"--�- '-------1----'--'--1 ---1-­----­­-1 ------ ­1­:---"'--- ­­ ----­----­-'-r­ ------ - -"----'--- ...... --'--------.-'- --.--1-1------ � 1 , I I I � � ; -,-- I I... - - W, - 11 - -- 11 � - - - � - � -- - - � -1 : ,- � . ;- - � z z - -- - - ---- I I - I-- - --- - ---- --- � I - - - - - I . - - -- --- - -- . --- - - - - . 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Guif Lok 16&quot: wide over 16iii 04112/2024 Plywood Win 24 Ga, Gulf Beam I 6&quot; Wide Roof Panel 04112/2024 over 1x4 Wood Purtins over 15/32&quot; Plywood Min 24 Ga. Gulf8ea., I 3/4&quot; Snap Lock, 0411212024 18&quot; Wide Roof Panel over 15/32&quot; Plywo od-108.5PSF Min 26 Ga. 5V Crimp Roof Panel over 15/32&quot; 0411212024 Plywood-156.5PSF Min 26 Ga. 5V Crimp over 151i Plywood 04112/2024 Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/1212024 Purlins war 15/i Plywood Min 26 Ga. Gulf Lok 168,quoi Wide Roof Panel over 04112/2024 15/321i PI ood yw Min 26 Ga. Gulf Lok I Uquot; Wide Roof Panel over 0411212024 i5/32&quot; PI ywood- Min 26 Ga. Gulf PBR Roof Panel aver 15/32&quat; 0411212024 No No No No Yes No No Yes No No Yes Yes Yes Yes Yes Y 3 Yes Yes Yes Yes N/A N/A NIA N/A N/A N/A N/A NIA NfA N/A +N]A/ -108.5PSF +NjAiii +NYA?i +NJA/ -li +N/IV-131�P81' -NJAJ -156.5PSF +N/A) -161.OPSF +N/AJ-63.5PSF +i 11, ... --- .... I ... -.-P. i� . . ...................... .......... I .... �- ........... W�i§.J' ... � .................. - . .... . . .... . . .. . . .... . .... . ........................... I ........ . � .......................... . . .. . ... I . . ............. I ...... I ... � ... --.1--.1.1 . ... ER -0200 - . . ..... ............. - ..... I ... I ... I ...... -, ... 12/31/2020 FGTR - FLI 1473.2 -.- SIM200802 ......... � .............. - ............ 12131/2020 Cn . . ........... . ....... . ��i6 .... . .......... I ... . ...... ..... . ...... Yiiii- -.1 ... ........ � ...... . . ....... -20 . . ..... .... - ......... . .. . ...... .. -..---.--- ........ . ..... . . ....... I ....... ... I .. . ...... I-- .......... � --- - ----- - ESR-3444 .-T i .. ... GS16 FL1 0852.1 - ESR-2105 - ....... -.- .......... . .......... . .. 12131/2020 ... . . . ....................... . ....... ...... ........ ..... I ................. . . ... ..... ..... � ... I ....... RFLJS .... ... I .... 1� ..... �.. ..... I ...... I ........ 1-1 . ........... I ..... I ... I .... � .... -. RS1 50 . . ........... � ...... . ............................... ... .......................... RT15 ................................. I ...... .� ...... . . �' .. ........... I ...... . ........ RT16-2 ... I ...... . ............................. .. . . � . ... .. .... ... ...... ... I ............. RT16A ...... . ..... ---.----........ F[�O�i-6 .. .... .. .. . ..... ..... I ..... � ......... . ............. I ...................... � .............. . ...... . ....... . I .... I ....... FL1724417 ...... I ............... � ........................ I .................. � ................................ . . FI-1 7236.3 ............................ . .............. . ........... . .... . . .. . ................ . ..... . ...... FL17236-2 .... . ....... . .... � ...... . ....................... � . ........... FI-1 7236-2 ---- ---- -.- ------ - I ... ........... .. ------- .. . .... ---....--------- ........ . ......... . . -.- . .... ... Evaluation Report ................. . ...... I ............................................. . .. I ...... 1� ....... I ...... I .... � .... .... � ................ I ... . .............................. . . � ESR-3455 ................. � ............................ . ............ . ................. � ........ � .................... .. � .... .............................. ..... ...... .......... � . ESR-3448 ..... I .. . .... 11 ... I ..... ...... ........ . .................. . ... . ............. I .... . ..................... . ...... . ............. . ...... . ......... .................. ESR-3448 ........ .... I .... ...... .. . ....... . .... � ........... I ... 1-11--- ....... .. . . .............. . ........ . ... � .... . ...... . ....... ESR-3448 ........ I ........... . - - 12/31/2020 ..... I ..... - ........ . .................... 12/3112020 .......... ".....-I ....... � ....... .... 12J1311 .. .. I ... ... ....................... . . ...... 12/31/2020 ..... ..................... . ........... 12/31/2020 H1 1-110 1-110-2 1-110A H3 FL`104515�5 FI-1045&6 FLI 0456.7 FL10456B FL10456.13 ESR-2613 --- - ESR-2613 ESR-2613 ESR-2613 ESR-2613 .1, 12131/2020 I- ...... -.- ................ � ....... I 12J31/2020 ............. � ................. � ............ 12/31/2020 ..... i. lij]�� ... ... li ijl� ... RT3A ..... ...... -.1 ........ I .... -.1. --1.1 ..... .. I..".. .... ....... FI-1 7236-3 ......... � .... I .... -.1 ...... . �k� . .................... � .... I ...... . ESR-3448 ......... "... ......... � ......... I .... I .......................... I ... 11-1.1.1.1. ............ I ........................ I ........... � 12/31/2020 .... i. ii��- H4 H5 FL10456.14 FL104,%.15 ESR-2613 --. ESR-2613 12131/2020 i��ii �j` RT5 11 .. . ............ -- ..... --......-'.----- ... .... ................. RT7 FI-172363 .. . ............ - - ...... � ... � .... FL1 7236-3 ESR-3448 ...... I ... ......... . ............ . ......... . ... . .... ...... ..... I ........ 1-1-11.1- . . ....... --.1 . .... ......... I .... .. --------- ESR-3448 12/3112020 ...... ..... I ............ . ....... . ....... 12/31/2020 H2.5 1-12M FLI0456j1 FL10456.12 ESR-2613 . ESR-2613 .... 12/W7Z2-6 'i ii�jA- � i i I � - - --,- - - - --- - -I,-,---- I . , - - --- ---1--.--11- ... �l"-...�-...,---,�--..-.-"."--�-,�;�-----,�---..-,-,----- I I � - � - ---- - -- - - - i--- � z i -.',r-'--­­ ------- ---- ­'-­-­'- ...-I-11--l-1-1- : 1 I . - - --- ------ . - ----- -- APPLICANT SIGNATURE - - --- I --- � 1-11-1-11 DATE ; i i I I - - I ---'.-------- --------- : . S - ------" - - . � , i --------".'--'--'-- � : RT7A FLI 7236.3 ESR-3448 12/i Hill FLI 1470.3 SIM200803 1213112020 Plywood-i54.7PSF -... .... I ...... ......... -4� ............... .... ............ ...... I . ...... . .... I ... . .... I. f . ... -........- ......... I ....... . ...... ....... I .... � ........ � ... - .......................................... ......................... 1.11 ... � ..... . ...... I .... I ...... 11, .... . ........... I .......... ESR-3448 I .......... 1-1 ...... '---, .... 12/31/2020 spi FL10456.41 -� ESR-2613 ... i�j�i� �b- " SPT22 - FL17244 30 ESR-3455 12131/2020 .. SP2 FI-10456.42 ESR-2613 ..... i2ii .......... . ............ . ....... I ........ � ....... . ................................ SPT24 .................... I .......... � ...... � .......... I ............................... � .................... FL17244.31 ....... . ................................................. . ..... 1- ........ - ..... I .. . ........ � . ....... � ... .. . .............. . .. � ..... . .......... . .... ESR-3455 . ... . . .. ... ..... I ..... - ... � ............... . 12131/2020 . SP4 FL10456.43 . ESR-2613 i ii�ff . . . Florida Departmi of Business & Professional Regulation Building Codes and Standards Page 2 of2 3rAM18 - ........... -.1 ... . ... i� .... ........ ........ I ... ..... ..-- ...... 11.1 .... -.-§Pfl� ........... . . ..... -� ... I . I .... 1--l".. ................ § . ......... . ........... � ... - ... I ............. . ...... . ...... . . . .................. - ... . .. I . ... ........... .. . .... Y� . - ...... I .................... il . . ..... I ... .. i� .............................. .......-I-1 ...-.-..-, .. . ...... . ........ ................... . ........ I ..... .11 ............ ...... I ..... 1.1-1 ... � .................. . .. . .. . . . ............ ESR-3455 .... I ... � .. . ............. .... ... I .... I ... � ..... I ..... . .. . ................... ................ . ...... . .. � .. . ......... I .. . ............ -1 ........... ESR-3455 .. . I .......... .. -..........' .... I-- ....... I-- . ................ I-- ........ � ...... I ....... . .. .......... I ...... . ...................... -- .............. ESR-3455 . . . . .... ................. � ....... -- .... .. I 12/31/2020 .... . ....... . . ....... � ... .... . ...... 12/31/2020 ... --l-I ...... . .................... 12131/2020 SP6 SP8 ,SPH4 FL10456-44 FL10456-45 FL10456.46 ESR-2613 ESR-2613 -.- ESR-2613 ..... .................................. 1213112020 ... -.1- . ....... � .... . .. . ........ �.. 12131/2020 i��t �6- CD Product Approval Application Detail .... .................... I ................ I ......... � ................... ........ .......... ......... . . SPTH4 .. ..... ...... --.I..- .............. ... � . . I . ...... .......... � . . ..... . .......................... � ........ . ............. FI-17244.32 ...... li� I . ... . .......... � ........... . - ... .... . .. . .... . ................ . .............. . ... . . . � ....................... � ........... . . . .. . ....... . . . .............. . .. . . . .............. � ESR-3455 ....... ..... --........--..----.--..--- . .... ... I .... . .... � ....... . ... � ..... - .................. � .................... . . .... ......... .. � ... . ............ � ..... . ......... . . - ........ 12131/2020 .. . ..... ..... ..... � ..... . ................ SPI-16 R-10456.47 . ESR-2613 ........ . ................................... 1221/2020 -ijijii - E Q"IyAssurance Aidixorved fair Use Approved low Use Impact poslan .%at Product Model. Nuffd)er or Name Product Descrictio C20hAd Exglrdlon Date In Hi Resistant Pressure § ESR-3455 1213112020 SPI-18 PLIG456.48 ESR-2613 SPTI-18 FL17244-32 ESR-3455 12/3112020 . - U24 FL10655.141 ESR-2549 . 12/31/2020 ............................................ 16 is 20 21 22 23 26 Ga. GulfIPBR 26 Ga. Gulfi 2S Ga. GuIf1PBR 26 Ga. GultRili 26 Ga. GuIfRib 26 Ga. Gull Win 26 Ga. GLlfPBR Roof Panel over 1 x4 Wood 04f121i Purlins over 115/32iliquot; Plywood W 26 Ga. GuItPBR over 15)32&quot; Plywood 04/12/2D24 Iii 26 Ga. GuIIPBR over 1x4 Wood Pi over 04i I 5412&qui Plywood Win 26 Ga. Guli over 1x4 Wood Purlins am 04FI21i 15f32&quat; Plywood Min, 26 Ga. GL4fRib over I 5/32&quat; Plywood 0402ii Min 26 Go. GuffRib over 15132&quat; Plywooc! 041i Yes Yes No No No yes Yes Yes, Yes Yes Yell, Yes NIA NIA NIA NLA N/A NIA +N/Al -i51-7PSF -N)A/ -154-7MF -Nffid -151.7PSF -N/Al -16i -i -159.2PBF -N)AJ -115UPSF .............................. §0. ..................... . ..... ......... I ... I .... 11 .... 111.1-il .f� .... ......"..-I... ... 11 . . ................... � ... I ................... -1 .......... I ........... "'.."....- ...... ... ........... � ..... I .......... - .... � ... - ............... . . . .. . ESR-3445 ......... ... I- ... ....... . ­'J�ijj/2= HHUS28-2 FL1 06 55.3 ESR-2549 12/31/2020 = � -+-O a) 0) - C U) M ................... ..' ...... I THD28 ffib�� ­­­ . . - - FI-1723216 ............................... T� i-d ' ' ' - ESR-3445 "' """ ' - ' " * . . . . . .......... E S"' R' ........ 3 ... 4- ... 45" ....... ...... ... .. .............................. * ....... . .. ** 1213112020 .... I' 2-6-1-/'20- M" - HHUS410 HGUS5.25/12 FL10655.4 FL11468.11 ESR-2549 SIM200MA 1213112020 -i ij]��- THD41 0 .. . .... .. I ......... ... � ....... . . ...... . � .... � ................ . ......... TI-jD412 FL1723216 ..... . . . . . ........ . .......... . .... . ......................... � .......... ... . . ......... -.... FLI 723216 ----.1---.1.-. - I ESR-3445 . .... . .......... . . ................ ... � ..... . .......... . ..... . � .. . .............. . .... . � ........ . ... . ..... � ...... . ............ . ................. ESR-3445 12/31/2020 ��.. ... i��ii2d HGUS414 HDQ8-SDS3 FI-11468.10 FLI 0441 -1 SM200804 ESR-2330 - 12/31/2020 --f2id1i �6­ - THD612 ...... -.1 ............. � kl�ii ................... ... . ,.-.,..,-.-... ....... ..U. T�. - ......... .... I ..... ... - FL17232.16 .................. . . .... 1- ��jfi I .... ... �� ... I ......... .... I ...... . ............... . .......... r .i .................. - ......... . ... -.1-1. - ESR-3445 ...... .... ... I ..... �' ......... � .. ..... ..... �' . . .... .............. - ......... . .... . .......... ... . ................. � ................ . . � .... . ............ ... ..... . ............... .. .... .... I ..... I........- ESR-3445 b;i�'Ai�� . .. ...... . . * ... * .............. . .. � .... ...... . 12/i - ....... 1�6ii��­- .. *i�6ii�6 - MSTAM24 MSTAM36 MSTCM40 Fl-1147119 FL1 1473. 19 FL11473.19 SIM200802 SM200802 -,." SM2013802 12/3112020 i ii, z ... ........... 12131/2020 24 25 26 26 Ga. Gulf1i 29 Go. Gulfli 29 Ga. Gutfli Min 26 Ga. GulfR!b over 1 x4 Wood Puffins am 041122024 1&432&quotloyi Min 29 Ga. Guffifith ever I x4 Wood Pi over 041i2=4 15/32&quat; Plywood Min 29 Go. GulfRib over 15132&quat; Plywood 04112ii Yes No No Yes Yes Yes NIA NIA NIA -N/Al -164-21PSF -NIN -123.5PSF -li -146.0PSF I-- ..... � ............. . bil - . ........... . . I ...... .................... . .......... .y .§,.-6 ..... ....... ....... ---.- .... 1- ....... I ..... . ........ � . . ...... .... . ............... I ...... � ....... I ....... . ..................... I ............... I ............. ER-0200 . � ..... . .......... . .... . ............. . . . . 12/31/2020 HFETA20 FLI 1473.9 - SIM200802 -f iii id, Co > > 0 " 0- ... � ......... I .... ........................................... � ..... � .... � .......... - 1-11 ... I .... . ............ - ......... . .. . .... . ........ . .................................... - ................ � .................. . ......... � ..... � .. . ........................... . .... . .......... . ... .......... . .... . .. . ..... . ............ . ....... � .......... - LGT3-SDS25 FI-1 1470.7 -... SIM200803 -i��ii Z" ................................................... I ................. � ...... -- ... - I ..... -1-11.1 ....... � ............. I ......... � ..... . .. 1. .... � ....... .............................. - I-- ... I ................................... � .... � .. .. . ......................... � ........... � ............................... � ..... . ............ . .................. - LGUM26-2 FLI 1 473.12 . SM200802 . . .......................................... 12131/2020 - - - - - - 27 20 29 Ge- Gulfflfib 29 Ga. GulfRib Win Z9 Ga. GLA[Rib aver 1x4 Wood Purfins over 041i 7ti6&quct 0 S-8. Mini 29 Ga. Gui over 7116i C.B.B. 04/11=024 No No Yes Yes NIA N/A -NIA/ -101.0PSF �NAV 0 CL < - - - - - - -111(i I " -4--# 0 =3 I I starch Criteria I 1 - --1 - - - Cod version: 2017 Fl. it. 11651 I 'i I F i i I App= Type: Category: ALL ALL Product Manufacturer. ALL subcategory: ALL 0 Application Status; ALL Compflai Method: ALL L- Quality Assurame Entity Contract Expired: ALL Product Descirlpflon: ALL Product Model, Nurnither or flarne: ALL Approved for use In HVH7-, ALL 0- Approved for use Deido Pressure: outside HVi ALL ALL Impact Resistaint. ALL Date From: ALL < (D Date To: ALL C/) 0 C1113 M ,; 1 i ! I :!all!; 1 i ; lile : ill: e; , a i WAVANililiffillisaam 1 1 1 �: i i 1 1 � : i i 1 i ii 1 1111111111111111111111111111111 11 giommovmmo Code Eni or Date Date Date Pendfna We 11:1111 Version Revision 2017 Manufacturer Smart Vent Products, Inc. Category: structural Components Contact 11:1111.011ILLL"M Michael Graham Hermes F, Norerid P.E. Locke Bowden P.E. (877) 441-8368 PE-73778 (334) 300-1800 AIIII111111111W 08117/2018 08/17/2018 FBC Annroval 08/23/2018 Arinraved SAO 10108/2018 Approved =:) < 0- Subcategory; Products Introduced as a Result of New Technology hfo@smartvent.com -0 i--i- Conn pliance Method: Evalu atim Report from a jiwj��'ieri*WMIII� §99.9 I Florida Registered Architect or a Licensed Florida Professional Engineer , � I ,� '- � � I I I '. �'�"--'-,�" " " `j-',,""t"'�,"� 11 ` , I �, " I , , I I �-��'� - I I I � - � I -, , SmartVent Model #1 540-51 0 - - - �' I - -':�-",'- " - ""'-"',`,"'�'- ' - I , , - � "" :� " �� � -�� - �11-1' , , I " � � , '' � '�-'- " , '�' -'--� �''� �"'�""�-'�� �"' -"-""',��7""t','��' � , - , " � -"�!� I , - - '' 7" � � , I , � , I � "', ,,, "", ' �' �" :�' '' I ",� � - , , " '' _ _�:r�,"' - 1''.. I I - 11 I I 1, I I - I � I " I -1- � I Quality Assurance contrael E-Indlon Date Dual Function Flood and Ventilation Vent 12/3112020 - ' ' ' -�-'- ""� � "."', ��' , � z � �'� F", -711�i,' _ , , � . , ""-_� , " , --,� " " , �"" 11 , I - I I I "". I Approved for Use in HVHZ Yes -", " �� ��'�"", , �' �":' 111,A "'��' �� :"' , - , A , - " z :� �" , ,i :� , � '� , " - I , '' ,-,- - 11 Apdroved for Use outside HVHZ Resistant Yes � , I ��'�" I �""I"�,����,�'I'l�,��;"Y""� - , , � , , �- Impart N/A , , '-;,�' - � , , 1::'� 1, , : - '� , ': � '--` � � � -- , � � I - Design Pressure -IDO�100 0 " El ' LU 2 < L- CIO C = a) I 3 Son rtventliilode�#11540-511 Smarivent Moi #1 540-520 Dual Punction Flood and Ventilation Vent 1213112020 Insulated Flood Vent 12/31/2020 Yes Yes Yes Yes NIA NIA -iooli +100/-100 z -j 4 5 6 SmartVentMod #1540- 521 Smi Model #1 540-624 SmaftVent Model #1 540-570 Insulated Flood Vent 1 ?J3112020 16&quot; Garage Door Flood Vent 12/3112020 Wood Wall Insulated Food Vent 12131r2020 Yes Yes Yes Yes Yes Yes NIA NIA NIA +1001-100 N/A -1001-100 z < 7 Smi Model #11 540,-574 14.5&quot: Garage Door Flood Vent IM112020 Yes Yes NIA N/A I -j ll I SHEET NO. I I PA 1.0 . a $ore Building Codes and Standards 1v1vz°1$ Building Codes and Standards tar1v2o1$ Florida Department of Business & P7otaseiorrel Regulation Pape f or t Florida Department of Business & Professional Regulation P4+ of f Product Approval Application Detail Product Approval Application Detail Building Codes old Standards Product Approval Application Dahll vaao+e Building Codas and Standards Product Approval Application Detail 7ro7Jp+e Cade Endty or Des. gtt4 De[e Pending gMp coca Entity or Qg(g j�l{�, Data Pentllna jjgs! Iyg§, version RevM1 Ion 2(177 M >„ufaemrer TM1erma-Tru Corporation cffisgtxy Exterior Doors subcaleeory: Svdnging Extenar Door Assemblies Compliance Method: Eveluadon Repod from a FlmtCaReglstered Architect or aticarlsed Florida Professional Engineer CeMaN Enameeraucenae vellaaea By Pock 41MgM Lyrnbn F. Schmidt. P.E. Ryan J. King, P.E. (419)298-1740 PE-43409 (613)767-6555 ddkvr�IwatdgmnsudeMs. cpm Yldgatl$ afagIDlikg 1N162017 07/122017 F ac Approval 10/182017 Approvetl 12t1a2917 $28g1t Approved jygq ysnio" Revision 2017 Manu/neturer Therme•Tru Corporation CrtegorY'F-#eNor Doors subdateaory: Swtn91n9 Exterior Door Assembllas Compliance Method: Evaluation Report mom a Florida Registered Archttect ors Licensed Florida Professional Engineer Contact Enalnser 6Llunes Validated ev Rick Wrlgl'd Lyndon F. Schmidt. P.E. Ryan J. King, P.E. (419)29&174g PE-43409 (913)767-6555 Nckwatvtnldgwnsullelds. com Validated Submitted E. FBC Aooroval 12/132017 12i132017 12212077 Aborvved 02/132018 Status Approved � � � magidgilim ReWNm 2017 Thenrw•Tro Cwporagon CYepprp 6N+im Door =+�ar+ta+Y: &vhgkrg Eid+rbr Doorgeasmbtln t.aapMnaa ebMak CeMllaMbn Man or Lbtb9 assay car fmdmKALWM � �g RWcYydpM Nat)onalAxredtatlona Rya J. Khrp, P.E. (11� 298.1740 eesnapan+aM imdbb (613) TB'7'&i33 ddnr®I+vblldQaagnlreaMa mrtr � � 12120t2017 09121r2017 DIM Penclus � � 1227/2017 � Approved � � � RsVWe+l 2017 Thama-Tru Corporation Calgary: E+derar Doors arrbCgigery: awgplrgl Eldedor Door Aeeembdr CaayrWna rretllarh CertlMlbn Mark or Lbtblg �'g Rkk YVdght Near nalAxradbtlon8 Ryan J. It6q, P.E (419) 29&1740 ManagMMM Institute (813) 767$565 grA+v®IrAldpmmute++la over+ DO � � Penniless 1?/2gV2017 OgtT12017 17/27/3g1T �. Approved ELi�44ff -8Z. Oueilty Assurance. Aoorovad for Uee. Approved Torun Im oaet D.W. FLRb491-R3 Products'"'::,, � Quality A sunfnee Approretl for Us. Approved for Use Impact Daelan Ei�t gmebLAOMM Aa�L{� ��119( J� J�t E1tra1?�Bd�l aeai Product Model. Number or Name Product Desenollon Cpnlraci E:piretWn Date l� Oubltls FiVNi Reslehnt Prossure Seaa Product Model. Number ar Name Product Deaenptlan Contract ExwraNpn Date In HYHZ Outside HVFR Resistant Pr�spyp, ,g( la�lZ �,I)�Qi Bohm �Mp )�E Ia�tQ Q1�9.jt)I�i � $�!$ i a. ThermicTru Fiber-Clessk and Smooth -Stir Nominal 6&a39;8 &quMT4on-Impact&qud; opaque 12/312020 No Yes I40 WA 1 e. Thanna-Tru Fiber -Classic arid Smooth -Star Nominal baD39;e &quolNon-ImpaC&quol;O�que 12J317102i No Yes No N/A 1 aSqu�CMWo-CraR8qu0k new duprd9gndsnark by Bfb and a00ppue ark Clamed Flear96w DoorWh 12f91t1�1 No Yee No WA b e.dpskSmoolh-ksr8qu0k and 6gtbtBerldmgdc by fl+9 and bq Oppus and! caused FDerybsa Docrrdh I?A712021 No Yp No WA Composite Edge Fiberglass Single Door Composite Edge Flbergbss Shlgle DAor Tha+++r•Tnr6glrot and wdlaul SldeaM. IMwhp ark Ou1waY+p Them+wTl+rtgrat and wtt)aut BHaaea Inawhg and Oulaal+p (Insving/WlsWlrg: X conflgu N L to Co �... (U -6 -' U L 2CD_ = N c-O Co`-0 a- .� }, Al ^\ •.� O C L O Q O O LL O p > .� OL i O Q O s• era U U) O +J `V O L U U O 2!N L V v/ V cal G Q Z Z Q J SHEET NO. PA 1.1 Florida Department of Business &Professional Regulation Pg. 1 of$ Florida Department of Business &Professional Regulation Page rCL cu etldn) (InswinglDuisvdrg; % configuration) PrOutlines: EXINW ought Alaumm Approved for Marginal far Use CIO oducts tas i _tf I5520.(Large Missile impact) CIO I - Number or Nam product lttmmz �mod" Promise 0- Florida Department of Business 8 Professional Regulation P.pe t Of Florida Department d BUShte86 8 Professional Regulation Paps + of+ Florida Department Of 8118ine99 & Professional Regulation leepe+ at Florida Department of Business 8 Professional Regulation Pepe + Of DetaiICU l Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3.0 V30/2020 C - Emit, or fie, Date Dina Rendlno ca- LM Version Manufacturer Canter Enpineer&Enemas, Valldated By ValidatedSubmitted FBC Audi Atari Ella Revision 2017 GAF Michael Stich Robert Nieminen Jahn W. Knezerah, PE 12/11/2019 12/112019 12/182019 dng FSC Aron Category: Roofing (800) 766-3411 PE-59166 (954) 7728224 Subcategory: Asphalt Shingles matleh@yaf.com Compliance Method: EValuadan Report mom a Florida Registered Architect or s Licensed Florida Prdessloid Engineer Jewgt24m'Au IOU - ^ Quality Assurance Approved for Use Approved for Use tmoed Design Sent Product Model. Number cr Name Rodud De..rkill— Cordrad Etmlrallon Data In HVHZ OWslde HVHZ Resisfam Pressure 1 GAF Asphalt Rod Shingles Fits rgless reinforced 3-tad, laminated, 5-tab and 12/762022 No Yes NIA WA hloMdge ssphalt shingles Florida Department of Business & Professional Regulation Pry f a, Building Codes and Standards Imm1e Product Approval Application DeWI Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards i2002020 Product Approval Application Detail Code Errtlh or Data Date Date Pending Data Z2g4 Version Manufacturer Canted amilri & License Vetldatad By Validated Submted FOCArieroval Added. Swurs Revision 2017 TAMKO Building Products, Inc. Kenl Eden Zachary R. Plain Look. Scrodn P.E. 10/192017 im52017 102012017 12M22017 Approved Category: Reefing (417)624-6644 PE-74021 (334)300-1600 Subcategory: Underlayments kerrl_edenCtemko.com compliance Method: Evaluation Report from a Florida Registered Archfiect ore Licensed Florida Prdesimal Engineer Y saga Product Model, Number. or Name Product Description Guallty Assurance Contract Expirellm Date Amroved for Use Adarorid for Use In RVHZ Outside RVHZ Impact Desi n Resistant Pressure 6 N,15 UL Asphalt saturated o anic fell 10/182021 Yes Yes NIA WA Florida Deparlin ent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Poe, sit II linnets FLiMMS40 FLghUlB4U RM anom of Dom Rik Data PWAM Rile sac rEnft w 20 Dart DOD PWKNM Diet nett Ylt71Re $UbMWM )BSt.Ann mm version .aLb� VandWdBy YID tb*W AOQ[oved sm Revelon 2017 Lv, Thompson, Ina draThonpson MehitecturM Tony Christman Zlsehery R. ledest Loch a Session 10/10=17 10/10=17 10/172017 12/12/2017 Approved Review 2017 LV Thompson, Inc. da Ttwnpow Architectural Toy ChrI, in Zachary R. pf" Lodes 6owden '10M0r2017 f OMOM17 10M72017 12/122017 Approved Me" Comparryr(TAMCO) (813)248.34% PE-74021 (334)300.1800 Metals Conparty(rAMCO) (813)2463188 PE-74021 (334)300-IWO category: Roofing wny®ametskdoaq.— Comml Rod" .aom SubC&%gory: Roving AommorMs mal, an an 8u00d aqi RocMp Aanaoir that an an Integral Poddthe Roo" System Inesgnl Pet of thn Rosary System CampBerw Medak EvMuMdlon Roost small a Ca okS -- I I Evasulten Repotfrom a Flonids Registered Ambled or a Lcensed Flank Forida Registered Amhlect or a Licensed Florida ProfepbM Errpkrosr Pmbnlww Engineer fI etaut e: em�lmaFLSIMIM sandman Amwerved fee Use Analogies tage MINA gmam ApamMdtnrlbe Ants .t�{la kwo Daam $Rat P In HVHZ oubdo 1111iftu Reektmd PnuaM $e t In 2UWdLtM ROMBOM 1rusun 3 TAMCO OINRIdps Rod Vera with Balch 26 La. Malt red vemWlor with btggnted bdie o81o9)2028 Yes Yes WA NIA 4 TAMCO Rand Top 0"Idge Vent with Bars forT% 26 ga static rod m*oibr with belt osiam 2! Yee Yes WA WA Florida Department of Business & Professional Regulation Pagel of 2 Building Codes and Standards 12N2020 Product Approval Application Detail Code Entity or Date Data Dam Pndlno apse T1yga Versron Mnufadurer Contact Faialnea&Licnse Validated By Validated Submitted. FBC Approval Anorowd talus Revisloh 2017 Bowl Roofing Anderson Robin IAPL70 Uniform Evaluation GaryW. Walker 10/16(2017 1ag62017 1021/2017 Approved gory: CateRoofing B01) 3 W-6081 Services LLC, (205) 054-0160 Subcategory: Roofing Tiles RobinAndersomlibor ol— Conplince Method: Evaluation Report from a m Rodud Evaluation Entity - Quality Assuiance "A-,vedfa Use Use - San # N o Nunberw Name Product Model, Product. Description Contract Entration Date In HVHZ _ Approved for Outside HVHZ Inhowt: Resistant g.IgH Pins ure S_ryVVU rim Proi - Kialto, CA 2 o es 17 S9xony900-Country Slate, Hertford Slate; Shake, Sloe, Flat Profile -Stockton, CA 77/312020 No Yes N/A NIA Split Old English Thatch 18 Saxony 900- Country Slate, Shake.&amp; Slate Flat Profile - Henderson, NV 12/312020 No Yes N/A WA 19 Saxony 900- Country Slate, Shake, Slate 3amp: split Flat Profile. -Lake Wales, FL 12131 CO20 No Yes NIA N/A Shake 20 Sacony900 -Shake &amp; Slate Fiat Profle - Lathrop, CA 12/312020 No Yes NIA WA 27 a Medium Denver o es NfA N/A 29 Villa 900 Medium Profile - Lake Wales, FL 12/312020 No Yes N/A N/A I3A VIRM Deb Drat version, MOARRUMtbW RevWon 2D17 rrW Estates components Grow Ina Cmww atrudural compommts SubCabgM: Tnae Plats commissariats I I EvMwBn Report hem s product Evessabn Entity &fat 2 li BCGLN" Hinge Pate Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page.1 oft II UMM2o Code Emfty or Date. Date Oat, Pendent Rallm .fig Was Verde Mnufaoturer c.td Emu—, & License Validated By V lal dalad Submitted FBC ADnroval Approved Staff s Revisran 2017 Global Protection Products, LLC. Tim Robinson Writer A TIt18 Jr., P.E. Jahn W. Knerevlch, PE 091062017 0&312017 091112017 12M2/2017 Approved Category: Shutters (954) 689�7545 PE-44167 (954) 772f224 Subcategory:'Stnn Panels tint robinsonogppent,ow compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida. "Le15078.(4 #_ SProtlrieta Prdessfchel Engineer Sloe Product Model. Number or Name Product Description DualiMAssurnce Commct Exaltalin AoorovedforUse Date In RVIH Aoaovedfor use Outside HVHZ Impact Raslstant Dmllan Pressure 1 20 Gage Galvanized Steel Storm Pnels/HVHZ Corrugated Galvanized Steel Stain Panels retained 121312020 Yes Yes Yes WA Florida Department of Business & Professional Regulation Poo l d1 Building Codes and Standards lmmo,e Product Approval Application Detall F9 MOSOM �l9[ Dla gala DOM POW&M gets tdb Contact anamuLL6wm xwwem.@L vawad MOW fWLAROMM ARROW $met Ile version malwaiii Bonn Lawa ICC Erakatlotr Sa vlce, LLC WE= M. Ranter PE 091192017 09/071m17 M12017 Approved Ravbion 2017 nW Burdnp Conpanents Group Ina (647)91a-6473 (407) $814917 Odom; Structural Components stewbmstpknlwccoin Buticabgay: Tress Ptetes Cornpltena Wind Evelra8m Repodfrom e Proud Evaluation Pray FLMIMM products gWOLANNSM toga AireassainaldLWa IMom Damm PM.m Dendodw InIJYIti g3arlie, RIBNOM ) $satPoodems, Model. Number w Ransil Motel Connector taste 1273lF= Yes Yes WA WA 9 nW ISMAlpice Tnlox Florida Department of Business & Professional Regulation Parallel Building Codes and Standards 1=18 Product Approval Application Detail FLOM174M FLntn4a 200 Enow gain 21k DJIaPMdbW Dal 290 mm Yladon SsmaM Eel & Ursa Yald by YmA1um Submitted FOC AODFOMM AgmeWd so" ma version Revision 2017 Mines Industries, Ina David Wan CC EwWadon Service, LLC IOC Evaluation Service, IOMOM17 1011942017 1022/2017 Approved Revision 2017 Mnek IntW W W, Inc. Cabgoy: StudurY CompOMMo SubOm S y: Trusts Cartpolwps (314)entorn LLC. Subcaegory: Thm Pbin C. Fla sgay:Tnas Pates dwerttlrnmlpop ) - CompRn RlMo* Evaluation Repotlrana Cpp,Ppn,ce Maack Evaluation Repot hen a Product EwluMbn Ediy Protaa Sassari Entb FILMV w Prnkrr5 ertl Approved forYg Asoovadfor Lin lmem Dam $mat P M KvHZ ISM 1 $all! 2 MI 1S 1oge.hmoousdorp" 01/01Jl0Z3 Yee Yee WA WA 3 MT184a i q� Flor de Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2lof 2 112aL020 C,g(e Erd try or glue PAW Date P.O, 2" - was Verstoh Manufacturer comed Endnaorei,Licehss Validated By 'Validated S reltad FBCAaorovM Approved status Editorial 2017 Weyerhaeuser Y Rob Beidwin ICC Evaluation Service LLC Ian Lehrer RE. 32220 04/012019 0 19 0410 =19 8 ova Approved APP Change Category: structural Components (253)924-6476. (808)83"288 8ubCategory: Engineered Lumber R Wert.Baldwm�weyetha Compliance Method: Evaluation Repot from a eusareom Product Evaluation Entity FLi2527.Rt0 Guellty Assurance Aog—elfor Use Approved for Use Im.ecl Deslm Sea # Roduct Model, Number a Name Plodi o—dolon Comraot Emlatin Date m HVHZ Outside HVHZ Resistant Pressure 1 Microllam LVL Laminated Veneer Lumber 03f312021 No Yes NIA WA 2 Paratem PSL ParwlM Strand Lumber 03/312021 No Yes N/A WA 3 TlmberStmnd LSL Laminated Strand Lumber 03r312021 No Yes N/A NIA 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/312021 No Yes N/A WA board Rim Board 5 Weyerhaeuser Rim Board Oriented Stmnd (Board Rim Board 03/312021 No Yes NIA WA San # Prodx:t Model. Number. a Name Product Descrrodon I High Strength Concrete Lintels 4, 6, 5. and 12 inch wide lintels Florida Deparirnent of Business & Professional Regulation Building Codes and Standards Product Approval Application D&WI Paps I or I 1=10 Florida Departrfrent of Business & Pnmfessiorlal Regulation Peps+a, Btdlding Codes and Standards 1mm1a Product Approval Application Detail » twat gookm 211 211a Qtlr.ftwillas Oslt Imam version liacillialai Contact FroamoKkut vaYtllbd By ydwod NOM09 11110 AnwoM Aowwnd AWIM FbrMfon 2017 LV. Thompson, kno, ma TRari son Architectural Tarp ovmat Zachary R. Pdeat Lode Bowden loN 11=7 1011 VA17 ia`172o17 12/12/2017 Approved Metal COmpey(rAMCO) (813)2483486 PE-74M (334)300-IOW OatelprY: Rrldtep bny®ponsttkootag dim SubOoMM: Raolkg Acoaaoraa OM are an hbgnl Pet oohs Rooatp Systsm CanpRma Medw& Evaluation Report from ■ Florida ReAhhlsoa t a Licensed Flonkb Eno ProteeebnA Enpsaar CUMM LAtl Amarmalid for1.t Atotsa>od hir gfa leach gam Am E> Wa 1019$Y ! llbW� 13rMa 1 TAMCO Flat Top ON-11i Vamwth Balte for TIM 28 ga. Matla roof venerator with battle owovim Yes Yin WA WA ! Ssb ma vmlm MwAdMbm Review 2017 Florida MMMI Produces Imo. dnbgW- R006V eubOniPM: Roo" Aaauontea t Asn an lutsprM Pad ofSa Roo" System Compasses MWak Evaluation Report from a Florids ReptateroO Anchlod or a l oemW Force Professional! Ell~ FL121MMWti products $sat 3 3- F1AMCID &gcekRV 10 Rki VentBquok Florida Department of Business & Professional Regulation Papal at Building Codes and Standards lmrm,s Product Approval Application DaWI Contact ttlamod FBCA.NtN ADOM"d $lain Calk Jones Jena L Bucker, RE.Q MWhaat Jahn RNreer, 10 28I1017 i(1I0612017 10272017 1211212017 Approved (904)78"400 CHUCK Engereedng P.E. dealliUwrtm.00m PE-31242 (561)414.7687 gomOLAWeraoa Amammid fail U s Augmented far Use kEW Dsntion PJsOvd�Rdlm ga IalHltlz 41bldmt!>gii esamt tarlMa Aluminum Ridge Vame for ptohed rod%hbdoaho 12)3121= No Yes No WA horn 0.02V Apaavan Florida Department of Business & Professional Regulation Page I at I Building Codes and Standards 2N2020 Product Approval Application Detail QS19. Empty or 2dg 2dii Data Pendlna �t lTw +rye Version MnufaMurer Conrad Ememer&License Validated By Validated a 1 ed FBC AorovM Approved Status Revision 2017 All Amencn Shuders and Glass Mike Barbieri Frank L. Bennardo, RE Troy Bishop. P.E. 10/18/2018 10/182018 1012MO18 12t112018 Approved CategoryShutters 061) 712.9882 PE-0046549 (954) 947-0660 subcategory; ¢Yam Panels mIkebQr fI m.d.m.huIIa Cohpllnoe Method: Evaluation Report from a rs.com Flonde Registered Architect or a Licensed Floride Professional. Engineer - - - �t 8 Se Pr. oduot Model. Number a Naive Gu,IKvrAas.ance. Product: Orrscrmfli Contract.Emlratln Apprd ind for Use Anorovad for Use Oe O' Ids: to Ih HVHZ ins F1VLiZ gggact Regulate m Dillon Pressute i 24W Galvanized Stool Steen Panels 24ga Galvanized Steel Strom Panels 12/312020 Yes Yes Yes WA FL#t9 4ti cone l FAIMELLUse liWlum Ymtlltlld MROR ad FBCAmmm Aimm"d dlaM nets view- lYmdsdli Stuart Levrts ICC EvasrsUM Service, LLC Mean M. R M. PE OOM 2017 0OW12017 06212017 Approved Pavilion 2017 rrW solov cmvwwoa Group I= (947) 918.6473 (407) 881.1917 Category: Bt erent Components stew teeim.omt SubCMapoy: Tuba Panes Ceepill , 11 -- I Evaluation Report from a Product Evaluation Fualy OUM&AsMeeu Albs ApofaVW forSIM soot D!dm terrorless: D� Contract E� Data In HVHZ ouwdo SOMA 1 Ibat mmm connector Plate 1213IMM Yee Yp WA WA 4 17WOMAOMWM Ramada Clih.W Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Florida Departrnent of Business & Professional Regulation papa 1 m 1 Building Codes and Standards mints Product Approval Appliwtlon Detall FLMMSM tilde !EWW IYa version Ussidallast 22am Ydlblm y RevMbn 2017 LV. Thompson, Ina ma Thompson Afd*Khrel Tony Christman Zachary R PrNW Lorin BaNdn Melds CompMy(TAMCC) (613)248-54W PE-74021 (334)300.1800 cateaey: Ro*v gym. SubCab": Roo" Aocam oaa that an an Irftww Pam of the Rootag System compasses Matlack Batumi RrpodTrom a Florida elnred ArdtBect or a Licrosed FbMte PnkabnN Ines Eno ➢sit 291 paw.P.MWIn, gala Ya mmm JURO lm IFIRC AWOVOI Auctioned A k& IOMOMO17 101"14=7 1101,1174017 121122017 Approved gwoLAWaoa Approved far Use A ion bOd Dmam feat ainkmJr3aMIM 2 TANGO Gooseneck Vant 28 gs. _ calium No Yes WA .01-52.8 hlonna ueparrment or bfusmess o i-roressionai Keguiatlon Page I of 1 Building Codes and Standards 1,712019 Product Approval Application Detail Code Entity or Data case Data Pendlno Date lye Ve..ran Mnufaeturer Cggjggj Enelneer&Lcense vagaatedev Yalldated submitted FSC Approval Aggruvag status Revision 2017 Lomnca Inc Andrew Caner James L. Buckner, P.E. Steven M. UH h. PE 04/09/2018 12M IUM17 04/,52018 06"IM018 Approved Category: Reeling (501) 982-6611 PE-31242 (717) 317-8454 Subcategory: RoofingAs—cries that am an scarter@lomenco.com Integral Part of the Rcofing Systani completion Method:. Evaluation Report from a Florida Registered Architect or Licensed Florida Professional Engineer F,I3Prodlds Cuallty Assurance Aw vad fer Use Approved fin Use Imnact Ovelcn Sep # Product Modal. Number or Name Pranud OasGlMlan Contract Exaltation Date gLHYtf2. Outside HVHZ Resistant Pessurq 1 Deck-AIrTM DA-4 Law Profile, Pdyprorrylena. Plastic, Roc(Vent 07/102021 No Yes No +97,5F97.5 Poet all 1II mm16 zdkx Rik 20 od&Pmwkw 20 990M EnWmLLLIRM YAROb t Yatibfm automated FOCA W-W AapMlad am& Short Lasts ICC Evallatlon S.NIM LLC vVMnr M. Ranted, PE 119119r1A17 09/072017 0012017 Approved ($47)918-6473 (407)l81-1917 NMrbi®alpirralw.tan Apooved for UN ADWWMd„for ,Use IMRet Dealers hlDtflZ DlbmeL.LtmE Pnmwm Metal Connector Ph" 12/31= Yee Yee 11,161 WA Florits Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page, e f 1maole Florida Department of Business & Professonal Regulation Building Codes and Standards Product Approval Application D41W1 Pepe l ai, ,mmis IrM1.L4L gale 20 DdePoWtM gut FLMU40 gab 1191.L9[ 201 20 Dam, Pena gets Contact E�f&Lb~ valduad V Ymtt9Mm BubrrA.t FM Approval ADWWaa $met mm 14mim manidubm Contact EMWeE vtoammBy Ya$bMtSubmkbd FRO Ammoval Aarmtat AWE David ~ R)C Evaluation Service, LLC ICC Evaluation Service. 10N912017 lot"192017 10222017 Approved Review 2017 Mn-ek Indwtrim, Inc Davin Wart Evaluation Hero. LLC ICC Evaluation Service, 10/1912017 10/192017 1022/2017 Approved (314) 851-7480 I.I.C. 1Tatagay: structural con poorma (314)851.7480 LLC. dwarlema.acm 015)501i- 00 &*CmoCompoo:Truss Psem rkver�aand f2be)590-9800 EvWWuation Reportt'mm• Prowd Evaluation Enay gaslbAauae Aomond farSlit Allocated fat tin hum gram s lMuI74 ttaodula QWNitetatralla A AawmuW taller 1RMlM Dam Eon Dab In HVNZ OLftwoRaWll Fnau , $sat = In l� 41blamiII t{aMMK J 18 gs. hash strargml Crum connector pate William Yee Yee WA WA 4 20 ga. tin aonndvr pate 0NO1r2w Yee Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Guallty ASMunce Aoorovedfor Use Approved for Use Impact Design Contract i Im Data In outside HVHZ esista P e ssu ont Exa cal �i !t nt r 06/212022 Yes Yes N/A WA Page 1 a2 12a2020 Florida Department of Business & Professional Regulation BuildN1g Codes and Standards Product Approval Application Detail 110274M rdlift Iinft S Dram Y![d9a 1 Contact EaleaA.Lltaaa Validated ant RWWM 2017 cmm mw comae" PMA-0 bw Robert OW THUY H. HUYNH John Hoy Category: sbdtrirral componeap (813) 6693707 PE40122 (962) me-6311 SubCabWq:Products Introdee isuced Rot ofu New perappawOyampc rrmmm Caeplom Matlrok Evdudlon RePed from a Floride positional Archbd or a LWw*W Florida PrdeeMaWFLINT744M products Erpirser Patti 1maa1B 20 gig Deb P&tCom helm VaNdobd subm Fill Approval Approved &RI M 100`142017 1WI312017 loalli 12/122017 Approved Anewarvad failSin Arignivied for I a boo Pam (mat P 1, hym Disease, HVHZ emu" premiums 1 away precast or COrrsnett" COnaNe Products Propel nerd PMON Controls Umtata 0525=4 No Yes WA WA 9Jl1al I-M na version valliftshm Revision 2017 nW Building Dominations Group Ina Caagary: Sliudusl Component" au6Calegny: Truro Ptetes conpiklrw Melrok Evaluation Report from a Proud EwluMbn Enay Ilaat PfokatMo*LN mbww Nov 1 ITW BOWApiee Higher Stsoln (H &amp; S) Florida Depadnient of Business & Professional Regulation Page, di Building Codes and Sic ida ds uemle Product Approval Application Detail 228 M FadooLLIMae xwwdm.®t YddMm UiRRI lm FMA=Mgd ARROW a" Stuart Laurie 100 Evaluation Sesvhe, LLC NMtsm M. Ranlsi, PE 08M92017 09107/$u7 09212017 Approved (647) 918-0473 (407) 6814917 O-ba&Ohetsy aarrl guaftAaMAmrm ApwcwdforUm Awearmisell for (4s how halm pmdmommdogm Dom" Emphimm Dam Iakwz D>d�.f0ltii I Meal Canndor Plate 12/312022 Yee Yee N/A N/A Florida Departrnent of Business & Professional Regulation Papa, efl Bulling Codes and Standards lmmte Product Approval Application Datall FLM974t@ gm gala Dina Dab. pleasant 29t ma mamma MmALdm Darted EolsasclLYMm IridNYlmSir moomm IMIR m FBC Assignment Aoo<mMt Ali" Review 2017 Mines, lnrWstrtes, Inc. DAM van Her EVWudon Sevlce, LLC ICC Evaluation Service, 10MOM17 1gM912017 IOMM17 Approved Detail Structural Co pone8s (314) 051-7480 I.I.C. SubCd ogmy: Tun Plstee thwrtmmimm (2 m 5w."0o a, r " rt, Method: Evaluation Reptartt'rom s Proud eAbsdm Entity FLM*7.M products, CLOWASBuram Awww"for We Approved for Un Inoad Dam $fat GoobWOwbodmDVA ID tmfi I2lbia HWi Ina Pram 1 Will 18 ga. 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AodrovadfarUee IM= DmWa Ppaw In IAM oumwo HVHZ d pm 20 ga high strength N»e mmddor pine 011011 E Yea Yee WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Code Entity or Data D_te Data PeMirm Data Tvoe Verebn Manufacturer Contact Engineer&Cleanse Validated By Validated Submitted FSCApproval Approved $fat- Revislon 2017 carpanter Co. Tracy Lne Mlemi-Dade BCCO-CER Miahriwi BCCO-VAL 101=2018 1026/2017 11/01/2018 Approved Category: Structural Component. Ili 687.9494 (7861315-2590 SubCa.. : Insulation Farm ems gory Jane ca enterc om tract � rp on Coin I nee Method: Certlflcatlpn Mark or Listing 9 FLf(,f_h261.R2 Prodtieis _ _ oualtty Assu - Approved for Use Approved for Use Impact Dealt. 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