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HomeMy WebLinkAbout3132 Nubbin Ridge LnABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Biifold 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 K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO 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 MIN or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V. L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 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 ININININININININI MININININININ101 ININININ[MINIFENIFE-111 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLON12A BUILDING CODE, NATIONAL ELECTRIC CODE, AND TTHAEN'CITy c)t- ZEP"lyRHILLS ORDiNOES REVIEW flnry .-CITY QF FEB I a, talc ZEPHV PLAN 8XIIMINE LmENN/�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 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. x� ?,OWN�� r •. -NSE00 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 eth Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F� E 8 38 Co IDa19 t.I D O fMN04 n C (rp KJ N LL LL 07 10 g_U.J— N LLLLWiza y M > ' LL CrQ d W W M IL 0 Z °' 0�° 4 Xm °c W W 'Fao rn 2 Ern J c LLLeg Z0) C; N M Z Qqq' 0 y U J Z ° 0 ❑OD❑ W R Z N M Z ¢ M d N N z U_ � o LL N V o O Ul c CQ �— U_ 00 U • o W M W ZC") N a E ° s '0 zR a � I— C Ro�i � 8 Z o Es N r0 °d wo 0: �Z w Z ¢� CO C: v �ow Nm <W Z a°° 8 sI W -) ;Z z hw CD ,y6y o IIIIIIIIII' � W ¢W¢ Z< � H U� or 120 O W .>_ a (o cc J O .� Cio R n c O) r O 3 N r (0 E W c CN C) T y c Z c E p cc C a U _ ¢ pre 1 3 JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. C S RR'll' I11viIIII "IrIF11"IMIFw I<IW1MrWIRIII if-, -8" A a S3 35-SH 59'-4" V-0" 16'-3" 5'-0" H.B. W LU d - - - - - - - 0 Z -r z _ I _3 J I c,4 LU �N Cj ILE, 30'-0" in 4-la' '-3" PO6 �I ENTRY 8'-0" FLAT CLG. 15'-0" 1MILY ROOM VAULT.VAULT. CLG. CARPET� ��!=1111III_1111�111111111�11_IIr'�.�1111111111111_111�11111111[��111� CARPET .� Lj ©002:12 SLOPE - ----�� LO Li to rl91-01. 1 - �- - uu ® .wwwru•www, FIB .� EDGE OF SLAB 2" ■ ! ' �. n ` -• • • ' i ■■ ■I 24 WN NEW ■I mom 0-1111 OWN R'S 1 CARPET .I�i �■ • SHOWER - - • FIBERGLASS 4068 B.F. RROUND /-_ uj U') 4068 B.F 004 p - i 0 us MENNEN 0 - •.: I• _ - 1 I��- u 1=1 50 / BEDROOM .•• •• BEDROOM - - - ' / • 1 - I a -CARPET �1111111111111111111[:111��Ii1i1111111CI1111111111111111CI11111111111111111CI1111111C1�[71111111111I7'1=1111111111111_11111111��Ii11=1111111111111111111111=11111111 e O O 30'- HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI <e> LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 j X 25 } S.H. 13 20 X 38 j 18 } X 37 1 S.H. 14 20 X 501 18 j X 50 S.H. 15 20 X 63 18 j X 62 } S.H. 16 20X72 18}X71} S.H. 1 H2 27 1/4 X 26 26 X 25 j S.H. 11­13 27 114 X 38 j 26 x 371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1H5 27jX63 26X621/2 S.H. 1H6 27jX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 J X 501 36 1 X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 381j 52 j X 37 j S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 } X 62 j S.H. 36 54 X 72 52 } X 71 } 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. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ V-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV B 1 EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: 1/4"-1'-0" GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) ,�,�1��1gf1►11tuf/f����, N NV_6 ,,... U ,• Cho . ,>�,� \o .. ' 6 0- 2 16. 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 - Reeidential 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 E o) cs ``P"° N o 2 M N r ro LL LL ��c ' LL LL a a' LL (n N C, W h Q. NCLL as UM, O Z 0) 0IX o °o W _ -ro o � 'O ¢ ¢ p i Ea rn d Z Z 0 CY) N OR O N WCq NaG�Z°_ Ov ❑❑❑❑ C z N Z Q� J N z M v u- _0 Gn LU o N �N W c � � o vC13d 0 _ Q � 4 W _ o1 1 z0¢• E l-Q oQ on z N az o Kz wO m= O ZLL ZC13C rn J < • 2 O W N a v 3 $q� az yW �� �� N O aF y0 zla a U .4 CV = ai L 0) .ica c CD JCD O �1 a C o -0 CD 0 T N 0)� •� Z M r T � E Z CD M r c Z Z E 0 Eo h • Qj `m c U � Q JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. 1 L. 0 C7 i KITCHEN ISLAND 4 M 0 N VARIES, 2" LESS THAN CABINETS BELOW KITCHEN 1 711F, MLj 0 CV 0 04 OPT. REF. KITCHEN 0 00 MIRROR a, NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS OWNER'S BATH MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES / ROD z 24" TOWEL BAR g SINGLE w ON WALL ABOVE TOWEL BAR IN a ROD TUB OR SHWR. Ir TOILET TOWEL BAR W / ON BATHROOM WALL MEDICINE q I _ SHWR. E) , CABINET 00 - VALVES - 00 = o TOILET C° SOAP F, PAPER C° c DISH U00 HOLDER tIUD � OQ H OH r ti ti Q o O N O M O ' - - n MM MM N TUB FIN. FLR. LJ BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY I� 16" FOR LINEN j� 12" FOR PANTRY oc MIRROR /7// /7// BATH 2 INTERIOR ELEVATIONS scue. in"=r-o" 42" H UPPER CABINETS — 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE 0 00 IL in a CO O 2x r a 11? 0° FRAMING r cM CO 1/2" GYP "? BOARD — T FIN. FLR. _ SHELVING CABINETS - 1'-2" �1cV O O OT M T N N N IFIN.FLR.-I ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"= V-0" 1 t ``�N\xx�191olb V N :• 5 ����RoFESS\O\ f1111It!!l0 To the best of the Engineer's knowledge, information and belief, the stnx tural plans and specifications contained within these drawings comply with fhe 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. F• E N N it O Lo O O O p, M N N C LL LL :3 O, opJ u W (a- a LL& 'x�. W LL d a W to � aCL Z ;EU -0 a m womoo W W )c oon m . 00 2 E cP J W LL Z °rtD' Qe N N Q O N Z �Z U H � 2 U ❑130❑ W c U z N Z Z My O du- N �4-J z � U C1 L o U 0 0 a w YZ V) C) U c Q ��Q CD Cl) W J 0. i a LE ou I-- Qoz i °<z U U f z O EZ N ao Wz r� w O � ao �ZZ mi f 0 z N N a �w 0 �O W v $� w�'W o� U � copp N �� 5 �o �t ?R u 3 0 ` CV = L ., c CO J O �1 CL C s a CO H � m a � rn � Z N r 0 .� = D7 M M rL1) 1— E c O M N 0 Z Z c E E °3 c a U 3 Q p JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. 2 JAL. L11A111111i ,Ll. (+1") 6" SMOOTH TEXTURED BAND T.O.M. — HDRHGT_-- ---- F1 0 CO 00 12 �5 1MININ11001901MINI I FRONT ELEVATION - 131. 24'-0" RIDGE VENT 12 5� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 21_01' 01 TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 4 25 SH 25 SH ------------------------------------------------------------------------------------------------------------------------- — _ T.O.M. �----- HDR HGT. LEFT ELEVATION - 61 1 /4"=1' ---_ F.FL. NE. u 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. 1i 1111 fit wN Ui �0 '� O FL 0 F E S S10\ II I I I I I I10, 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. W E Qp 8 N # Lo CSNNC ��LLLL W , C" R LL _J a �LL - LL '6 . W w N Cie 33 aW� >�r` ° dY Z vul� 9P m:;g W moo Woti a o 2 E Tun W Z v ❑❑❑❑ W Z Z Q Cl) d N N z0LL (� w U 0 ¢ 0 w N C E ® � o U 0° = o 8 _. �Q ¢ o � W Z E 3 d E U 3 k � Wa SO Z �_ O � 06 iip O� ¢Z Z N rp i rp . a ao w ¢� ms O ZC/) C y+ � VJ s U 0 2 . �m Z. >Z gN J a Z 2 Q g� w0 Z w W = J w o= V' =N 0 = m rn m O W 0) J O �1 �i S r •� o 3 N O T �T� M T T E4 (n �i/ N T T M r Z Z E O '� y ` a. 0 a o � JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. 3.1 :, . .w_1, 1, !-I I- 1 1. ] i.,i�ll1. 1 Ells I -1-k s­.. 1 1 . -1 i i . Cl �.' I, L 1 L . I L i _i I _ _ L A 4 IN T.O.M. HDR HGT. — 1'-0" _ 1P. 5'-10" 1' 0ft--i-1------------ ----------------------------- 2'-6" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� �� 6'-0" ----------- 28'-0" RIDGE VENT 12 �5 — _ T.O.M. J— — — — — — — — — — — --------------- HDR HGT. — EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS ' FINISH ON C.M.U. o? bo (TYP.) io 25 SH 25 SH 5068 SGD F.FL. , REAR ELEVATION — 61 SCALE: 1/4"=1'-0" 12 �5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- TEXTURED 2'-01v CEMENTICIOUS FINISH ON C.M.U. (TYP.) 35 SH ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I -------- RIGHT ELEVATION — B1 " =1 I 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. �1ultttt!!� SRO • Q'' ; �S E ••� 1 �• _ ; g6 OF ZNO FL 2 i�vz AROFESS\Oa*` /�����f��!!! I I111110\0 To the best of the Engineers knowledge, information and belief, the structural plans and sparAcations 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. tp Qp - — 1 8 N N ik Lo $r"''�`o 0 40 S LL LL a a III Q �JNMI W rnW y rn LL ° CL 13 a It WErn CCO 0) 4 m�o� o Y'0 moQ 0 ¢i ILW U0: Ma0Z NQZ � Z ° ooao W Z N Of Z Q M tl N N f7 ca CD U ■ 4—' U � 0 w N N c U m m 0 8 =� _ U • Q V3 o CAM z w Z __J LL CL O o io Wo �R aR z® Ft60 _CLVO oa 0$ z o NM to as $o MI WI Z m 2 mL9 f p Z ZcoC �m aw N (I) ab g� O V Wa wLL �w IwQ0 0 `N = >� 0 W W c (0 c° CV ^ W O a (0 I— m R t\ r j O CINIZ 0) f — rNi � r E M r 0 z E O CAE a 0 � a o JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. 3.2 VARIES CAP = CAP T 2" 2" *NOTE: N 1" C•t FOAM TO BE USED 1" RADIUS ONLY WHEN 1/2" RADIUS in REQUIRED BY - 3 1/2" RADIUS rIN COMM it SPECSU FI OT, ^ N 1' cnivE 1" 2" OPENINGVARIES 2" �2"� 3/4"RADIUS a DETAIL TO BE �—,t 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" IN EDGE OF 1" 4" VARIES ;� ,N 1'-0" 1• OPENING VARIES 1'-4" _ VARIES cn 1 12" VARIES 1" 1'-4" �11 1" iv6 6 1" 1'-0" 1" TKN 1 1/2" RADIUS T 41" 2" 4" �- 4 -�' �'-- � �' � 2 1/2" RADIUS 3a" 4" in x to V Mla •� 00 Ch � VARIES 12" 32"" N 3"' T ,,, ,,, 1" 1" 1" BASE • BASE TIN 2 � . r� 1„ 1„" a 1'-8" a � • 2 *NOTE: VARIES 8"" 2"" FOAM TO BE USED x �4 3„ ONLY WHEN REQUIRED BY 0 1-6" in COMMUNITY 1= 1" a ill V-4" WNx SPECS. IF NOT, 1 " OPENING VARIES 2 DETAIL TO BE 2" 2" BUILT W/ STUCCO. 24 • EDGE OF OPENING s' • 1 = 1-1/2" THICK 1-1/2" THICK I I 10" (V 10" _ 2j" N r"v x� T at !F IN M (O 4" 6" 2" 4" 3" 2" „ iv W w 2 2 Q Q �LN I 1-1/2" THICK" 21" a 2'-4"" 1'-10" 52"" 1-5„ 52", 4" „ 00 IN c T O LL 4" 1" 12" VARIES VARIES `' DRIJ w 22° Cr • il'it, VARIES VARIES i c = 4" 8" T 3 14� a 6" 4" KEYSTONE F11 b = KEYSTONE F11 00 N N �� ��� x �� OPTIONAL OPTIONAL 00 - CVto 3" >� 2 4 4" GARAGE DR. OPENING 4" 3' 4" WINDOW OPENING 4" 4" ^`I 2 NOTE: a • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL VARIES LOOK & SMOOTH FINISH 1 • • • i • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK &SMOOTH FINISH 2" • FOAM/ PS a a MATERIAL IS ACCEPTED 11 - 112, 52," 1'-1 ' 54" 3'-8" T' _ CV 4" 3'-0" 4" �- 1" 10" 10" 0 00 CV �1 CV 1" 19 = CV 1" o Q v CV aoq • M M T n - T�y 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM T • POLYCOAT (HARD COAT) � I • ACRYLIC SAND FINISH 0 0 N ti 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 Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a H rE 4. = c O N C N LL LL Go tl! 3 LL �2 aL u :_ a _ t/1 M S CU. }.q W to d' aar"o Y Z _ZZS V p O W 0 �■ W G, C C ` m E_ g°'O' m OJ o ao�0 Z LLW v N0 NQMZ �00 z ° 0 rJ F ❑❑DD W z N z z g M a � to z �C �U W O tJ) w r- c E � 0 U • c Q 0 s W Mz o Z � Q a E ? jCU 30 ou I_ 10 U Vo OU Z O E CN a p ao 2 °WZ �? rM C m o Z z Cn J N m F� Q W z d 3 �3 0 a= �w W �LL CC) �0 ;lo � 2I4 U 0N 9 = B > � ui m l i W ■� C CO Co C) CL C m a) �T— T i M_ T EC") r c Z Z E E O N � C C a U ¢ p JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: NoteS: unless otherwise noted, 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 PqF DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET 0GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE @O RECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS o TRACK LIGHT }� FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN �QEXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) HP PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER *14 copper to lights & outlets 00 AMP 1 81 200 A2 copper to 20 amp ckls #10-2 copper to WH •10-3 copper to Dryer n2/0 or 4/0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM It 4 Bare Cu Ground BONDING #4GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-131 SCALE: %4'=1'-0" 0 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with Ule 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. FW o 8 �m U Lo gNN C LL LL 0 :?�'�� fn tJy T2zs LL LL a a Q �rii aa" O Y Z _ _ 0 � � OW O W W ME o one 2E°frn ¢ j" XG z a Q '� N� NQMQZ 0 Q O 5U F J z ° � 0000 W zC-4 `M� Z � a Q M _ V ■ '�• O W � N N c � `- 0 U � �2 • Co W Z L` Z. sLL �RR R ao E V E Z U °w x 0 zE 0W wo W i ro C ao mo oZ Z - J wo �m az �0 t/) g � C o�g z� 0 �N = rn 9 � ^L` W a) CO N 4) O r C Z N 0) -- M T_ r CD O M H c Z Z C E w C a U � Q p JOB NO: 20-0556 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 SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) 1 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: Y4"=l'-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 eats 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 SO. 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. 111U�� j��h ,\>>1r,U111f eO W N ........, N C�S Y�N•� U�Q. �G( fill To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E �$ �m L4 N M N C LL LL r % ac dal i" �LL�-0 U-LLaa rA fh W to M as 0 Z CO CD Cm)oo e co J O E�M T N Oo NcZ O J z ° 000❑ W � M Z N z U 4-J (� .0 N w o '�• 0 r wZD N C U _U 8 0 �Q c¢ M G'7 M w Q Q E H� U 0U Z O Nz 4) a� W $ Q 01 W z 1. la C - C O 3 mo m O oLL Z z O U tiLL NW O zy u w V, t coO d ZI6 U 3 O �N = N L 10 0) I`�J ■- C co co N '•'� O a o � CO H a) m Fr t\ \./ 0 T� :3C) N T V l r •� ZLO T— = O) _M _ T— E CV) T Z Z C E O 'A y C d QE () J Q 0 J JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. 5 ■ ■Im■« ■ ■ ■ N r INDICATES FILLED CELL w/ 3000 PROVIDE Y2" x 9 `�' (2) #5'S 4• r I PSI CONC. GROUT FROM FT. TO BEAM W/ #5 REBAR VERT RECESS FOR FRT. DOOR 31/2" SLOPE `f io r ;n STEPS (1) I ABOVE SLAB TYP @ ALL TOP OF CONC./ PAVER TO BE 4' I io BELOW FIN. FLR. in REQUIRED PER FIELD 10,_0„ I PLACES SHOWN HOOKED FTG. I I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" CONDITIONS DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" CJ C — r TYP PROVIDE 1 �" RECESS I FOR SGD. REFER TO I • : — I HVAC CHASE I • ; AHU I; ; — — — — — — — — — + — — — — — — —71, `r N L ' I MASON'S SLOPE FOR A^ WIDTH/ BASED ON I: LOCATION / / y / "' I I I i� I (2) #5 REBAR I �3 1/2" 32'-8" `� _ 4'_g�' �' ' VERTICALS w/ in I FILLED CELL L_ I I — — 37•-54" 1 21'-24" -4" I SLOPE I /5' 2'-1 I 4'-0" ( G : ; OPT. D I: ; . S3 I CJ CJ CJ I — I I— — — — — — 71 I �-----_---- -- -- �� ' ' ' — i — — J q, III I `iha • - " :: y — I CJ • ' I I e cp r 04 ----------- - .I. .......... �- I �— --- CHASE TO ■ KITCHEN ISLAN 4» EDGE OF SLAB : BEYOND WALL 1I I J I I I I ISLAND LOW WALLS I I J S3 o W/3-#5E.W. CJ �. — G 31N-K W16fSIY i K M S3 I I 2'-6" I iv %I I) O S3 I I • 9 23'-11" 2'-10" 4_1�„ � I: I 11$" (2) #5 REBAR ° K VERTICALS w/ in FILLED CELL CJC� OFCJ �. -� ..T-.........::.................... ....... :_■ O / I111 / " o r `o // i J °D I / i // I I / o J I ■ ici CJ CJ j CJ : CJ ih I I •. 3-1/2" MIN 2500 PSI CONIC 0'-0" / I I I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I : ■ I a`� (3000 PSI CONC. SLAB FOR ^ i 1 I 1 HERNANDO COUNTY ONLY) I I cc I I * . . ....... 4'-8" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LF ---.-'� ;v EUj n CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .r,;.. •r,;..-e -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" FOUNDATION PLAN MONO - ELEV-Bl SCALE: Y4'=V-0" x� OWN/ SE ''•. ' �•�,. �/ N 0 oS,OFESS,O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. EnngineWs signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E to V) M LL m W rnLL LL U. LL a a a N M W N M >�'ii o.w�o a Z vrn°' 9Z- �• c 0 '�" C (O Co 00 OJ 7 2ET-rn W IILL CL N O pp N 13 z C14 U != J °� ❑❑❑O W z z g Q v 04 C1 u- 2 U W � _ 0 " W F- U „ ~ O $2 = g CD � W M o� Z Q cU-� E ° a zE E Q�Q= X CU ga Z w- 0 U & W 2 M N CIn o m0 ° _ I C 11 H W 3 �z � �j ag yN � E L /0 � N .2 m v Cfl d! rV%VV rn T .Q TO � N r 1T Z �± _M T M co r p E O M a ci � a o 0) JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. 6 ■ UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 112" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2 D H3 400 1 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 112" 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.118)10dx1-1/2 HTT4 4215 50ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD56 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 *' 8 -10d x 3" JUS26 1000/1080*' — 8 -10d P HUS26 1320/3235 ** 1335/2820 *' 20 -16d x 3 1/2" HUS26 2035/3400 — 20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125'* 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET' EPDXY MUGT15 4175 22 -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 1 605 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER " REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I"). 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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: %4'=1'-0" 111t11ff11►//� 0 N "•: RO F E S S NOS ��fllnl To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W � E g 0 8 N - C *k 10LLq) Lo LL f7 d a W a DLL N c a s O ii Q = QgY 'OM0e� 0 Z. O 2 N m0 O2E WN 01 $ N Z OJMa LL IL Fp W Z N fn J v ^Wl^n, Z -0 CD U- C1 M W 'U 0 w t� c N C) 0 8 r. Q m W LL. E o i a 04� � r Z go E a8 ¢I zO N°do f- L o �o wz m0 .0.. CO YZ zCO $ aZ NLL WW ui rn B L /0 C7 n' W c 0) CO f0 N ^ O C) T N 0) T Z M o) M_ �_ LO r r M M r N 0 C E (' w N C a U -1 Q t] J JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added 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 veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Safe vertical oad Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81`441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM dt GROUT SOLID d. 4� O e- W �U O #5 BAR CONT. 8F 12-1 B/1 T O "V" LINTEL DETAIL SCALE - N.T.S. ■ ■ i ■ Is ■ � E • • • • • • 1 1 - E C E • • • • • • • • • • 1' 1 •• 1- F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8 F 16— B/ 1 T a N z tNOMINA1. t QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTi precast fintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. (1) REQ'D ALTERNATE POWERS CLEAR STEEL LINTEL .M.U. #5 REBAR AT TOP MIN. (1) REal) o 4 1-1/2"CLEAR ACTUAL —GROUT D D r J Q w T " ° 4 C.M.U. 45 REBAR AT = 2ww BOTTOM OF cuJ - w w O - LINTEL CAVITY ^ ` U, Q BOTTOM 0 tr U$ Z REINFORCING a (i PROVIDED IN O Q n R t LINTEL F co i j l Q Q AS INDICATED (VARIES) m zn¢ 6 p , o LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 6-10" LL OF O 4'-6" LL 4'-6" LL O 6'-6" LL (�) MIN. 17'-4" LL O 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4'=V-0" ,.,Q��e1etaucren ���� VVIVrs enr0"•A N s1! • � l w\ �OFF.SS\OAP 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. `.� `° 8'cb Lo8 M N LL LL 04 y •=LL � U_LLaWa a tiv'tL as w0 Z -o Co 0) C) X O: = r C. m m o 0 m c- Z LLW N O N C 8 5 04 Z _J U ❑❑❑❑ R V z N M z g Q rd N _ M Z (� w U a O ,ICU is ~ N c " U dmQ J w g� O �IE F Z O 0 ry ~ w? 5o� O< oa Z E O i ¢F �� W C: C aU N m0 F o z"W' Z � J 3 O ap 02 Q W �z ao Wa 0 �G 0o LL N W = F O ZZIwot= °d v 3 0 2N = o� L `0 co .� c CO N m v CO ."00 ■� rn ct T Z N .T� E :3N M r Z z £ O E w a U � Q 0 � JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. 8 m 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. E 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 N PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 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 ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "1" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 Y" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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. R EXTERIOR APPLICATIONS BE APA RATED T ALL PLYWOOD USED FOR EXTE 0 PLICA ONS SHALL STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 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 ad. (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 / Boracere treated lumber Sal 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. Irri ation/sprinkler systems includinng� all risers and spay heads shall n6t be installed +nrfthin 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 - Sal 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 rein II occurs before vapor retarder placement, retreatment is requir . 9. FBC-R R318.1.5 - C ncrete over and mortar along the foundation perimeter must be removed be ore exterior scsotHtreatment. 10. FBC-R R318.1.6 - Sal treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier,must be installed after construction is complete, including landscaping and Imgabon. 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 buildin department ba licensed pest control company before a certificate of occupancy wilissued. TKe certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. CAR'... poi 6 -. N N F7 �o. .. 4 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. g N Lo J J Iv W LL LL T 0 S Ij J2 c- a w w Z 0 > g'il a m Y � c «e'% mmOJo W�� Z d o IL NaMZ °3 Z ° L) ❑❑❑❑ W CD z z a Wij) P z 3 CA w 0 CA W w � c N '® 0 U w e g = U • o M W Z LJL io ao >o Z aw �° Q Z o No ~ o E z oQ i8 o a: UO ozz 1z N .0 w o <o wZ ¢ '� ci ra mX I Q z W2 Z NUg a2 1. QjJj zz8�z=T WcNa 20 TU WG V' ila U iD rn m L 16 W '� m C CID o) N T T Z M L0 T' T i _M m 4` O cM r- y 0 c E v :: c a U .°t ¢ p JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE �, J 15/32" CDX m PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + +&D + + + + + + + + + + + + + + + + 41 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + c + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 N, Panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood Panels 2 x _ + 518" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x _ + 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 ° + r� 1/8" gap Nt FILL CELL STD. 900 HOOK BOND BEAM 11 STD. 90° CONT. #5 BAR HOOK F_ BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. min. }Small 2" gap ? max. � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit----7 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2" min 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB we stiffener 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or OF THE JOIST ASA REQUIRED LEAVING y" GAP TOP sides b 6". - Hangers with side nailing. y -Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanguthe ofcuts. - Birdsmouth cuts. N.T.S. - -- - - - - - -- - Under 2nd floor colr rmn w/ Innrfc N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below." consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" a - STUB -OUT FOR 1'-O" 0 9 GAS METER O o U 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. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (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 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. u'/ Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: -for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. • • ■ • ■ �� SAW �! 6', A 1 2' R LIND HOLE MAY 6" 76" 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1XV 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 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" 1'-11" 213" 2'-77--11. 3'-7" Any 16" joist 12 V-0" 1'-1" V-2" V-2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'- 5'-4" Span (ft) 16 V-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'- 7'-2" 20 V-0" 1'-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-1 W-11" 24 V-0" 1'-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'- 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d- BCI6000se BC16500s® 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 SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS r2XTOP PLATE 5/8" � THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. 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 When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL L f�t co FINISH GRADE Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM �. •' SEE PLAN FOR--'•• .. • FOUNDATION INFO ' a' • 4 • STEM FOUNDATION rGRADE _MMILIE QCC nr AM \ Filler block. \\ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. J1/4"-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 o depth I -JOISTS BUCKETS N.T.S. rvk, k,nHx 14 rvtl SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ' SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" CENETERED @PIPE PENETRATION PLUMBING LINE q e 4 •a a _..fit \A 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 4 ev. e f ea L' ° a e• 'a e a a SEE FND. PLN. SIZE & REINF. ���etsurtr�i�ii 0 WAir ' :-(� d .e \�. .� cF1.0�'� •�' � E JS1O� ,1rliif`11�' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W s W £ Go a g.NNz O f07 N N IT ts J LL N ib LL -- � —1 32 U. -A a a W =u-N 2 u W c4 a �a,-4 LL aIL Z ro60vOR @mo xmoo W mon m LZ a NO 0:(0 j A N a M Q U F J 2 Vz ° 000E W z � $ M � N M N z o C1 � 1-� L ('6 Ow N r~ o W _ U 0° ' w w r— 9 gOil> 8 �Q c Q see o w z Q E oo Q 9 r0 z �O z® za oa Wa � o zOL o a= w= N w0 Sao K� mf a m COU ZLL }Z z J Cn 3 �� N o W � a 8 w U a ww �o r- o •oLL aQ I O •� N > d' � rn m IL � .> c (0 tJ N C (0 4) rl-- .0 r = 0 N r — Z T i 07 M r (^ T T T M z c E O c a U ° Q 0 JOB NO : 20-0556 SCALE : AS NOTED SHEET NO. SN 1 (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 PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4"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 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH M PITCH > 4:12 o e (2) LAYERS TYPE I OR TYPE 11 e (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. > T REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° TRUSS @ 24" O.C. U.N.O. - HURRICANE ANCHOR @ EACH - WIN12 Z(TYTP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ _ g" - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA TION LE SHINGLE ROOF WALL W/OUT UPLIFT rG G 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SEE TYP, WALL SECTION SCALE: 3/4"=1'-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING n IIII, EDGE L"M �r �r 5/8"OR 1/2" HIGH STRENGTH -� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -� '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O aM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLEP v 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 xS.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 ALLU211 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. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT:1 /2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATION AND 2"°x3/16" PLATE WASHER (TYP.) T (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE :IF`' ELEV. 0'-0" III OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 ° a A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH 31/2" MIN. 31/2" MIN. a ° ° , 4 a ° ELEV.4-3 1/2" z g° ° ° ° ° A.F.F. ° e ° ° ° ° ° 2x4 CONT.a _ _ > ° r .=°1/2 (min.) „d°N r1 0• srr _d ° a ° 31/2"(min. -4" 31/2"(min.)-4" -GARAGE DEPTH VARIES °(2) #5 CONT. 4" - 1'-4" (2) #5 CONT. 4„ 4811 U.N.O. MIN. U.N.O. MIN GARAGE SLAB AT STEP B TYPICAL BEARING WALL P STEP P SHEARWALL(10�c'� TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 .,) BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SCREWS @ 7O.C. SHEET LOAD BEARING OR 2x STUD CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL PLAN SEE CC/S3 OR C14 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" NAILER 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR *S MPSOd NAILS N SPACED EVENLY FIBERMESH ARCHITECTURAL TYP, 2x P.T. PLATE c FINISH ASSUMED FINISHED 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE _ = n ' ° • fl N- e (1) #5 VERT. IN FILL MONO OR STEMWALL 1/2" GYPSUM WALLBOARD-,-----, ALLBOARD CELLS (SEE FOOTING MONO SHOWN o ° U.N.O. FOUNDATION PLAN FOR CLARITY o °O 6 MIL VAPOR BARRIER � e• ° . FOR LOCATIONS) p p D ° D i=1 I I=1 I I=1 =1 I I=I I It 1x4 P.T. BASE NAILER ° I I I=1 I I=1 I I -III -I I I -I I IE z 4"x4" INSPECTION o° I -I I=1 I=III=III=III=I I NOTE: g III -I I-III=III=I I I -I I I= N P• 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL I=III=III=I I=I I=I I l • 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY _ MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=III=III= I I=1 I I=1 =1 =1 I I= I I= =1 I I=1 I I= I I=1 I I=1 I = I D1557) TTr MIN PSI MAY VARY PER �' TO CUT BLOCK OR POUR -I i 1-III-III=1 =1 I I=11=III=III=1=III=1 I=III=III=1 I ='' 4" 1'-4" MUNICIPALITY. „- CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTI w1AAvv I.4 WWF OR "FIBERMESH" .a I 1 r 0. - DECO FINISH 4" to 6" BELOW GRADE 4 Z00 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 °Q 31/2" WWF OR FIBERMESH 6 MIL VAPOR ° - ? r min.) 4"---, BARRIER D ; C �r 1 a ° ° GRADE COMP. SOIL. • ° °O - a - (COMPACTED TO 95% - _-_ - - . . (1) #5 REBAR w/ OPT. MODIFIED PROCTOR S�tE�V EENCLOSURE mm; ASTM D1557)3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK ( SEE MIN. U.N.O. 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = T-O" S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY IEXPANSION JOINT ^ CONCRETE SLAB 14' 13 PAVERS O.H.D. RECESS � z . 4" co r SEE A/S3 OR J/S6-� r FOR REINF. INFO. !"MIN. CLEARANCE 1' " (1 STOR) 1'-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. O.H.D. RECESS r- = M co 4„ _, SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. C 3l* ��G011-11 2x STUDS @ 16" O/C �MVMS �OG"��NJ�J 1 ROW 2x BLOCKING MID HGT. INSULATION PER FBC AND ENERGY () @ FORM SUBMITTED WITH PERMIT /' NOTE: FOR WALL HGT. <_ 8'-6". (2) ROWS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL ►NFORMATION WALL HGT. > 8'-6". LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3l8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE WI 7" EMBEDMENT (MIN. SHEAR SPACE ANCHOR 3500#, MIN. TENSION 2600#) _' 2X PT PLATE 20"MIN. LAP [24"MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM E 6 x 6 W1.4 x W1.4 WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W to z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi � ° FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= WWI a g - � e rr oQ w `� - e A"' '- #5 REINFORCING BARPAA R 1 7/8" T #5 LAP SPLICE (2) #5 CONT. 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING NG rE REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" v CONT. BEAD SEALM Ag- • . Q `� INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ E _ C_V M 6 MIL VAPOR BARRIER 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. SEE PLAN FOR CONNECTION INFO ° • . TOP OF BEAM & LAYOUT DESIGN Q - S SEE ROOF PLAN e ' o. ° ° .a ° (2) HTS20 FOR STRUCTURAL M c BEAM SIZE & Al' a CONNECTION INFO 2c4P.T. PLATE I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" B. o.s.s. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W SCHEDULE COLUMN LOCATION > > w 6x6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. w o W ABU66 SLAB STEP & RECESS a S.G.D. rM SCALE:3l4"=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 AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' „ ON FLOOR PLAN SIZE VARIES PER PLAN LINSULATION CONT. BEAD SEALANT M w/ MIN. (2) #5 VERTICALS z GRADE E FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 �l 'Ie SIZE AND REINFORCEMENT) C7LU ;III=1 I I ° °• �=III=III=1 I I=1' r- WWF OR FIBERMESH T V `" Z w I-III=I I I=III -III=III=III= I w 11=III=III PAVERS or SLAB PER o wLLI w 0 0 -III=1 ! • Z ° a -_ -- - z ¢� a 0'-0" FIN. FLR. /::BRICK COMMUNITY SPECS LL - I=1 =III=III=III=III _ - -- " ¢ - III III -III -I I I -I -III=1 I-= w 11=1 I I I I=I I -III- ' FooTING 11-III- II=111=III I ...III=III=' BEYOND a .r... PAD REINFORCEMENT -� I 1=1 I-�-' ,I - „ 3 MIN. CLEARANCE ~' , •` (SEE SCHEDULE) 4" 4" 1 ' ' CONC. PAD INFO..� :. F OTING WIDTH SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE:3/4"=1'-0" S+3 SCALE: sr""=r-0• SCALE: N.T.S. S3 I I I Mum, • CV IL IZI at, 0� ` �, • `{' 1!4lltit t000 To the best of the Engineer's knowledge, information and belief, the stnxiural 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. 0 IW- a �E g8 ci M N 201°lip lL It M r(V tb 4k LL°-L-q2 LLLLaWa N M W' y 0 �' 0 z Wa � Y Q a •- o t C, 0 '= m oo W LL ILW oo1 d o �Ec, JQ�� I N a M Z � 8 J z ° d ❑❑❑❑ W N r z z g a W Q) U •U o '�• a 0 ,lr V) c U 0° �- E = o g I o M �Z a W z ni (Q X U V Z - oQ o� gz _ W C as xU mo QLL J a ° _ N y 2�y 0 d w W U Sao oLL X CDo N Z t� v gl S 3 •� N � L M W � .> c (O Co N .-. 0 O v CO ..� c C) T � C)0) ■T� Z T Ln T i O7 M T T� E_ r Z Z E Q E CA y y w C a U °� a p 0 JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. S3 (MONO) m V co 0 0 J LO 0 0 i m m W) 0 0 r= 3 a N N 8. E C 0 d a z S I Y i x J EE N N 0 a rn N M 12 (TYP) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM 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" Tr v SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ Ell PLATE EVENLYWALL IS 1 1/2"MAXIMUMINTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" / I TO DRAIN DOOR OPENING DOOR OPENING Ej 2x BLOCKING @ EACH END W/ 10d @ W,VARIE5 " O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN 2xBOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER '+ STUD W/ (3)10d NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. , ❑ ❑EXTERIOR J ❑ WALL CLEAN -OUT A WALL ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. TYPICAL SECTION THRU WINDOWrB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK-OUT— NOCK-OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT . �. - .. , • • --'limeMEN ��ill IIIII �'�III III■� MAI IIII� NOTES: 0 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. (D OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE /•QJy� T Uf r 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. d 8 a POURED CONCRETE BASE FOR BOTTOM OF MOUNTIN�GB 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. SFF �O� N 2x CRIPPLES @ ---' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" 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 W/MOUNTING ANGLE fOP 3 9ARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) 2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (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 1 112" EACH SIDE ' 2x STUDS TYP. O� O,Q SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_"*� SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIM 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)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT, KNEEWALL ABOVE MASONRY WALL DETAILrE SCALE: N.T.S. S4 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 kSPLICE NAILS TOTAL) EA. SIDE OF 48°SPLICE STAGGERED @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ ��16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 gP2 2X P.T. PLATE SIMPSON SP4 —� a \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SPi SIMPSON SIMPSON SP4 SP4 LINTELS SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U ` v/ 2x TOP PLATE NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM\�2-16d M CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE rQUAL @ 12" O.C. SEE A/S3 FOR TAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) U-0: HTT4 w/ (18)10d NAILS (3610# SPF) HTT5 w/ (26)10d NAILS (4670# SPF) • • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) 0000 • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) 00 • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE (2S4) SCALE: NTS SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 • d / a 4 d T_ 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED c c TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SPi w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 otiur:uu�� goW/V ' 6 ' -,j�o v^ (L rOFES,\0,txt �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. Q aQ8 N N it Lo.18 N (� � .9 & LL LL 0 �,"'cp 0 � # W a LL a u.LLaa a _ di M w h W a a o ai � ii s > Y Z 0 °' l OW - A 00 19 m W mon Q W 2ET Jo Na LL =_ v N�Z � QOM z ° ❑❑❑❑ W M � Z N C7 z v J fh W W V LL L LU O � L.Ln U � 0 U o' c Co • o N w Z O J U_ E H a so p Z"u CE 08 za�o o rEa N wo ao W Z a�j ro - � ��Z NO �i o ZNC QW `0 WQ� o HLL �� =5 �o 0z 03: 0 CN = 1 > ,4. ui cm T L 1° C3) c (O N � s v_ m (D rft-. p Z N d) r O) M T t� T r E M r- Z Z C E O ca e w a U °� Q p JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. S4 II SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND @ 24" O.C.7 NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL BLOCKING FOR • FIRST FOUR SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45't 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER • 2x8 SYP#2 "L" BRACE TO o EXTEND AT LEAST 90 /o OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB @ 8'-O" O/C. 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d 11 FROM LEDGER TO • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — -j ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE 1 OdX3" 3" O/C @ (4) ROWS OF TRUSSES FROM EA. END TYP. JBOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 "T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL \\\WEEP NOTCH L BRACE HERE " " @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. SCREED 32" O.C.INIMUM 6" FROM 5/8"x 10" "J" BOLT @ O.C. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 332" 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)1 Od 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" 1 EMBEDMENT IN KO BLOCK r 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. 55 TITEN ON OUTSIDE SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR " NOTES AND NAILING X-BRACING, AND TOP r N SCHEDULE FOR CHORD BLOCKING `� °° SHEATHING DETAIL INFORMATION ill 1 11 ". 2"x4" CROSS BRACE WOOD TRUSSES $o ;° APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) it AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 2x4 PANEL BLOCKING ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2x4 BLOCKING @ 24" 2x4 L CKIN (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TYP. TOP & O/CEND TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)1 Old x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 11-1 x4T 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4" MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE Al 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END ' ' SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM _W\:2 "" ON TOP OF PANEL SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER r@ 24" O/C 77TOP CORD BLOCKING FOR — FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Old NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xi 1/2" --- SDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 16d TOENAILS I 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER F@ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 51 FOR 5-PLY, PROVIDE 1/4 DIM. x 7 LAG SCREWS OR EQUAL 2x4'T' ON TOP OF PANEL-/ I OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. � COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF • NON -LOAD BEARI G LOCATION D 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. S5 SCALE: N.T.S. 15 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT {INIMUM 2x OVERLAP TRUSS BRACING ;BOSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP SEE PLAN FOR 1 Odx3" O/C WOOD TRUSSES OCATIONS) TOENAIL 6" O/C 2x4 W/ (2)16d TYPICAL RUNNERS (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL 1 GABLE TRUSS �J "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 r � . .II ° � ° I . as d I a.° ° ° JI- \' 1 � .a I as ° ° � r � � •IT . a. sll a �° °II.� • I •• _II• a.. 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. \, S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT I EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4)MOISTURE BARRIER 1/4"xi 1/2" SDS SCREWS TOBLOCKING & (4)1/4"x2 3/4"BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH 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-0" 31-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /-GABLE TRUSS `-CUNT. BEARING """" " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. C7 a _ CORNERJACK Y -7) cc W z O U HIP FRAMING REFERENCE PLAN E S5 0 z w a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. (ss) 2x4'?" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O\� odn] TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS AM TRUSS VERTICAL (2) 2"x8" "L" BRACE -1 FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. �I01111� Pro NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'7" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS /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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 9 110 1 A J a. P: S E�ro o .• N do F r 1 S %/ R O F E S S O" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications oontained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a .1 -0 $�2 C o M F S MM-C #�topa�N° LL we ,n 1LLLLaaLL e1 M W N 4 13 - ;''LL1 °•a�ao W W .e S 64 0° Z IL115 C'a ygca N�Mz C7 Z F= 0 ❑❑❑❑ W Q V ag to z 0 LL C1 tip w ,,, UT a, o cD M Z Q 0 o a� �0 N rD g U XU ar p � U am 0 N M L z <� a ro C � S No '0 z r� J <a gay QW �_ U W N a i 3 a �LL aZ Nw co � w � is U3 .0N � ci �o L `0 0 ^, W .> C CO N ^ o CL C ° m 0 � CO Z N T T cM Lo E ?` CD r V_ Cn r c z N E Q y dj Z `m d E U J Q 0 c J JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. S5 �I! !.�1. .. y ,1�1�1VIL,ti�l1,l. _ •-1...1 1..d _.� . I ,� _..: ._- �V_�� _R N N d N M 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 112" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P T I TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN.Er PROPER INSTALLATION MAX. $�� DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN) APPROVAL FOR CONN. 1x4 1 X 4 ♦ #5 REBAR (TYP,) 3/4 PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO „ 1x4 P.T. I 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2" TAPCONS FURRING #5 REBAR ♦ ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C.,02 ROWS STAGGERED 4 T @ „ " TAPCON. INTO TAPCON 16 O.C. & 4 STAGGERED @ 16" 2X8 (TYP,) ♦ ' BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 • 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH _ �� 1x8 w/ (2) ROWS 8d NALS �� 1 1 /2 DETAIL 3 DETAIL " STD. 90 ♦ /� D. 9O HOOK (TYP.) @ TOP & CHORD, AND 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) 4%6 NAILS 1O FACE NAILS 10d @TRUSS VERT. R WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT I J METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL EACH END W/MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LITa LNOTE: LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ♦ BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2�� ' - w/ (4)1/4x1 1/2" SOS SCREWS 2x P.T. AS REQ D MIN. 2" EDGE DIST. " (2) ROWS 10dx3 2x8 I ♦ INTO BAND JOIST & (4)1/4"x2 3/4 " TITEN 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" o.c. 3-1 /4" DETAIL ±5" NOTCH WEB AT THE ' FIRST 2 COURSES ♦ INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 11, 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 FILL 1St 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" �. SOLID W/GROUT ' 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"xl 1/2" SDS ° 1/2" DRYWALL * SCREWS & (5)1/4" x21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTOftL LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION y .. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" 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 I RECORD FOR FURTHER INSTRUCTIONS. ° SCRIBE NOTCH OF W/ (3)10d NAILS . OVERRAN ` �.m BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 T EA. ENDFACE RETROFIT RETROFIT TRUSS DETAIL . CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. a' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%' WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. UE )SIMPSON 1/2' HD I (CENTERED) w/ ,� O�F TO TRUSS TOP CHORD igygN MSN. 41EMBEDMENT AT 16'O C, + `� NCT �� -01 1-O 5 ' SCALE: N.T.S. SS 12 + + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OJLJEINISH FL 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • '� WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > ° /4" MAX EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT • ° ►.. #5 BAR e BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2 40 8 " " (5)12d NAILS SIMPSON SOFFIT + + i > " p 1.0 • �. ° • . ° C2X4 TOP RED W/ BLKG. & BUCK 2X6 TO 2X4 SYPENTERED , • 1 X 4 FURRING 8d NAILS EACH TRUSS ► d . KNOCKOUT / cal CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR ', MONO FOOTING _ ' t .t► e j °. SIZE AND REINF. PER PLAN � VERT.PROVIDE VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24 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 • 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT .► • DIRT 6 z TO BE INSTALLED g BUILT UP PLWD. BUCK - 4 MAX SEE PLA 1 "% PRECAST LINTEL •: • STANDARD N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION i 90' HOOK #5 BAR IN r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL , �. 8d NAILS 2 x 4 SOLID BLKG. FULL WIDTH OF WALLS START OF ARC 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") V_.1L ; • ; - N'• ; , . • - BTWN. OSB ARCH FACES W/ (4)10d NAILS) INSTALL WDW, SCREW EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. •' •' •' "•' •' ' ' •' `' ' ' •' • ' •' •' sk— THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION ENTRY L @ SECTION ROOF EXTENSION � M STEMWALL FOOTING SIZE AND REINF. B-g PERLAN AND STEMWALL MONO 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' � �- #5x6' EMBEDDED INTO EXISTING BOND BEAM Cr z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0" EPDXY MIN. 6"EMBEDMENT & O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3"MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O 9 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o 10.' o w a A REINFORCING AS FOLLOWS: 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ SEALANT _ o e fw- a * PRESS PANEL REINFORCING INTO PLACE. "'.`.. P v z #5x6' EMBEDDED INTO * 6" MIN. LAP SPLICE W/ o ° _ EXISTING FOOTING 2 #5x6 IN CONC. O COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL < ;n FILLED CELL SMOOTH. DO NO FURROW. " ­ • n .° 04 " " DRILL 3/4 x5 MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT t!79: '­' GRADE >. > SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP " p . � ElG) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: •p `' REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° a 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. 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. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 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. F,NS 90 'b Q J 0` � 0 �O : F LQ,.•� ;,/'j ;'?OFE Ss;014' h 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 Cade - Residential Bfh Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N '1g Al � M N LL LL 0 M ' S Loo �LL�' CN �2s2s LLLLaa y y ch z W 7 > r U_ - (L 13Z a U) 0 � O m s 2 c W 'ro o W 2 E T 10 a o IL IL N Q M Z U� J U ❑❑❑❑ N l` z n ct<QXj za � J N z f0 w o a .0 W LU -�-- sl o g W z M U_ E p� z0 ag R Q o E U'Z E — ao °w r z C14 N L °¢¢do w z (D Cl) 40 mi g� Z z � ly k yN = rn � W •= c CO m N O C m a CU G rn o Z N r 0) r r _M M O o Z Z3 to E m E fa n U Q p JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A 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 gt VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN F- 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 W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 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 FMIN. (2) 2x4 NAILS TO TRUSS PLATE SPFTOP BOTTOM CHORD OIL SEE PLAN FOR TOP OF WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW �'—MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE .p 16" O.C. MAX. INFO, SECTION @ ENTRY $ SCALE:NTS SIMPSON LSTA18 w/ (12)10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE il INFO 1-4111 SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO — SC EDULE/PLANM COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A F-1 A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED d SEE FOUNDATION ° PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22�� SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GAB TRU 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER CENTER OF POST MIDDLE F- 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 @ 4'-0" O.C. TO GABLE TRUSS MASONRY WALL ; OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ' SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 w/ (8) 16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 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. LOW ROOF TRUSS W/—" L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS .G A r0.� ',', '? `N\ O 11111111\O� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residendal 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W E g Lo 0 �LL°fv 2 LLLLaa M a d�F! aw wo � a.x Z �yy� 01 3 m::`' mm O_G C N W Mgr- Jo o Z N Q O M 2 M LL N a d Z U ❑❑❑❑ W z N th z g _a - g N z N 0 � (Dra w S V f `- OW F- N N � W $ c� • a C co w U_ Q E �o a° >� zp j_ ry o x u WSO U z N � �< 0 %. S� a a � Cl)wo � �x Z� >Z z N00 W T3 O 0 r- J �o gi gi.-1 E(. > d' m L c CO ca N Q 0 = .2"a CO H IY r%% G d' r -0 0 o N 0) r Z CM-4T f � '�^ T r W Z Z = O rn E Iv i° a v JOB NO: 20-0556 SCALE: AS NOTED SHEET NO. D1 WEATHER RESISITIVE BARRIER TAPE (F••EMBLEO WINOOwJ HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 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 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 DECK JOIST 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 f ' in each detail that corresponds to the numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WEATHER dE BARRIER & iARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI£ UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8"CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN im m M m E WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF-ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) E 4M SELF-ADHEF V wJ SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1'4" PER PLAN 1'-0" PER PLAN SHOWER SEAT FAI SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING a a W Lu PLASTER STOP _ U) CONTINUOUS BACKER J W ROD & SEALANT Lu U = W Q � W �° A CD Ea3 E0 1 2 4 5 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to SELF -ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and BUILDING PAPER embellishments such as cornices, soffits, and fascias. 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 1� 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 V O water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ]110 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE R703.4 Flashin THROUGH SELF -ADHERED g. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity FLASHING -eFl F_nDHERED FLASHING or penetration of water to the building structural framing components Self -adhered membranes used as flashin shall com I with AAMA 711 All a 0 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 9 Py exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: READ ESIVEASSHOWN)ASE PAPER TO SE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 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 2 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. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 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 gutters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -o-------- o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS CL� TACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. yq�0, 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 f` CV 0 To the best of the Engineers knowledge, information and bellef, 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 signatureand seal. W 1-o ��QQ E 1 E ao = Lo 0 O 0 0 W N J �NNC M'�LLLL t?ri fh • � � u. a a 7 aNaito U N u W y W 3 gQ wa Y z �N� 0Wo ��;_ trmoo W oCgnrO oo A Emrn o d�� W Z IL ILa rnR�oq�qoov� NQcN+>Z a d < W v � $ z oN < m N z0LL a), M N w O N c U °0 o, = o � �I c in Q s�o W M J � zo� z p w� a E �° Zo E10 f- r0U n15 oa Do U OK a 0Q0 l V i az ¢ Z W Z . N C - C ao .0 �s rp iLL Z N J .0 1N a } i w Y? � os �o W a 3 U 3 LLLL a "w CD �! aLL O J �5 a}� Nr 0 CN = rn T L to a �' 0) .- T CU J O Q 0 CC �- In R c a T •� 0 C) •T- z LO T� i O7 M r T- M .- Z Z O 0 LD :3 a 0 � a cc JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. W P x9RbW9AHff Mounting brackets 01 1 Gai-i9e 4 T,2'x41r'2'x 2-12' 0 TT 0 49) ]t-C F nct-ii SOnedule Bolts 1 /2' Pia_ t4325 GaL' iTy��,7 0 W.i+p,r Self -Locking NW5 Left Bracket (16 Gauge) _ 1:LI1L AML"InLtn rn+aaau Yirsu aee rknNarara. wuh all Hume w Air Atux. E� RaLrad Sari Dewing & al" upon -- R 16ee with aplv) Tt Back Cross Support ��� ( May be cur to W) Right Bracket (16 Gauge) ry+14 5elf-Dril1ing 5crCY,;3 A/C Unit 13QUum Eder _"-HurrlCarle Strap (Tyrica1: 3 in front) Front Cress Support 014 Self-DrlIiny Strevvs Thru Brackets & Rack Crass Support Into AX Unit Bottom Side (Typical: 3 each sidc for hurricane rase) Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards U2801e Product Approval Application Detail tssi-rea Alill- code Entity or Data Data Date Pending Date Type Version Manufacturer Contact Enoineer & License Validated BY Validated Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Frig David Daniel S Kuhn Locke Bowden P.E. 10/12/2017 10/10/2017 10/172017 17/12/2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 SubCategory: Metal Roofing info@guifeo slsuppiy.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#11651-113 Products Ouallty Assurance Approved for Use Approved for Use Impact Design sec!# Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 0.032&quof, Aluminum 5V Crimp Min 0.032&qud: 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A -NiA1 over 15/32&quof Plywood -108.5PSF 2 0.032&quof Aluminum Gulf Lok Min 0.032&quof: Aluminum Gulf Lok 16&quot; Wide 04/1212024 No Yes N/A +N/A/ Roof Panel over 15/32&quof; Plywood -116.OPSF 3 1&quof: 24ga. Gulf Snap 1&quot: Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.0PS over 15/32&quot: Plywood 4 1&quof; 24ga Versal-oc 1&quota Versal-oc 24ga 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15/32&quot: Plywood -138.5PSF 5 1&quof; Versa Loc 032&quof; Aluminum 1&quot; VersaLoc min .032&quota Aluminum over 04/122024 Yes Yes N/A +N/AI 15/32&quof. Plywood -101.OPSF 6 1.5&quof. 24ga. Gulf Snap 1.5&quoit Gulf Snap 24ga. 16&quota Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -116.OPSF 7 1.5&quof, 24ga. Versa Loc 1.5&quor, Versal-oc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 28quot: 24ga. MegaLoc Min 24 Ga. 2&qud. Mega Loc 18&quot; wide Roof 04/122024 No Yes N/A +NIA/ Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15/32&qud; 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/A/-93.5PSF over 1x4 Wood Purlins over 15/32&quof; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem, 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +N/A✓ 18&qud; Wide Roof Panel over 15/32&quot; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 15/32&qud, 04/122024 Yes Yes N/A +N/A✓ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quof Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/122024 No Yes N/A -NIA/ Purlins over 15/32&quof; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&quof Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15/32&quott Plywood 17 26 Ga. GuIfPBR Min 26 Ga. Gulf PBR Rod Panel over 15/32&quof; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2of2 Building Codes and Standards 3rze/2018 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Design Sec # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 16 26 Ga. GulfPBR Min 26 Go GuIfRBR Roof Panel over 1x4 Woad 04/122024 Yes 'es N/A +N/A/ Purlins over 15/32&quot: Plywood -151.7PSF 19 26 Ga. GuIfPBR Min 26 Ga. GUIfPSR over 15/32&quok Plywood 04/122024 Yes "es N/A +N/A/ -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over 1x4 Wood Purlins over 04/122024 No "es N/A +N/A/ 15/32&qud.. Plywood -151.7PSF 21 26 Ga. GulfRib Min 26 Go. GUI1RIb over 1x4 Wood Purlins over 04/122024 No "es N/A +N/A/ 15/32&quof Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRo over 15/32&qud; Plywood 04/122024 No "es N/A +N/A/ -159.2PSF 23 26 Ga. GulfRlb Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 Yes "es N/A +N/A/ -159.2PSF 24 26 Ga. Gu11Rlb Min 26 Ga, GuIfRlb over 1x4 Wood Purlins war 04/122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood -164.2PSF 25 29 Ga. GullRlb Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No "es N/A +N/A/ 15/32&qud: Plywood -123.5PSF 26 29 Ga. GulfRib On 29 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRib Min 29 Ga, GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 7/16&qud: O.S.B. -101.OPSF 28 29 Ga. GulfRib Min 29 Ge. GulfRib over 7/16&quof O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF Search Crlteda Code Version: 2017 FL #: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure ALL Date From: ALL Oat. To: ALL < USP Connectors > < Simpson Connectors > USP Stock No. Florida Statewide Product Approval No. pp Evaluation Report Basis 2018 ( ) Exp. Date Simpson Stock No. Florida Statewide Product I Approve No. Evaluation Report Basis 2018 ( ) Exp. D ate A3 HD210-2 FL172441 FL17232.3 _ ESR-3455 ESR-3445 123l/2020 12/31/2020 A23 FL10446.2 ESR-2606 12/31/2020 12/31/2020 HU210 2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856A ESR-2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12131/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/3112020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 12/31/2020 HD412 FL17232.4 ESR-3445 12/31/2020 HU412 FL10856.9 ESR-2549 12/31/2020 HD610 HDO410 FL17232.4 FL17241.7 ESR 3445 12/31/2020 HU610 FL10856.10 ESR-2549 12/3l/2020 ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 - Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 - ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA 16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 HTT45 ......... ..... . HTW16 HTW20 FL17324.2 FL17324.2 FL77244.8 - - -- FL17244.8 Evaluation Report Evaluation Report ESR-3455 _ . .. _ ... - -----.........__...... ESR-3455 12/31/2020 HTT16 FL11496.1 ES-0130 12/31/2020 12/31/2020 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 HTS16 FL10456.22 ESR-2613 12/31/2020 12/31/2020 ..... . 12/31/2020 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456,24 ESR-2613 12/31/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HITS M16 FL11473.11 SIM200802 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HITS M20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 E\aluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12131/2020 _ HUS212-2 HUS26 FL17232.6 FL17232.6 - - -- - - ..... ESR-3445 ESR-3445 .---- -- 12/31/2020 HUS212-2 ---- FL10856.11 ESR-2549 12/3l/2020 12/31/2020 12/31/2020 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 LUS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 LUS24 FL10655.109 ESR-2549 12/31/2020 JUS26 JUS26-2 JUS28 FL1723211 FL1723211 FL17232.11 ESR-3445 ESR-3445 ESR-3445 12/31/2020 12l31/2020 12/31/2020 LUS26 FL10655.111 ESR-2549 12/31/2020 LUS26-2 FL10655.112 ESR-2549 12/31/2020 12/31/2020 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 12/31/2020 LUS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/20201 LEG3 FL10667.71 ESR-2615 12/31/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12/31/2020 LSTA30 FL17244.18 ESR 3455 12/31/2020 LSTA30 FL10852A ESR-2105 12/31/2020 LSTA36 FL17244.18 ESR-3455 12/31/2020 LSTA36 FL16852.5 ESR-2105 12/31/2020 LTS19 FL17219.2 ER-0200 12/31/2020 LTT19 FL11496.3 ER-130 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/2020 LTT131 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR 2613 12131/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 ..... -- -- MP4F - .. FL17244.23 FL17244.24 ESR-3455 ...._._ .....---- _ ._......-. ESR-3455 12/31/2020 12/31/2020 A34 LTP4 FL10446.3 FL10446.19 _ ESR-2606 ESR-2606 12/31/2020 12/31/2020 MP5 MPH3516 FL17244.22 FL17240.3 ESR 3455 12/31/2020 LS50 FL10446.16 ESR-2606 12/31/2020 ESR-3447 12/31l2020 WM1416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2620 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC40 MSTC52 MTW12 MTW16 FL17244.26 FL17244.26 FL17244.8 FL17244.8 ESR-3455 ESR-3455 ESR-3455 ESR-3455 12/31/2020 12/31/2020 12/31/2020 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 12/31/2020 MSTC52 FL10852.11 ESR-2105 MTS12 FL10456.33 ESR-2613 12/31/2020 MTS16 FL10456.34 ESR-2613 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 T FL10456.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/31/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2020 PAU44 PAU66 FL17239.13 FL17239.13 - --- ESR-3449 ESR-3449 12/31/2020 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12/31/2020 _._ PHD2A ...... ......... ... .... ... PHXU3516 .... FL17219.3 ...._...... ... _..-....... .. FL17241.20 - ER 0200 .......... ..-__ .-._..._.-'_._-----_ ESR-3444 - ---- 12/31/2020 12/31/2020 FGTR GS16 FL11473.2 FL10852.1 SIM200802 ESR-2105 12/31/2020 12/31/2020 RFUS FL6223.5 Eeeluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 ESR-3455 12/31/2020 1 H10 FL10456.6 ESR-2613 12/31/2020 RT15 FL17236.3 ESR-3448 12/31/2020 1 H10-2 FL10456.7 ESR-2613 12/31/2020 16-2 FL17236.2 ESR-3448 12/31/20201 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 RT5 RT7 FL17236.3 FL17236.3 FL17236.3 ESR-3448 ESR-3448 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 12/31/2020 12/31/2020 H2.5 FL10456.11 ESR-2613 12/31/2020 12/31/2020 12/31/2020 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 RT8A FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12131/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPTB FL17244.32 FL17244.32 FL17244.32 ESR-3455 ESR-3455 12/31/2020 12/31/2020 SPH4 FL10456.46 ESR-2613 12/31/2_020 SPTH4 SPTH6 SPH6 FL10456.47 ESR-2613 12/31/2020 12/31/2020 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2613 SPTHB FL17244.32 ESR-3455 12l31/2020 U24 FL10655.141 ESR-2549 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12131/2020 THD412 FL1723216 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL1723216 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 THDH414 FL17232.17 .__....-. -_ ESR 3445 ulin2020 MSTAM36 FL11473.19 SIM200802 12/31/2020 UGTS3F UPHD8 FL2033.1 FL17219.5 _ Evalu........ _ _._ .__._-.__.. __. ER-0200 ._ _. __. _.. ._...._._.. 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31l2020 - -_ LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 LGUM26-2 FL11473.12 SIM200802 12/31/2020 PRODUCT APPROVAL SPECIFICATION SHEET (2018) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72.. please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate ory/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber Classic and Smooth Star NON IMPACT ( ) F 04 L2 61.9 7 / 6 .0 -67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic. Smoothstar, ClassicCraft. Rustic FL7640-1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL153325 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential V1/indCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries Division ofAADG. Inc 607.707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12,131/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/12020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192-1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products.. Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 90C FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076-2 NiA 12/31/2020 All Amencan Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12'31,'2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL. PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the followin P P 9 information must be available t he o t inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE N CD Cl) � Q }, -4--� U Q) L Q Q C co U � n- Q) U O C Q LO Q C� 0 Q � L 1_ Q C>3 > -0 U) E 0 Q II l- -0 . E- CIS Q Z Z W J /W V ) CZ m 0- CIO L� LLLJ C Z W J z Q J n SHEET N0, PA 1.0 Florida Department of Business & Professional Regulation ..,. :.. Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail r .... Florida Departinent of Business & Professional Regulation papa i of, Building Codes and Standards 175r2018 Product Approval Application Detail FL4204&1423 cede _ EneN or Qys 2LI Date Pendine pgy, Cade EnbN or pp(q 20 Dete Pending QpL L Twe V-1- Manufxcturer contact Enalneer&License Validated By validated Submitted FBC Approval Aoorovetl Status Twe Version Manufacturer Contact Enalneer&License Validated By validated submitted FBC Approval Aooroved Status Revision 2017 Therma-Tru Corporation Rlck Wrghl Lyndon F. Schmldl. P.E. Ryan J. King, P.E. 10/162017 07/122017 10/182017 12/122017 Approved Revision 2017 Thermo-Tru Corporation Rick Wright Lyndon F, Schmidt, P.E. Ryan J. King, P.E. 12/132017 12/132017 12212017 02/132018 Approved Entity 1 E0 Qik Data Pending 20 Category: Exterior Door (419) 298-1740 PE43409 (813) 767-65M Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 TVM version Menufaobam C r i En owe, & Llpnw Validated By VYldatrd &ubmMad FBC Approval A-haved Am& Subcategory: SMnging Exterior Door Assemblies dekw®lwbldgconsutiards. Subcategory: SWnging Exterior Door Assemblies nckw&wbidgconsulterds. Revel 2017 Therma-Irm Corporation Rick Wright 14.0-1 Acaedmi& Ryan J. King, P.E. L2202017 OB V2017 12222017 Approved Compliance Method Evaluation Report from a com Compliance Method: Evaluation Report from a com Category: Exterior Doors; (419) 2WI740 Management InstRute (813) 767-6555 Flonds Registered Architect or a Licensed Florida Florida Registered Architect or a Ucensed Florlde subCaoagory: Swinging Exterior Door Assemblies holvara wbdgornsultanb. Professional Engineer Probsslonal Engineer Compliance Method: CertAkatbn Mark or Lading com FLa20461R2 Products FLA20461-113 Products FL#15225R4 Product QpanN Asaunnce Approved for Use Approved for Use Impact Deal,, Quality Assurance Approved for Use Approved for Use Impact Devlon Quallb Apurartce Approved for Uea Approved for Ues Imna Edda Seo s Product Motlel. Number or Norms Protluct Dwcnptlon Con[nct Expiration Deb In HV jj Outside HVHZ Resistant Presauhe Seo a product Modal. Num6ar or No,, Product Description Cmit-1, Expiration Date in HVHZ Oublda HVHZ Resistant Pro asure, 229-1 Product Model. Numbwor Name Product Description mayt In Q,k('lls Billijil= le -no I a. Thermajru Flber-Classic and Smooth -Ste Nominal 6&939;8 &quotNon-Impact&quo: Opaque 121312020 No Yes No N/A 1 e. Therma-Tru Flber-Classic and Smooffi-Star Nominal 6&*39S &quotNon-Impact&blot; Opaque 1MI2021 No Yes No N/A I a. 8q,ct:pa9aWCntR&quoL and &quot tlenchmark by 8M and M Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No N/A Composite Edge Flbergkss Single Door (Inswing70ulswirg; X configuration) f. Thermo-Tru Filer -Classic and SmoatRStar Nominal B8M39,0 &quoiNoi-Impad&Quot Opaque Compos 1. Edge Rthilgless Slrgle Doa clnswing70utswing: X confIgunton) ThermeTru Fber-Clisic and Smootr-Snr Nominal 6&M39a&quotNort-Imped&qu0t. Glazed Composite Edge Fiberglass Single Door (Inswmg7 Invi lg; X configuration) n. Thernai Flber-Cli sal and Sm.P Sta Nominal SB#39;0 &quotNon-Impact&quot: Gloated Composite Edge Flbergsss Single Dom (InaWna70Wswird; X corMouretlon) Florida Department of Business & Professional Regulation Paget oft Building Codes and Standards lr=2020 Product Approval Application Detail FLP15332-R5 Products Quality Assurance Aprdyed for Use Aoorod for Use Impact Dr I o Sao Product Model. Number a No- Product Description ContracExpiration Date InHVHZ Outside HVHZ Reslstary Pressure SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12131QO20 Nc vas No WA 145.3/4&quoLx80&quot; NON -REINFORCED _ SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 12/312020 No Yes No N/A 96&qud;x80&qud; NON -REINFORCED _ SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312020 No Yes No WA 1453/4&quot;x9S&quok 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/31r2020 No Yes No WA XO, XX 9s&gWtx96&quid; 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED XXX 12/312020 No Yes No N/A 143&quotA96&quilt; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape , of, 1/ 18 FL#11637R7 Sag! Entity or tick 1Lk Date Penang Pik mm vfnlon manldtcplrs[ SorWB Enabler a LJcense Vtldebd By validated Submltlad FBC Approval Approved R" R.000n 2017 CURRIES Diylelon of AADG, Inc Dedlo Dave UL LLC Ted Borman, PE 11(302017 102672017 12/062017 Approved Category: Exterior Doom (641) 494-2644 (305) 6881707 BubCabpory: Exterior Door Components deve.dedlrCeseasbby.m Compancer Medtod: Cerb6rsOm Mark or Listing m F1a11937R7 Products Duality Assurance Approved for Uee Aoowod fo Use In i92 Pf41M Elsa Product MprW. Number a fans P1odK1Diss➢tlatioB Contract Exontlon Dab Inouts". HVFZ goal 4tll preespN 1 807, 707, 727, 747, and 847 Single and Pair of Door Flush, Glazed, and Lowered single and pairs of 12131r2025 Yes Yes Yes NIA hollow modal doors, Florida Department of Business & Professional Regulation Paga 2 nf2 Building Codes and Standards 1/2011020 Product Approval Application Detail A11r1ir1.4TSli Code enilty Or o31e 2 tg Date Pendlno j7Le TIM Version Manufacturer Contact Enalnear & Ucensa Validated By Valid&.d Submitted FBC Approval Approved Status Revision 2017 MI Windows and Doors Start Sitlinger Amencon Architecture[ Steven M. Uncn, PE 06042019 06104/2019 0607r2019 Appro+ed Category: Windows (717) 365-3300 Manufecturers Assaclatlon (717) 317-8454 Subcategory: Fixed bsitImger@miwd.com Compliance Method: Certification Mark a Listing FL#15349-R12 Products QuellN Assurance Approved for Use Aooroved for Use Impact Deslon Sea q product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 185 PW 73 x 72 Insulated Glass 04/032023 NO Yes No -60/-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape , of 1 5001e FLO7640uR4 Cod, Emote or 20 -Dilit Delta Pentlim DDg TYM Venlon Manufactou Encomia, &Uterine, Vatldabd By yetldakd Submitted FBC Aooroval Aa-,St" Revision 2017 Theme-Tru Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P E. 1011a2017 107162017 10222017 12flV2017 Approved Category: Exterior Doom (419) 298-1740 PE43409 (813) 767-6555 subcategory: Swleging Exeror Door Assemblies rdkwomeOMpooneultants. Compliance Metlwd: Evakuation Report from c one^ Florida Registered Anchored or a Licensed Fiends Probsabnu Engineer FLM7640R8 Product flyaBatAssurance Approved„t4Lth9 Approved for Use I,ptg! Qgion 8eo a Product Modal. Number or NOM Product Description Contract Estntlon Deb in HVHZ Outside HVHZ assists ni Fantasy 1 a. equot FtierCWaic&qua;. &quotSmoomSter&quot 6M39,8 &quotlmpad&quot. Gazed Fibegbsa 12512021 No Yes Yea WA &quotClaes'axrafl&auot or &quotClasaicCraB Single Coo - (X) Inswing or Outswing Canfgurabon Ruatic&quot FLA13192.RS sdi t mm varslgn liltmufacWrsC Revision 2017 James Ha idle Building Products, In, Gregory: Panel With subcategory: Sdkg Compibnce MWmd: Evaluation Report from a Florida Registered Architect or a Uceme t Florida Probwi.nsl Engineer FLIF1319246 Products 82a 1i Product Model. NuMor or Nam 2 HlidlePlenk Lap Siding Conipoahe Edge Fiberglass Single Door (Imming/Outsi X conegureton) 6 f. Therme7m Flber-Clesslc and Smool6Ster Nominal B&M399 &quotNoll-Impact&quota Opaque Composite Edge Flberglass Single Door Onswing/Oulswini X corn guraaon) 9 I. Thar-Tru Filb -Classic and SniodRStar Nominal 6&M39;8&quotNoMmpacl&quo .. Glazed Composite Edge Fiberglass Single Door (InswmgKXtswirg; X configuration) �T�Tu HbOr2'IessT'a d 5m-Star om ne 1�R{9, quo orF mega &ty6F.-Gif¢ed Composite Edge Flbergless Single Doa (InsvAng/Oulss'Ang: X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 of I Florida Department of Business & Professional Regulation Page I of 1 1/sm1e Building Codes and Standards IrSroie Product Approval Application Dotal] Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall 9d74236-PA Code Enti or 21A Ilk Dab Penanp Q a 11 M V-1 Manufecenr Santagt Enain fer & Licenseyellaabtl ar villdtkd Submlttell FSC Aooroval ApprovsY Iwo Revision 2017 Therms -TN Cmpoaton Rick Wright National Accradkaeon & Ryan J. King, P E. 12202017 09212017 121222017 Approved Category: Extsrlor Doors (419) 298-1740 Management Institute (813) 767-6M5 8u1sCobgury: Swiping Eaten., Door Awembli9e r1dova wbldgconsuhanb. Co nplience Method: C inificaEon Mark or Luang cefn Fl#i 522544 Products AMRPloducl Modal. Nurtlbr or Mom. QuMM Aesu once Approved M Use,Apprcvid for Use I�e9! DOMM 1, Outside HyHZ ResWtg PFnetars 5 e &quotSmoom-Sta•&auot and &qupleenchmark by fire and &N Opaque and Glazed Flbegbfe Door with 12/312021 No Yee No WA Thane-Tru&aunl,. and without Scold- having and outliving - FV16279-Ra 5.44! Entilt, 20 WE Dab Per di pek B,Z152LE:$4 -qm Emth of ppsg Dolt pate PWWI pEg FL1251R29 929E Ile➢t Vmlp11 klaOyL9g1@r Contact Eh,ku &Lk- Validated.®t validated Slbmmad FBC Apo- Agd®tad illegal TYM V-1- &Licenaa Y&IlutalfIl.112 4alldafad Butorn M9 FBC AoprovY Approved SatM LM Verelon IienYfffictum Revlalon 2017 Clopay Building Products Company Mark Westerfield Inbrtak Testing Services NA, Gary Phlehler 1129/2017 081102017 12/052017 Approved Revision 2017 Clopay Building Products Company Mark Wasbrfrod Inbrnk Testing San- NA, Gary Plusli I IJ2912017 08/102017 12/05/2017 Approved Revision 2017 PGT Industries Category: Exterior Doors (513) 7-70-8052 Inc. (513) 51 M5W Cawgory: Exterior Dols (513) 770-6062 Inc. (513) 519-0566 Category: Exterior Door Subcategory: Sectional Exterior Door Assemblies rrm'esterMl6®dopay com SubCabgovy: Sectional Extend Door Amemblles -liter11.166 iopay.com SuDGbgory: Sliding Exterior Door Assemblies Compliance Method: CertlBcrb h Mark or Lletleg Complancer Method: Certification Moral, or Lleong ComplYnce Method: Certification Mark or Listing FL11627AR6 Products FLa15279R8 Produces FL0281 R29 Products Prodrel kip". Number a Ham Quallm ABypOfB Product Approved for Uw Approved for Use Impact D-In in HVt1Z Qubida HVH2 Res p) P-u Sao a Product Model, Number W Name Quality Aesura ice Approved for Use Aooroved for lies Product Dissertation contract E-hatk r, Dab in KV Outside HVHZ Im9ici QLton Resistant forerun gage Product Nom, Numb" a Narts 37 037 W5-09 PAN-21`151. 84A, 94, 73. 75, 1500, 190. 76. Steel Pan (min. 25 ga.) Singie-Car (up to 9'0' wfde) 05212028 No Yea No -30 PSF/32 53 053 W5-16 PAN-21`153: 84A 94, 73, 75, 1500, 190, 4RST, Steel Pen (ms. 25 go.) Double -Car (B'Y to 160' 0S212028 No Yea No 30 PSF/30 10 SGO5570 (Large Mneile Impact) 78V, 4RST, 4RSF, BRST, SRSF, 2RST, 48, 42, 56, 488, W NDCODE&#174; W5 Garage Door PSF 4RSF, BRST, BRSF, 48. 42, 55, 4813, 428. 55S, GD5S, wide) WINDCODE&8174', W5 Ganpe Door PSF 428, 55S, GOSS, GDSSV, GRSS, GfWV, AR56, ARSSV, GD5SV, GR5S, GR5SV, AR6S, ARSSV, EDSS, EDSSV EDSS, EDSSV Florida Department of Business & Professional Regulation Page, or 1 Building Codes and Standards 1/erm18 Product Approval Application Detail Entity or 22111, R!k LMw Pandim 21A Contact Enaoiesr & upon validated! By validated submitted FBC Aooroval Appioved ata9al Phgshrong Zhu RonaldI Ogaws John Soudan, P.E. 08252017 O&MO17 082a2017 IN102017 Approved (ON) 349-2927 PE-24121 352) 367-2526 pingsfpngzh u®)ameehsr db.com Qua11N Aeeurartca Approved Ior Use Approved for Uaa Impact DisiigU Product Description Contact Expiration Deb in HVF1Z Oirlai HVHZ RNfW Ki Pressure. fiber-car-nt lap Biding 12r3l/2020 Yes Yes WA NIA Florida Department of Business & Professional Regulation Page 2 of 3 Florida Department of Business & Professional Regulation Pop I pit Building Codes and Standards ,2w2020 Building Codes and Standards 11 r 18 Product Approval Application Detail Product Approval Application Detail FLW 7499-R5 Products I QuaIIN Assurance Approved for Use AowowO for Use Impact Deslm S=a= Product Mods. Number or Name Product Description contract Expiration Date in HVHZ Oulslde HVHZ Raslstarit Pressure E:2k EOS(BL41 IZak Pak Dlb PMlano Q,g 185 SH 52,72 Fin/Flange Frame IGSG Single Hung 10/082023 .o Yes No -601-60 I=version Msnuespturer i9leaSt Enooper& Llceriesyalldsbd By Validated agBtnl�ed FBC Aporowl A @kga Laminated Glass Revision 2017 Cldpay Building Products Company Cebpay: Exterior Dome, Mark Wetersed Internal, Testing Services NA, Gsry Pfuown 11292017 08/1020/7 (513) 7706062 Inc. (513) 519-6566 12/0512017 Approved SubCabpory: Sectional Exterior Door Asaeniblies mwealeraeMQcdpay.com Complbm. Method: Certification Mark or Liapng FLM16271i Products 11121 Product Morel. Number or Neves QuellN Msurance Aooroved for Uee Approved M Use Contract Expiration Date In NyXZ 0,11ald, lmMgt Ikdm ReslstarN Pressiyk 85 085 Vili PAN-2F153: 73, 75, 84A, 94, 42. 48, 42B, 488, Steel Pan (mtn. 25 ga.) SingleLsr (up to 9'(r wide) 05212028 No Yes No -38 PSFM2 4RST, BRST, GD5S. GRSS, ARSS, EDSS WNDCODE&#174, W5 Garage Door PSF Florida Department of Business & Professional Regulation Pepe 1 of I Building Codes and Standards f/Wole Product Approval Application Detail FAJ2434UG cQih Entih or Dig Dole Dab Penarw DDog IVM yalelPB W,uisgW Contact End lneer&Licenses Ymikhtsd91 VtMabM Suubmlttnd FBC Aooroval Approved appal Revision 2017 PGT Industries Dean Ruerk Momi-Dow, BCCO - CER MWni-Deader BCCO - VAL 1220/2017 12,13820' 7 1225IM17 Approved Category: Wlndowa (941) 486-0100 (706) 315-2590 subCabgM, Fixed druarkapgondustrku com Complaints, MW d: Certilkatim Mark or Lsting F11243-R20 Products 122- Product Mods. Nurturer w tarts Quality Assure Aooroved for Use Approved Product Description Coddled Exualratlon Data In Hir Outijols, for Use Impact Ili fly assistant P-um! 9 PW-55201L6rge Misses Impact) Vinyl Fixed Window 04502020 Yea Yes Yes NiA Florida Department of Business & Professional Regulation =age 1 ,'2 Building Codes and Standards +2orzo2o Product Approval Application Detail F1.015353-134 Products Quallty Assurance Approved for Use Aooroved for Use Impact Deslun Se 4 Product ModelNumber or Name 1x n aIn M Istan 5764 Vertcal AX.-Mu&on 271102C No Yes Yes PreA FLJ/31a2-RS Code Im veraloll M ndf,=, Revision 2017 Js- Hard. Bulling Products, Inc. Category: Panel Walk SubCaes"! Siding Compio nc r MMod: Evaluation Report from a Florid. Registered Arddbd or s Licensed Florlda Professional Engineer FLa13192R6 Produces 3090 Product Model. NurnOer or Norms 2 HamlePsnk Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity W Dog Date Dow Peridna DOW co,mct Empower & Lk,- validated By V Ilk kid Submitted FBC Approval Apphaved $taps Pingdho g Zhu Ronald I. Ogawa John Southard, P.E. 08252017 OtW92017 08/282017 10/102017 Approved (909)349-2927 PE-24121 (352)367-2525 pirgtsrg.zhuft-her die.mm QLwb res MIOOrd Aooroved for Ues Approved for lJes Imoat Design Product Description Contract FumoeUpn Dab In HV1¢ Oublde HVHZ Rise hnm Prr�ouins floor -dement rip siding 12/31r2020 Yes Yee NIA WA Florida Department of Business & Professional Regulation Papa, of, Building Codes and Standards I/Wole Product Approval Application Detail aL ap,aspa 92a End' fir ME Dffk DOW P«rdm 20 MW Vonlon Menuflicylyff Contact Encotsor & Lbensa VaikMW By validated Submitted FSC Aooroval Ap-red Staple Rovgion 2017 PGT mduatrlea Dean Ruark Miami -Dada BCCO-CER MIam4Deda BCCO-VAL 12202017 12/082017 12252017 Approved calegari Wind- (941) 486-0100 (786) 315-2590 Subcategory: Single Hung druark®pgbrduabies com Compil.- Meeuod: CeNlfntion Mark or Listing FLM2394U5 Products Quality Aseunncs Approved fo Lear Aparovad ter the Imiswt QooJartt at" Product Model. Number as Name Product1D g, ,Data in MyOutside HVHZ ReakkDt Pr9a , 7 SH-0500 (Large Missile Impact) Vmyl Single Hung Window 07502020 Yes Yes year WA Florida Department of Business & Professional Regulation Pop, a, Building Codes and Standards 17 18 Product Approval Application Detall FLM1R11 920 Endks] Qlk Qik Data Pemilrp pig TYat version Mosmufulti con= En,hw a Lfurtw Vakhod By Ytdabd Stabrin d FSC Aooroval Aooroved Am& Revsbn 2017 PGT I-ilthe, Dean Ruerk MiamLDado BCCO -CER Miami -Dads BCCO -VAL 12/05MI7 11/152017 12,%2017 Approvad Category: W ndows (941) 49"1100 (786) 315-2590 8ubeabdory: Mullion druarkapgtiridustres.coin Compluen- Method: CemBcatk,n Mark m Living FJ1281R11 Products alga Product Model. Nwnber W Nam QualN Assure Apmoved for else Approved too Ues product DewHolbn Contract Expiration Dab In.KV DUbda HVHZ Impl9S Ratl!ffid Deelloin PJlWIrs 1 Mullions for All Door and Windows Aluminum Mullons 05/2612021 Yea Yes Yea WA search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 01 itsm1a EDimist Qak Ink Doe. Penalty nag Comes" Enpkser Is L.learias Validated By Validated SubmWAd FBC Aooroval Api'et,"d 3tatlal Dean Ruerk Miami -Dads BCCO - CER Msml-Dade BCCO- VAL 12202017 112&2017 12/252017 Approved (941) 486-0100 (706) 315-2590 drui rkapgUndustrioe com Qua9ry Aaw Aooroved for Use Approved for Uee 1mp1sS Doollson Frodm PticdliQan Contract Expiration Data 1. outside KM RnIM Pressure Vinyl Sliding Glass Door 04, 142021 Yee Yea Yes WA Florida Department of Business & Professional Regulation Pap 1 or 1 Building Codes and Standards rs m,e Product Approval Application Detail FL#lena-Rs i2Stt EDtk3f 2M 22k Dab Parana I§k ', mm yrilo Manufacturer Enalrser & License Validetsd IN v-41k*w asbuil9ffi FBC Approval Approved 3tigal Revrcion 2017 Clopay Building Product Company Mark YWaterMld mtertek Testing Service, NA, Gary PluehNr 1129/2017 08/1 OnO 17 12/05=17 Approved Category: Exterior Doors (513) T70 6062 Inc. (613) 51 M566 subcategory: Seannal Exterior Door Assemblies mweetedletl42dopay com Compliance MMtltotl: CerBcation Mark or LsbW FLa15279-M Product ago Product Molt. Number or Names Qua1Nv Aselaren Product Dole, Corarct Exoratim Dew Approved for Use A,mwed for Ues Imciett 1, I1v4Z Outside KVNZ ! Disalon P.mxa-2 102 102 WC-16 PAN-2FI53: 73, 75, 84A, 94, 42, 48, 42B. 488. Steel Pan (min. 25 ga.) Doubi&-Csr (9'2' b 182' 0621 /Mfl No Ye, No -37 PSFI4I 4RST, BRST, GOSS, GR5S. AR5S. ED5S wide) VJINDCODE8M174', W8 Garage Door PSF Florida Department of Business & Professional Regulation Page 1 ,12 Building Codes and Standards 1101202o Product Approval Application Detail FLO15351-R7 Products Quality Assurance Approved fix Use Aooroved for Use [,,,,1 Deslon Sao M Product Model Number or Name Product De -lotion Comract Expiration Date In HVHZ Outside HVHZ Resistant Pressure I-S 188 Fin and Flanae Frame 73x62 Insulated Guess 0 r162024 No V 55 -5- FLA13122AS 901111 TkM vtrsl9B Ignulacturo Pension 2017 Jonas Hamle Building Products, Inc. Category: Panel Walls 8ubCaogary: Sd'mg Compliance Method: Evaluation Report from a Florida R g*t,.d Arcmlect or a Licensed Florida Professional Erginser FLf1]192R6 Produces Sty Product Model. Number or aorta 1 Complaint, Lap Siding FL#16272-R2 2292 TxM voralgn ManufxAlur Revision 2017 A161de Cannery: Panel Weed SubCaOpory: Sorb Compliance Method: Evaluation Report from & Florida Registered Arrhhd or a Llconseed Florida Professional Erglrper FLJ1527242 Produce 1219 Product Molt. Nuariber or won. 2 b. &quot Allbrice T4&quo: Soffit Florida Department of Business & Professional Regulation Pep. 1 of 1 Building Codes and Standards 1AV201e Product Approval Application DoUll Entity for 2111 P" Don Penang Qita contact Enalneer & Utorue Vtldated By Vmlk* d submitted! FOC Approval AD➢@Yid agtagal Plnpeherg Zhu Ronald I. Cgawe John Southam, P.E. Oa7252017 087092017 0812&2017 101102017 Approved (900)349-2927 PE-24121 (352)367-2526 pigsherg.zhut ierrep,har dle.oan Qy,Hty Assurance Anprwad for Uw Agorwad for Um Impact DMpp Protect DsacrtoUon Comrao Easo"i Deb in HVHZ Outside HVHZ Rua'W rt Prwun Fbercemern too siding - +2012020 Yes Year N/A WA Florida Department of Business & Professional Regulation Page 1 p1, Building Codes and Standards 1rs 1e Product Approval Application Detail Enft W 20 Data Dab Pedro, Data Saotadt EnaloncaLicense yYMaed or valk4w Submitted FBC A --,I A ionov,td Stapes Nick Thompson Lyndon F. Schmidt. P-E. Ryan J. King, P.E. 10/04/2017 101032017 10/112017 12JI 22017 Approved (330)922-2389 PE-43409 (813)767-6555 Uianpson4alekle.mm QtPi Aesurerice Aoorovetl for Ues Approved for Ues I rim Doolan Product Own etlm Contract Emlration Deb In HVFQ Queslde KVHZ Res rtS Pr ur Vent or Sold Vinyl Soffit 12/312020 No Yes No WA N C U 0 O0 cu -o a- �e cn ^, W N CU U O /R 'L= v^J ll C O 0 0- C O C O LL - M O _O CU O Ll .� ��//'��I VJ Cn as C: (D as U � aaaaaaaaaa� Cn O 1'5) W CIO Cn�J -0 O L- V ^, 'W V ) VCIO Cw G z z Q J in SHEET NO. PA 1.1 ELF Code Type Version Manufacture � e Revise on 2017 GAF Category: Roofing Subcategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Flonde Praeesionel Engineer FL#10124-R25 Produci5 Sag # Product Model, Number or Name 1 GAF Asphalt Roof Shingles Florida Department of Business & Professional Regulation Page 3m3 Building Codes and Standards I2d2020 Product Approval Application Detail En[Ity or Qa g Data Dale Pending ante C nal u & License Validated Validated Submitted FBC Approval wee Status contact E ev A rp Michael Stleh Robert Nieminen John W. Knezevch, PE 12/11/2019 12/11/2019 12/162019 din FBC Alcor, (954)772-6224 (600)766-3411 PE-59166 9 pP msliehagef.com Quality Assurance Approved for Use Approved for Use Impact Beaton Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Fiberglass reinforced 3-lablaminated, stab and 12/162022 No ves N/A N/A hip/ridge asphalt shingles Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 115208 Product Approval Application Detail FL#16916R2 22ft ErMitr or Tam version teanldlg$Irs[ D411LFr EMI�ciLLlfan! VdWated Br Revisio 2017 L V. Thompson, Inc. di Thompsan Architectural Tony Christ— Zachary R. Poset Locke Bowden Metals Company (TAMCO) (813) 2483456 PE-74021 (334) 300.1800 Category: Roofing toy@ocmelakoo8ng.corm subcategory: Roofing A —.pries that are an Imegnl Pan of the Roofing System Compliance Method: EvOustio Report from a Florida Registered Archbct or a Licensed Florida P'l—k pal Engineer F1.111611,1114i Product, Lfete 20 Dab Pmdlrng Dag YaYd.iffi a9trmtlMd FOC Aral Approved lull& 10/102017 10/102017 ion 72017 121122017 Approved Qualty Anudence Approved for Use Approved for use Inn. Dealkin sec a Product MoM. Number or Name Product Dwcdoto Contract Exoirseon Deb jAjt`QS olmw, NVNZ Resistant Phase, 3 TAMCO Off —Ridge Roof Veld with Baffle 26 ga. sm. roof vortartor wan Integrated belle 09/092026 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards lr012020 Product Approval Application Detail R#ra4MI l Code rill' o DL g tie Owe Pending Dale Maps Veil Manufacturer Coreaa Enpineer & Licrose Validated By V lat oat a SLrtNmRed FBC Approval Approved status Revision 2017 Boml Rowing Anderson Robin IAPMO Uniform Evaluator Gary W. Welker 10/1&/2017 10r062017 :.0212017 ap;,—ec Category: Roofing (801) 3"091 Services LLC. (205) 854-0160 Subcategory: Roofing Tiles R.OinAnderaon@borel.a Compliance Method: Evaluation Report from a In Product Evaluation Entity FL#7849-Rll Products Quality Assurance Approved for Use Approved for Use Impact oration sapA Product Model. NumDn or Nama Product Descrlpllon Contract Ekb4allon Date In HVHZ Outside HVHZ Resistant Pressure axoy aprofile- Kunio, es MIA N/A 17 Saxony 900 - Country Slate, Hartford Slate, Shake, Sets, Flat Profile - Stockton, CA 12/312020 No Yes N/A N/A Spill ad English Thatch 18 Saxony 900 - Country Slate, Shake &amp: Slate Flat profile - Henderson, NV 12/312020 No Yes N/A N/A 19 Saxony 900- Country Stele. Shake, Slate&amp Split Flat Profile - Lake Wales, FL 12131/1 No Yes N/A N/A Shake 20 Saxony 900- Shake &amp, Slate Flat Profile - Lathrop. CA 12/312020 No Yes N/A WA 28 Ville B00 Medum Profit, - Lake Wakes, FL 17/314l No esMIA Yes N/A WA WA Florida Department of Business & Professional Regulation Pep 1 d, Building Codes and Standards ,/untie Product Approval Application Detail Florida Department of Business & Professional Regulation Pep I of Building Codes and Standards /ate Product Approval Application Detail FL#21974t6 code Entitle a DDOW Dow Dab Pond w DO. LM Vanlon Mainufacturer Cont,93 EMlrefor&Like N V.Hdatsd av validated Stating 9d FBC Approval Approved ILL& Rev.- 2017 Mnek Induabiee. Inc. David Wart ICC Evaluatkn Serves, LLC )CC Evaluation service, 10/192017 1011912C17 102Y2017 Approved Category: Structural Compprente (314) 851-7480 LLC. subcategory: Trust Plates dwerki corm (205) 599-9600 Compiler— Method: Evakkatiln Report from . Product Evaluation Entity FL12/a74t6 Product Quarter Assunnu Approved ter Use Approved for Use Imm93 Design lei Product Mode), Number or Memo Product Dsscril contract Expiration Dab In HVHZ QUUWP MVNZ Rpk nt Pr 2 MII 16 16 ga. trues connector pleb 011012023 Yee Yee NIA N/A Florida Department of Business & Professional Regulation Page 20r. Building Codes and Standards r2v202c Product Approval Application Detail FL06527-1111) Cede Eir lty or Date Data Daze Perot- Data Tvoe Version Manufacturer .m t Endreor License Validated By vaLL4asd Submitted FBC Approval Approved Slat us Editorial 2017 Weyehaeuser Rob Bddwln ICC Evaluation Service, LLC Ian Lehrer, P.E. 04A12019 0322/1019 04)8/2019 Approve - Change Category: StrucWnl Components (253, 924-6476 (608) 839-3288 Subcategory: Engineered Lumber Robert, Baldwin@weyerhe Compliance Method: Evaluation Report from a euser com Product Evaluator Entity FL#6527-R10 Products Quality Assurance Aoorpved for use Approved for Use Impact Des can 15IQ # Product Model. Number or Name Product Description coda act Exdratlon Date In HVHZ Outside HVHZ Resistant Pressure Mrcrollem LVL Laminated Veneer Lumber 031312021 No Yes NIA WA Perallam PSL Parallel Strand Lumber 03/312021 No Yes N/A N/A 3 TmberSlrand LSL Lanenated Strand Lumber 03/312021 No Yes N/A N/A 4 TJ Rim Board Structural Composite Lumber a Oriented Strand 03A12021 No Yes N/A WA board Rim Board - Weyerhaeuser Rim Board chanted Strand Board Rim Board 03/J12021 No Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pager oft :rzorzo2c EL*tz3zm Code Entity or Data Did- Date Pendln. DDe Tv ore Version Manufacturer contact Enpineer & License Validated By Validated Submitted FBC Approval Approved status Revision 2017 TAMKC Building Products, Inc. Kehl Eden Zachary R. Priest Locke Bowden P.E. 10/19/2017 10,0512017 1020201] 12/12/2017 Approved Category: Roofing (417)624-6644 PE-74021 (334)300-1800 Subcategory: Undarlayments kern_edenillitamko.cord Compliance Method: Evaluation Report front a Florets Registered Architect or a Licensed Fiords Professional Engmeer FL#12328-198 Products Qua11N A —ranee Approved for Use Approved for Use Impact Deal - Saba Product Mgtlel. Number or Name Product Dascrloilon Contract Expiration Dal. In HVHZ Outside HVHZ Reslsram Preswra No 15 UL As nett sI)Uis cl cr sole felt 10/18/2021 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Pap. I of I Building Codes and Standards 1161 Product Approval Application Detail F1116916-R2 290 EnlMv or Tym version Menu facto L Co"i Enalnetr & Lksnso ValMabd By R-- 2017 L.V Thompson, Inc. tlba Thompson Architectural Tony Crime— Zachary R. Priest Locke Bowden Metals Company (TAMCO) (813) 248.3456 PE-74021 (334) 300-1800 Category: Roofing toy@gohnet+koolling am Subcategory: Roofing Accessories that an an Intel Part of the Roofing System Comp0sel s Method: Evoluatio Report from a Florida Registered Architect o• a IJcensed Florida Professional Engineer FLi16W &R2 Products Dak Pill Dab Pending Dag Validated SUbraload FBC Approval Amrs1ned AMR 1011O2017 10/102017 IOn72017 12/122017 Approved Quality Anurarcr Approved for Use Approved for Use III Daalon lto Product Mo". Number or rent Product Despmptlon Contract Expiration Deft in HVHZ Ou eider HV Ressirt, P[agyga 4 IAMCO Round Top Off -Ridge Vem wdh Bailie for Tie 26 gostabs roof werblata with baffle OM9/2026 Yee Yee WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 ar 1 'rza2020 CgdeEntity Date Dale Date Pendlnp Dele TV to Version Mmuracruner Contact Engineer &Licence Validated By Validated Submitted FBC Approval Anoroved status Revision 2017 Global Protection Products, LLC. Tm Robtnaa Water A. Tllit Jr. FIE John W. Knezevich, PE 09/062017 0a/312017 09/112017 12/12/2017 Approved Company: Shorten (954) 6W7545 PE-44167 (954) 772-6224 Subcategory: Storm Ponds Untrobinsm@gppent.com Compliance Method: Evaluation Report from a Florida Regulated Archbct or a Licensed Florida Raessional Engineer FL#15076-R5 Products Quallly Assu Approved for Use Aoorpved for Use Impact I n � pas p se # �_ Pr Model. Number or Name Product Description Contract Expiration In HVHZ Outside HVHZ � eslsta 3-1 Pressure 20 Sage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2020 Yes Yes Yes N;A a net by becks to provide hurricane promotion. Fluta94tl Dtm V-1- Manfacturair Revlelon 2017 rTW Buidrg Components Group Inc. Category: Structural Camp. —ton subcategory: Truaa Plates ComplMnp Yatho: Evokertion Report from a Product Evaluation Entity F11lirlil Prod-16 be9-e Product allow. Number or Nam 3 mat SCG/AlpM Tri 1141.8219740 IYm Version I..to= 17 M,Tek Industries . Revision ZO , Inc Category: Structural Components Subcategory: Truss Ptsba Compiler— Matni Ev.Iuatbn Report from a Product Evaluation Entry FW1074t6 Product Bed t Product Model Number or No- 3 MTi6HS Dlalti..GdYtla Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ent or 20 tag Para Pend, rw Pak Conggt Erwlnear a Lk.na. Valkebd Bw Validated Sub kt d FBC Agoami A»orored ILLes Stuart Lewis ICC Evalu.tI h Service. LLC William M Romer PE 09/192017 09/072017 0921r2017 Approved (847) 918-6473 (407) 681-1917 slewbcalpineaw com Quailtv Assuraaa Approved for Use Approved for Use Im— Design P .Qu9tlullm S InI Data In11.IQtZ (tdalde HVHZ ElakLrd PFDaaure Metal Connector Plate 121312022 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity a Do Data Deb Plrndlnp Dab Cp))dp Engineer & Licari ysmidatk vat submBuld FBC Avo l Approved Ault& David Wart ICC Evaluatam Service, LLC ICC Evaluation Service,/0/192017 11 10,222017 Approved (314) 851-7480 LLC. dwertarre.am (205) 5O9-9800 Qua1Hv Assurance Approved for Use Approved for use Impact Da&Lu Product Deecrlptlon Contract Elmirstlon Date In HVHZ Outside FIV Restaftm Prmum 18 ga. high strength thuss conned., plate 01 101=23 Yee Yes NIA WA Florida Department of Business & Professional Regulation -age I r Building Codes and Standards 1 _vron Product Approval Application Detail FL#158-R12 Roducts Quality Assurance Approved for Use Approved for Use Impact Desl.n Model, Number or Name Product Description Contact E%olntlon Pat 5eo. ProdiM Pr . in HVHZ Outside HVHZ Resistant � Pr ess� - High strength Concrete Lintels 4. 6, 8, and 12 Inch wide Ilnais 05212022 le, yes NIA N/A Florida Department of Business & Professional Regulation Page, or, Building Codes and Standards +16/m,a Product Approval Application Detail FLa169l&R2 c2dt Emnw or 20t Date Deb peridino gate Tym voral9DManufwWmr Cgmagi Engineer & Llamas Validated By yalld W submitted FBC Aooroval A,—td ILL& Revak 2017 L.V. Thompson, Inc dies Thompson Architectural Tony Christman Zachary R. Priest Locke Bowden lUIO 2017 10/102017 10/172017 12/12/2017 Approved Metals Company (TAMCO) (813) 248J456 PE-74021 (334) MG-1800 Category: Roofing tony@ganefakoo6ng.com subcategory: Roofing Arxzaaaba that are an Imegn, Part of the Roofing System Compllanna Method: Evalwtlon Report from a Florida Registered Architect or a Uconsed Florida Professional Engineer FL#1691842 Products Qusiler Assumes Approved for Ilea Approved for Use Imm9t Deek l lase Probrt Model Numbar or Neres Product, Domination Contract Expiation Dab inXyyj Outside HVF12 Rosalat pressure 1 TAMCO Flat Top 09Ra1ge Vent wall Ballls for Tile 28 ga. static roof ventilator with bulb 09/09/ a Yes Yes WA N/A Florida Department of Business & Professional Regulation Pap 1 of Building Codes and Standards 115mle Product Approval Application Detail C29 EntlN or 04" Data Dab pontlimb DAL m m V-1 Manufacture [ S90tagl ED,hB LLl,— validated By V,Ikk ted subm FBC Approval Apiarpin d tuba Revision 2017 Florida Mai Product Inc. Clark Jones James L Bucker, P.E.® Wichsel John Ri.— l(25r2017 10052017 10272017 12/122017 Approved Category: Rooting (904) 78b-6400 CBIICK Engineering P.E. subcategory: RafiW Ackessakes that are an dark®flarrhco.can PE-31242 (561) 414-7557 Integral Part of the Roofing System ComplWioa Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida professional Engineer FL121880-R1 Products Quality Assurance Approved for U, Approved for lfee Imm� � er AMA Product Modol. Numbor Name Pr d�gg Cnm»,Eamm�..�& in Nvtiy Outside RVNz R.aiabm P- 3 3 - FLAMCO &Rud:RV 10 Ridge Venl&0uot. Aluminum Ridge Vents for patched roots fabricated 12/312020 No Yes N. N/A from 0,025' Aluminum Florida Department of Business & Professional Regulation Page 1 011 Building Codes and Standards lCO2020 Product Approval Application Detail FLiH7869R2 Cod. Enttil _ Date Dat. Date Perdido DMa Type Valli Manufacturer Contact Enpineer & License Validated By ValidVMicaluild submitted FBC Approval Approved status R—od 2017 All American Shurtem and Gan Mike Bell Frank L. Bernardo, P.E Troy Bishop, P.E. 10/1I 2018 10/1 a2018 10232018 12/1 IM18 Approved Category: Shute¢ (561) 712-9882 PE-0046549 (954) 947-0880 subcategory: Storm Ponds mikeboallemrlcanshutte Compliant. Method: Evaluation Report from a I com Florida Registered Architect or a Licensed Florida Professional Engineer FL#17869-R2 Products Quality Assurance Approved for Use Aoorpved for Use Ion Do e i C stant sap a Product Model. Number o Name Product Description Contract Expiration Date In MV}IZ Outside HVHZ ft.slsi Pressure 1 24ga Galvanized Steel Storm. Panels 24ge Galvanized Steel Storm Panels 12/31202O Yes Yes Yes N/A. FLtlllli4 mm VarslM IMaD11Latea Revision 2017 1 Bulldog Components Group Inc. Category: Structural Components subcategory: Tnma Plates Compiler—MW d: Evaluation Report kom e Proud Evaluation Entity 19L011999416 Products AMF Product MOOD, Number a ki m , 4 mW BCCv'Ali lne Wave Baarch Cdtsrta FU21974" TIM ylrsign 111-0,11a, L Revision 2017 M,Tek Industries, Inc. Category: Structural Components subcategory: Truss Pketee Compli has Method: Evaluation Report from a Product Evaluation Entity FM197-96 Product SK 0 Product Model. Numbs a No 4 MT20 — Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape I of 1 I Emftv or 99& Data Data Pri". D Cgma9t Engkuer & Llanse Valldtbd By ValldMld SuLmluld FBC AoorovN A, —ad $Lull Stuart Lark ICC Evaluation Service. LLC VAllnm M. Ranier,, PE 09n 912017 09107f2017 0921/2017 Approved (847)91 B-6473 �407)681-1917 eknv,a�apineaw.am Qu.11ty Asuure, Approved for Use Aaugyed for Uw 1, Dooke, Product De HOO Contract Expiration Date ink ootM& HVHZ ILentem F a kl Mehl Conriecaor, Plate 12,312022 Yee Yea WA MIA Florida Department of Business & Professional Regulation Page 1 of, Building Codes and Standards 115ao1e Product Approval Application Detail Eni a Data Dale Data P-4- Dag CgmMt En dr— & License Vendee By Validated Sub, ged FBC Ant i Agyrgyad two David Wert ICC Evaluation Sarum, LLC ICC Evaluator, Service, 111192017 10/1022017 102212017 Approved (314)851-7480 LLC dwertemil.— (205) 699-9800 Qu alloy Assurance Approved for U, Approved for use 1. Deal- Piet Q-40fil Contract Expraton Dale In MV1tZ Outside HVHZ RMIWm P ess sr 20 gothus. connector plot. 01/0112023 Yea Yea WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#1774Rd 92111 Eduh, 2+ Mail, verslgD IIaDuf,,*alZ En,k—&llanee Vallda6.d By Revision 2017 Cankinki Concrete Produas,lnc. Robert Gifts THUY H HUYNH John Hoy Category: Structural Component. (813) 659-3707 PE-80122 (M2) 589-5311 sulaC.bpory: Products Introduced as a Recut of precastilatorayaha.com New Technology Complienp Mu d: Evaluation Report from ■ Florid. Registered Architect or. Ulcerated Flood. Plolesslon.l Engineer FLa1774-RD Products 1rsr1ole 22k Pitt Dabpondino Qak Validated Submlgd ESQ Approval Aga®ud lL4l I 1142017 10/132017 10262017 12/122017 Approved Quality Assurance Approved for Use Aggrovtd for rid Imrua Dooki e4 d Prod it Modet, Number or NMne Product Dggrtollon Contract E.prill Oats In NVFiZ outw& Reeletam Proselyte 1 Quality precast or Commis iel Conaete Products Precast and Prestressed Concrete Lintels 051252024 No Yea WA MIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#19elg4u 9291 f ¢lily$ nm Vaa1gD M hUfa(w Conrad Fn,k AIrk&Daa ya11daw BY Reviabn 2017 L.V. Thompson, Inc. dies Thompson Archileaursi Toy Christman Zachary R, Priest Loctu Bowden Mistake Company (TAMCO) (813) 246,Mfe PE44021 (334) 300.1800 Category: Footing toy@ganstakoflng.com SubCetegory: Roofing Axesealee Nat are an Integral Part of the Rw5ng Syetem Compliance MW d: Eviduabon Report from a Fiords Registered Architect or a Licensed Plants Professional Engineer FL#16e1 B-R2 Products Pap , of 1 VSM18 RI Pak Qek.E>edim Date Validated S b,l d FBC Approval Aa—ed ligua 10/102017 101102017 10/172017 12/122017 Approved QwNty A,,,-, Abolished for Use Approved for Ilse 1111121111 Dow- ig j Product Model. Nnnher or Nam lacawnct E%pinaon wb iD.tSYtlSQUItaidle H t Pnitlln 2 TAMCO Gooseneck Vent 26 ga. 09'0B/2026 No — Yes WA -01-52.5 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 V 1 In12019 Code EmIN or Data Data Data Pending Dale T". Version Manufacturer cdaacd Engineer & Llcerue Validated By Validated submitted FBC Approval Approved Status Revision 2017 Lomenco, Inc Andrew Carter James L. Buckner, P.E. Sleven M. Urich, PE 04/09/2018 12JI812017 04/152018 06/122018 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Subcategory: Roofing Accessories that ere an acarterillilomanco.can Integral Pan of the Roofing System Compliance Method: Evaluation Report from a Plode Registered Architect or a Licensed Florida Prita—creel Engineer FLO 121 Products Qualler Assurance pporoved for Use ADDroved for Use Impact ggslg- Seo a Product Model. Number or Name Product Description Contract Expiration Dale In HYKZ Outside 17W Resistant Pressure ' Deck -Arc-- DA-4 Low Prate. Polypropylene Plastic, Rod Vent 171;02021 No res No •97 5/-97 5 Mechanlcelty Atlached to Plywood Deck. Elt]!Pl:84 Tam Yenlgn M,utifAlQ! Revision 2017 rTW Building Components Group khc. Category: Structural Components Subcategory: Tmee Pketes Compllenes Method: Evaluation Report from a Product Evaluation Entity 19191999Ra Products $ a Produce Dodd. NumWr a Martw a3_ 1 ITW BCG/Aipine Higher Strength (H &amp. S) Florida Department of Business & Professional Regulation Pop 1 of Building Codes and Standards 115m,e Product Approval Application Detail Erior Date Pie Data Pmdng gag Contact Enpk—&Ll,— ValdaLII sh, Validated! fluilmghd FBCAoprovsi Arlp@79d lktm Stuart Lewis ICC Evaluation Service, LLC Wr@am M. Ranier, PE 09,192017 09/072017 09I212D17 Approved (8-47)916-6473 (407)681-1917 skwai.6a1pneave om Quality A,,— Approved for Use Aporwad for Use Irl Deal - Product D.ecnoton Contract Expiration Deb in HVHZ Outside HVHZ Resistant P Merl Conrhecto looks 1Z31i2022 Yea Yes WA WA Florida Department of Business & Professional Regulation P.O., or Building Codes and Standards Product Approval Application Detail FL/2fe74te Go& Endly Pollan DDOW Date Pending gag ?Film yarsl., ) Cgm,a Engkwer A Ll-- Validated IN Y,Iki Wd lllbr ft d FBC Approval AaQrslred lull& Revis on 2017 Mnek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service. 10'tg2017 101192017 1Q22/2017 Approved Category: Structural Components (314)851-7490 LLC SubC.e.gi Tnus Plsbe dwart®miLam (205) 5WQ800 Compliance Method: Evalumucn Report from a Product Evaluation Entity FL#21 VIA$ Products Quails Assurance Approved for Use Aoorpved for tfes l ma Doolon lgga Product Modd, Number or No Product Detonation Contrsa Expiation Dab In MVMZ OVW" HVNZPM Pia 1 M18SHS 18 ga. weer high strangth buss connector plate 01/0112023 Yea Yea N/A N/A ) FLM97R6 COO T7fm V-1- M.-fact. L Revlon 2017 Mnek IMualnes, Inc. Category: Structural Components subcategory: Tnma Plot.. Camplloract Method: Evaluation Report from a Product Evdusbon Entity FL1219741e Products Sea a Produci Modd. NW~ or North 5 MT2DHS Florida Department of Business & Professional Regulation Pap 1 d 1 Building Codes and Standards ve/2p,e Product Approval Application Detail Emil a Di g W Dab Pending 4ek Engkrer a License, S� Validated IN Yelda4d 1phIDtlted FBC Approve) Agp[4ved lLtia David Wert ICC Evaluation Servia, LLC ICC E-luafkn $ervice, 10,19M17 1N 19/2017 10/22/2017 Approved (314)851-7480 LLC dwertanar.c.m (205) 599-9800 Quality Assumirl Approved for Use Approved tar Uaa gpp�,rt Doi — Pro" Deecnptlon Contract Exdratog Date In MVHZ outside HVHZ Ratlabm Preaun 20 ga. high strength goes connector plate OIMI12023 Yea Yea Ni N/A -h—a Cll U Cll }4 }, O O V W CL W^l O O O E— L O Cll Cu O O LL VFW O ICU(v 17) Q /� .— Vl a Z Z LU J C/) cu 0 � alter CIO U 0 -�1a W U) CIO O U ,-3 O 0 UCL 'W CIO co V J V w c C z Z Q SHEET N0, PA 1.2 w cl i w a